Loading...
S-2005-1.6w s 4 i _s i d J W r 'I L O O N U) o, v N t 2 N a, 0 0; o rr n x .o N O J R M U z is a in ri 8' UPPER LIMIT 3/4' MAX CRUSHED ROCK PIPE SUBGRADE PIPE FOUNDATION W =MAX ALLOWABLE TRENCH WIDTH O.B. +16' MAX ❑,B. +12' MIN � 1 V.C.P. - TYPE II 12' TYP SLOPE AND EXTEND OF SHORING AS DETERMINED BY CONTRACTOR —SLOPE AND EXTENT OF SH ❑RING AS DETERMINED BY CONTRACTOR (TYP) UNDISTURBED SOI 12 �F 12 I 6' MIN I' MAX UPPER LIMIT OF PIPE ZONE - '. N LED CONTROL DENSIT / \ FILL (500 PSI), SEE p. SPECIFICATI ❑NS PIPE SUBGRADE / �uI r 0 PIPE FOUNDATION 3/4' MAX, CRUSHED ROCK FULL DEPTH AC =EXIST AC +AB +1' PLUG PIPE WITH CONCRETE FILL WITH IMPORTED SAND MIN, SE 70 BREAK HALE IN MANHOLE BASE MANHOLE ABANDONMENT NOT TO SCALE V.C.P. - TYPE IV BEDDING DETAILS NOT TO SCALE REMOVE AND DISPOSE OF EXISTING MANHOLE w Z 0 N w a_ C PLUG CUT END EXIST. PIPE WITH BRICK AND MORTAR OR SHELF I� CONCRETE. I I OPL/ACrE V.C.P. ABANDON 1 / I REMOVE AND DISPOSE EXIST. MANHOLE. BASE. AND INTERFERING EXIST. W. / / PORTIONS OF EXIST. PIPE. ELEV.- 8 EXIST. Or V.C.P. CONNECT EXIST 8' VCP TO NEW J 8' VCP WITH COUPLING WITH SS SHEAR RING, ENCASE COUPLING AND PIPE WITH CONCRETE 3' THICK EXTENDED 12' BEYOND EACH END OF COUPLING, IN NO CASE SHALL COUPLING BE WITHIN 1 FOOT OF PIPE BELL. RECORD DRAWING Di f'I• VCP 2 -7 VCP —J JOINTS EXIST. 30" OR 33' V.C.P. ABANDON IN PLACE N�ICJ PLUG CUT END EXIST. PIPE WITH BRICK AND MORTAR OR CONCRETE. i II II EXIST. 33' V.C.P II I I� REMOVE EXIST. 33* VCP _ AND CHANNEL AS SHOWN i I I / it 74• I D. To- m — LE � � sto. s -cee. ..V,J II II SHELF II II I LOCATION (INTERSECTION OF EXISTING MANHOLE D/S MH (TO BE REMOVED) DIA, D APPROX, LEN. SLOPE S RIM INV INV CALIFORNIA ST) ELEV. B C DAKOTA 32.18 24.58 24,43 8' 39' 0.004 MINNESOTA 33.13 23.63 23.47 8' 40' 0.004 MONTANA 31.97 23.37 23.27 8' 25' 0,004 OREGON 30.12 22.77 22.67 8' 25' 0.004 TYPICAL PLAN NOT TO SCALE ORANGE COUNTY SANITATION ff777 0 Au%N:;li mms FQ cckrj 1501 QUAIL STREET NEWPORT.. BEACH, CA 92658 BEDDING DETAILS 1ok16k1 R.C.E. DATE •