Midwestern Engineers, Inc. Plan Preview

PROJECT �---­ AREA SANITARY SE ER SYSTEM IMPROVEMENTS RAW 33 F\IRQ Eft.ST SIDE SEWER PHASE I DIVISION II SIEWERS-MEMERING SEWER EXI ENSION FOR THE KNOXCOUN ' INDIANA Sout Ma AUGUST 2025 MAYOR JOE YOCHUM CLERK-TREASURER CATHERINE M.M. LANE UTILITIES SERVICE BOARD TOM NOWASKIE, PRESIDENT ELI McCORMICK,VICE-PRESIDENT GARY HACKNEY,SECRETARY/TREASURER LINDA FREDRICK,MEMBER MATT SCHUCKMAN,MEMBER GENERAL MANAGER L. KIRK BOUCHIE PROJECT LOCATION NOT TO SCALE WASTEWATER TREATMENT PLANT MANAGER NOT TO SCALE �� " JOSH MOORE WASTEWATER COLLECTION SYSTEM MANAGER STAN ECK ATTORNEY T. GRAHAM DYCUS HARTBELL ATTORNEYS VINCENNES, INDIANA �· ; fil. BID SET ! � � ! 1,=========================== �;= =================================::::;-;= ==========================;-,::::======::;-;:===.;;� ==::::;-; ==== � ========= =;r== ======,I ': ' zr �: 1\\\\IIIHll1111, COPYRIGHT@ 2025 Midwestern Engineers, Inc. •• ,, Q E ...... � �w // ,,,. � '-. � ii uality ng-ineering Services Since 195\1 �..,. \,�\ , O r,� � � �� Midwestern Engineers, Inc. PLANS CERTIFIED BY Lt,.r, w. &-,--- s111202s / � ,::,'-,.._ ,.;;•q�� 0 " "\ -" Q� 0£, � A_ CLINT W. ROOS, P.E. DATE � !_ PEll300241 � � O 6809 Corporate Drive, 7"Y{.. 802 Wea! Broadway St., P.O. Box 295 REGISTERED ENGINEER No PE11300241 STATE OF INDIANA ;_ ..., -; f:= "' 0 2 Indianapolis, IN 46278 Loogootee, IN 47553 ir#i � � �O STATE Of f!! i; c .... Ph: 317-334-0262 Ph: 812-295-2800 QUALITY CONTROL -::J ..., .,.. � l1'l �· Website, midweste�neng.com ra�: 812-295-2801 Email: mcinc@midwestemeng.com REVIEWER: / 8/1 /2025 ,�I' /,tDllllt,. ,..#� � 9 Consultants Civil • Mechanical Electrical EDDOK.P� DATE ��,�8IONA\.\; ..,,,<$- PROJECT NUMBER 2018092-01 FILE NUMBER 1 1 OF 14 � � .... ,,,,,,,,.... ,,,,,� , •• '-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:_:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.,:,::;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.,:,::;:;��:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,,,,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,J -�- Do Not Use Plan Previews for Take Off

w 0 w ," � kl C S-> ,. �- .o Cl ---- ics oo �� " ---- £§ > (A w ·� I- -w � .. ·� � Oc �· ,. c8 - 0 !al "z w~ :I' :rr� �',cl 5N - 0 o_ , . <c KNOX COUNTY HIGHWAY ENGINEER/SUPERINTENDENT 1472 N. STATE ROAD 67 :�N�;�-�::2::7591 COMMISSIONERS KELLIE STREETER, PRESIDENT, DISTRICT 3 T.J BRINK, VICE-PRESIDENT, DISTRICT 1 TRENT HINKLE, DISTRICT 2 COUNTY COMMISSIONER OFFICE 111 NORTH 7TH ST VINCENNES, IN 47591 PH: 812-660-1407 INDIANA DEPARTMENT OF TRANSPORTATION VINCENNES DISTRICT 3650 SOUTH U.S 41 VINCENNES, IN 47591 PH· 1-800-279-5758 FAX: 1-812-895-7479 E[.1AIL: swincommunications@indot.in.gov UTILITIES ELECTRIC: DUKE ENERGY 100 S. MILL CREEK RD. NOBLESVILLE, lN 46062 PH\ 317-776-5320 ATTN: DON MCDUFFY EMAIL: dei.dline-coord@duke-energy.com C)TY OF VINCENNES WASTE WATER TREATMENT PLANT DISTRICT PERMIT MANAGER SARA POLMANTER DISTRICT PERMIT INSPECTOR MARIA WALKER PH: 1-812-381-4566 PH: 1-812-486-6347 EMAIL: spolmanter@indot.in.gov EMAIL: marwalker@indot.in.gov WATER: VINCENNES WATER UTILITY. 403 BUSSERON ST. VINCENNES, IN 47591 PH: 812-882-6620 ATTN ANDREW HUTCHISON EMAIL: ahutchison@vinutilities.com SEWER: VINCENNES SEWER UTILITY. 403 BUSSERON ST. VINCENNES, IN 47591 PH: 812-316-0273 TREATMENT PLANT ATTN: JOSH MOORE EMAIL: jmoore@vinutilities.com COLLECTION SYSTEM ATTN: STAN ECK EMAIL: staneck@vinutilities.com GAS: CENTERPOINT ENERGY (SOUTH) 1800 W. 26TH ST. MUNCIE, IN 47302 PH: 765-287-2119 PH: 1-800-227-1376 ATTN JON EASTHAM TELEPHONE: AT&T DISTRIBUTION EMAJL: g09871@att.com WINDSTREAM COMMUNICATIONS 1450 N. CENTER POINT RD. HIAWATHA, IA 52233 PH: 1-800-289-1901 FIBER OPTIC: METRO FlBERNET, LLC ENGINEERING 3701 COMMUNICATIONS WAY EVANSVILLE, IN 47715 PH 812-213-1050 EMAIL: 811design@metronet.com CABLE TV SERVICES CABLEONE, INC OBA SPARKLIGHT (FORMERLY NEW WAVE COMM) PH 877-570-0500 EMAIL: locate.desk@windstream.com a .: tr tr - ' ' \ \ t CITY LIMITS I . ��"'�-1 PROJECT LOCATION � EAST SIDE SEWER PHASE I DIVISION I NIEHAUS SEWER EXTENSION SEE DIVISION I FOR DETAILS PROJECT LOCATION EAST SIDE SEWER PHASE I DIVISION 11 SIEWERS-MEMERING SEWER EXTENSION SEE SHEETS 3 THRU 14 FOR DETAILS LEGEND· • PROJECT LOCATION MAP SHEET 1 2 3 4-8 9-11 12 13 14 U.S. 50 SHEET SCHEDULE DESCRIPTION COVER SHEET PROJECT LOCATION MAP, GENERAL NOTES AND SHEET SCHEDULE OVERALL PROJECT MAP PLAN AND PROFILE SHEETS TYPICAL SEWER DETAILS STORM WATER POLLUTION PREVENTION PLAN EROSION CONTROL DETAILS STRUCTURE AND PIPE TABLES Q \..D US so EX. GRAVITY SANITARY SEWER MAINS EX SANITARY FORCE MAINS PROPOSED GRAVITY SANITARY SEWER MAINS GENERAL NOTES TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER: THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICA DATUM (NAD83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88) 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN 4. THE LOCATION OF EXISTING UTILITIES, ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. 5. EXACT LOCATION OF MANHOLES, LATERALS, CLEANOUTS, AIR RELIEF VALVES, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION 6 COORDINATION MUST BE MADE WITH THE WASTEWATER COLLECTION SYSTEM MANAGER AT 1-812-881-6590 (CELL), A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. 7. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT THE PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. 8. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF HISTORIC PRESERVATION AND ARCHEOLOGY AT 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. 9. 10. 11. 12 13. 14. THE CONTRACTOR SHALL AVOID IN CHANNEL WORK (AT STREAM CROSSINGS) DURING THE FISH SPAWNING SEASON (APRIL 1 THROUGH JUNE 30) WITHOUT PRIOR WRITTEN APPROVAL OF THE INDIANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF FISH & WILDLIFE. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH & WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING PROPER MITIGATION MEASURES. BITUMINOUS RESURFACING WILL BE PAID AT THE LINEAR FOOT UNIT PRICE SUBMITTED WHEN CENTERLINE OF THE PIPE IS INSTALLED WITHIN TWO (2) FEET OF THE EDGE OF A COUNTY ROAD AND RESURFACING IS COMPLETED. BITUMINOUS RESURFACING WILL NOT BE A PAY ITEM BY LINEAR FOOT WHENEVER THE CENTERLINE OF PIPE IS INSTALLED MORE THAN TWO (2) FEET FROM THE EDGE OF A PAVED COUNTY ROAD. HOWEVER, CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY ASPHALT DAMAGED IN THESE AREAS. STONE RESURFACING WILL BE PAID AT THE UNIT PRICE PER TON SUBMITTED WHEN THE GRAVITY SEWER MAIN OR FORCE MAIN IS INSTALLED UNDER A STONE DRIVE OR ROAD. STONE RESURFACING WILL NOT BE A PAY ITEM WHEN THE SANITARY SEWER MAIN IS NOT INSTALLED UNDER A STONE DRIVE OR ROAD. HOWEVER, THE CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY STONE TO BRING THE DRIVE OR ROAD BACK TO ORIGINAL CONDITION. TRENCH BACKFILL FOR SEWER MAINS AND LATERALS WITHIN ROADWAY CORRIDORS SHALL BE COMPACTED TO A MINIMUM OF 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0698), IN MAXIMUM 12-INCH LOOSE LIFTS. COMPACTION SHALL EXTEND THE FULL WIDTH OF THE TRENCH. LEGEND EXISTING SANITARY SEWER • --C/M- - FORCE MAIN WARNING / LOCATE POST EXISTING AIR RELIEF VALVE LIFT STATION AND VALVE PIT CLEAN OUT EXISTING SANITARY VALVE SANITARY MANHOLE SANITARY GRINDER PUMP SANITARY SEWER MAIN SANITARY FORCE MAIN PROPOSED SANITARY SEWER - - - SANITARY SEWER MAIN ------ SANITARY SEWER LATERAL ® SANITARY MANHOLE WATER t EXISTING 3-WAY FIRE HYDRANT AND VALVE f EXISTING 2-WAY FIRE HYDRANT AND VALVE t EXISTING FLUSH HYDRANT AND VALVE yf YARD HYDRANT f EXISTING BLOW OFF AND VALVE g PRESSURE REDUCING VALVE c:i EXISTING LEAK DETECTION DEVICE e WATER METER s+o SPRINKLER HEAD • • --w,-\_-1-2� ELECTRICAL E3 • -¢-"' - E --O<E-- EXISTING GATE VALVE EXISTING BUTTERFLY VALVE EXISTING CHECK VALVE EXISTING CURB STOP EXISTING WATER MAIN AND SIZE ELECTRICAL PEDESTAL ELECTRICAL METER LIGHT POLE UTILITY POLE WITH GUY BURIED ELECTRIC OVERHEAD ELECTRIC TELECOMMUNICATIONS "' TELEPHONE PEDESTAL FIBER OPTIC WARNING / LOCATE POST TELEVISION PEDESTAL BURIED TELEPHONE ___,___ GAS GAS WARNING / LOCATE POST EXISTING GAS VALVE GAS METER ---0--- GAS MAIN AND SERVICE LINE SURVEY ♦ SURVEY POINT / BENCH MARK & SURVEY MONUMENT Y HIGH WATER MARK STORM SEWER ®Olli STORM STRUCTURES i��-< CULVERT TYPE AND SIZE 8 STORM MANHOLE MISCELLANEOUS � SIGN o SATELLITE DISH e RIGHT OF WAY MARKER u MAIL BOX 0 --/ -- E -- POST MANHOLE REDUCER CAP TREE WOOD FENCE WOVEN WIRE FENCE ELECTRIC FENCE - - cc - - CHAIN LINK FENCE (iio] HOUSE c:::B:LJ HOUSE TRAILER 0 EASEMENT NUMBER PROJECT LOCATION MAP, GENERAL NOTES AND SHEET SCHEDULE I • REVISIONS 0 -5 �..:: � � ' o, BID SET C 20?-5 Midwestcm Engineers. Inc S02 Wes! Bro-ictw,1y S1re�t PO Bo., 295 Loogootee. Indian" -!755'.1 DATE AUGUST 2025 DESIGN C.W.R . DRAWN C.Z.M. a.c. CHECK E.K.P. PROJECT NUMBER 2018092-01 2 2 OF 14 FILE NUMBER 4 S \ d.3 I Do Not Use Plan Previews for Take Off

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I l '1' � I I 10/ ,,, . ,� • \ �' • �' GJ " · 1 1 lfAOMf -) Lt 'TE0Y N, T, OR EL IVVOI AR & i� \ ;;�5;t�����3 � \ \ " • \ NUT1IL2ITY CROSSING 34737.7625 E 28 30645 3085 GAs _ �EDGE of.PAVEMENT - <> • ·v - INSTALL AAS ASP : T / GAS -- "" - - Gs - G"5 GAS \ SILT FENCE EX. 12" WATER MAIN '--. + �GAS -- ::r ,s __ , EX. CPE 6 HP. w-w UTILITY CROSSING __,. -'Nf--FO � --- N 12 34734.2085 E 28 30626.4056 N: 12 34664.5426 BEGIN 1.5" MILL AND RESURFACE E: 28 30517.3915 S. SEIVERS EXT RD. • '\. GAS MAIN r= ..,, •1---ro ---1..< INSTALL A f SILT FENCE ro- " ---- ----- I MH 25: STA:7+12.18 LINE C CONTRACTOR TO FIELD VERIFY ALL RIM 4 39 39 DEPTH 7 9' ------- j SCALE: 1" = 30' 0 15 30 0 Zr -I - -zCZ m mo 0 (/) 0 ;;;! z .. (/) (!) I + m o, m o -I ___, UTILITY CROSSINGS AND MAINTAIN j;;;;;:=:=j�==::t===� INV IN: 431.68 8" PVC FROM MH 26 t-t-- -+-- -+ - -+ MINIMUM VERTICAL SEPARATION (TYP.) INV OUT 4 31.48 8" PVC TO MH 24 N 12 34701 52, E 2830481.56 MRIHM244: STA:6+70.21 LINE C 39 87 DEPTH: 9.2' INV IN 4 30.85 8" PVC FROM MH 25 INV OUT: 4 30.65 8" PVC TO MH 23 N 12 34660.64, E 2830490.93 INSTALL 42' of 8" PVC SDR-26@ 1 50% SLOPE 18'"MIN 24"MIN. 0, u 18"MIN • @ 2 OO"A SLOPE INSTALL 140' of 8" PVC SDR-26 • o STA. 6+85 -STA. 7+05 FULL DEPTH GBIRTAUNMUINLOAURSBASCUKRFFIALCLEANRDEPLACEMENT l--t---+----+-+ 00 + <D 00 + r-- 00 + (() 0 + 460 455 450 445 440 435 430 425 420 415 410 0 II ' c� 0 ll) > 0 ll) u w 1/) 0 u • REVISIONS BID SET C 2025 Midwe.-;c�m Engineer.,. Inc. 802 West Broa,dwJy S1rttt P.O. Box 295 Loogoolt.>c. Indiana 47553 DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 4 4 Of 14 I Fllf NUMBER �S)JI I Do Not Use Plan Previews for Take Off

w < < < ·" \1 0 � 0 • w " < w 00 ,u <Z C g51 � - - i l,, , _o ,N N� 0� � "' �- - <o c, = c:r �'" ' 2� � ·- Oo 1 i;• .o "' u � "'z <t • ��I C: w< �(J a' �; <• 'SI" ILU LU I (/) :; 0 Ct'. u. b LU :::i z 1z 0 (.) I d ASPH;;T f LINE C STA: 9+55 CONTINUED ON SHEET 7 480 475 470 465 460 C'l455 (1) � O 450 :, 445 440 435 430 425 MR IHM2: 64 :4S2 .T8A2: 8 +D5 2E.P4 1T HL I. N8E. 3C' IINNVV IINN· 443344.6688 88"" PPVVCC FFRROOMM MMHH 2375 NI N V1 2O3 4U7T3: 24. 36 48 ., 4E8 288" 3P0V6C1 8T. 2O8 M H 2 5 aa" w - I'"-�" - == � ' 0 0 + 0 "--- � BARN '---,_ ----- "- - ----- ---- - IMN ASITNA BL YL 8O"PPEVNC C, SUDT RP- L2 A6 CGERMAEVNI TTY S E W E R f f " UMC T O IN I N L IM I T T R U Y A M C C R VT O E O R S R T S T I I C N O A G F L S I S E A L E N D P D A V RM E A R A T I I F N IO Y T N A A I ( L N T L Y P) _,,- -· u / I SB AT AC .K F2I+L6L7A-NSDT AN o2. +5838SFTUOLNLEDREEPST UH RGFRAACNI NUGL A R SGTRAA N3U+L2A0 -R SBTAAC. K3F+I4L6L FAUNLDL D E P T H CONCRETE SURFACE REPLACEMENT ' ' ' ______, I / / I LINED -0+20 to 8+00 I D SA E T N AP D T N 4 H + o 4 G . 9 5 R - 3 A S S N T T U A O L N A 4 E R + 7 R B 6 E A F S C U U K L R F L I F L A L C ING - u EXISTING GRADE� ' ' ' ' SGTRAA N5U+ L3 A6 -R SBTAAC. K5F+I5L7L FAUNLDL D E P T H CONCRETE SURFACE REPLACEMENT ' J ro rnM". , IE , " VC SDR-26: @3.00% SLOPE 18"MIN ==' , f 8" PVC SOR 26@2.00% SLO�E INSTALL 313 o . : 18"MIN. INSTALL 272 of 8 p ' RMIHM :346 :5 9S.T5A7 : 5 +D8 5E2P4T HLIN1E0 D3 ' INV IN: 449.51 8" PVC FROM MH 37 1 INV OUT: 449.31 8" PVC TO MH 35 SGTRAA. N0U+ L5 A8 -R SBTAAC. K0F+I8L0L FAUNLDL D E P T H BITUMINOUS SURFACE REPLACEMENT T 0 0 + D SN T E o. A P 5 . T 3 2 H + S G 6 T 7 R O - A N S N E T U A R L . E A 2 S R + U 8 B R 8 A F F C A U K C L F I L N I LG L AND 0 0 + N ' 0 0 + n RMIHM :3455: S0.T9A0: 3 +D1 2E.P9 2T HLIN1E0 DO ' II NN VV OI NU T4 :4 41 4. 104. 984" 8P"VPCV FCRTOOMMMHH2 36 6 N 1235036.51, E 2830543 40 0 0 + " Station Horizontal Scale: N 1235301.81, E 2830481.96 0 0 + "' 1 "=30' ' ' ' SD TEAP.T6H+ G9 8R ASNTUAL. A7R+ 1B6AFCUKLFLI L L AND No. 53 STONE RESURFACING ' ' '" w I . \ 8'' M 1 IN. 6@4.00¾ SLOPE�. "p VC soR-2 INSTALL 192' of 8 == 0 0 + '° MRIHM:374:6S8 T1A9:7+D77E.P60THLIN1E1.00' I IN N N V V 12 O I3 N 5 U : 4 T 4 8 : 5 8 7 4 . . 9 5 4 7 7 0 . , 2 8 E 0 " 2 8 P 8 " V 3 P C 0 V 4 F C 3 R 7 T . O 5 O M 4 M MHH336 8 SB AT AC.K7F+I L8L3 -B SE TT WA . E7E+N8 8GGARSAMNAUILNA R AND GRAVITY SEWER MAIN 0 0 + � ' ' ' ' ' ' ' ' ' ' = � ~ l---l-37"- �-1- ,_ '.,.� C- " 0 0 480 475 470 465 460 455 450 445 440 435 430 425 D - II ' c0 -0 " > 0 " u w 1/) 0 u " > • ,-..c REVISIONS BID SET C 2025 Mirlwcslem Engincrn,. !nc. 802 Wc,;1 Bro.1rlway Street P.O. Box 295 Loogoolet>. lnrliana 47553 DATE AUGUST 2025 DESIGN C.W.R. DRAWN C Z.M_ a.c. CHECK E.K.P. PROJECT NUMBER 2018092-01 5 5 Of 14 I Fll.E NUMBER '-\SIJO I Do Not Use Plan Previews for Take Off

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z oc c < z u oc w � ;:; ,, oo' � :, � w z " z Q ---- ,u ,,-1 <Z C � 5 • <:; > - - � (}J -9 cG g u " .. � �� <!! � <o -N - Q �" ·� ·� Oc -, "o "u "z w -, -o �< -...:9 5N £:-::: a• •• "- \ \ HOUSE SSG UTR ARA . FN A1UC7L +EA1RR4 EB- PAS LCT AAK C. F 1EI L7ML+ E4AN4NTFDU BL ILT UD ME PI NT OH U S \ "' \ \\ SCALE: 1" = 30' I \ DBERGWINIT1H.5"16M5I#LL/SAYNDD. HRMEASUSRUFRAFCAECESIEVERS \ I I I ._,f hii 0 15 30 ( \ 480 475 470 465 460 (1) ;:§ � 455 0 :, 450 445 440 435 430 () 0 z -I r zz cm f!j () .,, en ::u ;;! O ·· s:: � (,) en + I..._, m...., m --..J INSTALL TEMPORARY ' II NN SL ET TA LPLRTOETME PCOT RI OANR Y ) INLET PROTECTION ,�,i---------------,1 LINE C 13+60 to 20+50 I I I H4 2j n- - 1F5a- 0m3i l-y1 0L 0i m- 0i t0e7d 0P0a0r ;t°9 0' 6r s h i p �-,- I / / I I I I ( / --- \ I I I STA 19+53 - STA. 20+45 FULL DEPTH ' GRANULAR BACKFILL ANO I-- BITUMINOUS SURFACE REPLACEMENT l-h---�--1MH 30: STA:14+10.17 LINE C +----,-----,r---,RIM: 458.48 DEPTH: 7.4' II NN VV IONU: T4 5: 14 .5218. 088" 8P"VPCVFCRTOOMMMHH2 39 1 +----,----r--rl N 1235029.74, E 2830969.28 C m CONTRACTOR TO FIELD VERIFY ALL Qi --r- UTILITY CROSSINGS ANO MAINTAIN +----,-- - -r-�r--i-samH"-1 MINIMUM VERTICAL SEPARATION I RN I M N N I HV 1 V M 2 3 I O 3 N 4 1 5 U : 6 . 1 T S 4 0 3 : 5 . T 5 7 3 4A . 4 5 2 0 :2 1 4 8 . 5 , 8 D E + 8 8 " 1 E 2 8 7 P P 8 " . V 1 3 T P C 2 0 H V 9 L : F C 8 I 7 R N 6 T 9 . O E 8 O ' M 1 C MMHH 3 30 2 AY-' - • llNSTALL 238' of 8" PVC SDR-26@0 50% SLOPE� 18"MIN � l�STALL 107' of8" PVC SDR-26@1 50% SLOPE , ' ' ' ' SGTRAA. N1U7 L+A1 4R -BSATCAK. F1I7L+L4A4 NFOU L L D E P T H }4'" SSG TTRAOA. NN1EU3 L+RA6ER0S - UBSRATCFAAK. CF1 I I4LN+LG1 A5, NTFHDUI LSNLoS.DH5EE3PETTH SGS UTRARA. FN1AU6CL+ EA2 8RR EBSPATLCAAK CF1 EI 6LM+L 4EA8NNFTDU LCLO DN ECPRTEHT E J - 1 - BITUMINOUS SURFACE REPLACEMENT 00 + .;- 00 +"' 00 +'° 00 +r-- m :!: 24"' Station Horizontal Scale: 1 "=30' ' UMC TOI NI NLI MI TT RUY AMCCRVT OEO RSR TS TI I CNOAGFLSI ESALENDPOAV RME ARA TI I NFI OYT NAAI LN L CONTRACTOR TO FIELD VERIFY ALL EXISTING GRAD( UTILITY CROSSINGS AND MAINTAIN ---,- --,- MINIMUM VERTICAL SEPARATION (TYP.) " INSTALL 167' o _ f 8" PVC S _ DR-26@0.50'% SLOPE C© *" ' ' INSTALL 119' of8" PVC SDR-26@0.50% SLOPE MRI NIHVM 3:I N42 :6 4S5 5T94A9 4: 187 +D8 "5E5PP. V0TC5H ·LFI1RN1 OE7MC' M H 3 3 INN V1 2O3 5U3T7 14. 57 44 , 2E7 288" 3P1V0C1 2T. 8O5 M H 3 1 - MR IHM 3: 34 :6 S2 .T2A2 : 1 9 D+ 2E1P. 6T2H L I6N. 9E' C II NN VV IONU: T4 :5 54 .5551. 381" 8P"VPCVFCRTOOMMUHP S3 2T R E A M M H 3 4 00 + CX) N 1235329 89, E 2830851 62 00 I +"' ' ' ' ' ' ' UIRNPI VMS: OT4RU6 ET2 A.: 04M25 6M. 1HD1 E384P" : TPSHVT. CA5 :.T29 0O' + M4 0H. 7333 L I N E C N 1235272.94, E 2830747.01 00 + 0N ' 0"' + 0N 480 475 470 465 460 455 450 445 440 435 430 0 -II ' c0 �0 ll) > 0 ll) u w ( 0 /) u � ll) REVISIONS BID SET C 2025 Midwcsicm Engineers. lnc. 802 West 13roarlwav S!rect P.O. Box 295 Loogootee. lmfon:1 47553 DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 8 8 OF 14 I FllI NUMBER l\S \I] I Do Not Use Plan Previews for Take Off

a a a w w w " w z! � >z .:::i ..._ o-�> � �- .. sO .. ..._ "'SI ,: o; �o - �� w :. �§ � �w $ti; � 0 2Li-, "£ u0 "'z w-, w� � C,,l ON 55, . <o MANHOLE FRAME & COVER: ASTM A·48, LATEST EDmON, CLASS 35 WITH 24" OIAMITER FR.AME. IN TRAFFIC AREAS; 7' MIN. HGT., EQUAL TO EAST JORDAN 1022 OR EQUAL WlTH HEAVY DIJTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. (SET LIO FLUSH WITH FINISHED STREIT SURFACE). IN NON-TRAFFIC AREAS: W7BI" ET HHA GRMIT NE. , DG Er StQJ UMU RA FDL AU TCTOEY &EC AOCS VOT ENRJ CO, ERMADAL ACE NHD I 1LN0IE2F D2T HOLES. SET TOP 2" ABOVE GRADE {AFTER EARTif SE111.EMENT). B U TGYRLAFDI LI NL EGRRSI NT RGISP: SEE SHEET WW·06 FOR GRADING RING NOTES P RAE SCTAMS TC C- 4O7N8 E, 4A0N0O0 RP I. SS .EI R. CSOE NC CT RI OENT SE :. JQ.llifr S EP AR LE FBOERTMWEEDE NB UC TAY5 LT IRNUGB BA ENRD SEEAACLHA NR TI NMGE ME TI NI NI MG UAM5 TSMI Z CE - 39 /940". PRIME EXTERJOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING. ALL JOINTS SHAU. HAVE EXTERIOR JOINT WRAP I NMBJE ENE STS TEI NAA NGL ECTDE HS WE Wi RmHE EQ RAU EI CRJ OEO MNI NTE TRN OTI SSU BEO EFDL AOE SXWTP MAWNCAS- TI8OE7 RN7 , TWMA ABI NTL EIE MR, JUSOMEI AN5 LT" EWS QHRUAAAUPL.. TO CONSEAl CS-2.31. PRECAST BASE SEmON: BASE SECTION wm-l RESILIENT P!PE TO MANHOLE CONNECTOR MEETING "511'1 C-923. SMOOTH !NVERT CHANNEl.5 SHALL BE SHAPED TO A DEPTH OF A FUll INSIDE Pl� DIAMETER. THE MANHOLE BENCH SHAU. SLOPE TOWARD THE CHANNEL AT A 12:1 SLOPE. T H EB AMSAEN WH OI TLHE BAA M. S IENSI ME CUTMI OCNO MS HPAALCLT EB DE PDLEAPCTEHDOOFN6 A" , #T H5 EO SRT#O8N ES TBOANS EE SHALL OVERHANG THE BASE SECTION BY A MINIMUM OF 6 " . s" 6" (MIN)---......__ _ Minimum Pipe Deflection Angle 48"0 Structure #5NOORTiEfS: STONE BASE � , 2'" NOTE: PAVED AREAS (FUTURE PAVED AREAS) N O I N S T C E L P U S D E T D O . BE 4S" DIA. ' " 5" • Pi e Size 15 " 18" 24" LALL MANHOLE LIDS SHALL BEAR "SANITARY SEWER" MOLDED INTO THE EXTERIOR SURFACE. �� . " 1'" '5" ,r 2. WATERTIGHT CASTINGS EQUAL TO EJ 1022-WT WITH GASKET AND BOLT DOWN LIDS REQUIRED AS NOTED. 15" "" 18" 81" ,.. Nl.OTE.I\:NGLE SHOWN IS FOR MIN. DEGREES BETWEEN CTC EHONENTCHERORILLTIEEN SEBI SEZ TEOWFF OEP ERI NP EE HAS CO. HLTEHPS IE. P ED EI NG CR LE UE DS I AN RGE 5B" ' AMS IE ND O N 43 .. AA LL LL ?P RR EE CC AA SS TT CC OO NN CC RR EI TT EE FS OH RA UF.OCROCNE TMAAI NI NWRAETCEERMP RNOGO AM ANNGHAODLDE mS AVNED, XA YL LP ENXE WO RMEAQNUHNO AL EL ES NWT .I T H I N 5A0N0T IF-ECEOTRURPOSSTI OR ENAAMDOD RT TDI VOEW, CNOS TNRSEHAl EML OO FOTR HEEQRUEI CV AE ILVEINNTG. M A N H O L E S H A L L C O N T A I N 5. IT IS UP TO THE ENGINEER TO DETERMINE IF ECCENTRIC OR CONCENTRIC IS ALLOWED. 5. REMOTE AREAS REQUIRE FRAME/CASTING TO BE MINIMUM 12" ABOVE GROUND WJTH MARKER POLE 789 ... RAI FEl lFVEEORNP TET NORIEWNQGWI .SI I· RZT EOODFH,OAARVDEBDEWPNEACRTHEDDRETETITAGAIlILiLTO. RNE WS I WL I -E1N1T. S E A L B O O T O R G A S K E T . STANDARD PRECAST CONCRETE 48" MANHOLE NOTTO SCALE UNPAVED AREAS • TOP SOIL INSTALL BAO(FILL UNIFORMLY AROUND EXTERIOR OF MANHOLE ,----c,31�-­ A CUCNE IPFTOARBML E I �N NC AA TV UA TR EE O, FMR EAET EF RR IOAML . OTRHGAANN I2C I MN CAHT,ECROI AML PAANCDT ES DT OANSESSP LE AC RI FGI EE DR 12" PIPE EMBEDMENT PAVED AREAS (FUTURE PAVED AREAS) MANHOLE (SE'E MANHOLE DETAILS) STANDARD MANHOLE BACKFILL NOTTO SCALE PAVEMENT GCORMANPUACLATREDBACKFILL #5 OR &8 ROCK BACKFIU. #5"5(OMRIN#.)8 STONE BASE MANHOLE CASTING & COVER RSI NE AGLMBIENTIWM UE EMNSCI ZAES T3I/N4GP RAENF DO REMA CE DH B U TMYELE RT UI NBGB EARS TS ME ACL ·A9N9 T0 ( AP RL MLI MEJ EOE TI ENI NXTTGS E TSR HHI OAE RLRL OE HQF AUJ VOI REI ENEMTX SET NEWTR ISI TOOHR F BJ AOI TSI UNT MMT I WCN -OR8 UAnSP PRIMER PRIOR TO WRAPPING) GRADING RINGS O N ER IONRG nMvUoS TR BI NE GUSS (EADT) L3E" A· 6S"T, H1 EGI GR AHDT SE CASTING ADJUSTMENT r " . >-..------- " "• ;-- ' .. • • " � ' , ' , NLOTcS:YNnJmc OR CONCRETE GRADE RINGS ALLOWED. � t; z ww GRADE RING 2. SYNTHETIC RINGS SHALL BE CRETEX PRO RINGS OR APPROVED EQUAL 4 3 6 S . . . . P C S C R O Y O E N N N C T C C A H R R S E E E T T T T I E G E C R R G RA I R I N D N A G E D G S ES R I S S R N H H I G N A A S L G L L S SL H B B S lA H : E L 3 AL 2 " L " · C L 6 M O " H . A N A X T V I A E MI U N A M M W . I A 3 N T " I E M A R N U D P M R G O S R O T E R F A I E T N N E G G R T A U H D S : D E 4 f T , C S I O O V N O E C , P R X S E Y I T P A E E T X . 2 O8RDEAQYUSI. VALENT. 7. RINGS SHALL BE ALIGNED VERTICALLY AND CORRfCTED rF OFFSET BEYOND 1/2". 89 .. RA ILSLEPRRREICNAGS ST SCHOANLCLRBEET EF RFEOER OFFO DR CE EF EMC TA SI N ART EICNESI TV AI NLGL AMT IAONNH OA NL EDS WAANRDR AA LNLT YN EI,NV SMP EA CNTHIOOLNE. S AWNITTIH·ICNO5R0R0OFSEI OE TN UAPDSDTTRTEI VAEM, COORNDSOHWJ ENLSOTORRE AEMQUOIFVTAHLEENRTE. C E I V l N G M A N H O L E S H A L L C O N T A I N 10. SEE SEWER SPEC AS NEEDED. \CRCCASC CONCRITE MANHOLE CONE STANDARD CASTING ADJUSTMENT AND GRADE RINGS NOTTO SCALE EXISTING GRADE CI ON SN CTC OAR LRI LTE ERDEMRS IAI LLNLI HEE NOX TIL SEST AEI ANN LDG, BOOT, OR GASKET PROPOSED PVC SANITARY GRAVITT MAIN SEEREPQIPUEIRBEEMDEDNINTGS BOTTOM OF TRENCH S ESTT AI NI NCL OE SN SC RS TE TE EE LMAANNCHHOOL RE W"' - 1 SCH 40 90 DEG. ELBOW ROTATED TO THE DIRECTION OF FLOW OUTLET OF INTERNAL DROP TO E LBEEV AA PT IPOR NO XO. FA TE XCI RS TOIWN GN SEWER PIPE ANO DISCHARGE TO CHANNEL II \\ ( ��r-rm.s�· ) 00 � Al'!'RDVED ll'f EWSIJ EXISTING MANHOLE CASTING ANO LID 1N.OTEIN: TERNAL DROP REQUIRES PERMISSlON FROM EWSU PRIOR TO USE. Z. CONE REPLACEMENT AND/ OR REPOSmONTNG MAY BE REQUIRED. 3. MINIMUM INSIDE DROP TO BE 35• (INVERT OF OT HU ET LIENTC OO MF ITNHGE PIINPTEETRON ATLH DE RION VP )E R T O F T H E INSIDE DROP BOWL ST S A E I C N U LE R S E S D S W T IT E l E - L 1 FASTENERS Z " BMOITNT. OPMR OOJ FE CI TNILOE NT (PCI PL EJ T S" OV " TSOH AI MP EP DR ONVOETFCLHO AWT) EXTERNAL PIPE COUPLER PVC INTERNAL DROP LEG STAINLESS STEEL STRAPS SECURED TO CONCRETE F S M A EE S A B T N R S E H A T N C A O E K f L R N E E S L T W E A D S A T S E L T 4 S L A 8 T WI '" E I L I T E Nl A L - T N 1 A E D 3 D R / P V J 8 U E A " R $ L S T S M T A ( A A B M I N L N I E U N L F E , C A S L O C S A F T M S nU P T R v I E N E o E G R L ) REQUIREMENT EEXXIISSTTIINNGG BSEANNCITHARY SEWER PIPE PRECAST INTERNAL DROP MANHOLE NOTTO SCALE · O) N1B" O3D2L LT3A /CH4I "OR DCL ELI ASE MANHOLE COVER BUTYL MASTIC PFRI ALELDCEJ AURSSSTTTMCROEI PNN C(TTRRYEIPNT. )GE TOPOf -·- =• - � TIP. � BBOAONPT DPT I OL NYMG COAOGFNEFCNRRTAEMTT OEE FRAME SECTION FORM AND FILL WITIH _,-' \\ .. . l NON.SHRINK GROUT (VIBRATE IN PLACE) TOP OF -- ---aFIuLTLEY"RL MSATRSITPIC(TYP.) FLEXIBLE FORMS INSTALLATION DETAIL INSTALLATION DETAIL FOR SLOPE ADJUSTMENT FOR FRAMES AND COVERS -N,-OTE~:MANHOLE FRAME & COVER TO BE ASTM A-4B, LATEST EDITION, CLASS JS WITH 24" DIAMETER FRAME. 2. ICJNOO TRNRDCAAEFNAF LI 1CE0 D2A2RUOEFRAT SHE. OQOLUREA SLF UW( TS IUET RTH ELHI TOE RAFAVL FYUF SDI CHU TAWYRI TECHAOSFV, I EN7 R' I SM. HMI NEAI DMC HSU IMTNREHEDEE I TBGESHAUTRR. . I FNE AGQCUSEAU) L R TF OA CE EA S& T 3. DIA NUB OTN YVO ENC O-GTVRREAARDF , EF MI {CAA CFA THREIERNA ESED, A7RB" TE HHA ERSII GEN THGTTSL, EUEMRQ FEUANACTLE) .T&O CEOA NS CT EJ AOLRE DD A LNI F T 1 H0 2O2L E SW. I ST EHT MT EODPI U2 "M 4. APPROVED WATER SEALANT REQUIRED AT ALL JOINTS. S. STAfNLESS STEEL REQUIRED FOR ALL HARDWARE ANO FASTENERS. 6. BAORELTASD, OEWTCN. MANHOLE FRAME TYPICALLY USED IN REMOTE UNDEVELOPED OR ELEVATED EXISTING GRADE C OERXEI SDTRI NI LGL ME XAINSHTOI NLGE CONCRETE MANHOLE AND INSTALL SOOT PROPOSED PVC GRAVITY MAIN S E EREPQI PUEIRBEEMDEDNI NTGS BOTTOM OF TRENCH BOLT DOWN FRAME NOTTO SCALE EXISTING MANHOLE CASTING AND LIO ·'.',�·:•:�-x,�s��· �/, �;').:' ,(7/,',"/,Y//'?::?; );;;; '.;;' � �<�, »,.��';'/); ,, ,, ,,,., hY,,. ,ii1>fi ����:'] % ,,�»> �)0,7}:v;,y; �%),f:1 I \ �%i"$ ,v.,<x:,-<,,(J ���<_ :, /)s�Yf---1\�y I I I I N1.OTER:EMOVE EXISTING INTERIOR BENCH ANO RE-POUR I I BENCHES AND CHANNELS WHERE POSSIBLE. I -- -- -- I 2. ENGINEERWILLVERIFYTHECOND!TIONOFTHE t- - ---1 PRECAST BASE AFTER REMOVAL OF THE INTERlOR I BENCH TO DITTRM!NE IF STRUCTURAL INTEGRITY HAS I I BJ ME EP NR ACmO MCPARLOOMRI SUENDSDUUC RC IENSGS FRUELM, OT HV AE LE. NJ TF IRR EE MBOAVS AE L I S I I I I SECTION SHALL BE REPLACED. I I I 3. INVERT ELEVATIONS TO BE COORDINATED WITH I ". ENGINEER � CL AHYAONUNTE LI SCOA NN LBYEAML LOODWIFEIEDDW. H E N EX!STING BENCH O R I I I I 5 6 . REFER TO WIN-20 FOR BENCHING ANGLES. IEFX INSET WI N IGN, CI ON MC OI NMGI NPGI PPEI PI SE LWA IRLGL ENRE DE DI A TMOE TMEART TC HH A N I I CROWN OF EXISTING PIPE. I I 7. IF LINE REQUIRES A DROP OF 2' OR GREATER, REFER TO DETAIL WW-14 OR 'NW-15. I I 8. ALL OPENINGS TO HAVE WATERTIGHT RESILIENT SEAL BOOT OR GASKET. -_--l I - _J I _j EEXXIIS5TTIINNGG BSAENNCITHARY SEWER PIPE NEW PIPE CONNECTION TO EXISTING MANHOLE NOTTO SCALE •• { 4 )A 12/32 " "9B/ 1O6L" T' < ' SBO. CN. � BOLTED MANHOLE COVER 5 / 8S" TTAHI NR LEEASD SE DS TREOEDL BUFITLYLEL RMASSTRTIICP (TYP.) P RAEDCJAUSSTT MC OE NN CT RREI NT GE SECURE NUT ROD TO BE FIRMLy ,/-IH--,,,..�1i..-t-t-�i+---t- SECURED BY o:tES!:rnoN WEDGE ANCHOR OR EPOXY NOTE: INSTALLATION DETAIL FOR FRAMES AND COVERS 1. AALPLPRJOOIVNETDSW. ATER SEALANT REQUIRED AT 2.. WATERTIGHT MANHOLE FRAME MODE #OR10E4QSZUIBVYALEEANSTT.JORDAN IRON WORKS, INC 3. 4. H S B SH O T A A A L R T I L D N L WD L B E O A E S WR S I E N N S A T F M N E L A O O E N L O F H A RO O S E P L T Q l E E A U N F I I N R R E E A R AD M S R . EE F A O A S R N O D A R L C L A O T VER DIRECTION OF ENGINEER PI ( C 2 K ) B E A P R IC S " ' ., �(< )A ,2,3, . ,9S/ 1O5L" 0, SBO. CN. I . . I FRAME SECTION 5 / BS" TTAHI NR LEEASDSE SD TREOE DL B BOAONPT DPT I OLNYMG COAOGFNEFCNRRTAEMTT OEE ROD TO BE FIRMLY W E DS GE EOC RUA NRE ECP HDO OBX RYY FORM AND FILL WITIH _,,,II"l NON.SHRINK GROUT (VIBRATE IN PLACE) Hh"'-- BUTYL MASTIC FLE F (T X IL Y I L B P E L . E ) R F S O TR R I M P S INSTALLATION DETAIL FOR SLOPE ADJUSTMENT BOLT DOWN MANHOLE FRAME AND COVER NOTTO SCALE ?RECAST CONCRETE MANHOLE {SEE PRECAST CONCRETE MANHOLES FOR ADDmONAL INFORMATION) MBCAOONORHTEO ODL RER J AGL NAL OSE KXI EINTSS T TPI AEN LRGL S CRUOEB SNMI CLI RIT EET NTA TEL BENCH (SEE BENCHES AND CHANNELS FOR ADOmONAL INFORMATION) .J p=.==��F==r=t----1---J(,- NEW SEWER PIPE I I I I \ I I I GNROONU- TS HI NR VI NE KR TG RWOI UT HT CHANNEL (SEE BENCHES ANO CHANNELS FOR ADDmONAL INFORMATION) ( PS RE EE FCOPARRSETAC OAC SOOTmN CC ORO INNTACELR EMI NTAEFNOHMROAMLNAEHT OBI OAL ESN SE) CORE EXISTING MANHOLE FOR NEW TAP NOTTO SCALE TYPICAL SEWER DETAILS • � z w � z C/1 w - 0 > - � 0 z U) oz <( IC U) w 0. ;fi� z � � 0 a: w 0 - - � w w uz � � w w :c z · I- J: U) I- - � Cl) ll. CJ >- a: z IC >� Cl) w a: 0 � w IL ti.O IC Ul ::!: 0� WW� � 0. >-� w iii U) a: (/) Iw r-' � >- U) � - IC� u <( U) - z Cl) REVISIONS BID SET C 2025 PL8M0.oOi 1od. �wWBoc oeo . s !stxe�! em2B. 9rl 5Eon mrnl igl Hwi nna�eye4rS7s t5. r c5I n�J ct . DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. a.c. CHECK E.K.P. PROJECT NUMBER 2018092-01 9 9 OF 14 I FlLE NUMBER �il)b I Do Not Use Plan Previews for Take Off

0 00 - z 0 ", r z z kl w 3c �� "i ;; >, !:i ---- �- 7 •9 ON " ---- s g: � (),, -::•� - "o : -:::: <;',I u •w ,: � ·- < .. -w ·- " Oi C -� � "o "u ffi � w� �q ,� ·� S 15 <c FIO1R/2P"IWPEIDCELExAIR"ADNECEEP SLOT (TYP,) (CTHYAPN. )N E L (CTHYAPN. )N E L SSfOfTI' B( TE YNP0. 1) F (T LO YP W .) ARROW N SE O E T E :: E HOLE \ :__i SEE NOTE 1 1/2"' WIDE x 1" DEEP SLOT (TYP.) FOR PIPE CLEARANCE TYPICAL 4-WAY FLOW TYPICAL 3-WAY FLOW NOTE: 1. WAU5 SHALL BE FLARED OUT AS REQUIRED SO THAT TESTING AND INSPECTION EQUJPMENT CAN BE SAFElY REMOVED. 2. AU NON-TYPICAL BENCHES ANO CHANNELS WILL REQUIRE A SPEOAL DETAIL ON THE PLANS. � 3. - DEPTH OF CHANNEL SHALL EQUAL DIAMETER OF PIPE THREE WAY TEE SHALL BE BUILT AS A TYPICAL FOUR WAY FLOW. Fl O1R/2P"IWPEIDCELExAIR"ADNECEEP SLOT {TYP.1 C( THYAPN. )N E L BENCH 1 1/2" WIDE x 1" DEEP SLOT (TYP.) (TYP,) FOR PIPE CLEARANCE BMAASNEH O L E .. . ' �-_j_ ' I • DN:- DN/ ' • .. . • (B1E YNPC. )H �Fl_OW ARSOW ' . ,·.-.. �1() ,1, _,,...- SEE NOTE l ' 6 . \• / ' ··1- • ,., .: 0 . - . . . . C( THYAPN. )N E L . �-- ·, '"�­ MANHOLE BASE FLOW ARROW TYPICAL STRAIGHT FLOW TYPICAL CURVE FLOW STANDARD MANHOLE BENCHES AND CHANNELS NOTTO SCALE CENTERUNE OF MAIN SEWER LINE PIPING PLAN VIEW REFER TO I C LDE AENT AOIULTS I FINAL GRADE MARKER POLE WITH--------l #5 REBAR S{ EP RE VR I CS PE ERCEI FS ITCOARTAI OT INOSN) CENTERLINE OF MAIN SEW' ER LINE MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL ANO BEDDING DETAIL) PIPING ELEVATION VIEW 1 N . O TE, 4 3 2. . . s 6. MM NAD O I I N N D R I I m M MM A U U O L MM N L C L A A A O T L T E V C E R E L R A R E A L A I L N S S S L O 3 L O l O J F P T E P E " E E R I T E S I Q S O 4 U 6 V " ! @ " E R @R E D 1 P 1 / I4 / P A " 8 E T " P . P EERRF OFOOOTT, . RPMRI! GON HIP MET RU-OTMFY- LWUA ATNEYERWCA LHL EESARI NZE OE LUFATRT OEI SRM A6 SL" E. CWR EORS SME AS J NR OT AO D W A Y . S I A WF L D I A C D T N Om H T N S N S O E T E W N A C A E C T L R K I N E U MG A T A S T I E Y U O M B T E E EY N X I I A T N S . P S T P T I R N A O G L V L L E A I D L N , ; E D M , E H A E Y Y P M R SA E E X Q W U CE I O R R U EP UNG LOTIERNMEEf.Q' OURAALRRYEFQAUCITROERDY. C A P R E Q U I R E O AT P R O P E R T Y S AC FANUTI TTI ' AU> WRS YE. OCC OOWNNNNTERERCA, TCEITNOOGNRI NTSIEHEEARDL , LOAWPNRNDO MPV RIEDOA ESP UE" ARR. TES ·YMB EUONIWLTTNS " E TSROE. RTVHI EC E SHALLOW SANITARY SERVICE CONNECTION NOTTO SCALE o1"' w w � :;; ,: ::a / RESIDENCE 7TO BE CON(I�NE-CUTNfED LTAOYOPUUTBL] IC SEWER SANITARY LATERAL � CLEANOUT (PER STANDARD DETAIL) SANITARY LATERAL 4" DIA. (MIN.) OR 6" DIA. @MIN. 1/8" PER FOOT OR LO% SLOPE INSTALL PER PLUMBING CODE CLEANOUT E VREERQYU I1R0 E0 D' OANT SATLRL ABI EGNHDT SRAUNNDS (PER STANDARD DETAIL) CLEANOUT REQUIRED AT EASEMENT OR -- -- PROPERTY LINES (PER STANDARD DETAIL) -- -- -- -- BENDS AS REQ'D---...Jj WYE CONNECTION . CONCRETE COLl.AR /(ONLY REQUIRED IN PAVED AREAS) (COONNLCYRREETQE UCIORLELDA RI N P A V E D A R E A S ) (COONNLCYRREETQE UCIORLELDARIN PAVED A R E A S ) --.:':-·--PUB-LIC UTI-LITY E-ASEMENT OR PROPERTY LINE EXISTING SANITARY SEWER --'\r FLOW DIRECTIDN1N.OTE:SEE STANDARD SANITARY CLEANOUT DETAILS. LATERAL SEWER CONNECTION LAYOUT NOTTO SCALE CENTERLINE OF MAIN SEWER LINE NOTEl l 24 . s 6. MNM OII NNRIIMMMAUULMML ALC ATOTEVREEPAR.LA LS LS OL OP PE EI SI S4 6" @" @1 /14/ "8 "P EP RE RF OF ODOT T, . rs 3 FEET OVER PIPE, R P M AR I D I G N O D H I P m M T E - U R O O T M F N Y - L A W L A L I T A N C E Y E L R E W C AA L L H N E E S O A R I N U Z E O E T L U R F A T R E T OQ E IS R M U AI 6 R S L " E E . C W DREOARTSSMEASI NR OTAOD W A Y . S A WIF L D m A C D - N Om I T N S N S o E T E N W A C A E C T L R I K N E U M AG T A S I T E Y L O M I B T E E EY N X I I A T N S . P S T P T I R N A O G L V 1 . L EA I D L N . ; E D M , E H A E Y Y P M R S A E E ) Q W ( U C E I O R R U EP LING POT RlR: OMEPf Q'EOURRTAAYLR RLY IENFQAEUC. ITROE RDY. C A P R E Q U I R E D A T _,r MAIN SEWER LINE REFER TO I C LDE AENT AOIULTS I S AL FAN UTI TTE ARU RSA YeL PIPING PLAN VIEW FINAL GRADE MARKER POLE WITH--_____ ...;_1 #5 REBAR r S ( E P R E V R I C S E P E R C E I F S I T C O A R T A I T O I N O S N ) ! I ( CENTERLINE OF MAIN SEWER LINE C RL EDE FAE ENTRAO ILTLJ OST I SEWER LATERAL--✓ 45° WYE CONNECTIONS /--SLOPE@1% PER EWSU APPROVAL 45° - 60° (UNLESS OTHERWISE DIRECTED) 1\.:1.P'-----------WHEN TRANsmoNING FROM C-900 PVC ( OSURESWAE PETPRHR MEO A"V SIENPDETOEOQF USI EDA DRL "- O2B6TRHPAEVNRCDW LIF AmSTEElUR NAS GEL MAIN SEWER LINE {SEE SANITARY SEWER BACKFILL AND BEDDJNG DETAIL) SDR-26 PVC FmlNG) PIPING ELEVATION VIEW OCC OOWNNNTNERERAC, CTETI NOOGNRI NTS EIHEEARDL , LOAWPNRNDO M\ Pt 1REDOA ESP UE" ARR STE ·YMB EUONIWLT rNS E TSR OE. RTVHl EC E MEDIUM SANITARY SERVICE CONNECTION NOTTO SCALE CONCRETE COLLAR POURED AROUND CLEANOLJT COVER (3500 \ >'S!) 1 10 5 1 1 / /4 2" '" AUNS DF 7L 6I D3 1J NOSRT AE QL LUEADL OC RA SUTT II RL IOTNY CA LP EP AR NO OV EU DT EF RQ AUMA EL EXISTING GRADE FLUSH WIT!i FINISHED SURFACE R S ERE QEE PU LPI AAR CVE EEM MME EEN NNT TTS X X FPWLV IACTTHF SEILMNOVAmEL ER TCDEL DSE CANNRUOETWL fSTCC AAR DPE AWP TC AE fR' O R KOR·N-SEAL No, 5406-10 Aws� • WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDrNG REQUIREMENTS HC YOMUAPXL IDN RGEOSRS FUTURE OR EXISTIN1APPROVED EQUAL 6" SANITARY LATERAL \-o -1\.LJ)-- o� I I ---�L,.....�-7[-- �45<> BEND ----------PWVYCEPIPE SEWER LATERAL TYP. 6" (MIN.) @1.0% (MIN.) SLOPE I:__ --5' . _j ---LJ----!_/-----------�✓ Y".'7>-_V'.V:\' BOTTOM OF TRENCH SECTION 'A-A' /F./,,,//,:///.: SEWER CUSTOMER'S PROPERTY EASEMENT OR RlGITT·OF-WAY F USTAUNRIET AORRY ELXAI TS ET RI NAGL l {WHEN INLINE LAYOUT REQ"D) I ---------- INSTALL 1/2" PERFORMED JOINT MATERIAL AROUND CASTING A L C O CNOC RUEATRE EASEMENT, RlGITT-OF-WAY OR PROPERTY LINE CAST IRON Cl.EANOUT FRAME AND LID WYE 45" BEND PLAN VIEW SEWER LATERAL A J STANDARD SANITARY CLEANOUT IN PAVED AREAS (; -L S AL FANUTI TTE UAR RJA YL NOTTO SCALE PIPING PLAN VI #M5ARRKElB:RARPOLE W/ S(EP RE VR I CS EP ERCEI SF TI COARTAI OT INOSN) DETAILS CENTERUNE OF MAIN SEWER LINE MAIN SEWER LINE I ! ( CENTERLINE OF MAlN SEWER LINE FINAL GRADE I LONG RADIUS 90° BEND OR TWO 45� BENDS COSMEPWACETR FLIANTAELRABAL CKFIL1. ETMOB EP RD OM VE INDTE SLUAPTPEOR RA TL J',:.;9,.:.---f-:;7CONTROLLED SETTLEMENT JOINT 450 -60° (UNLESS OTHERWISE DIRECTED) WHEN TRANSmONING FROM C-900 PVC SEWER MAlN TO SDR-26 PVC LATERAL USE TI-IE "SPECIFIED" BRAND FmlNG (OR APPROVED EQUAL) OIBERWISE USE SDR-26 PVC FITTING FmlNGS. lSOPREECQIRUEADL FITTINGS I CENTERLINE OF MAIN SEWER LINE ='<>-MAlN SEWER LINE S E( WSA ENE ERD SBBAAENCDI KTD FAI INRL GYL DETAIL) PIPING ELEVATION VIEW Nl.OTE,NORMAL LATERAL SLOPE IS 4"@1/4" PER FOOT, MINIMUM LATERAL SLOPE rs 6"@1/8'" PER FOOT. 2. MINIMUM COVER IS 3 FEET OVER PIPE. 3. RAIDGDHmT - OO NF A-WLACYL EWAHNEORUETL RA ET QE RUAI RL ECDR OA TS S E S R O A D WA " 4. PMRI NOIPMEUR MT YLLAITNEEPC. ALL ESAINZOE UFTROISM 6S" .EWER MAIN T O 5. Wm-I SEWER IJTIUTY APPROVAL, DEEP SE\'IIER SLANT STACK MAY BE INSTALLED; MAY REQUIRE ADDmONAL EASEMENT. 5. PTREOMPPEORRTAYRYLINFAEC. TORY CAP REQUIRED AT CS EORNVTIRCAECCTOONRNSEHCATLI OL NP RTOI EV IDDOE WANS - B U I L T " MA NE DA SPURROEPMEERNTTYS OTWONTEHRE. O W N E R , E N G I N E E R , DEEP SANITARY SERVICE CONNECTION NOTTO SCALE / /, .,__ ·, ' ' ./ , 6F"USTAUNRIET AORRYELXAI TS TEIR .NAGL 1 1 S 0 1 1/ w 2" '/ 1------9"'------ U S FF R7A6M3 E1 OA NR DL JLTIIDU TI NY SAT PAPL R1 O£ DV EFDL UESQHU WA LI TCHA SFTI NI IRSOHNE DC LSEUARNFOA UC TE EXISTING GRADE W I TPHV CI NFVEEMR AT LEED CNLUE TA NS OC RU ET WA DCAAPPTOE RR FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406·10 AWS* "'WITH 10 1/4" BAND PVC PIPE 45° BEND PVC PIPE WYE SEE BACKFILL AND BEDDING REQUIREMENTS SEWER LATEP.AL TYP. 6" (MIN.) @1.0% (MIN.) SLOPE �-7------------- 1 I ,... I ----------------�-�----L�---------------� BOTTOM OF TRENCH/ SECTION 'A-A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RlGITT-OF-WAY --'\,--------+--------======-----� FUTURE OR EXISTING SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) I I ,... I '----------- I NJ OS TI NATL LA 1R/O2 U" NP EDRCFACSRTMI NE GD _ ) EASEMENT RIGITT-OF-WAY OR A PROPERTY LINE t __ _ CAST JRON CLEANOIJT FP.AME AND LID WYE 45 ° BEND PLAN VIEW SEWER LATERAL STANDARD SANITARY CLEANOUT IN UN-PAVED AREAS NOTTO SCALE s· EXISTING OR PROPOSED ROADWAY (INCLUDING SGHUOTUT LEDR E, RT , OC UB AR CB KA ON FD OJRB) s· SURFACE R ESSPTEOCRI AF TI CI OA TNI O( PNESR) { INFLUENCE OF TLRI MA FI TF ISC INF T L R U A E F N F C I E C OF LIMITS S (UPREFRA SC PE EROE SF ITCOARTAI OT INOSN) / 1 1 " FJNAL BACKF!LL--------.:.._ cl--__ _j / / � TBRAACFKF FI CI L ZL OUNNED OE RF INFLUENCE FINAL BACKFILL LIMITS / S EMWAEI RN NOTE: WPI TI PHE WE MWB- 3E 2D, MWE NWT- 3I3N, AWCWC O- 3R4D, AWNWC E- 3 5 INFLUENCE DF TRAFFIC LIMITS {1:1 BEYOND S FT. OF ROADWAY) -!.-BEDDING AND BACKFILL SHALL CONFORM TO DETAILS WW-32, WW-33, WW-34, \'1/W-35. FCR SEWERS GREATER THAN FIVE FEET FROM THE EDGE OF EXISTING OR PROPOSED ROADWAY, ANY PORTION OF THE TRENCH S EMWAEI RN 2. BELOW THE ZONE OF TRAFFIC INFLUENCE SHALL BE BACKFILLED IN ACCORDANCE Wm-I THE STREET JURISDICTION REQUIREMENTS. FINAL BACKFILL AND TRAFFIC INFLUENCE DETAIL NOTTO SCALE A t TYPICAL SEWER DETAILS • REVlSIONS BID SET C 2025 8PML 0.oOi 2do . gwWBoeoose tsxi ect em2B. 9 r!5E<nJ a(nl dig"wi nna"eye4r S . 7; .t5r 5Ienc3cl . DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. Q,C. CHECK E.K.P. PROJECT NUMBER 2018092-01 1 0 10 OF 14 I FlLE NUMBER 4<;"J) � I Do Not Use Plan Previews for Take Off

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