PROJECT�-- AREA SANITARY SE ER SY�STEM IMPROVEMENTS CRAW- 33 FORD E.'\ST SIDE SEWER PHASE I DIVISION I NIEHAUS SEWER EXI ENSION FOR THE KNOXCOUN ' INDIANA JULY 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 NOTTO SCALE WASTEWATER TREATMENT PLANT MANAGER NOTTO SCALE ' {'i;,r-/ DJ �rV Patoka ·t Mt.Carmel Ireland • ' 0GP.,..... � Jasper " JOSH MOORE WASTEWATER COLLECTION SYSTEM MANAGER STAN ECK ATTORNEY T. GRAHAM DYCUS HARTBELL ATTORNEYS VINCENNES, INDIANA > L__ I ◄ _ LOCA'. _ TI ON _ MAP_____,► I < � � i: BID SET ': � ��lr===========================:::::;-;==================================:::::;--;::::==========================::;-;::======:::;-;:===.;;�==:::::;-;=====::===========,;========;-1 � � ; ;1 �,,,,,!nwmu11,,,,,,,. COPYRIGHT© 2025 Midwestern Engineers, Inc. � � Ii Midwes;·;;;;eeE;c g " i�1;ers, Inc. /,? ·+ ,,_,_ n 7/1/2025 ,�...:. �\Sl��!0:\ ,( � � 11: � PLANS CERTIFIED BY: �1.,\/ � j No. \ e Q 0�ii � i\ CLINT W. ROOS, P.E. DATE :_ *.,, PE11300241 .! -=- ,L. 6809 Corporate Drive, 802 West Broadway St., P.O. Box 295 REGISTERED ENGINEER No. PE11300241 STATE OF INDIANA - lndianapo[js, IN 46278 Luogootee, IN 47553 • /1urtD S � STATE OF !-c, E • u Ph: 317-334-0262 Ph: s12.-295-28oo QUALITY CONTROL � � 0 � ;: � � Website: midwestemengcom Fax: 812-295-2801 Email: mcinc@midwestcmcng.com REVIEWER: / 7/1/2025 \ � $ 111D1A"-\. .. �. , PROJECT NUMBER 2018092-01 1 1 OF 14 � � Consultants • Civil • Mechanical , Electrical E000K.P� DATE �,,,,:��::,�,:,,,,, FILE NUMBER 5 5 L.\5 CJ&'-\ • •�l.:;;====================;;:,,;;;==========================;:,,,!;;;====================�====='..!;;;;;====;;;;;;.:==;:;:;,:::::::::;;�======;;:,,;;;====:::::;:J Do Not Use Plan Previews for Take Off
0 � � 0 0 " " � 00 w �' 00 w ' �I �� <- = . >, -- ..__ ro � � � 00 N NOO oO N ro ;, ' <O 0 - .--1 c� •w .. •t � � �� .� - Q -o � "u "'z w -, -ow < � \I aN co ;; -a, <• KNOX COUNTY HIGHWAY ENGINEER/SUPERINTENDENT MATTHEW HOLDEN, P.E. 1472 N STATE ROAD 67 VINCENNES, IN 47591 PH: 812-882-2884 EMAIL: mholden@knoxcounty.in.gov 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 EMAIL: swincommunications@indot.in.gov UTILITIES ELE�TRIC DUKE ENERGY 100 S. MILL CREEK RD. NOBLESVILLE, IN 46062 PH: 317-776-5320 ATTN DON MCDUFFY EMAiL: dei.dline-coord@duke-energy.com --..-..... 7 CITY OF VINCENNES WASTE 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 EMAIL: g09871@att.com 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 WINDSTREAM COMMUNICATIONS 1450 N. CENTER POINT RD. HIAWATHA, IA 52233 PH: 1·8□0·289·1901 EMAIL: locate.desk@windstream.com PROJECT LOCATION EAST SIDE SEWER PHASE I DIVISION I NIEHAUS SEWER EXTENSION SEE SHEETS 3 THRU 12 FOR DETAILS PROJECT LOCATION EAST SIDE SEWER PHASE I DIVISION II SEIWERS-MEMERING SEWER EXTENSION SEE DIVISION II FOR DETAILS LEGEND: • PROJECT LOCATION MAP SHEET SCHEDULE SHEET DESCRIPTION 1 COVER SHEET 2 PROJECT LOCATION MAP, GENERAL NOTES ANO SHEET SCHEDULE 3 OVERALL PROJECT PLAN 4.9 PLAN AND PROFILE SHEETS 10-12 TYPICAL SEWER DETAILS 13 STORM WATER POLLUTION PREVENTION PLAN 14 EROSION CONTROL DETAILS Olous so U.S. 50 EX. GRAVITY SANITARY SEWER MAINS EX. SANITARY FORCE MAINS PROPOSED GRAVITY SANITARY SEWER MAINS GENERAL NOTES 1. 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 lWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN 4. THE LOCATION OF EXJSTING 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 lWO (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 lWO (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 LINEAR FOOT SUBMITTED WHEN THE GRAVITY SEWER MAIN OR FORCE MAIN IS INSTALLED UNDER A STONE DRIVE OR ROAD. STONE RESURFACING Will NOT BE A PAY !TEM 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 FUTURE ROADWAY CORRIDORS SHALL BE COMPACTED TO A MINIMUM OF 95% OF STANDARD PROCTOR MAXIMUM ORY DENSITY {ASTM 0698), IN MAXIMUM 12-INCH LOOSE LIFTS. COMPACTION SHALL EXTEND THE FULL WIDTH OF THE TRENCH LEGEND EXISTING SANITARY SEWER FORCE MAIN WARNING / LOCATE POST EXISTING AIR RELIEF VALVE LIFT STATION AND VALVE PIT CLEAN OUT • EXISTING SANITARY VALVE 8 SANITARY MANHOLE --C/M--·- SANITARY GRINDER PUMP SANITARY SEWER MAIN SANITARY FORCE MAIN PROPOSED SANITARY SEWER WATER t • SANITARY SEWER MAIN SANITARY SEWER LATERAL SANITARY MANHOLE EXISTING 3-WAY FIRE HYDRANT ANO VALVE EXISTING 2-WAY FIRE HYDRANT AND VALVE t EXISTING FLUSH HYDRANT AND VALVE 'f' YARD HYDRANT ' EXISTING BLOW OFF AND VALVE S PRESSURE REDUCING VALVE c::i EXISTING LEAK DETECTION DEVICE @ WATER METER si- SPRINKLER HEAD 8 EXISTING GATE VALVE • 0 ELECTRICAL E3 • 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 --osE-- OVERHEAD ELECTRIC TELECOMMUNICATIONS --0>- -·- ., ' GAS ..,,,._ • " C TELEPHONE PEDESTAL FIBER OPTIC WARNING / LOCATE POST TELEVISION PEDESTAL BURIED TELEPHONE GAS WARNING / LOCATE POST EXISTING GAS VALVE GAS METER GAS MAIN AND SERVICE LINE SURVEY ♦ "' 7 SURVEY POINT / BENCH MARK SURVEY MONUMENT HIGH WATER MARK STORM SEWER '1lDIIl STORM STRUCTURES :J�P-< CULVERT TYPE AND SIZE 9 STORM MANHOLE MISCELLANEOUS <S SIGN o SATELLITE DISH s RIGHT OF WAY MARKER a MAIL BOX o POST a @ --I - - __ , __ MANHOLE REDUCER CAP TREE WOOD FENCE WOVEN WIRE FENCE E -- ELECTRIC FENCE -- cc -- CHAIN LINK FENCE � HOUSE HOUSE TRAILER OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE REVISIONS 7/1/2025 BID SET " 202S Midwestern Engirn:ers. Inc. 802 West Broudway Street P.O. Bo� 295 Loogootee. Indi,u1a 47553 DATE JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 2 2 OF 14 I FILE NUMBER I LI 5'Q(, 3 Do Not Use Plan Previews for Take Off
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V \____ 435 430 425420rTJ ;§ 415- 0 ::, 410 405 EX. 12" SANITARY GRAVrn' MAIN MEI PROJECT No. 2019099-00 1 FILE No. 391J:9 1 � 11'1 "'l I� 11 g "--- "---3+00 lj ,;: "'\ l1�1NT OF CONNECTION STA 3+80,' CONNECT NEW 12" PVC, SDR-26 \ GRAVITY SEWER MAIN TO EX. / __.I" .J ( J I \ / "--- "-... \ I B42e-r1n5a-r0d3G-2N00ie-h0a0u4s.0T0e0s-0ta2m3 entary Marital Trust UI � 0 0 + co DSEOEWSNHSETERTEA10MFMOHR 4D, ETAILS UTIUTY CROSSING '------------�,,,..,N: 1234704.8476 E: 2829924.3243 EX. DOWNSTREAM MH 4 N: 1234645.3476 1-,� � -- -l28E2:9911 0647 "-... '�, ---- -__,.4,,2,,9,, REXIM. :D4O2W7.N50STRDEEAPMTHM.H154.:8S' TA:3+80.82 LINE A , . . II NN VV IONU: T4 :1 24 .1710. 7122 "1 2P"VPCVFCRTOOMEMXH. M5H 3 N 123463746, E 2829920.63 ID , \ . 1 _ I N SPTOAI NL LT 1O4F2 'CoOf N1 2N" EPCVTCI OSND RS-T2A6 @. 3 +08.02 5 % S L O P E 00 + GC OR ANVNIETCY TSNEEWWE R12M" APIVNCT, OS OERX .2 6 DSEOEWSNHSETERTEA10MFMOHR 4D, ETAILS 00 + IMNASITNABL YL 1O2P" EPNV CC,USTDPRL-A2 6C EGMREANV TI T Y S E W E R NU :T1I L2I 3T4Y7C3 0R. O2 8S2S6I N G MI NASITNABL YL 1O2P" EPNV CC,USTDPRL-A2 6C EGMREANV TI T Y S E W E R E. 2829925.8893 ---- ------ MU C 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 E S A L E N D P D A V RM E A R A T I I N F IO Y T N A A I L N L MR IHM :5 :4S2 5T.A8 :15 + 2D2 .E5P0 TLHI N: E1 2A. 8 ' INV IN: 413.25 12" PVC FROM MH 6 ------ ------ NINV12O3U47T784.1931.,0E5 21822"9P9V2C8.6T4O EX. DOWNSTREAM MH 4 >-=EXISTING GRADE INSTALL 397' of 12" PVC SDR-26@ 0.25% SLOPE 00 + "' 00 + " 0 0 + I'- - ------ - I I f I � I I I I I I ------ ------ ------ 0 0 + CX) ------ / I ;1/ ASPHALT EDGE OF PAVEMENT � STONE " / ------- ;-- / / / / -- / / "--. / / / / "--. " �---,-----------------,-''------- ----' ,--------4' / 0 0 + (j) t"' / "' / EX. STORM CATCH BASIN 12" CPP \ EN: 21822395812657.92590768 / / / / 0 0 + 0 / / / / / / / / WHOLESALE BUILDING MATERIALS FRONT omcE - \ � EX. STORM JO" CATCH BASIN ------ CONTRACTOR SHALL REMOVE AND RESTORE -7 GATE AND CHAIN LINK FENCE AS REQUIRED � -....... -425- _ E4l2le'1rm�-a0n3,-2T0im0-006 000-023 , __ EX. STORM CATCH BASIN " IWI Iii • EN:: 21822395828220.62352529 1cINSTALL 12" PVC, SDR-26 GRAVITY SEWER MAIN BY OPEN CUT PLACEMENT ---- - - PC OO LNET RA AS CNTEOCRE SS SH AA RL LY TDEUMRPI NOGR AC ROI NL YS THROUL CD TUI OT NI L I I TF Y REQUIRED BY THE ELECTRIC UTILITY - I LINE A STA. 3+70 to STA. 12+70 I SF UT AL L 7D+E2 P0 TTHO GSRT AA N. 9U+L6A0R SB AU CR KF AF ICL EL ARNE DP LBAI TCUEMMIENNOTU S A ' ' ' ' MRIHM:6 :4S22T.A4:19+1D9.E9P3 TLHI N: E8.A2' I I N/ NN VV 12 O I3 N U 5 : 1 T 4 6 : 1 5 4 4 . . 1 5 4 4 4 4 . , 2 E 1 4 2 2 ' 1 ' 8 2 P 2 " V 9 P C 8 V 3 F C 6 R . 6 T O 5 O M M M H H 5 7 C ' MRIHM7:4S22TA0:29+8D6.E5P9 TLHINE7.A3' II NN VV IONU: T4 1: 44 .1941. 7112 "1 2P"VPCVFCRTOOMMMHH6 8 N 1235222 08, E 2829871 98 ---- STONE EX. DRAIN UNES \_ CATION \ RIFY LOCA N � / 7 NE:: 12283259488263. 13843271 I I I MRIHM:8:4S24T.A49:12+D54EP75THLI:N8E.9A' INV IN. 415.78 12" PVC FROM MH 9 ------ 0 ' 15 "--- / ( I (f)-I )> 0, NI N 1V2O3 5U4T8: 34. 81 15,. 5E8 21822" 9P8V1C3 . 6T3O M H 7 ' - - ' '',--+--+ ' 3 0' 30 435 430 425 Et420 0 II c24"_MIN. INSTALL 268' of 12" PVC SDR-26@ 0.25% SLOPE 00 + ro Station Horizontal Scale: 1 "=30' 00 + a, ' INSTALL 67' of 12" PVC SDR-26@ 0.40% SLOPE 00 + 0 00 + 00 + N 0" + 415 410 405 400 395 �0 -(I) >(I) 00 w (/) 00 PLAN AND PROFILE • REVISIONS 7/1/2025 BID SET C 2025 Midwc,;tem Engineers. Inc 802 West Broarlway Sm,c1 P.O. Box 29.'i Loogootee. Indiana 47553 DATE JULY 2025 DESIGN C,W,R. ORAWN C,Z,M, Q.C. CHECK E,K,P, PROJECT NUMBER 2018092-01 4 4 OF 14 I Fllf """"'" '-JfO(,I I Do Not Use Plan Previews for Take Off
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445 � 440 0 © w 435 w 430 Cl • 0 (1) z 2 425 z"' 0 " ::, " 420 © "' "' 415 < 410 405 u 0 " �· " w w 0 in © w , �1.n z • � ,::J ':l""" "' z 8> • - - -9�N - I'- 8� • u �� ::::§ .,,_ .. 'w e •" 0 -w lal ·� Oo :t .Q� "u ,z w-wo1 >"' N9 5N ££ � 8: BUILDING "-- MH 10: STA:17+87.23 LINE A +---, RIM: 428.00 DEPTH: 10.7' Il NN VV OI NU: T4 1: 47 1. 571. 3112 "1 2P"VPCVFCRTOOMMMHH91 1 NIN S1 2T3A6L0L0 6A.B9 8O, LET2D8 O2 9W7 1N7F. 7R1A M E A N D L I D +--H REMOTE MANHOLE - 11"-6" - 0 0 + ro STONE 0 0 + '"- 0 0 0 0 + 0 N EXISTING GRADE I I I I \ \ I I -- \ "-- __,,,,------- - ,,.-420--------- _ '-- � CE XOCNATVRAATCI OT ONR. AT OM IPNOOT HN O1L. 5E' OGFA SC OMVAEI NR PSRHIAOLRL BT OE - NMC OO A T N IN S ST T I A T R I N U O E C V D E T IR OO V T N E H . R E E X T G C H A A E S V G A M A T A S I I O N MN D A E U INQ R UI D N I U P G RM E I E N X N G C T AMVUA TSITO N SC EE EN TSEPREPCOI FI NI CTA ET NI OCNRSOFAOCRH MD EE TNAT I LNSo . 1 LINE A STA. 17+80 to STA. 25+60 I MR IHM1 14 3: S5 T0A0 : 2 1 +D7E2P. 1T7H L. I1N6E. 5 A' I NIN N VV 12 I O 3 N 6 U 3 T 4 7 1 9 8 4 . 1 9 6 8 0 9 4 , 1 E 9 2 2 " 1 8 2 P 2 " V 9 P C 6 V 2 F C 2 R . 2 T O 7 O MMMHH1102 IRNESMTOALTLE AMBAONLHTODLEOWN FRAME AND LID INSTALL 377' of 12" PVC SDR-26@ 025% SLOPE 0 0 + N MG ST R A A I A N N A U 2 N 2 L + D A 4 R 4 G B R T A O A C V S K IT T F Y A IL S L 2 E B 2 W + E 4 E T 9 W R EMEANI NG A S 0 0 + N N Station Horizontal Scale: 1 "=30' , 0 0 0 0 + + n " N N I MR IHM 1 24 :2 8S.T5A2 : 2 5 +D4E8P. 8T5H L 8I N. 9E' A I IN N N V 1 V 2 O I3 N 6 U 7 T 4 4 1 : 4 9 4 . 1 8 8 9 5 2 . , 6 1 E 2 2 2 " 1 8 2 P 2 " V 9 P C 5 V 2 F C 8 R 9 T O 8 O M M MHH1 11 3 445 440 RINESMTOALTLEAMBAONLHTODLEOWN FRAME AND LID HI----+ 435 0 0 + U) N 430 1-425 1-420 0 "' + U) N 415 410 405 0 II co - (l) 0- > 0 Q) () w (/) 0 () - L Q) > PLAN AND PROFILE II) 1z w ::E w �� II iii z a. > Q "" - (/) .. 0 z -w � � � I- :C II Ill a. w >- ffi � II) � (/) II w rn w (/) ::i > w <l: > 0 :c w iii !!! Ill ,- z �� �- z c( II) REVISIONS 7/1/2025 BID SET C 2025 Midwestern Engineers. Inc. 802 Wc,;i Bronrlway Street P.O. Bo� 295 Loogootee. Indian:, 4755] DATE JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 6 6 OF 14 I FILE NUMBER . 1-\5OS C., Do Not Use Plan Previews for Take Off
', � - " r-. , • .,: • - - 0 ..i :r 0 w w �• • � < < e < z 0 z � �' � w w z z w �u <Z 05 - ' ;: q rJ � SP:? ::-§ 'w .l!l ti:i •J Oo -�2o "u " z w-, w� �uN - /5/SJ 55, . •• (0 fw w I (/) z 0 0 w ::::J z fz 11 0 0 0 A I lO + lO II; N l (/) I / i i 485 480 475 470 465 460 I I I I I I I I I I I I ) I / I J I I I I I I I / I I I, I I I I I f I I I I I I I I I I I I I I I I I I 1/ / I I I I j I I I / I I / � 8 I t I I I I I I I I I I I /. I I I I I II I I I I 7 I INSTALL 12" PVC SOR-26 GRAVITY SEWER MAIN WITH TRACER WIRE BY OPEN CUT PLACEMENT . 8+00 , , ION INSTALL A MARKER T POST/ TEST STATION ONTRACTOR SHALL CLEAR A RUSH, ETC WITHIN THE EASE I ( \ I \ \ ( I I MH 13: STA:27+19.87 LINE A RlM. 444.28 DEPTH 11.6' \ I ) I/ I/ / . �---...... / 1j1 /. ,1 ,J ,,.-- ---- \'("' '-- :_,\\\\ ___,,, "'" \\ � -" / RIBUTAR 0 TO STA. 2 + N EROSION ANKET I \ / I \ • tNV IN: 432.85 12" PVC FROM MH 14 INV OUT: 432.65 12" PVC TO MH 12 N 1236785.73, E 2829695.04 1 INSTALL A SILT FENCE ' 455 INSTALL A BOLT DOWN FRAME AND LID i-+-+---+---+---+---t---t-�,�EXISTING GRADE REMOTE MANHOLE 450 ...__ MH 12: STA:25+48.85 LINE A t:= RIM: 428.52 DEPTH: 8 9' 445-L...._ INV IN: 419.82 12" PVC FROM MH 13 � _,,, INV OUT: 419.62 12" PVC TO MH 11 N 1236744 85, E 2829528.98 440- INSTALL A BOLT DOWN FRAME AND LID REMOTE MANHOLE 435 430 425 420 415 410 0 0 +"' N INSTALL 236' of 12" PVC SDR-26 @ 1.25% SLOPE " 0 0 0 0 + + " <O N N 0 0 + m N \ I J "'' '' ' '" \ ;::,., \ \ .". \ \ \ . ' ', \ . \\\ \ •, \. I LINE A STA. 25+45 to STA. 34+60 I INSTALL A SILT FENCE I MH 14: STA:29+55.80 LINE A RIM: 444.87 DEPTH: 9.1' INV IN: 436.00 12" PVC FROM MH 15 INV OUT: 435.80 12" PVC TO MH 13 N 1236841.91, E 2829924.19 INSTALL A BOLT DOWN FRAME AND LID REMOTE MANHOLE 0 0 + 0 n Station Horizontal Scale: 1 "=30' 0 0 +- n "-, LOT 24 \ __ I 1.____ CONTINUED ON SHEET 9 I T MH 16: STA:34+24 49 LINE A RIM 467.97 DEPTH: 8.7' INV IN: 459.48 12" PVC FROM MH 17 MH 15: STA:31+81 36 LINE A RIM: 462.25 DEPTH: 10 5' INV IN: 451.99 12" PVC FROM MH 16 INV OUT: 451.79 12" PVC TO MH 14 N 1236916.61, E 2830137.02 INV IN: 459.48 8" PVC FROM UPSTREAM MH 21 t-t=:=t=:=:=t_ INV OUT: 459.28 12" PVC TO MH 15 □ N 1236972.88, E 2830373.56 0 0 + N n " SDR-26 @ 3.000/0 SLOPE INSTALL 243' of 12 PVC i STA 34+24 TO STA 34+60 SOIL STA. 31+81 TO STA 34+24 SOIL TO '--''-"---'-I TO BE MANUALLY COMPACTED BE MANUALLY COMPACTED TO MIN. TO MIN. 95% COMMON PROCTOR 95% COMMON PROCTOR 0 0 + n n 0 0 + .,. n - 0 "' +.,. n 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 (/)-I )> <,) (J1 + � 0 () 0 z-I z C rn 0 0 z (/) I rn rn-I 0, 0 II ' c� 0 � 0 II) > 0 II) l) w 1/) 0 l) � � PLAN AND PROFILE • u Q � REVISIONS 7/1/2025 BID SET C 2025 /1.lidwes!�m Engineers. Inc. 802 We�t Broa�way S11-ct'l PO Box :!95 Lougootcc. lndin�J 47553 DAT£ JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. 0.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 7 7 OF 14 I ALE NUMBER l./505$'· I Do Not Use Plan Previews for Take Off
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BLUEBAUM'S 2ND / I / / \ CULTIVATED FIELD FUTURE LATERAL CONNECTIONS WITH SUBDI VISION DURI NG SANITARY SEWER X / / / ----- \ ___..--- � - CLEAN OUT AT R � (BY OTHERS) i;--,-.__ SYSTEM IMPROVEMENTS EAST SIDE __ i -ttU:�052C76:iiil ••~-- ,hl---=•V•---=s ,.,:; / - --- SEWER PHASE II DIVISI ON I /W N 1237052.7636 OP PRCJ' �- •��-PROPII/ PROP R/'�- -PIIOP R �II �R/W��-��•-::-:===-' �pW " '---,-----------'-' \ii / / ,,.,: 1-� ,,.. ' E: 2830668.7276 I I / I , 1 / __ _j_j_ " �-- " " r-----lJ. 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L PE T PROPOSED R/W. r R PROP R1w--------------OP R R PROP R� .... \ ( / / ''" --c..:::::=::::::::::::::::::::::::,:::::::::___, "' -------- - - ' -·�- z \ "\ R/W ,.,,- l'ROP R / r- FULL DEPTH COMPACTION REQUIRED __ ....._ �" R""- Q \ """ ,,M-rll+� PROP RXW � R T --- PR OP/ / INSTALL 12'' PVC SDR-26 GRAVITY SEWER FOR ALL LATERALS INSTALLED UNDER , --- __,rc,--,-:-:c"-:-,--c:-,-:, (.) \ / / / _,/ MAIN BY OPEN CUT PLACEMENT / FUTURE ROADWAYS I NSTALL 12" PVC SDR-26 GRAVITY SEWER ___, ; '-""'f:: L 1� 4 - 2 = 12 "" -34-4��"""'"'7 = .o-oo_-0_2 _ 3 -,! / o / I '\ I MAI N BY OPEN CUT PLACEMENT � \ INSTALL A 12"X6" WYE WITH 6" PVC, SDR-26 GRAVITY - --- -- I / Bernard G Niehaus r- ---...... _ 1 ---, '\ + I\ SEWER LATERAL AT 1% MIN SLOPE TO PROPOSED R/W. FUTURE LATERAL CONNECT IONS WITH ..__ - � _____, � FULL DEPTH COMPACTION REQUIRED FOR ALL _,,,, CLEAN OUT AT RM/ (BY OTHERS) - - Testamentary Marital-Trust UI -.:;_ \ I \ LATERALS INSTALLED UNDER FUTURE ROADWAYS v / _ - _ + _ - - - -..._ ----- ; 1 �1 5.:Jl3- �00S000-023 '\' l ti \ I \ \ ,V / / / ; \/ r / / - - - ___..--- --...._ - -_ , LOT 32 -..._ '-. ....___ _> ---.vr \_ i " �LOT-29_,,,, \ / / -'--/ / / - - � ---- --1-- - ./ ;..,,--__•• _. ..... -'I / / LOT _ 30 I / / _ - -I -_ - ------ I ( LOT 34 LOT 35 1/ I "-._ PROPOSED PERMANENT EASEMENT LOT 36 '--. I" "'--- - ___, ./ / i, __,- � � r ( ' / / \ \ \ \ \ �)-----/___....,\;/ I I /I\ : I_,....,/ IMN AS ITNABL LY 8O" PPEVNC CSUDTR P- 2L6A GC RE MA VEINT TY S E W E R \ \ \ ) I J � I \ / I I / // ; \ \1 \.. __,- / t\ - j, / /_ ' /.. --- ----- ---, -- --r -.,..---;, I I r L11 \ \ \ -- I T -�TeesintaamrdeGntaNriyeMhaaursital Trust UI 11242-15-03-200-005.000-023 _J___ < STA. 44+20 CONTINUED ON SHEET 9 I LINE A STA. 34+40 to STA. 42+80 I 490 I / I MH 18:STA:4 1+17 19 LINE A MH 19:STA:42+54.14 LINE A 485 ! ! / "4{ �o -w1 n2 s- 3l e4y- , 4 I MH 17: STA:37+29.81 LINE A R IM:471 87 DEPTH. 11.5' RIM: 470.00 DEPTH 8.4' R IM: 472.10 DEPTH 9.9' INV IN 461.7512" PVC FROM MH 19 INV I N: 462 36 8" PVC FROM UPSTREAM MH 20 t:J:::::::j: == =i INV OUT: 461.57 12" PVC TO MH 17 H--+-----1----<I NV OUT: 462.16 1 2" PVC TO MH 18 480 475 ' - 470 Cl - c§ 465 0:, 460 455 450 445 440 00 + "' n EXISTING GRADE .. INSTALL 305' of 12" PVC SDR-26@ 0.30% SLOPE ' ' ' ' STA. 34+40 TO STA 37+30 SOI L TT OO BMEI NM. 9A5N%U ACLOLMY MCOONMPPRAOCCT TE OD R 00 + <D n 00 + r-- n I NV I N:460.60 12" PVC FROM MH 18 I NV OUT:460.40 12" PVC TO MH 16 N 1237042 96, E 2830670.72 00 + ll'.J n Station Horizontal Scale: INSTALL 387' of 12" PVC SDR-26@ 0.25% SLOPE 0 0 + m n 1"'=30' STA 37+30 TO STA. 41+18 SOIL T T OO BM E MANUALLY COMPACTED IN. 95% COMMON PROCTOR 00 + 0 v N 1237108.43, E 2831052 52 N 1237111.75, E 2831189.43 00 + �v INSTALL 137' of 12" PVC SDR~26@ 0.30% SLOPE STA. 41+18 TO STA. 42+55 SOIL T TOO B M E MANUALLY COMPACTED IN. 95% COMMON PROCTOR 00 + v 0 490 485 480 475 470 465 460 455 450 445 440 0 - II ' c-�0 (I) > 0 (I) w ( 0 /) � 00 (I) ------- PLAN AND PROFILE •- REVISIONS 7/1/2025 BID SET CMid2w02e5stern Engineers. Inc. 802 Wc,;1 Broadwav Stn:l'! P.O. Box 295 Loogoolee. l11di:11w 47553 DATE JULY 2025 DESIGN C.W.R. ORAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 8 8 OF 14 I Fll.E NUMBER '-l5057 I Do Not Use Plan Previews for Take Off
- $ \.n � �I Cl --- Q Os, --- :i: ru X - < .. < - al C l' 00 w 0 z < z "� w < c < z 0 ! z0 0� " m' w 00 < w 00 w c 00 < z z >u <Z ,5 - ' =9 oN Nm oO "� mo c� 'W •" -w � a: o>-o "u �z w-, w� >uN. a N Cc ' 1' << 490 485 480 475 470 Cl (D ci 465 ~ 0 ::, 460 455 450 445 440 I PROPOSED NIEHAUS DEVELOPMENT LOT LINES DEVELOPED BY BRIAN RESENBECK OF SNYDER GEOMATICS LOT 35 I - - LOT 36 STA. 42+80 CONTINUED ON SHEET 8 I LINE A STA. 42+00 to STA. 46+00 I MH19: STA:42+54.14 LINE A RIM: 472.10 DEPTH: 9.9' INV IN: 462.36 8" PVC FROM UPSTREAM MH20 INV OUT: 462.16 12" PVC TO MH 18 N 1237111 75, E2831189.43 0 0 + n., • � UPSTREAM UPSTREAM MH20: STA: 45+89.49 LINE A RIM 471.74 DEPTH 8 0' INV OUT:463.70 8" PVC TO MH19 EXISTING GRADE " N1236778.57, E2831151.26 INSTALL335' of8" PVC SOR26@0.40% SLOPE 0 0 +" " Station Horizontal Scale: 1 "=30' 0 0 +"' ., -- ......, I I ' >- a � 0 0 +<O ., 490 485 480 475 470 465 460 455 450 445 440 0 - 11 ' c0 � Q) 0-> 0 Q) 0 w U) 0 � Q) ( \ 485 480 475 Cl 470 (D ci O 465 ::, 460 455 450 0 0 + 0 I LINE B STA. -0+50 to STA. 2+50 I MH16 : STA:34+24.49 LINE A RIM: 467 97 DEPTH 8.7' INV IN : 459.48 12'' PVC FROM MH17 INV IN: 459.48 8" PVC FROM UPSTREAM MH21 INV OUT: 459.28 12'' PVC TO MH15 STA. 0+00 TO STA. 1+75 SOIL TO I--+---+--+ BE MANUALLY COMPACTED TO l==E==El1-----'---''-I MIN. 95% COMMON PROCTOR N 1236972 88, E2830373 56 / , , EXISTING GRADE INSTALL17° 4' of8" PVC SDR-26@0 40% SLOPE UPSTREAM UPSTREAM MH 21 STA: 1+74.03 LINE B RIM: 465.75 DEPTH: 5.6' INV OUT 460.188" PVC TO MH16 N 1237142.18, E2830333.29 I 0 0 + - Station Horizontal Scale: 1 "=30' 0 0 +N 0 "' + N 485 480 475 470 465 460 455 450 0 - II ' c0� 0 Q) > 0 Q) 0 w U) 0 0 � I / I I J I / I I PLAN AND PROFILE REVISIONS 7/1/2025 BID SET C 2025 Mi<lw�>(ern Engineers. Inc 802 West 13roadw:iy Strce1 P.O. 13ox 295 Loogoolee. lndiuna 47553 DATE JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 9 9 OF 14 I FlLE NU.BER L/505"f, . I Do Not Use Plan Previews for Take Off
� 0 0 � ", � 0 :, oo' 5 � �u CZ :l �5 • I ' ,- -q : "<> �N Nm � oo ; �� (' Wo ,_, �� � or ; -w OJ ; Oc - 0 -��o "u � �z wwa�� 1 ,y •' 55 , . �· MANHOLE FR.AME & COVER: ASTM AAS, LATEST rnmoN, CLASS 35 WITH 24" OJAMETER FRAME. IN TRAFFIC AREAS: 7" MIN. HGT., EQUAL TO EAST JORDAN 1022 OR EQUAL WITH HEAVY DUTY COVER, MAOUNED BEARING SURFACE & CONCEALED UFT HOLES. (SET LID FLUSH WITH FINISHED STREET SURFACE). IN NON-TRAFFIC AREAS: W7BI " TE HHA GRMIT NE. , DG Ei l SQl UMU RA DFL AUTCTOEY E&C AOCS VOT ENRJ CO, ERMADAL ACE NHD I1LN0I E2F D2T HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). B U TG' rR' LAFDI LI NL EGRRSI NT RGISP: SEE SHEET WW-06 FOR GRADING RING NOTES P RAESCTAMS TC C- 4O7N8 E, 4A0N0D0 RP I. SS .EI R. CSOENC CT RI OI NT TS .: JOINTS: S EP AR LE FBOE RT MWEEDE NB UCTAYSLT IRNUGB BA ENRD SEEAAClHA NR TI NMGE ME TI NI NI MG UAMS TSMI Z CE - 93 9/ 40". PRIME EXTERIOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING. ALL JOINTS SHALL HAVE EXTERIOR JOINT WRAP MEmNG THE REQUIREMENTS oi: ASTM C-877, MINIMUM 6" WRAP. I N SI EN SSTEAANLCE EDSWWI THHE RAE CJOONI NT RT OI SL . Bl £E0L OE XWP AWNASTI EORN TWAA8TL EE ,RJSOEIANLT ESQHUA AL LL TO CONSEAL CS-231. PRECAST BASE SECTION: SASE SECTION WITH RE.SILIENT PIPE TO MANHOLE CONNECTOR MEETING ASTM C-923. SMOOTH INVERT CHANNELS SHAU SE SHAPED TO A DEPTH OF A FUU INSIDE PIPE DIAMETER. THE MANHOLE BENCH SHALL SLOPE TOWARD THE CHANNEL AT A 12,1 SLOPE. T H ES AMSAEN WH OI TLHE BA AMS IENSI ME CUTMI OCNO MS HP AA LCLT EBDE DP LEAPCn E- 1DOOFN6 "A. #T t5, EO SRT#O8N ES TBOANS EE SHAU 0\11:RHANG THE BASE SECTION SY A MINIMUM OF 6". Minimum Pipe Deflection Angle 48"0 Structure 6" (MIN) #5 NOORT#E8: STONE BASE s" • UNPAVED AREAS • r• PAVED AREAS (FUTURE PAVED AREAS) w NOTE: NO I N S T C E L P U S D E T D O . B E 4S" DrA. SLOPE 0. ·. S" Ii' • �@ -, ,...·;-, .- Pi ll Slrn ,,. 18" 24" �U MANHOLE LlDS SHALL SEAR "SANITARY SEWER" MOLDED INTO THE EXTERIOR SURFACE. '2' es· "' 73' ,S" "' 75' 1 2 8 ' " " 1N.OTEA:NGLE SHOWN lS FOR MIN. DEGREES BETWEEN CCT EOH NEN TCHERORE LLTlEENSEBJ SEZ TEOWFF OEPERI NP EE HAS CO. HLTEPHSI E. P ED EI NG CR LE UE DS I AN RGE 6 B" ' AMS IEND O N 2. WATERTIGITT CASTINGS EQUAL TO El 1022-Wf WITH GASKET ANO BOLT DOWN LIDS REQUIRED AS NOTED. 3. ALL PRECAST CONCRETE SHAU CONTAIN WATERPROOFING ADDITlVE, XYPEX OR EQUIVALENT. 4. ALL ?RECAST CONCRETE FOR FORCE MAIN RECEIVING MANHOLES AND ALL NEW MANHOLES WITHIN 5A0N0T IF-ECEOTRUR POSST! OR ENAAMDOD RI TDNOEW, CNOS NT RS HE A! EML DO FOTRHEEQRUEI VCAE LME NNTG. M A N H O L E S H A U . C O N T A I N 5. IT IS UP TO THE ENGINEER TO DETERMINE IF ECCENTRIC OR CONCENTRIC IS ALLOWED. 6. REMOTE AREAS REQUIRE FRAME/CASTING TO 8E MINIMUM 12" ABOVE GROUND WITH MARKER POLE. 7. REFER TO WW-20 FOR BENCH DETAIL. 8. AU OPENINGS TO HAVE WATERTIGHT RESILlENT SEAL BOOT OR GASKET. 9. IF VENT REQUIRED, ADD PER OETAJL ON WW-11. STANDARD PRECAST CONCRETE 48" MANHOLE NOTTO SCALE UNPAVED AREAS - TOP SOIL INSTAU BACKFILL UNIFORMLYC AROUND EXTERlOR OF MANHOLE �-��1-� A CUCNE PI FTOARBML E IENXNC AA VT AUTREED, FMR EAET EF RR IOAML , O TR HG AA NN I 2C J MN CAHT ,E CR OI AML PA ANCDT SE TD OANS ESSP LE ACRI FGI EE RD 12° PIPE EMSEDMENT PAVED AREAS (FUTURE PAVED AREAS) MANHOLE (SEE MANHOLE DETAILS) PAVEMENT GCORMANPUAUC\.TREDBACKFILL #S OR #8 ROCK BACKFILL MANHOLE CASTING & COVER RSJ NE AGLMBIENTIWM UE EMNSCI ZAES T3I/N4 GP RAENF DO REMA EC DH B U TMIELE TR IUNBGB EARS TSIE� ACL-A9N9 0T { PA RL MLI MEl EEO T l EINxNTrGSE TRS HHI OEA RL RL OE HQF AUJ VOI REI NEEMTX SET NEWRT I SI TOOHR F BJ AIOTSJ UTN MMT I WNC -OR8 UA7 SP7 PRIMER PRIOR TO WRAPPING) GRADING RINGS O N ER IONRG TMWUOS TR BI NE GUSS (EADT) L3E' -A6S"T. Hl EGI GR AH DT SE .. \PRECAST CONCRETE MANHOLE CONE CASTING ADJUSTMENT 7' ' NOTE: . . , '• 1. SYNTttmc OR CONCRETE GRADE RINGS AUOWED. 7" GRADE RING 23S4 .... CCSS OYYO NNNN TTCC Ht RRt mmEE TT EEcc GRRRIRIINNNA GDGGSESS SRSSHHIHANAALGLLL LSL BBBSEEHE 3A2C' U' "R- 6EM"HT.AEAXXVI EMP RUA OMM. RI 3NI "NI MGA SNU OMO RG SRATEPRAPETRNEOGRVT UEHDS: E4E ,CQS OUO ONA CLP RS EI TAET. 2 8 D A Y S . 7869 .... RRPA RlIL SNLE EGCPRSAR SRES TICHNAGAGSLRSTLA SCDS HOEE ANARL CLI L NRI GBGE ENTS EEFSDRHF EOVAEELR LROFTFCOI OCDR NACE UTEF EA YMCI NATA ISNWN DAARTTCE EIOCNRRES MRPT REA CONUTOGAE F DMTI NIAIOGFN NHOA OADF NFLDESDI SET WrT AVANBE RED, RYX AOAY LNNP L TED NYX 1E OI/ WN2 R"S MPE EQA CNUTHI I VOOA LNL E.E SN T . AWNITTIH-CINO5R0R0OSFEIOETN UAPDSDTIRTEIVAEM, COORNDSOHWIENLDSTORREAEMQUOIFVATHLEENRTE. CEMNG MANHOLE SHAU CONTAIN 10. SEE SEWER SPEC AS NEEDED. STANDARD CASTING ADJUSTMENT AND GRADE RINGS NOTTO SCALE EXISTING GRADE CI ON NS CTC OAR LRE LBET OERDOEMRST I AI, UUNO HERENOXGTLI AES SST AEKI NANE LDGT, PROPOSED PVC SANITARY GRAVITY MAIN SEEREPQIPUEIRBEEMDDENINTGS BOTTOM OF TRENCH S ESTT IANI NCLOE SNSC RS ET TE EE LMAANNCHHOOL RE I WAU I S C CH 4U S0 T9I0N GD EMGA. NEHL BDOC eW� ROTATED TO THE DIRECTION OF FLOW MlN. 5" EXIST!NG MANHOLE CASTING AND LID NOTE: 1. IENWTSEURNPARLIODRROTOP RUESQE.UIRES PERMISSJON FROM 2. CONE REPLACEMENT ANO / OR REPOSmDNING MAY BE REQUIRED. 3. MINIMUM INSIDE DROP TO BE 36" (JNVERT OF oT HuEnIENTC OOMF ITNHGE PIINPTEETRON ATLH ED RI NO VP )E R T O F T t , E OIi Ai �PPl'tOVcD BY EWSU INSIDE DROP SOWL S T SA EI NC ULF EAR SSE STD ES WNT EEI RTE HSL �I I I� 2" MIN. PROJEmDN (CUT "V" SHAPED NOTCH AT I I BOTTOM OF INLET PIPE SD TO IMPROVE FLOW) I I I I I I -=- - _J I _J EXTERNAL PlPE COUPLER PVC INTERNAL DROP LEG STAINLESS STEEL STRAPS SECURfD TO CONCRETE SF MEA ESBA TNRSEAHTNOOA E(ILRNEfSLl WE ADSATESUT4 S8ATW ' I " EL IIE NTAL HNT AED3DR / PJV8 UEA" RSL STS TMA A( BAMI LNNI EUNL EFC. SAOL ScAF nMSTJPTWRIE NEEORGL) REQUIREMENT #6"5(OMRIN#.)8 STONE BASE OUTlfl OF INTERNAL DROP TO E LSEEV AA PTPI OR ON XO. FA TE XCI RS TOIWN NG SEWER PIPE AND DISCHARGE TD CHANNEL EEXXIISSTTIINNGG BSAENNCITHARY SEWER PIPE STANDARD MANHOLE BACKFILL PRECAST INTERNAL DROP MANHOLE NOT TO SCALE NOTTO SCALE ·) l" DIA HOLES"\ O NBO32LT3 /C4I"RDCLIAE \ ffi-, �--------------- ,,\ aLi r---- 24"DIA. � MANHOLE COVER FRAME SECTION BUTYL MASTIC PFRI ALEDLCEJ AURSSST TTCMROEI PNN C{TT RRY EI PNT. )GE rECURENlJT BBOAONPTDPT ILONYMG COAOGFNEFCNRRTAEMTT OEE FNOORNM- SAHNROI NF KI L GL RWOI TUl HT �'\\A.l (VIBRATE IN PLACE) BFF LIULETL XYE I LRB LMSEAT SRF OTI PI RC{MT SY P . ) INSTALLATION DETAIL FOR FRAMES AND COVERS INSTALLATION DETAIL FOR SLOPE ADJUSTMENT 1. M24A'NDHIOALMEEFTREARMFERA&MCEO. VER TO BE ASTM A-48, LATEST EDffiON, CLASS 35 \I/ITH 2. CIJNOO TRNRDCAAEFNAF L1I CE0 D2A2RL OI EF RAT SHE, OQOLUREASFL . UW( TS I UET RTH ELHI TDE RAFAVL FYUFSDI CHU TAWYRI ETCHAOSFV . I ENTRI SM, HMI NEAI DMC SHU TI MNREHEDEE I TBGESHAUTR.R, I FNE AQGCUSEAU) L R TF OA CE EA S& T 3. IN NON-TRAFFIC AREAS, 7" HEIGi-IT, EQUAL TO EAST JORDAN 1022 WITH MEDIUM DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. SET TOP 2" ABOVE GRADE (AFT"ER EARTH SETTL.fMENT). 4. APPROVED WATER SEALANT REQUIRED AT ALL JOINTS. 5. STAINLESS STEEL REQUIRED FOR ALL HARDWARE AND FASTENERS. 6. BAORLETASD,OEWTCN. MANHOLE FRAME TYPICALLY USED IN REMOTE UNDE\11:LDPEO OR ELEVATED EXISTING GRADE C O NCCOR RE ET EDMR IAUN HEOXLI ES TAI NN DG INSTALL BOOT PROPOSED PVC GRAVITY MAIN SEEREPQI PUEIRBEEMDEDNINTGS BOTTOM OF TRENCH BOLT DOWN FRAME NOTTO SCALE EXISTING MANHOLE CASTING ANO LIO �"�';', 0,��.,, -',;) c-'J-''(' ,�;:f} ff<x- ';';_� ;v�<,_�'0 ��s{�� �,&>� ���<'--� ';.'y;,y�' / 1/,��'0 �ffei'JJ I \ � � � �,�--- 1 >' I I I I LNfOlTE:EMOVE EXISTING INTl:RIOR BEN01 AND RE-POUR I I BENCHES ANO CHANNELS WHERE POSSJBLE. I __ __ __ I 2.. ENGINEERwrLL VERIFY THE CONDmDN OF THE t-- - -j PRECAST BASE AFTER REMOVAL OF THE INTERIOR I BENCH TO DETERMINE IF STRUCTURAL INTEGRITY HAS I I SI ME EP NR ACCOT MI CPARLO OMRI SUENDS DU UC RC IENSGS FRUELM, OT HV EA LE NI FT I RR EEMBOAVS AE L I S I I I I SECTION SHALL BE REPLACED. I 3 INVERT ELEVATIONS TD SE COORDINATED WITH I I I . ENGINEER 4, LAYOUT IS ONLY ALLOWED WHEN EXISTING BENCH OR CHANNEL CAN BE MODIFIED. I I I I :. REFER TO WW-20 FOR BENCHING ANGLES. " EI FX JNSETWI N IGN, CI ON CMOI NMGI NPGl PPEI PJ SE LWAIRLGL ENRE DE DI ATMOE TMEART TCHHA N I I I CROWN OF EXISTING PIPE. I 7 lTFDUDNEET ARIELQWUIWR-E1S4 AODR RWOPWO1- F5 .2" O R GREATER, REFER I I I 8 . SAOUOTOPOERNIGNAGSSKETTO. HAVE WATERTIGHT RES!LlENT SEAL ik- ��I -- ;,..__� _, _JI _J EEXXIISSTTIINNGG SBAENNICTHARY SEWER PIPE NEW PIPE CONNECTION TO EXISTING MANHOLE NOTTO SCALE ( 4 )A 12/32 "9 B/ 1O6L"T0SSO. CN. � BOLTED MANHOLE COVER 5 1 8S" TTAHI NR EL EA SDSE DS TREOEDL \ BUFITLYLEL RMASSTRTIICP (TYP.) P RRAEODCDJ AUTSSOTT BhC1 EOE NNF ! TCR RRMEI LNTYGE W E DS GE EOC RUA NRE ECP DHO OBX RYY SECURE NUT INSTALLATION DETAIL FOR FRAMES AND COVERS Nl.OTEA:PPROVED WATER SEALANT REQUIRED AT ALL JOINTS. 2. #OW1RA0 TE4 EQ5 R2UT l IBVGYAHLETEANSMTTA. JNOH RODL AE NF RI RA OM NE WM OO DR EK S , I N C 3. STAINLESS STEEL REQUIRED FOR AU HARDWARE AND FASTENERS. 4. SOLT DOWN MANHOLE FRAME AND COVER SHALL SE IN FLOOOPlAIN AREAS OR AT DIRECTION OF ENGINEER P I(C2K) BEAPRI CS {4) 1/2" BOLTS ON � '23 9/'6"'8.C. :N\'S%WS,�� I . ,.. . I FRAME SECTION 5 1 8S" TTAHI NR LEEASDSE DS TREOE DL BBOOANPT DPT I OLNYMG C OAOGFNEFCNRRTAEMTT OEE ROD TO BE FIRMLY W E DS GE ECO URA RNE ECP DHO OBX RYY F NO( OVR I NMB - RSA AHNTRDEI NFI NKI L GLP LRWAOI CTUEI HT) HI-'..:. BUTYL MASTIC FILLER STRIP (TYP.) FLEXIBLE FORMS INSTALLATION DETAIL FOR SLOPE ADJUSTMENT BOLT DOWN MANHOLE FRAME AND COVER NOTTO SCALE PRECAST CONCRETE MANHOLE (SEE ?RECAST CONCRETE MANHOLE.$ FOR AODffiONAL INFORMATION) MB CAOONORHTEOOLD RER IAGL NAL SDEKXI ENI TSS TTPI EANRLGL S RCU OEB SNMI CUI RT ETE NTA TEL NEW SEWER PIPE I I I \ I I I I <h BENCH (SEE BENCHES AND 01ANNEL5 FOR AODffiONAL INFORMATION) GNROONU- ST HI RN IVNEKR TG RWOI UT TH CHANNEL (SEE BENCHES ANO CHANNELS FOR ADDITlDNAL INFORMATION) ( PS RE EEFCDPARRSETAC DAC SDO TINT CCl ROO ENNTACELR EMI NTAEFNOHMROAMNL AEHT OBI OAL ESNSE) CORE EXISTING MANHOLE FOR NEW TAP NOTTO SCALE TYPICAL SEWER DETAILS • u t:: - IJ) Iz w � rf; w z � 0 0 < a: -z a. !!1 0 z >- � � -u, Oz � C - - w � w 8 u� u, w w <( :i: z · I- J: a: I-I-< � IJ) Q. a: w � a: >� >- w 0 IJ) � u, u. u.. 0 a: u, � 0� w w <( � 0 J: �� w u, w IJ) ... z u, >- � I-< a: u � z IJ) REV1SIONS 7/1/2025 BID SET 0 2025 PM l 8. o0. Ooi 2d . gwWB" �"oes ts�ket c2mB. 9rl 5[no acnl dig"wi nnunc -y. 4: rS7s t.5r 5Ie n�3 cl . DATE JULY 2025 OESK;N C.,W.R. DRAWN C.Z.M. Q.C. CHECK E., K.P., PROJECT NUMBER 2018092-01 10 10 OF 14 I FILE NUMBER I Yooss-. Do Not Use Plan Previews for Take Off
� 0 6 0 oN w o' w w 0 oo' oo' w \,-, (',; �o cz :::. �, . ' "" N- - -9 oNo ONO r- oo N� - io,; � " �� ~w <f ••• w - � 0� "' :.� l' .g oc z w- -o w< �9 cN =5,. <c 1FO1R/ 2P" !WPE!OCELExA1R"ADNECEEP SLOT (TYP.) s SE o E r e CHANNEL (TYP.) B( mE N>C. H) MB AASNEHOLE FLOW ARROW (TYP.) N SE O E T E C( THYAPN. )N E L \ FSLEOE WN OATRER O W 11/2" WIDE x l" DEEP SLOT (TYP.) FOR PIPE CLEARANCE TYPICAL 4-WAY FLOW TYPICAL 3-WAY FLOW 1FO1R/2P" IWPEIDCELExA1R"ADNEClE:P SLOT (lYP. )/ BMAASNEH O L E LNOTEW:ALLS SHALL BE FLARED OUT AS REQUIRED SO THAT TESTING AND INSPECTION EQUIPMENT CAN BE SAFELY REMOVED. 2. ALL NON�TYPIO'\L BENCHES AND CKANNELS WIU REQUIRE A SPECIAL DETAIL ON THE PLANS. J. DEPTH OF Ct-lANNEL SHALL EQUAL DIAMETER OF PIPE 4. THREE WAY TEE SHALL BE BUILT AS A TYPICAL FOUR WAY FLOW. O( T,YAPN. )N E L B( 1E YNPC. H) , ., . . ;. � •' �< ·"��: .L. . ·-.'•.,�,,, ,. 'J •.,' &· -· .••'. 1FO1R/2P"IWPEIDCELExA1R"ADNECEEP SLOT {TYP.) SEE NOTE 1 -�;,: MANHOLE BASE FLOW ARROW C( THYAPN. )N E L FLOW ARROW TYPICAL STRAIGHT FLOW TYPICAL CURVE FLOW STANDARD MANHOLE BENCHES AND CHANNELS NOT TO SCALE CENTERLINE OF MArN SEWER LINE C RL EDE FAE ENT RAO I TUL OTS I I L 4. NMOINRIMMAULMLALATTERERAALLSSLOLOPPEEJSIS'l"6@ 1/4" PER FOOT, ° @ 1/8" PER FOOT. R PM M AR I D II G N N OD H II Pf MM T Ef - UU i R O O MM T F YN - L C A W L AO L i T A N V C E Y E E L R R E W C A A L I L H N S E E S OA 3 R I NU Z E F O E T E L U E R F A T R T E T T O Q E O S R M U V AI 6 E R S L " R E E . C W D P R I E O P A R E T S . S M EASINROTAODWAY. S A WIF L D I A C D T N O H I T T N S T S N O E T E ' N ,\ A C I 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 A T I 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 A H E Y Y P M R SA E E X Q W U CE I O R R U EP LING OR LTiENMEEP.QOURAALR YR EFQAUCITROERDY. C A P R E Q U I R E D A T P R O P E R T Y MDSE SALANTITEARRAYL :a ' ii a ' / / �ID�NCE TO,BE CONNECT60 TO'fiUBUC SEW.ER / / . / . _,.(IN;llNE LAYOOT), / SANITARY LATERAL CLEANOUT (PER STANDARD DETAIL) SANITARY LATERAL 4" DIA. (MIN.) OR 6" DIA. @ MIN. 1/8" PER FOOT OR 1.0% SLOPE INSTALL PER PLUMBING CODE CLEANOUT E VREERQYU 1I R0 0E 'DOANT SATLRL ABI GE NH DT SR AUNNDS (PER STANDARD DETAIL) CLEANOlJT REQUIRED AT EASEMENT OR PROPERTY LINES (PER STANDARD DETAIL) BENDS AS REQ'D-• --..,H, WYE CONNECTION C(OONNLCYRRETEQE UCIORLELDARIN PAVED AREAS) (COONNLCYRREETQE UCIORLELDARIN PAVED AREAS) (COONNLCYRREETQE UCIORLELDARIN PAVED AREAS) ,----- PPRUOBLPIECRUTYTILLIINTEY EASEMENT OR / EXISTING SANITARY SEWER _/ - -- -- -- -- -- --'\_r FLOW DIRECTION 1N.OTE,SEE STANDARD SANITARY CLEANOUT DETAILS. LATERAL SEWER CONNECTION LAYOUT NOT TO SCALE CENTERLiNE OF MAIN SEWER LiNE C RL DEE FAE ETNRAOI Tl LJ OST I I N L O TE: ,. 3 4 . . NMM OII NNR II MMM AUULMM L CLA ATOTEVERERARAL ILSS SL3OL OPF EPE EEI TSI SO4 "6V@"E@R 1P1/ I4/P8" E"P. EP RE R F FOOOOT T, . ARM Dl I GNOHI fMTf -Ui OOMFN - ALWAL ATCYE LREWAALHN ESORI U2E TE L RFA RET OQE RMU AI RSL EE CWDR EOA RTS SME AS I NR OT AO D W A Y . PSWRL IAOTNPHTE SRSETTWYA ECL RIKN UME TACI YUL E8TA. YE NI AONPUSPTTRAOI LS VL 6AE "DL. , ; DMEAEYP RS EE QWUE! RR E O PI AT F R D E R O C M D E O P P f Q E f N O U i R N RO A T E !\N Y L C R A T R Y L L I I E N N F E Q A GE A U C . S IT TE R O O M E R D E E Y N . X T l C S . A TPINRGEQLIUNIER,EDHYAMTAX COUPLING S AL rAN uTI TrE AuR ReA YLe ____........: P :::I ::; P:::IN ;:;G;;;;::: P;;;LA;:;,;;;;N;;;; V;;; I:::EW::::;...___________________........: P ::: I::; P:::IN ;:;G;;;;::: P;;; LA ;;;: N:::: V ;;; I ::: EW::::... ____=====-=-=-=--=.__------- FINAL GRADE MARKER POLE WITH--__ _ __ _J #5 REBAR - S( EP RE VR I CS PE EROE SATCOARTAI OT INOSN) CENTERLINE OF MAlN SEWER LINE '15° BEND MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL ANO BEDDING DETAIL} PIPING ELEVATION VIEW COC OOWNNNTNERERAC, CTE T1 N0OGNRI NTS EIHEEARDL , LOAWPNRNDO PMV RIEDOA EPS EU" ARR STE -YMB EUONIWLT TNS E " TSR OE. RTVi Ii EC E SHALLOW SANITARY SERVICE CONNECTION NOT TO SCALE FINAL GRADE MARKER POLE WITH-- -- -- - -J #5 REBAR S(EP RE VR I CS EP ERCEI SF ITCOART AI OT INOSN) l (CENTERUNE OF MAIN I SEWER UNE C RL DEf FAE ENT RAO I TUL OTS I C'15O"NWNEYCETIONS 1..,__,.l!l'.Jlltl<Jl>,,.==J BY DIVISION I CONTRACTOR 45° BEND ES LWOSPUE @A P P1R%O V AP EL R 4S0 - 60 ° (UNLESS OTHERWISE DIRECTED) - - \tJt:;:=:...::...:=:'::._- -- -WHEN TRANSmONING FROM C-900 PVC ( OSURESWAE PETPRi Ri EMO AV" SIENPDETOEOQF SUI EDADRL "- O2BT6RHPAEVNRCDWLFIAISTTEET RUI NAS GEL MAIN SEWER UNE (SEE SANITARY SEWER BACKFILL AND BEDDING DETAlL) SDR-26 PVC FITTING) PIPING ELEVATION VIEW COC OOWNNNTNERERAC, CT E1TN0OGNRI NTS EI HEEARDL, LOAWPNRNDO MVP IREDOAESP UE" ARR STE -YMB EUONI WLTTNS " ETSROE. RTVHI EC E MEDIUM SANITARY SERVICE CONNECTION NOT TO SCALE CONCRETE COLLAR POURED AROUND CLEANOlJT COVER (J "SO ' O ) 1S 1/2" 10 1/4" 7 1/2" AUNSDF L7I6D31INOSRTAELQLUEADL CAST IRON CLfANOUT FRAME OR UTILITY APPROVED EQUAL FLUSH WITH FINISHED SURFACE EXISTING GRADE R SERE QEE PU PLI AAR CVE EEM MME EEN NNT TTS PVC PIPE -45° BEND ClEANOVf ADAPTER TDEDSCNRUETWSCCARPEW CAP OR XX. SEE SACKFlLL AND BEDDING REQUIREMENTS HCYOMUAPLXINDGRESS OR FUTURE OR EXISTIN l APPROVED EQUAL 6" SANITARY LATERAL PVC PIPE SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN.) SLOPE 0 0 --- --,r~- ( l 1! y ' ( I I: �-,�=�-__JL�ECTION 'A-A' '""' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY RJTURE OR EXISTING I �EASEMENT, RIGHT-Of-WAY SANITARY LATERAL \ OR PROPERTY LINE (WHEN INL!NE LAYOUT REQ'D) I,; CAST IRON CLEANOUT ____________ I FRAME AND LID --------- INSTALL 1/2" PERFORMED JOINT MATERIAL AROUND CASTING A L •. ' CONCOCRLIE.TARE 45° BEND PLAN VIEW W,E SEWER LATERAL A _J STANDARD SANITARY CLEANOUT IN PAVED AREAS , T L, S LA FANl TJI TET UAR RRA EYL 1 NOT TO SCALE BCYO NDTI VRI SA ICOTNO IR - � PIPING PLAN VI #M5A RRKEEBRA RP O L E W / S(EP RE VR I CS PE ERCEI SF ITCOARTAI OT INOSN) REFER TO CLEANOUT DETAILS 8Y OTHERS CENTERLINE OF MAIN SEWER LINE MAIN SEWER LINE l ( cENTERUNE OF MAIN I SEWER LlNE I \ FINAL GRADE LONG RADIUS 90° BEND OR TWO 45" BENDS C O SMEPWA CE TR FLIANTAELR AB AL C K F J U ETMOB PE RDOMVEINDTE SLUAPTPEOR RA TL .J....__ 1�c:,::._�--+--;;;r FSC IEOTTNTTTI LNREGOMSLE.LNE TD J O I N T 45° . 60° (UNLESS OTHERWISE DIRECTED) CBOY NDTI RV IASCI OT ON RI WHEN TRANSffiONING FROM C-900 PVC SEWER MAIN TO SDR-26 PVC LATERAL USE THE "SPECIFIED" BRAND FITTING (OR APPROVED EQUAL) OTiiERWISE USE SDR-26 PVC FITTING lOSPREECQIFUIEADL FITTINGS I CENTERLINE OF MAIN SEWER LINE ='-'<-MAIN SEWER LINE S E( WSAENEERD SBBAAENCDI KTD FAI INRL GYL DITA.IL) PIPING ELEVATION VIEW 1N.OTE:NORMAL LATERAL SLOPE TS 4"@ 1/4' PER FOOT, MINIMUM LATERAL SLOPE IS 6"@ 1/8" PER FOOT. 2.. MINIMUM COVER IS 3 FEIT OVER PIPE. 3. RA IDGDHmT · OO FN-AWLACYL fWAHNEORUETLRAETQE RUAI RL ECDR OA TS S E S R O A D W A ' 4. PMRI ON IPME UR TMYLLAITNEERCALL. ESAINZOE UFTR OlSM6S" E. W E R M A I N T O 5. SAWLDI ATDNHmT SSOETWNAAECLRK EUMATASIEYL MI BTEEYNIATNP. SPTRAOL VL AE DL , ; DMEAEYP RS EE QWUEI RR E 6. PTREOMPPEORRTAYRYLINFAEC. TORY CAP REQUIRED AT SCEORNVTIRCAE CCTOONRNSEHCATLI OL NP RTOI EV IDDOE W" ANS - B U I L T " MA NE ADSPURROEPMEERNTTYS OTWO NTEHRE. O W N E R , E N G I N E E R , DEEP SANITARY SERVICE CONNECTION NOT TO SCALE �- ( I y � , 6F"USTAUNRIET AORRY ELXAI TS ET RI NA GL ;- 1 1 5 0 1 1 / / 2 ' . 1 " " 7 1/2'" U S FF R7A6M3 1E OA NR DU LTIIDL I ITNYSATPAPL RL EODV EFDL UESQHU WA LI TCHA SFTI NI IRSOHNE DC LSEUARNFOA UC ET EXISTING GRADE W I TPHVJCNFVEEMR AT LEED CNLUETA NS OC RUETWA DCAAPPTOE RR FlAT SLOTTED SCREW CAP � / KOR-N-SEAL No. S406-10 AWS* ·+---?"'-.-- * WITH 10 1/4" BAND PVC PIPE 45° SEND PVC PIPE SEE BACKFILL AND BEDDING REQUIREMENTS SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN,) SLOPE -----------------L�----L�---�-----��---� BOTTOM OF TRENCH_/ SECTION 'A-A' SE\-\IER ----'\,r--'-"STO_ M _ _ e e·_ s_ P _ Ro_ P _ E R"_ _�+�--- - - - -�EAS='="='="=o='="=GITT�· O =S-W'= ='---------� FUTURE OR ( WE XHI ES TNI INNGL ISNAEN LI AT AY ROYU TL ARTEEQR ' ADL) I I >' I '------------ I NJ OS TI NA TL LAlR/O2 U" NP DE RCFAOSRTMI NE DG � EASEMENT, RlGHT-OF-WAY OR I PROPERTY LINE A t_ CAST IRON CLEANOUT FAAME AND LID 4W5Y�ESEND PLAN VIEW \_ SEWER LATERAL STANDARD SANITARY CLEANOUT IN UN-PAVED AREAS NOT TO SCALE s· El(lSllNG OR PROPOSED ROADWAY (INCLUDING SGHUOTUT LEDR E, RT, OC SUARCBK AON FD QJRS) s· SURFACE R E SS PT EOCRI AF IT CI OA TNI O( PNESR) INF T LU RA EN FF C I E C OF LIMITS S (UPREFRA CS PE ERCEI FS ITCOARTAI OT INOSN) / EXIST. GRADE L L " FINAL BACKFILL--------_:... cJ--__ ..J / / TBRAACFKF FI ICUZ. OUNNED OE RF INFLUENCE FINAL BACKFILL LIMITS / S EMWAEI RN NOTE: WPI TI PHE WE MWB- 3E2D, MWE NWT- 3I3N, AWCWC O- 3R4D, AWNWC E- 3 5 INFLUENCE OF TRAFFIC LIMITS (1:1 BEYOND 5 FT. OF ROADWAY) 1. BFEODRDSIENWG EARNSDGBRAECAKTFEIRL LTSHHAANLFLI CV EO NFFEOE TR MF RTOOMDTEHTEA IELDSG\ lE' I WO-F3 2E. ,X\IWS TiI-N3G3 , OWRWP-R3O4P, OWSWE D- J SR.O A D W A Y , A N Y P O R T I O N O F T I - I E T R E N C H S EMWAEI RN 2, BELOW THE ZONE OF TRAFF!C INFLUENCE SHALL SE BACKFILLED IN ACCORDANCE WITH THE STREET JURISDICTION REQUIREMENTS. FINAL BACKFILL AND TRAFFIC INFLUENCE DETAIL NOT TO SCALE A t TYPICAL SEWER DETAILS REVlSIONS 7/1/2025 BID SET 0 2025 PM8 0. Oi2d. wWBeoes stxet r2Bn' lr 5oE andgwi naey< : rSs t. f <I 'nec! . Loogooltt:. lndi.111:1 47553 DA1£ JULY 2025 DESK:N C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 1 1 11 OF 14 I FlLE NUMBER . Lj5 0'.>'j I Do Not Use Plan Previews for Take Off
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