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i FM N OM - a - - 1 ! all MN - 1 111.1 MN W
<br /> ROOF DOWNSPOUT
<br /> ® SUMP PUMP DISCHARGE 3"HMA Cl 1/2",
<br /> PVC PIPE TO SDMH 1224, `PG 64-22,COMPACTED DOWNSPOUT REDUCER-
<br /> SEEDWUAT1ON DOWNSPOUT 1 S.
<br /> 15"ROUND CONTINUATION -- -
<br /> SUMP WITH .w L l h2 6"PVC SCH 80. Mg
<br /> SUMP
<br /> SUMP PUMP_- 3636"HATCH 'Ley' f1•r'1 4,20 f ' .9:.- PIPE STUB Li
<br /> ireIN 6"PVC 45'BEND. I
<br /> COMPAH\,
<br /> BASE,PLACE AND TYP OF2
<br /> COMPACT IN TWO 4"LIFTS
<br /> GRADE AND -FILTER FABRIC(MIRAFI 140N OR 6"PVCSDR 35 PERFORATED
<br /> B B COMPACT SUBGRADE APPROVED EQUAL)ON TOP OF FOOTING DRAIN
<br /> III GEO-GRID(BIAXIAL 1200 OR
<br /> �y11
<br /> NOTES: APPROVED EQUAL). 6"PVC STIR 35 SOLID
<br /> V , NIP�' -' 1. COMPACT BOTH THE SUBGRADE AND THE TOP OF CSTC TO 95%OF WALL ROOF DRAIN'Ir.
<br /> ."
<br /> i illimmie
<br /> MAXIMUM DRY DENSITY.COMPACTION TESTS ON SUBGRADE AND TOP OF -
<br /> ?' ROCK(BOTH LIFTS)VAIL BE REQUIRED(8 TOTAL).THE NUMBER OF TESTS ,•', A t
<br /> VIVA
<br /> . \\\ SHALL BE 4 PER LIFT OF SURFACE.ALL TESTING SHALL BE THROUGH A 9 "•��1F/A •1e
<br /> `EX 36"ID CONC LICENSED TESTING LABORATORY. MAW."
<br /> rf. CYl PIPE GRAVEL BACKFILL gRPIL=1`L�-`I.^-,-
<br /> 2. ALL TRENCH AND ASPHALT AREAS FOR REMOVAL SHALL BE NEAT LINE FORDRAINS, / 6" _*II-llm
<br /> FPIFLOWMETER J © SAWCUT PRIOR TO EXCAVATION AND PAVING. SECTION 9-03.12(4),TYP-1
<br /> PLAN e ASPHALT PAVEMENT SECTION ® FOOTING AND ROOF DRAIN DETAIL
<br /> SCALE:,/2":1'.P SCALE:3/."•lb'
<br /> 72"FLATTOP,CUSTOM
<br /> W/HATCH,ADD GRADE I6' - VI
<br /> RING AS NECESSARY EL 381.80
<br /> SUMP PUMP DISCHARGE 00:{`'. ' ,,/., ® -64
<br /> PIPE TO SDMH 1220, s"
<br /> SEE DWG C-1 FOR % - CONCRETE RETAINING WALL BLOCK
<br /> CONTINUATION INTERLOCKING LIP,GRAY COLOR
<br /> /.' SOIL AND HYDROSEED
<br /> J// 1 6" g.
<br /> I
<br /> HOPE
<br /> LADDER `\ �.,
<br /> 72"x 6'RISER / 01 '
<br /> /
<br /> �/ FPIMAGMETER 1 f�'4,y" YQr Ij1 f { m
<br /> �;;� /. TOP OF DOG FLOW METER CSTC BA[KfILIPLACE IN 8'MAX yT�-Lyy b .
<br /> FPIMAGMETER ..yy 4 HOUSE �i{� LIFTSANOCOMPACT WRH PLATE 1,,", �e�l
<br /> 4'4Y' '*: _ VIBRATOR,TWO PASSES 1 51'1S1 2rr4
<br /> FLOW METER wy OPENING 6'TK CONCRETE,EXTEND 6" yyj fitI f'l r HMA jABOVE TOP OF OOG NOVSE411J.b 1 1f11 11
<br /> OPENING,FORM ANO BRACE 6"PERFORATED PIPE, ,( rl'DAri�7 f
<br /> 72"x6'RISER WI I• ^ INSIDE MANHOLE AROUND DOG S=0.005 MIN r1Q=46,;;?. .4;Q4. •
<br /> 48.W DOG HOUSEilli 7 / _ HOUSE OPENING TO PREVENT SEE DRAWING C2 � r 1r r1�
<br /> aos
<br /> r.
<br /> OPENINGS \ CDF ENTERING MANHOLE ♦yfI
<br /> ."L1.. , yflri'11 .
<br /> r+ ,+ r+Or fir .11il:yl rrll•
<br /> A Ir 1 f1 fi f .: frfi4 f.0.;a re r 3
<br /> /i - r+ R+h/rr..tr2r,r rr f11 4R r�,.
<br /> j! 369.13 f`tra +L';2�~1'pr�l f1.�;' CSTC B+SE,COMPACTT095%MAX
<br /> EX 36"ID CONC - + DENSITY PER ASTM D 1557
<br /> CYLINDER PIPE 3tiA ,.,x. - f..f y y y y �y yy "G< y f�
<br /> L n1 r1.y'LPg4 ii f1 r'r r.yrF qE 1 rL ry y� iril..rL . rjw '�iree 4 �1.,''�4f ��`�ja%T"
<br /> p SAND BACKFILL TO _ e.- V itI A•"J'_+S _r 4 _.,ArS
<br /> r _III
<br /> p4 CROWN OF PIPE .•{.. iF- ' e. a 'r.,,S\� 30"
<br /> d TIP
<br /> FOUNDATION GRAVEL,PLACE CONC BASE,B"TK W/XS @ 12"OC EW PLACE
<br /> IN TWO LIFTS AND COMPACT EPDXY GROUT,4"TK MIN AT INSIDE AND
<br /> R T095%OF ASTM 1557 OUTSIDE OF CONC BASE AND RISER IOINT NOTES:
<br /> R SECTION B-B 1. COMPACT SUBGRADE BELOW CSTC BASE.EXCAVATE SOFT AREAS
<br /> SECTION A-A AND BACKFILL WITH CSTC.
<br /> NOTE:
<br /> 2.INSTALL WALL BLOCK PER BLOCK MANUFACTURER'S
<br /> a'0 0 MANHOLE STRUCTURE,STEPS AND LADDER SHALL BE RECOMMENDATIONS.
<br /> i IN ACCORDANCE WITH COE STD PLAN 607.SEE
<br /> DRAWING C-9.
<br /> f
<br /> 0 SUMP IS 15"ROUND PLATTER SAUCER,PE,BLACK.5 ® MANHOLE DETAIL OCONCRETE RETAINING WALL BLOCK
<br /> g Y SCALE: •I A' C2 SCALE:11/7'=1'-0"
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<br /> _ EVERETT CIVIL C5
<br /> /` ;r4 • bhc� 13HCOPOPVItante,LLC ` EVERGREEN PUMP STATION
<br /> A D1.:e:2 ,FD ADDENWMN0.3 w�"Ma�P;"PI PUBLIC WORKS MODIFICATIONS
<br /> 5 NO. DATE APRVD REVISION ov,x uw^t""I .RDSNaol CIVIL DETAILS
<br /> PLANS ISSUED FOR CONSULTANTS .».N<.«..A.A Everett WA 9A201[Nor Strea WORK ORDER UP3747 3 11
<br /> BID CONST RECORD yL A29252.AA00 e.nettno.gor
<br /> - ACTION DATE APRVD ACTION DATE APRVD I ACTION DATE APRVD .,L' j / 59
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