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S-2005-2.102 W � � N I W 0 o WIN a �i c cs 8 i a �n m x a� 8" V.C.P. INV. ELEV. 29.18 REMOVE AND DISPOSE OF EXISITNG MH BASE EXIST. 72" AND SHAFT ENTIRELY ID MANHOLE / � \ PLUG EXIST. PIPE / END WITH CONCRETE 1r a EXIST. 30" V.C.P. (ABAND. IN PLACE) EXIST. INV. ELEV. 29.28 CONNECT TO EXISTING 8" VCP WITH S.S. SHEAR RING BAND SEAL COUPLING. ENCASE EXIST. COUPLING AND PIPE WITH CONCRETE 3" THICK 8" V.C.P. EXTENDING 12" BEYOND EACH END OF G. IN NO CASE STA. 17 +50 WITHININ' FOOT OF PPESBELLL COUPLING BE DETAIL (�5_� SCALE 3/8 " =1' -0" ABANDON EXIST. 8" VCP AS REQUIRED III) II � II STA 14 +60.72 8" V.C.P. AP__�� DROP CONNECTION PER CMSD STD. 102 REMOVE EXIST. 8" VCP AND FORM CHANNEL AS SHOWN 8" V.C.P. CONSTRUCT 48" ID DROP MANHOLE PER CMSD STD. S -100 UPPER INLET ELEV. 28.15 EXIST. 8" V.C.P. REMOVE EXIST. 8" PLUG WITH CONCRETE V.C.P. AND FORM CHANNELS AS SHOWN TOP OF SHELF ELEV. 31.00 INV. ELEV. 4. NEW V.C.P. 28.98 �� sy R -2' INV. ELEV. STA 28 +83 29'08 �. OF MANHOLE CONSTRUCT 48" (i OF PIPE ID MANHOLE PER CMSD STD. S -100 EXIST. INV. ELEV. 30.15 STA. 28 +83.00 DETAIL REMOVE AND DISPOSE I PLUG EXIST. PIPE OF EXISITNG MH BASE I END WITH CONCRETE AND SHAFT ENTIRELY / V EXIST. 30" V.C.P. (ABAND. IN PLACE) r I 1111��� EXIST. 72" ID CONNECT TO EXISTING 8" VCP WITH S.S. MANHOLE SHEAR RING BAND SEAL COUPLING. ENCASE COUPLING AND PIPE WITH CONCRETE 3" THICK EXTENDING 12" BEYOND EACH END OF EXIST. 8" V.C.P. COUPLING. IN NO CASE SHALL COUPLING BE O WITHIN 1' FOOT OF PIPE BELL STA. 14 +60.72 DETAIL SCALE 3/8 " =1' -0" SCALE 3/8 " =1' -0" INV. ELEV. 18.85 8" V.C.P. INV. ELEV. — 19.00 8" V.C. STA. 7+83.00--" \ UPPER INLET ELEV. 27.55 \ DROP PER CMSD \ STD. S -102 \\ \ EXIST. 8" VCP (TO BE ABAN) 8" V.C.P. J INV. ELEV, 27.59 PLUG EXIST. PIPE END WITH CONCRETE I e EXIST. 30" V.C.P. (ABAND. IN PLACE) % FILL CHANNEL WITH CLASS "A "J CONCRETE. CONSTRUCT SHELVES AS SHOWN. REMOVE PORTIONS OF EXIST. CHANNEL AND M.H. BASE TO FORM SMOOTH FLOW THROUGH CHANNEL EXIST 6" H.L. CONNECT TO EXIST VCP WITH SS SHEAR RING INV. ELEV. COUPLING 29.85 EXIST. INV. ELEV. 29.56 / t-4 _ _ EXIST. 8" V.C.P. ABANDON IN PLACE \ EXIST. 48" ID I MANHOLE I REMOVE AND DISPOSE I OF EXIST MANHOLE BASE I & SHAFT ENTIRELY 's,I I I *-EXIST. 8" V.C.P. (TO BE ABAND.) I I RECONSTRUCT HOUSE LATERAL TO CONNECT TO NEW SEWER PER PER CMSD STD S -104 MANHOLE 1�- `—CONSTRUCT 72" ID DROP MANHOLE SIMILAR TO CMSD STD. S -100A & S -102 -INV. ELEV. 19.00 8" V.C.P. I STA. 7 +83.00 DETAIL SCALE 3/8 " =1' -0" — EXIST. 8" V.C.P. (TO BE ABAND.) PLUG CUT END EXIST. 8" VCP WITH BRICK AND MORTAR OR CONCRETE m 57 EXIST MH PROVIDE NEW FRAME DCOVER PER CMSDST STANDARD EXIST. INV. ELEV. 27.69 �O INS 29 E; ID PLUG EX END WTI I I REMOVE F OF EXISIT? AND SHAF CONSTRUCT 48" ID DROP MANHOLE PER CMSD STD. S -100 8" V.C.P INV. ELEV. 24.76 SHELF SH 4- IIafI� Iwo STA. 20 +37.00 INV. ELEV. 24.86 8" V.C.P. UPPER INLET---/ ELEV. 29.57 DROP CONNECTION PER CMSD S -102 I ,ter PLUG CUT END i EXIST. 8" VCP WITH BRICK AND j MORTAR OR _ CONCRETE EXIST. S VCP (ABAND. IN PLACE) I DETAIL SCALE 3/8 " =1' -0" REMOVE AND DISPOSE OF EXIST MANHOLE BASE AND SHIFT ENTIRELY ST. EXIST. INV. ELEV. 29.95 EXIST. 8" V.C.P. EXIST. 48" ID MANHOLE REMOVE EXIST. 8" VCP INSIDE MANHOLE AND FORM CHANNELS AS SHOWN C.P. LACE) 8" VCP WITH S.S. kL COUPLING. ENCASE ITH CONCRETE 3" THICK EACH END OF SHALL COUPLING BE E BELL ORANGE COUNTY SANITATION DISTRICT KYAOV Ls Arx�ifrno con THESE RECORD DRAWINGS NAVE BEEN PREPARED IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS DER n rn PIES SON APPROVED DATE :mw REVISIONS I CNECM MANHOLE BASE DETAILS c000m PROJM MROM R.C.L C000m PROJECT ENGNM R.C.E. DATE 6 -13 -1 .o OR"" No. SNEET No. 10 of 12