Q Q 0 0 0 Q 0 �I < w w w < w oo' z • z >o "' �z ro 5 C " . ' N- � -><, -9 " �· �� > " �o NW � r-i io 0 " s. fii r .. -,: ;: . � w - < ai al C -, £a � �_, �z ww� �y cN 0 . 55 , . <• EXISTING GRADE BELL IS BELOW nlE SURFACE OF THE BEDDING (MIN. OF S" OF BEDDING BELOW BELL) SEE SURFACE RESTORATION SPEOFICATI0NS AND DETAILS PAVEMENT (SEE SURFACE RESTORATION SPEOF!CATI0NS ANO DETAILS) ._::"'ss:;;--c-/----7�:.__,,-FINAL BACKFILL (PER STREET JURISDICTION REQUIREMENT) INIT1AL BACKRLL COMPACTED #5 OR #8 CRUSHED STONE HAUNCH TO SPRINGUNE (MANUALLY HAND TAMPED OR WALKED IN #5 OR 418 CRUSHED STONE) PIPE BEDDING SHALL BE 0.0./2 OR (6" MIN. C0MPAC11:D #5 OR #8 CRUSHED STONE) SPRINGLJNE OF PIPE TRENCH BOTTOM {OR FOUNDATION) AS REQUIRED NOTE, i:'""""osHA TRENCH SAFETY REQUIREMENTS SHALL BE FOLLOWED WITH AU. TRENCH EXCAVATION. 2. INITIAL BACKFILL #5 OR #8 CRUSHED STONE MANUALLY COMPACTED. 3. FINAL BACKFILL SUITABLE EXCAVATED MATERIAL MAY BE USED, COMPACTED AS SPECIFIED, 4. ALL SUITABLE EXCAVATED MATERIAL SHALL BE FREE OF ROCKS OF MORE THAN TWO INCHES IN DIAMITER, CONCRETE, ROOTS, STUMPS, TRASH, FROZEN MATERIALS, OR OTHER SIMILAR MATERIAL. 5. PAVEMENT OOES NITT INCLUDE SIDEWALKS AND DRIVEWAYS. SANITARY SEWER PIPE BEDDING AND BACKFILL WITHIN 5', OR UNDER PAVEMENT NOTTO SCALE EXISTING GRADE BELL IS BELOW THE SURFACE OF THE BEDDING (MIN. OF S" OF BEDDING BELOW BELL) SEE SURFACE RESTORATION SPECIFICATIONS AND DETAILS FINAL BACKFILL lNITlAL BACKFILL COMPACTED IJS OR #8 CRUSHED STONE HAUNCH TO SPRINGLINE (MANUAL.LY HAND TAMPED OR WALKfD IN #5 OR 118 CRUSHED STONE) PIPE BEDDING SHALL BE 0.0./2 OR (6" MIN. COMPACTED #5 \_SPRINGLINE OF PIPE TRENCH BOTTOM (OR FOUNDATION) AS REQUIRED N0TI.: OR #8 CRUSHED STONE) 1. OSHA TRENCH SAFETY REQUIREMENTS SHALL BE FOLLOWED WITH ALL TRENCH EXCAVATION. 2. INITIAL BACKFILL: #5 OR #8 CRUSHED STONE MANUALLY COMPACTED 3. FINAL BACKFILL: SUITABLE EXCAVATED MATERIAL MAY BE USED, COMPACTED AS SPECIFIED. 4. ALL SUITABLE EXCAVATED MATERIAL SHALL BE FREE OF ROCKS OR MORE THAN TWO INCHES IN DIAMETER, CONCRITE, ROOTS, STUMPS, TRASH, FROZEN MATERIALS, OR OTHER SIMILAR MATERIAL SANITARY SEWER PIPE BEDDING AND BACKFILL MORE THAN 5' FROM PAVEMENT NOTTO SCALE CROSSING INTERSECTION --------------! EXISTING WATER LINE I PROPOSED SANITARY SEWER NOTE, 1. CROSSING SHALL BE ARRANGED SO THAT SEWER JOINTS \/I/ILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM WATER LINE JOINTS. 2. CROSSING MUST BE MADE AT A MINIMUM OF 45 DEGREES MEASURED FROM THE CENTER LINES OF THE MAINS. NOTE, ALL OF THE FOLLOWING MUST BE MET 1. THE SANITARY SEWER AND WATER MAIN ARE NOT IN CONTACT. 2. n-lE SANITARY SEVIER MATERIAL IS PVC SDR-26 FOR ALL INSTANCES WHERE H0RiZ0NTAL OR VERTICAL CLEARANCE REQUIREMENTS ARE NOT MET. 3 THE SANITARY SEWER MEm ALL PRESSURE TESTING REQUIREMENTS OF WATER MAJN. 4. THE SANITARY SEWER AND WATER MAJN ARE LAlD ON SEPARATE TRENCH SHELVES. 5. ANY SANITARY SEWER JOINTS ARE A COMPRESSION TYPE JOINT THAT ARE PLACED EQUIDISTANTl_Y FROM THE WATER MAIN. 6, IF BOTH PRESSURE PIPES, EXCEPTION TO 18" CROSSING. PROPOSED SANITARY SEWER 10' CLEARANCE MIN. PROPOSED SANITARY SEWER AND EXISTING WATER LINE CROSSING NOTTO SCALE SEE NOTE 3 18" HOLE FILLED WITH BACKAI..L TRACER WIRE SHALL BE No. 12 AWG USE-2, RHW-2 OR RHH SOLID COPPER WITH 45 MIL POLYETHYLENE INSULATION AND SUITABLE FOR DIRECT BURIAL INSTALLED LONGITUDINALLY ALONG THE PIPE TRENCH. ALL UNDER GROUND SPLICES IN TC ROAP CP EE RR HWEIARDE SS NH AA LK LE BB IET EC OWNANTEECRTPERDO WO FI T CHOTNHNEEUCSTEO OR SF . NOTE: -,-.-PLASTIC MARKER SHALL HAVE REFLECTIVE STICKER LABELED VINCENNES WATER UTILITY 2. POLE SHALL STATE "IN CASE OF EMERGENCY CALL W,JIJ (812) 886-5011" 3. MARKER ?OLE TO BE 6'-0" UNLESS IN CULTIVATED FIELD THEN IT SHALL BE 10'·0". 4. MARKER ?OLES SHALL BE RHINO TR1VIEW PLUS PART NUMBER TVP90GB OR APPROVED EQUAL. 5. MARKERS POLES MAY BE USED IN THE FOLLOWING AREAS: 5' Max • MANHOLES, AS REQUIRED. • TRAONG WlRE ACCESS BOXES, VALVE BOXES, AlR/VACUUM / AIR RELIEF OR RELEASE VALVES, (IN REMOTE AREAS). • ENOS OF AN AERIAL CROSSING. • CRIT1CAL BENDS (IN REMOTE AREAS). • HYDRANTS (JN REMOTE AREAS). From Center of Rim / FINISHED GRADE • TRACER WIRE SHALL BE ROUTED OUTSIDE OF/ AROUND THE ADJACENT MANHOLE. TRACER WIRE SHALL NOT BE ROUTED THROUGH OR SPLICED WITHIN ANY MANHOLE MARKER POLE FOR RURAL AREAS NOTTO SCALE TYPICAL SEWER DETAILS I � z w � w_ a: a. � z 0 �� 2: rn Oz w � � � I- J: II (/) a. w >- ffi i Cl) � rn a: w rn W rn :> ��� w iii w (/) Iz �� � - z <( Cl) REVISIONS 7/1/2025 BID SET C 2025 t,.Iidwe�!ern Engineer.;. Inc. P80.O2.WBoes.xt 2B9r5o:1dw,1y Stree1 Loogootee. Indiana 47553 DATE JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. 0.C. CHECK E.K.P. PROJECT NUI.IBER 2018092-01 1 2 12 Of 14 FlLE NUMBER '-15"05:l I Do Not Use Plan Previews for Take Off
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