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CAI11116011 Pt <br />C.I. MANHOLE FRAME AND COVER, <br />OLYMPIC FOUNDRY p,1H 30 OR <br />EQUIVALENT. (MIN. WT. 3800 <br />PROVIDE NON -SKID SURFACE, <br />1 -1° DIAMETER HOLE AND WORD <br />'SEWER" CAST IN COVER. <br />BOLT DOWN (3 BOLT S.S. WITH <br />ALLEN HEAD). <br />PROVIDE ASPHALTIC CONCRETE <br />PER DISTRICT STANDARD #11 <br />IF LOCATED IN GRAVEL AREA. <br />FINISHED PAVEMENT <br />GRADE <br />48' FLAT SLAB FOR <br />- REBAR PER <br />MANUFACTURER, <br />LANDSCAPING AREA TRAVEL AREA PAVED ROADWAY RESTORATION: <br />of qi `� / z o`PO <br />�� J 26918 26934 <br />4,47 lk,IGNAL0, <br />SIGNED. 02/25/16 SIGNED 02/25/16 <br />GRASS SEEDsNG OR SODDING <br />AS DIRECTED FOR EROSION <br />COMPACTED HMA PG 64-22. DEPTH 3" MINMMVM <br />_ OR MATCH EXISTING. COMPACTION SHALL BE 92% <br />CONTROL MEASURE <br />6' MIN. COMPACTED TOP SOIL <br />- MAXIMUM DENSITY (MODIFIED PROCTOR) <br />4' 100% CRUSHED ROCK (% MINUS) <br />4' DIAMETER MANHOLE <br />WITH 24" DIAMETER <br />COMPACTED TO FIRM AND UNYIELDING <br />COND 710N <br />OPENING <br />„/ <br />/ • /��J <br />' <br />anikaNNAMiragetiVEW <br />Arrrrrrrr4 <br />/' <br />SAW CUT EXISTING <br />- - -- PAVEMENT (TYP.) <br />CRUSHED ROCK (i) ) <br />TO FIRM AND <br />CONDITION <br />. SIDE SLOPE <br />AS REQUIRED <br />J <br />GRAVEL DRIVEWAY >\ - - Q <br />RESTORATION: � \\ <br />3” 1005 CRUSHED !/ /; d <br />ROCK (3§" MINUS) / a d <br />COMPACTED TO \ i <br />FIRM AND \� \\ <br />UCOND� ON //\ '4 \ r' 100% <br />` \ COMPACTED <br />\�i \ - - UNYIELDING <br />/ <br />%� \> /�\ a d d \ �/ <br />��\ I �� <br />\ \� \ \ <br />/ �� /�� <br />�� \y ` 1. <br />�� Q d <br />\ <br />.e i \/�4/ „ \ '®® <br />MANHOLE ADJUSTMENT . In <br />�® 4° MIN. <br />15° MAX. <br />MIN. <br />' <br />\�,\ <br />RINGS SEE DETAIL 10 <br />��.��� <br />6' <br />STANDARD MANHOLE FRAME <br />AND COVER, SEE DETAIL 10 <br />TACK & SEAL `, <br />ALL JOINTS, TYP, \ <br />/� <br />i=PRE -CAST i FINISHED <br />FLAT SLAB' ENT <br />RUNG IN CHIMNEY SECTION <br />TO BE 3.5 OUT FROM WALL /\ <br />SEE DETAIL 9 <br />PRE -CAST CONE <br />FIRST RUNG BELOW CHIMNEY <br />SECTION TO BE 3.5 OUT FROM <br />WALL SEE DETAIL 9 <br />p�- <br />/® 6" D - <br />- <br />RUBBER GASKET JOINT <br />BY ASSOCIATED SAND <br />AND GRAVEL OR EQUAL <br />7' -0 <br />® <br />- <br />:_ <br />j GRADE <br />- - -- <br />”, <br />2'_ ® "_ <br />F/ - <br />�, <br />:".,,./....'!"....,...,...--...it*"." <br />ea <br />-- <br />'r <br />TYP. <br />- D <br />p <br />MANHOLE STEPS <br />SEE DETAIL 9 <br />PRE <br />12" <br />• <br />`p <br />.... .....® <br />` / <br />HANDHOLD IN CHIMNEY SECTION. <br />TO BE 3.5 OUT FROM WALL .. / - <br />SEE DETAIL 9 ''''''A,., <br />MANHOLE ADJUSTMENT - <br />RINGS, SEE DETAIL 10 . \ <br />FIRST STEP BELOW CHIMNEY <br />SECTION <br />MANHOLE STEPS, -' <br />SEE DETAIL 9 <br />NOTE: <br />DO NOT INCLUDE STEPS WHEN <br />DEPTH OF MH IS LESS THAN <br />■m <br />- - -.. <br />5" <br />4" MIN. <br />- 15' MAX. <br />T+ <br />4 <br />12' <br />' - <br />; • �' t ° <br />9" <br />\ <br />\ <br />)/� <br />d <br />TRACER TAPE \��+. O.D. + 16' MIN. <br />\/ OD + 24 MAX. <br />Imo' <br />BEDDING AND BACKFlLL SHALL <br />BE 1005 CRUSHED ROCK <br />MINUS) COMPACTED TO FIRM \ <br />AND UNYIELDING CONDITION <br />:. <br />r <br />V <br />- .�� \ \/� <br />"/�\/ <br />< , X, 4" I <br />\\/� i <br />4 ` <br />' <br />\ <br />-CAST BARREL <br />—' <br />6 ° -11" <br />MAX. <br />2' MANHOLE BASE SECTION p <br />WITH PREFABRICATED CHANNEL <br />WITH FIBERGLASS UNER. - <br />SEE DETAIL 7 & 8 <br />- <br />o <br />- <br />-� <br />4' 0° <br />5° <br />MANHOLE BASE SECTION <br />WITH PREFABRICATED <br />CHANNEL, WITH <br />FIBERGLASS UNER, <br />SEE DETAILS 7 AND 8 <br />SCHEDULE D <br />git#W VALLEY VIEW SEWER DISTRICT <br />40 O AVENUE' SOU - PHASE <br />DETAILS I <br />- <br />12° <br />TYP. <br />p <br />a <br />I <br />® <br />' <br />6" <br />. rw1 .. -I <br />„A <br />3. <br />PEA GRAVEL OR <br />SAND BEDDING <br />f • MIN. WIDTH - { <br />FOUNDATION MATERIAL <br />AS REQUIRED By ENGINEER <br />6” MIN., <br />TYP. <br />,- COMPACTED CRUSHED ROCK <br />OR PEA GRAVEL BEDDING <br />4" -- <br />MIN. <br />• r <br />...rrrrr ..rrrrr .. r <br />NO 1. DETAILS SHOWN ARE TYPICAL FOR AU. <br />MANHOLES UNLESS OTHER VASE NOTED. <br />2. MANHOLE FRAME AND COVER TO BE ON <br />OPPOSITE SIDE FROM OUTGOING PIPE. <br />eSTANDARD <br />TYP. <br />VALLEY VIEW SEWER DISTRICT <br />e <br />VALLEY VIEW SEWER DISTRICT <br />• MIN. WIDTH: WHEN H I5 LESS THAN 1' =O.D. + 24' <br />WHEN H IS GREATER THAN l'mH + 0.0.+ 24" <br />a <br />VALLEY VIEW SEWER DISTRICT <br />MANHOLE <br />TYPICAL 4' DIA. MANHOLE <br />NOT TO SCALE <br />SHALLOW MANHOLE <br />TYPICAL FOR 4' OR <br />6' DIA. MANHOLE <br />NOT TO SCALE <br />TRENCH CROSS SECTION <br />FOR PIPE PERPENDICULAR TO <br />AND PARALLEL TO ROADWAY <br />NOT TO SCALE <br />NI <br />-a, <br />V p- ° c -- p - a ° <br />MANHOLE <br />WALL <br />2' STANDARD MH BASE SECTION <br />PROVIDE PLUG ON ALL STUBS <br />FOR FUTURE CONNECTIONS <br />A <br />d <br />e <br />A <br />.A <br />e <br />a <br />® <br />- -- INCOMING SEWER UNE <br />® \ <br />a <br />a <br />a <br />a <br />p <br />(H„.„) 3.375- <br />1 <br />4011111\ <br />_D <br />_ a <br />, <br />` <br />_ - . <br />M <br />�— <br />E <br />fA <br />I <br />I <br />II <br />-= <br />��) <br />11 <br />I I <br />H <br />(H.H.) <br />6 <br />A <br />11 <br />1 <br />1; <br />II <br />11 <br />' <br />F <br />(1 <br />1 <br />1 <br />,.,..!• <br />e <br />�► <br />PLAN <br />// <br />ONE LOCKING LUG INSTALLED - -- PLAN <br />OVER LADDER <br />TO GRADE <br />OF GRID ON UD <br />STANDARD MANHOLE <br />FRAME AND COVER <br />/% <br />f <br />GRID <br />CONCRETE MANHOLE <br />RINGS <br />1/10 CEMENT /GRAVEL �-_ <br />1 <br />_ <br />Or <br />50/50 SAND <br />a" <br />MIN. <br />t3' " <br />SECTION A —A <br />A -�— <br />PLAN <br />CEMENT GROUT <br />� <br />15° MAX, <br />1 <br />1 <br />INTEGRATED SOCKET WITH '0' RING <br />GASKET TO ACCOMMODATE TYPE, AND <br />SIZE OF SEWER PIPE (TYP.). <br />- e <br />• <br />- SEWER PIPE <br />d <br />® <br />LsoE WE' Feb 25,2016 <br />_m <br />u- <br />15.25 <br />..� 14" ► <br />MANHOLE SECTION - <br />SECTION <br />A —A <br />HANDHOLDS (H.H.): LANE OR APPROVED EQUAL <br />MANHOLE STEPS: LANE P -14938 OR APPROVED EQUAL <br />N <br />8 <br />a <br />ELEVATION <br />SCALE:SHOWN <br />ELEVATION <br />VALLEY VIEW SEWER DISTRICT <br />PREFABRICATED CONCRETE CHANNEL <br />WITH GLASS FIBER SUPPORTED <br />VALLEY VIEW SEWER DISTRICT <br />VALLEY VIEW SEWER DISTRICT <br />�- <br />r DRAWING 6FU 2 <br />LL SGYE WHEN <br />awMFAaNEEI <br />MANHOLE STEP <br />NOT TO SCALE <br />PLASTIC LINER. AS MANUFACTURED <br />BY GU UNERS LTD. OR APPROVED EQUAL. <br />MANHOLE BASE <br />BRANCHING SEWERS <br />NOT TO SCALE <br />ADJUSTABLE <br />MANHOLE RINGS <br />NOT TO SCALE <br />DWG <br />D01 <br />N0 <br />6 <br />Pane Rnfft <br />