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S-86-5.3.t D ` ♦ WATER SLANT ENTIRE MANHOLE PROTELT ANY EIUhT. DROP INLET 0kNi 14P' . 'NNEN AEPAIINING MANNOLEN s ^ - -- - --1 APPLY MORTAR • LEVELING LMRhE s� c BY GUNITE METHDD — APPLY POLYURETHANE I. COATING TD ENTIRE , a MANHOLE . p • W 1 I. i I ` SEE DETAIL BELOW - --- I Ir SECTION A- A NLALE -- I" -- Z' . 0 • rA MATER BLAST BANE BUNHNAMMER DUT 1 Vt" (MIR.) hHELF t CHANNEL. AFTER II&WAMMERUIG AFTER VATER BLMTING, APPLY ADHESIVE If NELEYMT AND REMORTAIS CHANNEL TO UMMINAL hHAPE TO THE NATIhFALTIUN OF DISTRICT INhPECTDR . I p � • I ,_,.I, I LM LA DETAIL K - EXISTING STANDARD 01% DRIP MANNDLB TD REMAIN SCALE . I" - L' e., AMY. DEPTH MANNDLE TTFE hEPAIR WORK WATER SLANT • . 11.11' LONCRETE ENTIRE MANHOLE • 2 13.1' INTERIOR &A-E METHDD A bELDW AND DETAIL K. S APPLY MORTAR CONCRETE ISLE METHDD A BELOW AND DETAIL K. LEVELING LDURSE ° If.Y CONCRETE BY GUNITE METHOD F • BRICK t CONCRETE %EE METHOD A BELOW AND DETAIL K. (. APPLY POLYURETHANE LTiSSY, \ LL11LTfcTE 'Iii 1 VAUb A IL-LOV Glib bElAIL K. COATING TD ENTIRE - 411 BRIM t LDNLRETE MANHOLE b 1.5' bUILT-UP SHELF NEE METHOD A BELOW AND DETAIL K. 4 �h REQUIRED BT CONCRETE NEE METHOD A RELDW AND DETAIL K. INTM1ICT INNPECTOR 4.5' CONCRETE FORCE MAIN II 7.0' SEE DETAIL BELOW , SEE METHOD A BELOW AND DETAIL K. It IO.T CONCRETE NEE METHOD A BELOW AND DETAIL K. IS 14.4' MILK SEE METHOD A BELOW AND DETAIL K. 14 14.7' BRILK SEE METHOD A BELOW AND DETAIL K. 15 14.4' NOT REPAIRED SEE MET NOD A RELDW AND DETAIL K. )ELT I O N 15-b M -BUILT CONCRETE 'if-ALE 1" + L' MDT REMUVEDI REPL. 6.7' CONCRETE BANE I LOWER WALL 16 9.1' RENTORED. LOATEP. . 19 AN•BUIl7 MANNDIE Na. AMY. DEPTH MANNDLE TTFE hEPAIR WORK • I 11.11' LONCRETE NEE METHOD A RELDW AND DETAIL K . • 2 13.1' CONCRETE &A-E METHDD A bELDW AND DETAIL K. S 11.2' CONCRETE ISLE METHDD A BELOW AND DETAIL K. 4 If.Y CONCRETE NEE METHOD A ILELOW AND DETAIL K. F 1131 BRICK t CONCRETE %EE METHOD A BELOW AND DETAIL K. (. 4.3' LTiSSY, \ LL11LTfcTE 'Iii 1 VAUb A IL-LOV Glib bElAIL K. 7 411 BRIM t LDNLRETE NEE METHOD A BELOW AND DETAIL h. b 1.5' CONCRETE NEE METHOD A BELOW AND DETAIL K. 4 6.0' CONCRETE NEE METHOD A RELDW AND DETAIL K. 10 4.5' CONCRETE NEE METHOD A RELDW AND DETAIL K . II 7.0' CONCRETE SEE METHOD A BELOW AND DETAIL K. It IO.T CONCRETE NEE METHOD A BELOW AND DETAIL K. IS 14.4' MILK SEE METHOD A BELOW AND DETAIL K. 14 14.7' BRILK SEE METHOD A BELOW AND DETAIL K. 15 14.4' CONLNETE SEE MET NOD A RELDW AND DETAIL K. 1($ I4.7' CONCRETE NEE METHOD A BELOW AND DETAIL K. 17 6.7' CONCRETE SEE METHDD A SELDW AND DETAIL K. 16 9.1' CONCRETE SEE METHDD A RELDW AND DETAIL h. 19 7.7' LONLRETE SEE METHOD A BELOW AND DETAIL K. t0 7.1' CONCRETE NEE METHOD A BELOW AND DETAIL K. BRILK NEE METHOD A RELDW AND DETAIL K . •i4 LL 7.0' CONCRETE SEE METHOD A BELOW AND DETAIL L . �Ir 7 3 6.10' BRICK REMOVE t REPLACE PER C.M.h.D. '1TD. h -100 W/ BERM. APPLY POLYURETHANE LUATING III ENTIRE N.H. PER O.C.h.D. ')rErh. ♦ # E4 N.I.' CONCRETE REMOVE t REPLALE PER L.M.h.D. STD . h -100 A W/ DEISM. APPLY POLYURETHANE LOATING TO ENTIRE M.H. PER O.C.h.D. MILLS. Ift�f 7.S' X11 EMDVE t REPLALE PER L.N.h.D. hTD. h-100 WI BERN. APPLY POLYURETHANE LOATING TO ENTIRE M.H. PER D.L.h. hPEL'I. A t1a CONCRETE SEE METHOD A BELOW AND DETAIL K . CONCRETE MANHOLES IF DEEMED NECEM,ART BY INSPECTOR. DETAIL ©• EX111M FORCE MAIN MANNDLE TD MAIN SCALE = I" L ' d V. BUILT 12-16-9. 1 ■ m ce II (at W� I it AN BINLT ---.- LT WE NETNID A BEWW AND DETAIL K !4 INDICATES FORCE MAIN MANHOLE - • INOILATEN DROP MANHOLE • INDILMEN 1011" I.D. MANHOLE AFTER WATER BLMTING , APTLY ADHESIVE 1; NELEsAMY AND REMORTAR CHANNEL M ORIGINAL SFWPE WITH BEUILT -UP hHELF AND BERM TU THE NATIhFALTIUN METHOD A OF DINTRILT ENGINEER . 1. 6UhNNAMMER C bi" MIN.) SANE TO ALLOW RESNAPIN6 CHANNEL. • ' t. WATER SLANT ENTIRE MANNDLE INTERIOR. �. LNhURE WATER TIGHTNEhh OF MANHOLE . 4. APPLY ADHEhIVE IF NELEMARY AND REIADIVAR CHANNEL TO ORIGINAL hHAPE. ` g R. APPLY MORTAR LEVELING COURSE BY GUNITE METHOD TO REMAINING MANKDLE . NEE NUTE 4 BELOW, 16. APPLY POLYURETKAHE LDATING PER O.Lh.D. hPELIFILATIUMN AS INCLUDED IN MULCT NrELIFILATIOM. e UTEh MATER bLMT BAKE • AFTER BUhHHAMMERING I. ALL NEW 4S" I.D. MANHOLES SHALL BE LONNTRUCTED PER C.M.h.D. STD. h-IOU . t. ALL NEW LO" I.D. MANHULES SHALL BE LDNhTINULTED PER L.M.h.D. STD. h -IODA . S. ALL MATERIALS, SURFALE PREPARATION, MATER 15LAhT1NG , MORTAR A FLICATION, POLYURETHANE LDATIN6 , ETC. , hHALL MEET SECTION 41 AND hELT10N 41 - T. AMENDED OF D.CA.D. STANDARD SFELIFILATIUNS AN INCLUDED IN hELT10N C VALE 24 TO V OF C.M.h.D. muncT ,irmintATIDNN. 4. A MORTAR LEVELING LDUTVIE MAY BE REQUIRED DN BOTH bRILK AND PRECAST CONCRETE MANHOLES IF DEEMED NECEM,ART BY INSPECTOR. DETAIL ©• EX111M FORCE MAIN MANNDLE TD MAIN SCALE = I" L ' d V. BUILT 12-16-9. 1 ■ m ce II (at W� I it