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Home My WebLink About053 - SD-1 - STANDARD DETAILS FRAME ANO COVER TO BE 0&L A-11I8,EJIW 3]]il3]]25ERIES,ORAPPROVEDEpUAL. STEPSSHALLBEALIGNEDWITH �� COVERS SHALL HAVE TWO 1"PICK HOLES. MANHOLE BENCH UNLE55 1/8"BELOW TOP OF NEW OTHERWISE APPROVED. �PAVEMENT SURFACE FRAME AND COVER FRAME AND COVER TO BE�&L A�JUSTABLE A-11�8,EJIW 33I1/33125ERIE5, ADJUSTABLE RINGS, RINGS ORAPPROVED EOUAL.COVERS HEAW Dl1TV MONUMENT BOX, 2"MIN.,12" SHALL HAVE TWO 1"PICK HOLES. SIMILAR TO CAIRD ENG.NO 50608-1 2"MIN.,12"MAX. BENCH STREET PAVING 8 GRAVEL AS MAX. REQUIRED � ' CHANNEL FLATSLABCOVER NOTE�.ALLJOINTS BETWEEN MANHOLE SEAL JOINT WITH RAM-NEK 2'-0'• SECTIONS,MANHOLE RING&TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE 24"OR SHALL BE WATER-TIGHT.JOINTING MATERIAL . tl ,.' g ';': 8"%3'ROUNDCONCRETESLAB 4'-0" e`� ��'.:. PLANVIEW •,., 2]" � ��` SHALLBE"RAM-NEK"OREQUALFORALL ° PRECASTREINFORCEDCONCRETEMANHOLE OPENING JOINTSE%CEPTBETWEENSEWERPIPEAND N � MANHOLESTEPS MANHOLE WALL. FROST SLIPHUBTOTHREADEDADAPTOR UNIFORMLVSPACE��'� RISERANDECCENTRICCONETOPMANUFACTURED MANHOLE EXPANSION 16"MA%ON CENTER � IN ACCORDANCE WITH ASTM G4]8. STEPS SLEEVE UNIFORMLV THREADED PLUG — PRECAST REINFORCED CONCRETE SPACED,16" MANHOLE RISER AN�COVER -.GROII INVERTTOSPRINGLINE Z MAXON MANUFACTUREDINACCORDANCE �� OFPIP IFGAPBETWEENPIPE CENTER WITHASTMC-418. AN CHANNELISGREATER N THAN 1/8". W STEPS SHALL BE NON-SHRINK BACKFILL w ¢ ALIGNED WITH CLEANOUT PIPE,8"PVC p m a'-0" -�PREC ST CHANNEL (MIN.) FLOWLINE TOPOFPIPEMAVNOT Q MANHOLEBENCH EXTENDPASTIN IDE > UNLESSOTHERWISE 3'MIN. �Q WALL OF MANHO E.IF z AS REQUIRED APPROVED. NECESSARVTOP ALF VARIABLE �z OF PIPE MAV BE CUTOUTS 45" o SHELF-SLOPEI" TRIMMEDOFFSM OTH. q5 FRAMEANDCOVER 1/8 BEND x PER FOOTTOWARD �� CHANNEL.SEE �) - REQUIRED ENDOF '"a CHANNELDETAIL. FLEXIBLEGASKETEDJOINT p� BENCH TRENCH � (TVPICAL FOR PRECAST BASES-SEE�ETAIL) a� q CHANNEL CHANNEL-DIA.OF PIPE �.- A �• �� ....: , :�a. ` '•:. CHANNEL=�IA OF PIPE� PLAN VIEW IA PRECAST BASE UNLE55 I 5 10 DIA� OITVEM NI MUM THIOCKNESS IS 6". �A • PRECAST BASE UNLESS f~ (MIN.) OTHERWISEAPPROVED BV CITV.MIN. THICKNE55 IS 6". NOTES: ENO OF LINE SLOPE AT 1" 1. ALL JOINTS BETWEEN MANHOLE SECTIONS, RADIUS CLEANOUTIF RADIUSOF� OF � REQUIREDUSE PERFOOT MANHOLE MANHOLERING&TOPSECTION,AN�AROUND SLOPEAT1" MANHOLE PLUG CHANNEL TO SEWER PIPE INTO MANHOLE SHALL BE PER FOOT. FULL PIPE WATERTIGHT.JOINTING MATERIAL SHALL BE CHANNEL TO OEPTH "RAM-NEK"OR E�UAL FOR ALL JOINTS EXCEPT FULL PIPE NOTES: BETWEENSEWERPIPEANDMANHOLE. DEPTH. 1. ALLJOINTSBETVJEENMANHOLESECTIONS, 2. STORMDRAINMANHOLESSHALLNOTHAVE MANHOLERINGBTOPSECTION,AND FORMED CHANNELS AND THE LOWEST PIPE AROUNO SEWER PIPE INTO MANHOLE �IA.OF CL INVERTSHALL BE 9"HIGHER THAN BOTTOM OF ' SHALL BE WATER-TIGHT.JOINTING �IA.OFSEWERPIPE � SEWER PIPE MANHOLE. � MATERIAL SHALL BE"RAM-NEK"OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. 2. STORM�RAIN MANHOLES SHALL NOT HAVE FORMED CHANNELS AND THE LOWEST PIPE SECTIONA-A SECTIONA-A INVERTSHALLBE9"HIGHERTHANBOTTOM OFMANHOLE. �1 02730-4 SANITARY SEWER SERVICE CLEANOUT �� 02720-3 ECCENTRIC MANHOLE �31 02720-4 STANDARD STRAIGHT MANHOLE SCALE'.NTS SCALE'NTS SCALE'NTS STANDARD FLATSLAB COVER NOTES'. EXISTINGSTREETSURFACE VERTICALTRENCHWALLSWITHSHORING EXISTINGSTEPS CASTINGBCOVER CORE INTO EXISTING ,:_.-�-__._.,,__ 1. ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING AND TOP RIM=4]91.28 BENCH �'�� SECTION,ANDAROUN�SEWERPIPEINTOMANHOLESHALLBE TO CONFORM THE O.S.H.A.REGULATIONS FRAME ANO COVER �=_'-��' -_= WATERTIGHT.JOINTING MATERIAL SHALLBE"RAM-NEK"OR E�UAL FOR ADJUSTABLE RINGS, ----- ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. 12"MIN.� FLOW PATH 2"MIN.,12"MAX 2. FRAME AND COVERTO BE DBLA-11]8,EJIW 3]]i/3]]2 SERIES,OR � SUBGRA�E OR -- � APPROVED EQUAL.COVERS SHALL HAVE TWO 1"PICK HOLES. GROUND SURFACE BENCH 3. MANHOLE OPENING SHALL BE POSITIONED ABOVE�ROP PIPE. ��-n 4. CONSTRUCTCONCRETECOLLARPERC.O.BSTAN�ARD�RAWING 24� 02213-1. _ - - - -_ �E STINGIB"CHANNEL OPENING I I Li - - SLOPING,BENCHING OR p MANHOLE STEPS UNIFORMLV SPACED, I I I I I I II I II I I I I SUPPORT SVSTEMS IN w 16"MAX ON CENTER INSTALL�ETECTABLIEIWARNING III THISAREATOCONFORM PLANVIEW TAPE 18"MIN,24"MAX.�EPTH' TOO.S.H.A.REGULATIONS PRECAST REINFORCED CONCRETE MANHOLE E%ISTING MANHOLE SSMH-5 z RISER AND COVER MANUFACTURE�IN �P ACCORDANCE WITH ASTM DESIGNATION C-4]8. • w FORCE MAIN ONLV-INSTALL 12 AWG TVPE"A"."B",OR"C"BACKFILL. m ' AS '-� CUT AND REMOVE TOP OF TEE TO TRACER WIRE.SECURE EVERV 5'TO MAIN� FLOWABLE FILL SHALL BE USE� Q REQl11RED, SPRINGLINE TO FACILITATE INSPECTION III INCOLLECTORANDARTERIAL ¢ 60"MIN. ANDJOTTWGFROM GROUNDSURFACE II 6" �I� STREETS(SEEOETAIL02221-1A). z •' GASKETEDTEE FLEXIBLEGASKETEDJOINT � III •'.� I�-n SELECT TVPE 1 BEDDING MATERIAL � B • B � I PLACED IN 6"LAVERS AND COMPACTED � STEPS SHALL BE ALIGNED WITH Q I II � MANHOLE BENCH UNLESS AS SPECIFIED IN SECTION 02221 CUTOUTRA�IUS-PIPE OTHERWISEAPPROVED. o _ Q � RADIUS ¢ TVPE 1 PIPE BE��ING PLACED IN 6"MAX. 4" = FRAMEAND LAVERSANDCOMPACTEDTHOROUGHLV -�I�TRENCHWIDTH=O.D.OFPIPEPLl152' PIPESUPPORT(TVP.) COVER - MIN.TRENCH WIDTH=3.5' = GASKETED 90° A - - - ELBOW CAST � Yj! BENCH A _ INTO BASE O '.��CHANNEL DIA.OF PIPE � - - 18"INVIN=+� •,•��18"INVOUT= TVPE2PIPEBE�DINGWHEREREQIIIRED - - = IIIIIIIIIIIIIIIIIIIIII, _ .. , _ Q - _ 4]84.3] CHANNEL DIA.OF PIPE 4]84.2] e FORSOFTANDUNSTABLEFOUNDATION = =III=III=III=III-III-III . . . -1 I I- -I I i � �A,•� GASKETED 'R rEE I I I � PRECAST BASE UNLESS �THE WARNING TAPE SHALL INDICATE THE TVPE OF UTILITV A OTHERW ISE APPROVED BV THE CHANNEL AND BE CENTERED ABOVE THE PIPE. CITV.MINIMUM THICKNESS IS 6". PLAN VIEW F �TRACER WIRE SHALL BE CONTINl10U5 AND HAVE WIRE SECURED ATTERMINATION POINTS WITHIN VALVE BOXES � AND/OR MANHOLES AS APPLICABLE. CORE INTO EXISTING MANHOLE,REMOVE ANV RA�IUS OF RADIl1S OF CONCRETE THAT MAV BE ABOVE THE PIPE, MANHOLE� STAINLESS STEEL EXISTING MANHOLE� TRIM THE PIPE NEAR THE STRUCTURE WALL ALL-THREAD RO�,1/2"p" SLOPED SLOPE AT 1"PER � NOTES: BENCH FOOT.CHANNELTO SEWERPIPE U FULL PIPE DEPTH. A. WHERETRENCHPASSESTHROUGHEXISTINGPAVEMENTTHEPAVEMENTSHALLBECUTALONGANEATVERTICALLINEAMINIIMUMOFIT'FROMTHE GROUTAROUN�NEWB"PIPE MANHOLEWALL g EDGE OF THE TRENCH OPENING.WHERE NEAT LINE IS LESS THAN 3'FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION,REMOVE � AN�REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. EPDXV GROl1T B. WHERE INTER-DUCT IS INSTALLED IN SEPARATE TRENCH USE STANDARD TRENCH DETAIL WITH 42'DEPTH OF BURV. pIA.OF SEWER PIPE RO�S 3"INTO WALL Q �8" CL NEW 8"INV IN-4]85.04 � STAINLESS STEEL C. SEE CONTRACT SPECIAL PROVISIONS FOR ANV MODIFICATIONS TO STANOARD TRENCH MATERIALS ANDIOR OTHER TRENCH DESIGN FEATURES. PIPE CLAMP D. E%CAVATIONS SHALL CONFORM TO O S.H A.CONSTRUCTION STANDARDS. SEWER PIPE U GROUT INVERT TO SPRINGLINE OF PIPE � SECTION A-A SECTION B-B 0 � �41 TYPICAL UTILITY WITH TRACER WIRE TRENCH DETAIL �51 EXISTING MANHOLE CORING DETAIL �61 02730-5��p�€cR�I�4A/ (REVISION 2) _ son�e nrs _ soa�e:NTs _ son�e nrs JUNE 2025 J REVISIONS J veaiFv SCn�e�. DRAWN BY: KJS PROJECT NUMBER � _,al�'�A�J �>> NO. DESCRIPTION BY DATE y' --C�` � �� 10678.001 mesePrzmrsnnnvserzeouceo. MOI �ISO� � 2880TechnologyBlvdWest DSGN.BY: LRH NORTONRANCHLIFTSTATIONUPGRADES a LINE BELOW MEASURES ONE INCH ■■ �^� �� oN orziciNn�oanwiNc. � Bozeman,MT 59718 , qppR.BY: LRH SHEET NUMBER ,� BOZEMAN MONTANA aa �--F � M a i e r I e 406 58�0�2, �A W. � No.48 6 PE=J DATE: O6/2025 DRAWWG NUMBER MooiFvscn�enccoaowc�v� � www.m-m.net �`%�ssqe%s97EREo�G� q.C.REVIEW STANDARDDETAILS 1�1 engineers surveyors planners scientists ��'4�ONAL`�`� BY� v D�� a PLOTTED BV:LEE HAGEMAN ON JUN04/2025 COPVRiGHT�OMORRISON-MAIERLE,2025 DATE: