EXISTING GRADE SEE SURFACE RESTORATION SPECIFICATIONS AND DETAILS PAVEMENT {SEE SURFACE RESTORATION SPECIFICATIONS AND DETAILS) EXISTING GRADE SEE SURFACE RESTORATION SPECIFICATIONS AND DETAILS UNPAVED AREAS • TOP SOIL OR WITHIN 5' OF PAVED AREA • 1 • PAVED AREAS • PAVEMENT \ " , , =■� f l Y2 / / ' BELL IS BELO THE SURFACE OF THE BEDDl�G (MIN. OF 5" OF BEDDING BELOW BELL) / ' , ,,. ' , 1 \ l2 •�'1--s:---l----:::?.L'-/7"FINAL BACKFILL (PER STREET JURISDICTION REQUIREMENT) OJ " rn - 0 " :,:: rn INmAL BACKFILL (PER STREET JURISDICTION REQUIREMENT) HAUNCH TO SPRINGLINE (MANUALLY HAND TAMPED OR WALKED IN #5 OR #8 CRUSHED STONE) PIPE BEDDING SHALL BE O.D./2 OR (6" MIN. #5 DR #8 CRUSHED STONE) SPRINGLINE OF PIPE TRENCH BOTTOM (OR FOUNDATION) AS REQUIRED NOTE: 1. OSHA TRENCH SAFETY REQUIREMENTS SHALL BE FOLLOWED WITH All TRENCH EXCAVATION. 2. PAVEMENT DOES NOT INCLUDE SIDEWALKS AND DRIVEWAYS. 1/ BELL IS BELOW THE SURFACE OF THE BEDDING (MIN. OF 5" OF BEDDING BELOW BELL) FINAL BACKFILL 1 12 � / m / :< , � /4- :< m / m , "'i /4- / !NffiAL BACKFILL HAUNCH TO SPRINGLINE (MANUALLY HAND TAMPED OR WALKED IN #S OR #8 CRUSHED STONE) PIPE BEDDING SHALL BE O.D./2 OR (6" MIN. COMPACTED #5 OR #8 CRUSHED STONE) SPRINGLINE OF PIPE TRENCH BOTTOM (OR FOUNDATION)AND TOP SOIL REQUIREMENTS AS REQUIRED NOTE: 1. OSHA TRENCH SAFETY REQUIREMENTS SHALL BE FOLLOWED WITH ALL TRENCH EXCAVATION. 2. INITI AL BACKFILL: SUITABLE EXCAVATED MATERIAL MAY BE USED, COMPACTED AS SPECIFIED. 3. FI NAL 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 DIAMETER, CONCRETE, ROOTS, STUMPS, TRASH, FROZEN MATERIALS, OR OTHER SIMILAR MATERIAL. INSTALL BACKFILL UNIFORMLY AROUND EXTERIOR OF MANHOLE ACCEPTABLE EXCAVATED MATERIAL, UNIFORM IN NATURE, FREE FROM ORGANIC MATERIAL AND STONES LARGER THAN 2 INCH, COMPACTED AS SPECIFIED 12" PIPE EMBEDMENT ' . " .. ,., ·'. �. .., .. • ;, .. < . . ;•, ·; ·, -·:;' � ;:, •. ' -'.'.", . ·,· ·.� • ':,•. �-. MANHOLE •. ·•i-+--==�""'-"""==�---1--i (SEE MANHOLE DETAILS) COMPACTION PER ROADWAY JURISDICTION REQUIREMENTS #5 OR #8 ROCK BACKFILL 6" (MIN) #5 OR #8 STONE BASE WW 11 RIGID PIPE BEDDING AND BACKFILL 1WITHIN 5' OF, OR UNDER PAVEMENT WW 12 RIGID PIPE BEDDING AND BACKFILL MORE THAN 5' FROM PAVEMENT WW 13 STANDARD MANHOLE BACKFILL DETAIL fi/OTTO SCALE NOTTO SCALE CROSSING INTERSECTION EXISTING WATER LINE UNPAVED AREAS NOTE: 1. CROS • ING SHALL BE ARRANGED SO THAT SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM WATEf LINE JOINTS. 2. �::�:� ���������;;/LMI NI ;�����; �!��� REES NOTE: ALL OF TH FOLLOWING MUST BE MET 1. THE SANITARY SEWER AND WATER MAIN ARE NOT IN CONTACT. PROPOSED SANITARY SEWER 18" MIN. CLEARANCE {SEE NOTES FOR EXCEPTIONS) PROPOSED SANITARY SEWER 10' CLEARANCE MIN. 2. THE SANITARY SEWER MATERIAL JS PVC SDR-21 OR PVC C900 6,. (MI N.) ' • �- ; • ' ' NOTTO SCALE PAVED AREAS OR WITHIN 5' • TOP SOIL UNPAVED AREAS MANHOLE " W W( -S0E1E, WMWA N· 0H2O, WL EWD- 0E 3T,AWI LWS - 0 7 ) ' h ' 12 • 1 ,,, --- in\ ' ' 12" PIPE EMBEDMENT ·, _, FOR IA.LL INSTANCES WHERE HORIZONTAL OR VERTICAL CLE-4:��:v�:���:.�:��;;:;;;;;----------------\-t--l?'�" ;;;,- c------t--------t-------!!_ #.:'_S_'.'. 0"::R.." #�8_'.: ST:'_'0 ':"N ::!E :._!B ::A�S!:_E_'_::Y'. <'.')-;: 2:,�-e•·::':'.�===::!:::!:!:====:::t---------------- 3. THEISANITARY SEWER MEETS All PRESSURE TESTING 1/ \:,/ '\,_ REQUIREMENTS OF WATER MAIN. /�' \ 4. THE[SANITARY SEWER AND WATER MAIN ARE LAID ON O '\/ . '/ 0 SEP�RATE TRENCH SHELVES. ">,,,<y 5. ANYISANITARY SEWER JOINTS ARE A COMPRESSION TYPE JOINT � :--__"' / THAT ARE PLACED EQUIDISTANTLY FROM THE WATER MAIN. V/ )//' EXISTING 6. IFBITHPRESSURE PIPES, EXCEPTION TO 18" CROSSING. /� '\('( WATER LINE WW SANITARY SEWER AND e-------1 14 WATER LINE CROSSING NOTTO SCALE WW 15 NOTE: 1. OPENING SHALL BE LOCATED OUTSIDE AREAS OF STANDING/FLOWING WATER. 2. ANY PIPE ENTERING REQUIRES 12" PIPE EMBEDMENT AND 6" STONE BASE. 3. MAX 12" LINE ENTERING OR LEAVING STRUCTURE. 4. FLAT TOPS MAY BE ALLOWED AT THE DISCRETION OF THE CITY OF PETERSBURG. 6" (MIN.) #5 OR #8 STONE BASE STANDARD SHALLOW MANHOLE AND BACKFILL DETAIL NOTTO SCALE PAVED AREAS • OR WITHIN 5' ---PAVEMENT BACKFILL AND COMPACTION PER ROADWAY JURISDICTION REQUIREMENTS REVISIONS 4/25/25 BID SET CM8 0i2d2 wW0 2c5es, 1; ; e! mB r Eo andgwi nneye rSs t. rIenec1 . PLo.Oo.gBoootxee2.9l5ndinna4755J DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 3 1 31 OF 45 I Fll.E NUMBER I 44724 Do Not Use Plan Previews for Take Off
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