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HomeMy WebLinkAboutS-023605140 s 130 5 0 220 2!0 140 i20 130 � x .EXISTING GRADE - - .z' 10 ® h INSTALL CONCRETE ANCHOR MIDPOINT BETWEEN MANHOLES 200 190 9 O DISTANCE -- 8 "D.I. DROP STRUCTURE NOTE: d � 107,00' 8 0 OPE &LOCATION OF EXISTING 8" UNKNOWN VERT ELEVATION SHOWN IS THE LOWEST_. ^SSIBLE.__r.ONTRACTOR SHALL EXPOSE END.QF.- EXISTING 8" 3TU6- BEFORE STAKING 121'.97 154.82 / PO BLE INVERT ELEV, .FINISHED GRADE 146.82 DISTANCE 72.25' 336:27': 180 TOP M.H. 103,67 .121.97 137.0.6 INVERT ELEV, 87,07 - 96,37 116.62 - 117.07 130.46 5 =0.0 6.6' 170 160 IbD 0 FUTURE 00,07 - 'DISTANCE 163,54'..! 405073' � 273,52° _788,.44' TOP M,H> � 167.79 165.96 183.04 -- 198.2p 215x41 'INVERT ELEV, 154:99;- '155.29.. `156.11- T56o1¢ 176.54 - 176.84 188.00 - 188.70 - 208;31 :DEPTH AT M,H, 12.8'..- 12.5' � 9.9'- 9; 8.' 10.2' - 9.5' 7.1' a -2�ap T✓�5�(0 3 -z -7e 14 S '- _TI N Rccc'i'nc '' '�-.T ;.7w'. J�If I -3 -�9 10� 1L STq�, �OF WA ~ - APPROVED BY- 1 -[ / R JE T GINEER uD'ATE 77 ❑ JOINT VENTURES INC. JOB No. e- 9 °- °3-- ..._._ DATE SEP...40.8Z.Z...._.. SCALE DRAWINGIBY L G LI........, VICTORIA PARK 4 CHECKED BY K.... _ -- APPROYED, �0 c C /STEPF' �4 FJS7p s L /u�// /� 7 CHIEF EN IN ER "DATEZ NARSTAD ASSOCIATES INC ENGINEERS • VEANNERS �� -�..° .._..�\.... SANITARY SEWER P R 0 F I L E SHEET ( 5 OF_.....5........ �/ 140 s 130 5 0 220 2!0 140 i20 130 � x .EXISTING GRADE - - .z' 10 ® h INSTALL CONCRETE ANCHOR MIDPOINT BETWEEN MANHOLES 200 190 9 O DISTANCE -- 8 "D.I. DROP STRUCTURE NOTE: d � 107,00' 8 0 OPE &LOCATION OF EXISTING 8" UNKNOWN VERT ELEVATION SHOWN IS THE LOWEST_. ^SSIBLE.__r.ONTRACTOR SHALL EXPOSE END.QF.- EXISTING 8" 3TU6- BEFORE STAKING 121'.97 154.82 / PO BLE INVERT ELEV, .FINISHED GRADE 146.82 DISTANCE 72.25' 336:27': 180 TOP M.H. 103,67 .121.97 137.0.6 INVERT ELEV, 87,07 - 96,37 116.62 - 117.07 130.46 5 =0.0 6.6' 170 160 IbD 0 - 'DISTANCE 163,54'..! 405073' � 273,52° _788,.44' TOP M,H> � 167.79 165.96 183.04 -- 198.2p 215x41 'INVERT ELEV, 154:99;- '155.29.. `156.11- T56o1¢ 176.54 - 176.84 188.00 - 188.70 - 208;31 :DEPTH AT M,H, 12.8'..- 12.5' � 9.9'- 9; 8.' 10.2' - 9.5' 7.1' 140 s 130 5 0 140 i20 130 � x 1N S` $ - - .z' 10 ® h INSTALL CONCRETE ANCHOR MIDPOINT BETWEEN MANHOLES 9 O DISTANCE -- 8 "D.I. DROP STRUCTURE NOTE: 206`.'49' 107,00' 8 0 OPE &LOCATION OF EXISTING 8" UNKNOWN VERT ELEVATION SHOWN IS THE LOWEST_. ^SSIBLE.__r.ONTRACTOR SHALL EXPOSE END.QF.- EXISTING 8" 3TU6- BEFORE STAKING 121'.97 154.82 - 159,73 INVERT ELEV, 116.62 - 117.17 146.82 DISTANCE 72.25' 336:27': 8.0' TOP M.H. 103,67 .121.97 137.0.6 INVERT ELEV, 87,07 - 96,37 116.62 - 117.07 130.46 .DEPTH AT M.H., 16.6'- 7.3 S.4' -4.8' 6.6' 160 s 5 0 140 130 � x 1N S` $ 120 110 DISTANCE 206`.'49' 107,00' TOP M, H. 121'.97 154.82 - 159,73 INVERT ELEV, 116.62 - 117.17 146.82 752.00 DEPTH AT M.H. 5.4' - 4.8' 8.0' 7.7'