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0+00 1+00 2+00 3+00 4+00 4+75 <br />RECEIVING PIT <br />0+00 <br />1+00 <br />2+00 <br />3+00 <br />01-PUBLIC SSMH TO EX. SSMH-533958 <br />PORTSMOUTH DRIVE <br />PROP. 8' PLANTING STRIP <br />PROP. 8' SIDEWALK <br />EX. R/W 0 <br />45LF OF 18" STEEL CASINGS <br />,, 35'X10'X10' BORE PIT / <br />0.25" THICKNESs <br />3 SPIDERS PER JOINT OF PIPE 7 <br />01A-PUBLIC <br />\ 01-PUBLIC SSMH 0 00 STA:0+58.87 a <br />(DOGHOUSE) SS . F&C=A-2 <br />STA: 0+00.00 <br />\ F&C=A-2 \ <br />• O <br />10'LX8'WX9'D RECEIVING PIT o \\ <br />EX SSMH-533948 Iyp, <br />\ 7 <br />REMOVE ABANDONED N \ y <br />PIPE FROM ACTIVE MH, o 0 ��po <br />PLUG MH WATERTIGHT <br />AND GROUT. TROUGH TO \ v w� 3 : • `�� <br />BE ABANDONED w <br />2 t- <br />TEMPORARY SEWER BYPASS <br />EX. R/W \ <br />EX. EOP •'s <br />\ VARIABLE WIDTH•. <br />\ CLTWWATER SSE <br />02-PUBLIC SSMH <br />\ STA:2+39.22 <br />F&C=A-2 <br />\ ` Y <br />N <br />\ \ 3 <br />4+00 <br />0+00 0+17 0+00 <br />0 <br />28 <br />0 <br />Lo <br />= <br />N <br />00 <br />+ N <br />o <br />EX. GRADE v <br />�0 cn <br />000 <br />i = m <br />o. > <br />orn <br />j� 0 N N �� 0- <br />o� �I <br />Q� <br />Ld N tDtD I <br />Q N <br />(nw <br />V) + - O_ 0 (0)0 700 <br />700 <br />.. w <br />' v 000 ~ <br />PROP. GRADE <br />m o Lri o N Of EX. GRADE <br />D + °, <br />0- o0 <br />I a GRADE <br />/-PROP. <br />0 (n I <br />.•1 <br />0 <br />W <br />> <br />(N <br />X <br />w <br />.:1 <br />670 <br />4+75 <br />I I <br />/ <br />/ <br />C) <br />N <br />I o II <br />/ <br />03-PUBLIC SSMH / <br />STA: 4+18.66 <br />F&C=A-1 <br />NJ� 17'30"E 56.45LF 8" SS <br />PROP. CLTWATER <br />SSE WIDTH VARIES <br />\ REMOVE ABANDONED PIPE FROM 0 <br />ACTIVE MH, PLUG MH WATERTIGHT <br />AND REBUILD INVERT <br />EX SSMH-533958 <br />_ STA:4+75.12 <br />�+ r EX. 15' CLT WATER SSE <br />DB 29270 PG 652 <br />ss �� EX. 8" SAN SWR <br />JOB #100-14-510 <br />cpORTs 1 S RCP cQ \ s EX. R/W <br />T <br />�° � s cOOso RO qi F �R � � ss <br />• � EX SSMH-533949 <br />28.041 8" SS ,LAT o ss <br />/_7 n \ EX. EOP <br />\ PROP. R/W / 25-PVT SSMH \ \ <br />PROP. 8" WM, <br />SEE SHEET 3 \ w p <br />�r 8.5' CLTW WM EX. 8" PVC WM w <br />EASMENET / /JOB #100-14-009 <br />EX. R/W <br />- , ���� ilk o. • <br />,, �I �� j-L. • <br />�/ <br />NOTES FOR SANITARY SEWER RELOCATION PROCESS: <br />1. CONTRACTOR SHALL COORDINATE WITH CHARLOTTE WATER FOR PROCEDURES AND TESTING <br />OF RELOCATING EXISTING SANITARY SEWER LINE. EXISTING SEWER LINE MUST REMAIN <br />ACTIVE DURING RELOCATION PROCESS. PROPOSED SEWER TIE-IN'S CANNOT BE COMPLETED <br />UNTIL ALL AS-BUILTS AND EASEMENT AGREEMENTS HAVE BEEN APPROVED BY CHARLOTTE <br />WATER. ABANDONED SEWER LINE TO BE ABANDONED AFTER RELOCATION HAS BEEN <br />COMPLETED AND APPROVED BY CHARLOTTE WATER. <br />2. CONTRACTOR MUST SUBMIT FOR CHARLOTTE WATER APPROVAL, A METHOD TO MAINTAIN <br />SEWER FLOW AT ALL TIMES. IF BY-PASS PUMPING IS USED, STANDBY PUMPS OF EQUAL SIZE <br />MUST BE ON THE SITE AT ALL TIMES. BYPASS AND STANDBY PUMPS WILL BE TESTED FOR 4 <br />HOURS EACH PRIOR TO BEGINNING REPLACEMENT WORK. <br />3. EXISTING SYSTEM TO BE ABANDONED PER CHARLOTTE WATER SPECS XV-U. <br />4. CONTRACTOR SHALL MAINTAIN SEWER SERVICE TO EXISTING CUSTOMERS AT ALL TIMES. <br />690 M -M 690 690 <br />r- <br />c° <br />�co <br />00 <br />vi <br />In Lo 0 <br />� ui ui <br />II <br />00 <br />II 'o'o <br />II <br />z <br />D II II <br />zz <br />o <br />0 <br />>> <br />680 <br />zzz <br />16.91 <br />8" PVC S <br />0.60 . <br />675 ' ' 675 <br />0+00 0+17 <br />LATERAL <br />VARIABLE WIDTH CLTWATER SSE <br />PROP. 8" WM <br />8.5' CLTW WM-----;; <br />EASEMENT <br />PROP. R/W_ <br />6.91 LF 8" SS LAT <br />PROP. 8' SIDEWALK <br />,\_� I '-A <br />PROP. R/W <br />PROP. 5' PLANTING STRIP <br />PROP. 8" WM <br />.•• <br />c° <br />000 <br />Lo r-C'4(V <br />Lo Lo 01) <br />r� r� <br />0000 <br />00 <br />00 00 <br />II <br />cOCO ozz <br />0 II II > <br />0 zz <br />> > <br />zzz <br />z zz <br />680 <br />680 <br />28.04 <br />LF <br />8"PVC <br />SS <br />0. <br />5% <br />675 <br />675 <br />0+00 0+28 <br />LATERAL <br />PROP. R/W <br />03-PUBLIC SSMH w PROP. 8" WM <br />STA: 0+00/4+18.66 ' <br />F&C=A-1 �8.5' CLTW WM <br />4- EASEMENT <br />EX. SEWER TO 00 <br />BE ABANDONED 28.04LF 8" SS LAT <br />EX. SEWER TO-,,, <br />o 25-PVT SSMH BE ABANDONED <br />+ STA: 0+28.04 <br />•�GQ Q PROP. 8' SIDEWALK <br />Q ' PROP. 5' PLANTING STRIP <br />O � <br />a <br />CONSTRUCTION SEQUENCE: <br />WORK BEGINS AT STA 0+00 AND ENDS AT STA 4+75 <br />1. INSTALL ALL PROPOSED SEWER PIPES AND MANHOLES FROM STA 0+00 TO STA 0+59 AND <br />2+39 TO 4+75. <br />2. CORE EXISTING MANHOLE (ID-533958, STA 4+75) AND INSTALL PROPOSED 8" SEWER PIPE, <br />PLUG PLUG PROPOSED 8" PIPE TO PREVENT SEWER BACKFLOW FROM EXISTING PIPE. <br />3. INSTALL TEMPORARY DOGHOUSE MANHOLE ON EXISTING SEWER LINE AND SEWER <br />BYPASS. <br />4. INSTALL SEWER PIPE FROM 0+59 TO 2+39 (01A-PUBLIC SSMH TO 02-PUBLIC SSMH) <br />5. PERFORM ALL APPLICABLE TEST ON SEWER LINES AND MANHOLES <br />6. SUBMIT RECORD DRAWINGS TO CLT WATER FOR REVIEW. <br />7. UPON APPROVAL OF RECORD DRAWINGS, COMPLETE THE FOLLOWING:. <br />8. REMOVE PLUG FROM PROPOSED PIPE CONNECTED TO EXISTING MANHOLE (ID-533958, <br />STA 4+75) AND COMPLETE INVERT CONSTRUCTION. <br />9. ABANDON AND REMOVE EXISTING PIPE FROM EXISTING MANHOLE (ID-533948), REPAIR <br />SSMH AND REBUILD INVERT. <br />10. ABANDON AND REMOVE EXISTING PIPE FROM EXISTING MANHOLE (ID-533958, STA 4+75), <br />REPAIR SSMH AND REBUILD INVERT. <br />11. COMPLETE REMAINING ABANDONMENT OF MAINS AND TEMPORARY MANHOLE. <br />CHARLOTTE <br />W4JER <br />APPROVED <br />e� 11 /02/2023 <br />Chris Saunders Date <br />Page 34 <br />