EXISTING GRADE / 1/ SBT EEH LDELDBII SEN DGB DEBIL NEOLGWO (WMT HJ BNEE. LSOLUF) R 5F "A CO EF O F \ \ .. 1 12 r / SEE SURFACE RESTORATION SPEClFICATIONS AND DETAILS PAVEMENT (SEE SURFACE RESTORATION SPEOFICATI0NS AND DETAllS) F I J NU( APR LEI SRB DASI CTC KRT FIE IOEL TLN REQUIREMEKT) m X �- / o• am � I N I T#I5A LO RB A1 C1 8K FCIRLUL SCHOEMDP SATCOT ENDE KAUNCJ-1 TO SPRINGLINE (MANUALLY HAND TAMPED OR WALJ(ED IN #5 OR /1"8 CRUSHED STONE) PIPE BEDDING SHALL BE 0.0./2 OR (6" MIN, COMPACTED #5 OR #S CRUSHED STONE) SPRINGLINE OF PIPE TRENCH BOTTOM {OR FOUNDATION) NAOSTREE:QUIRED �2 . TI NRI ETH NIAACLTHRB EEAXNCCCKAHF VI LSALAT: FI#OESTNYO. RR E#QS UCI RR EU MS HE NE DT SS TS OH AN LEL MB EA NF (UJ LA lUO YW CE OD MW PI AT HC TAELDL . 3. FINAL BACKFILL: SUITABLE EXCAVATED MATERIAL MAY BE USED, COMPACTED AS SPECIFIED. 4. ALL SUITABLE EXCAVATED MATERIAL SHALL BE FREE OF ROCKS OF MORE FTRHOAZNE TNWMOA TI NECRHI AELSS I, NO DR I OA MT HEETRE SRI, MC OI LNACRRME TAET, ERROI AOLT. S , S T U M P S , T R A S H , 5. PAVEMENT DOES NOT INCLUDE SIDEWALKS AND DRIVEWAYS. SANITARY SEWER PIPE BEDDING AND BACKFILL WITHIN 5', OR UNDER PAVEMENT NOTTO SCALE EX!"STING GRADE • /, \ BELTLHJES BBEEDLODWJNGTl1{EMSINU.ROFAF CSE" OOFF BEDDING BELOW BELL) 1 12 r / / . .,:; / SEE SURFACE RESTORATION SPECIFICATIONS AND DETAILS FINAL BACKFIU mX •• / 2h Sm INmAL BACKFILL COMPACTED #S OR #S CRUSHED STONE HAUNCH TO SPRINGLINE (MANUALLY HAND TAMPED OR WALKED lN #5 OR 118 CRUSHED STONE) PIPE BEDDJNG SHALL BE O.D./2 OR (6" MIN. COMPACTED #S OR /IS CRUSHED STONE} SPRlNGLINE OF PIPE TRENCH BOTTOM (OR FOUNDATION) AS REQUIRED 1. OSHA TRENCH SAFETY REQUrREMENTS SHALL BE FOUOWEO WITH ALL TRENCH EXCAVATION. 32 .. FI NI NI TAI AL LB BA AC CK KF IFLI LL :L : S U# 5I T OA BR L#E8E CX RCUA SVHA ETDE DS TMOANTEE MR I AALNMU AALYL YB EC OU MS EPDA, C T E D COMPACTED AS SPECIFIED. 4. ALL SUITABLE EXCAVATED MATERIAL SHALL BE FREE OF ROCKS OR MORE FTRHOAZNE TNV iM! OA TI NECRHI AELSS I, NO DR I OA MT HEETRE RS I, MC OI LNACRRME TAET, ERROI AOLT S , S T U M P S . T R A S H , SANITARY SEWER PIPE BEDDING AND BACKFILL MORE THAN 5' FROM PAVEMENT NOTTO SCALE CROSSING INTERSECTION------------! EXISTING WATER LlNE I � 18" MIN. CLEARANCE (SEE NOTES R)R EXCEPTIONS) L fN.O""T"Ec:ROSSING SHALL BE ARRANGED SO THAT SEVVER JOINTS WWIAUTEBRELEINQEUIJDOIISNTTASN. T A.NO ASFAR AS P0SSISL.£ FROM 2. CROSSING MUST BE MADE AT A MINIMUM OF 45 DEGREES MEASURED FROM TI-lE CENTER LINES OF Tl1E MAINS. NA1LOL.TOEF:TTHHEESAFONLITLAORWYINSGEWMEURSATNBDE WMEATTER MAIN AR.E NOT IN CONTACT. 2. TI-IE SANITARY SEWER MATERIAL IS PVC SDR· 26 CF OL ERAARLALNICNES RT AE QN CUEI RSEWM HE NE TRSE AHROER INZOOTN TMAELT .O R V E R T I C A L 3. THE SANITARY SEWER MEETS All PRESSURE TESTING REQUIREMENTS OF WATER MAIN. 4S .. SAT EHNPEYA SSR AAA NNT IEI TT TAA RRR EYY NSSCEEHWWSEEHRR EJALONV IDENSTW. S A AT RE ER AM CA OI NM AP RR EE SLSA !I OD NOTNY P E ) 0 ! N T THAT ARE PLACED EQUIDISTANTLY FROM THE WATER MAIN. 6. !F BOTH PRESSURE PlPES, EXCEPTION TO 18" CROSSING. PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER 10' CLEARANCE MIN. PROPOSED SANITARY SEWER AND EXISTING WATER LINE CROSSING NOTTO SCALE CENTERUNE OF MA!N AND M"UCEe � SEE NOTE 3 1B" HOLE FIUEO WITH BAO<FILL -NO ,.- T-E:PVLINASCTEINCNMEASRWKEARTESRHAUUTILHIATVYE REFLECTIVE STICKER LABELED 2. POLE SHALL STATE "IN CASE OF EMERGENCY CALL VWIJ (812} 886•5011" 3. MARKER POLE TO BE 6'-0" UNLESS IN CULTIVATED FIELD THEN IT SHALL BE 10'·0". 4. MARKER POL.ES SHALL BE RHINO TRMEW PLUS PART NUMBER TVP90GB OR APPROVED EQUAL. 5. MARKERS POLES MAY BE USED IN THE FOLLOWING AREAS: -- TMA RIARANCRHl EONLLGIEEWSF ,JOARRSE RRA EEC LQCEEUASI SRSEEBDVO.AXLEVSE, S V, A( ILNV ER EB MO OX ET SE , AA RI RE /AVSA) C. U U M / --- CHE NRY DmD SR ACONA FLT ASB NE( INANDE RSR EI (AMI LNO CRT REE OMASORSTEI EAN SGA) . R. E A S ) . S' Max From Center of Rim FINISHED GRADE 4 MARKER POLE FOR RURAL AREAS NOTTO SCALE TYPICAL SEWER DETAILS • RE\IISIONS BID SET C 2025 PM8 0. Oi2d . wWBeoe� �txct m2B9r5Eo andg wj na; , ys : : rSs t. r Ienect . Loogootee, Indian� 47553 DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 1 1 11 OF I FlLE """"ER �,11'-I 14 I Do Not Use Plan Previews for Take Off
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