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INSTALL EXTERNAL MANHOLE <br />CHIMNEY SEAL MANUFACTURED BY <br />INFI-SHIELD GATOR WRAP OR <br />APPROVED EQUAL <br />STANDARD NEENAH T R-1642 <br />FRAME WITH TYPE B SELF <br />SEALING LID WITH TWO <br />CONCEALED PICK HOLES. LID <br />SHALL BE LABELED "SANITARY <br />SEWER" <br />INSTALLATION <br />WIRE FENCING <br />POST 1) SET POSTS AND <br />EXCAVATE A 6"X6" <br />TRENCH UPSLOPE <br />ALONG THE LINE <br />TRENCH OF THE POSTS <br />I��II-111111 11111=11111- <br />FILTER FABRIC 3) ATTACH THE FILTER <br />FABRIC TO THE <br />WIRE FENCING AND <br />THE TRENCH COMPACTED <br />BACKFILL <br />=11111 �=IIIII=IIIII= <br />=1111 <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />J <br />LL <br />2) STAPLE THE <br />WIRE MESH <br />FENCING TO <br />EACH POST <br />4) BACKFILL THE <br />TRENCH AND <br />COMPACT THE <br />EXCAVATED SOIL <br />MAINTENANCE <br />1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY <br />AFTER EACH RAINFALL AND AT LEAST DAILY DURING <br />PROLONGED RAINFALL. ANY REQUIRED REPAIRS <br />SHALL BE MADE IMMEDIATELY. <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME <br />INEFFECTIVE PRIOR TO THE END OF THE EXPECTED <br />USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, <br />THE FABRIC SHALL BE REPLACED PROMPTLY. <br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />EACH STORM EVENT. THEY MUST BE REMOVED WHEN <br />DEPOSITS REACH APPROXIMATELY 1/2 THE HEIGHT OF <br />THE BARRIER. <br />CITY OF <br />INy TALL Mt <br />APPRC <br />EST. 1906 <br />4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER <br />THE SILT FENCE OR FILTER BARRIER IS NO LONGER <br />REQUIRED SHALL BE DRESSED TO CONFORM WITH <br />THE EXISTING GRADE, PREPARED AND SEEDED. <br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF <br />H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS <br />REQUIRED AROUND WATER BODIES, STEEP SLOPES, <br />AND HIGHLY ERODIBLE SOILS. <br />PLACEMENT AND CONSTRUCTION <br />OF SILT FENCE <br />Special Details <br />04-01-15 <br />HU -EC -2 <br />01-20-17 <br />DEFLECTOR PLATE <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />- OVERFLOW 2 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CG -23 HIGH-FLOW <br />HIGH-FLOW FABRIC <br />CURB <br />NOTES: <br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS <br />INSIDE THE STORM SEWER GRATE- AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE <br />RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />2. THE ROAD DRAIN -CURB S GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />MAINTENANCE: <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />CITY C)F <br />EST. 1906 <br />WIMCO CURB & GUTTER <br />INLET PROTECTION (CG23) <br />CI 1 UMINUIlb i <br />Special Details <br />04-01-15 <br />HU -EC -4 <br />01-20-17 <br />wlooJ(No 0')W — — �1001 N <br />QO N <br />D \ <br />> <br />�� <br />0 <br />00Q 12 <br />Q <br />0 <br />O <br />0 0 0 <br />0-0, <br />m <br />O <br />o <br />N <br />=Q <br />J <br />N <br />— <br />I— <br />� <br />— <br />'X) <br />V/ <br />W <br />� <br />ro <br />L <br />Z <br />O <br />O <br />00 <br />Cj��_ <br />ww <br />I <br />O <br />F7- <br />>-z00> <br />Ln <br />a- <br />Q <br />QJ <br />Z <br />W <br />W <br />J <br />_j <br />m <br />m <br />U— <br />(n <br />� <br />Q <br />Z <br />Z Z <br />(n <br />W <br />W <br />— <br />~ <br />_ <br />>_ <br />~ <br />X <br />_ <br />Ld <br />Q W m <br />= <br />W <br />J <br />O O O <br />L>LJ� <br />m <br />OF-- <br />U) <br />b> <br />W <br />I a <br />U E p+ <br />O <br />Z <br />m <br />Ln <br />(Y <br />O <br />X <br />X <br />'4-^ <br />O 0 O -C <br />U <br />0- <br />L� X <br />m <br />C3 C . 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V) 0 + <br />— U <br />X <br />Z <br />X <br />to(D V) V <br />!EX <br />x v <br />J <br />V) V) U <br />X <br />X <br />U <br />C 0 T <br />O <br />O <br />O <br />N <br />x <br />X X <br />x <br />X <br />U <br />T O�O <br />0 <br />N <br />X <br />N <br />+ <br />O <br />� <br />O <br />N <br />+ O <br />— U O+ W <br />O <br />(n <br />W RISER I COR 6' PVC SCH. 40 5' - 7' DEPTH <br />B' WIDE x 4" THICK 7 <br />POLYETHYLENE (PE) MANHOLE ADJUSTING RINGS. L <br />ADJUSTING RINGS MIN 4"- MAX 12" CONCRETE ENCASEMENT <br />USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO ; (TYPICAL) 6" <br />MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING r "45" BEND • <br />RINGS WILL NOT BE ALLOWED. 27 " DIA .L <br />s ELEV TO BE SET 6' <br />ALL MANHOLES WITH ' .� BY THE ENGINEER!SHALL <br />SEE JOINT DETAIL BELOW MIN GRASSY AREA J <br />INSIDE DROP SECTION PIBE COMPLETELY ENTRENCHED UNDERGROUND UTILITY PIPE <br />SHALL BEO DIA CTI � ' ? AND SHALL HAVE GRANULAR BEDDING AND <br />GRANULAR ENCASEMENT WHERE DIRECTED <br />s <br />MANHOLE SECTION TO BE ` BY THE ENGINEER <br />ASTM C�78 CLASS II PRC3PFRTY I INF! _`77 <br />USE R-2 TYPE CONFINED <br />O-RING GASTING JOINT FOR <br />ALL MANHOLE JOINTS <br />CORE DRILL INTO i <br />EXISTING MANHOLE s o 8. <br />B' <br />0 <br />"CRE-SEAL",'RESEAL", OR STEPS AT <br />APPROVED EQUAL PRECAST ' <br />GASKET CONNECTION SHALL BE �� 16' O.C. <br />USED FOR CONNECTING PIPE TO <br />MANHOLE <br />PRECAST BOTTOM SECTION <br />WITH INVERT <br />#5 AT 12" O.C. EACH WAY <br />w <br />J <br />K <br />INFI-SHIELD GATOR WRAP <br />OR APPROVED EQUIVALENT <br />FOR ALL MANHOLE JOINTS <br />6' MIN. <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS$PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL <br />OSHA REGULATIONS AND SPACED 18'0.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. <br />2. STEPS SHALL BE PLACED 50 THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. <br />3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN <br />THE SPECIFICATION (INCIDENTAL). <br />4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. <br />S. BLOCK STRUCTURES WILL NOT BE ALLOWED. <br />A*_ <br />CITY OF <br />STANDARD MANHOLE <br />(48" DIAMATER) SANITARY SEWER <br />EST. 1906 <br />Special Details <br />udo: <br />04-01-15 <br />HU -SS -1 <br />D4-91-19 <br />NOTES: <br />1. PAID AS CLEANOUT (EACH) AND INCLUDES INSTALLATION OF ALL MATERIALS FROM (AND INCLUDING) THE <br />SERVICE WYE UP TO (AND INCLUDING) THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO <br />ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. <br />2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER <br />., <br />CITO <br />Y F <br />SANITARY SEWER °d°' Special Details <br />04-01-15 <br />SERVICE CLEANOUT HU -SS -3 <br />R.,bW: <br />EST. 1906 D4-91-19 <br />5'- T DEPTH <br />8' WIDE x4" THICK <br />UNDERGROUND UTILITY <br />PIPE <br />NOTE: <br />UNDERGROUND UTILITY PIPE CROSSING 8'318x4" THICK <br />CENTERED OVER PIPE <br />�CITY OF <br />FWGC <br />EST. L906 <br />INSULATION DETAIL <br />T 4U tSKMU <br />ROVED <br />Special Details <br />04-01-15 <br />HU -SS -5 <br />D4-91-19 <br />Z <br />0 <br />0 <br />0 <br />Q <br />J <br />'X) <br />V/ <br />0 <br />� <br />0 —1 <br />Q <br />W <br />1-Z <br />LLJ <br />0 <br />0 <br />_ <br />Z <br />❑ <br />uj <br />v I <br />W <br />Q <br />SHEET N0. / <br />6 OF <br />/ 9 <br />