|
NOTES NOTES
<br />r , t 1, AS ACCEPTABLE ALTERNATIVES TO THE REBA ,— CATCH BASIN FRAME AND
<br />r PIPE ALLOWANCES ES E VANED GRATE OR 1, NO STEPS ARE REQUIRED WHEN'HIDGI-!:€T IS 4' OR
<br />SI'lC9ir?J�k tRC T'�C PRECAST R�`aS� StCTd�fi,r rI6ERS
<br />4 ', i A l rT 1C k (PLACED ACCORDING TO THE 1VSDOT STANDARD� MANHOLE P §`' C AfiP COVER LASS:
<br />` Z - PIPE MATERIAL INSIDE SPECIFICATIONS), OR NIRE NIE.SH HAVING A
<br />L31AI„ 2. THE BO17OP'm1 OF THE PRECAST CATCH BASIN MAY
<br />ET-R MINlMUNII AREA O 0,12 SQUARE INICHES PLR FOOT BE SLOPED TO '1,CILITATE CLEANING,
<br />REIP4FORCED CAR SHALL BE USED WITH THE Mi NklOUM F;E�$tilEtl L�' R�CT�e�CLiLAn Ai�1 IST� 9�ilT
<br />PLAINT CONCRETE REBAR SHOWN Phi THE ALTERNATIVE PRECAST BASE SECTION OR CIRCULAR 3, THE RECTANGULAR FRAME ANON GRAB' %�`€AY
<br />SECTION. WIRE MESPI S! iALLNtOT BE PLACEI? 6N Tf tF
<br />FRAME AND VANED GRATE � � .�. �'' _ ADJUSTMENT SECTION
<br />rA � H
<br />ALL fe7ETAL Fl�'E 3.5' IC�dCt%KOI�TS; _....r ___� m-�-f - i�SS=T�'�LLEfl °�!i°k"I� THE PLA�9dS UCH OR (E�1hdPJ» THE
<br />FRANVDE MAY BE CAST INTO THE ADJUSTMENT
<br />j FLAT SLAB TOP SECTION.
<br />PSS 12m, THE KNOCKOUT T ED1,4E T ER SHALL NOT E GREATER z ,
<br />ONSDOT STD. SPFC. `0-05.201 THAN 20 KNNOCkOU`i S SHALL HAVE A WALL I �
<br />�. _ n ,� h I _PIPEALLOWANCES 4. XNOCK010TSS,��::wLHAVEAWALL THICKNESS0F
<br />„ ,. SOLID WALL PVC THICKNESS OF 2 Nt6(�&il�tl, M TO 4,S MAX€i�,'DLiM, � ra � � �a , ,r
<br />_ _ -_ MIi+IMUM TO s,S N#Ahll�l�I6Vtl. PROVIDE A
<br />i P - _ PROVIDE A .1.S" IaxltWIVIU GAP BETWEEN THE i rc
<br />jr a dSUOT STD. . SPEL _R C m
<br />c�,aOP THE aa11=rv,AIi IArI1��✓�IPIsc[�t(T �. s1�I��IJ7GAP 1Trr+�Fi KIcIaT
<br />� _.._' ICAiIrICIkOLIT�VALLANqTD-IEC�LJi'5lI�F'Car1;-IEPlPE. I � � � � p
<br />PROFILE WALL PVC E _ BASIN
<br />SOLID
<br />PR � tiAr'ALL AN THE OLTStDE Or THE PIPE, Ao TER THE
<br />?"' ..f` .•` \..!y.- -oi,.: - �' {. WITH
<br />i f i G.,ns3,14 m, JVLY 4% PRFIL 4,...,
<br />�.,� .t -•. •,,, °�..- ,:- ., � .i5 AFT �R TFI.. €�iP� 5 is'^tSTALL..3„ F1Ll.TIRE GAP 71 t €TE-t , ,. '� ` � FiLI, d�a,�SF g - �c ,n �-s
<br />w xSl cdS: TL. SPFG. G ate .� _; �. � CONCRETE WALL 't�l.� PIPE iS 9'NS ALLE1D, FILL THE GAV a OTH JOINT
<br />IOiN€T C�ORuA,R fiIE ACCORDANCEEdR r! S , P �A I. t LI.� METERI MET
<br />`L �1: WALL Y-
<br />`a � � A ,' t l 4 PVC (bp PVC jtcj 1\41ORTAR IN ACCO )ANICE WITH 4ESDO
<br />t - v t CORRUGATED POLYETHYLENE TI I. � r �Ars-, T s I. I sc E .. __ , v _ ", _. a STA a P CI I, - 4
<br />STORM SEWECR PIPE
<br />'r 6' I s0` 24" 3L�" 3CD,, I I ADS F CAIIbN � CD .�.
<br />THE MAXIMUM DEPTH FROM THE FINISHED _ STEPS OR
<br />{ r 7 _ _ , i S°��3d}'" 3S" �3E9�T 36"' 3E`" 5. CONCtRETFSZIIICTIJRESI9 Li h9EECT}
<br />� C) "I°I~IE LOWEST PIPE INVERT SHALL 6E S:5'. I � ` i' LADDER p(fit t� t yf_ ,q q •tCm yq A j am~ I �",Ee� ryry yy}' 3 f�-(C��to ."tpA�i i }{ S w, R fiif lf4. laxli.imial r'6t3_if A'd� ia1 ;.
<br />'Pr - It txC 1„ ° 11: _ m : , .. INSTALLED WITH
<br />. q -w $ S#.G..TI"1 4.i. { %+,_�� 't341' I .t,, _� 4Z `J�'F 42"
<br />< f - 2„ 4., , 12 OR 24 4, THE FRAME AND GRATE MAY BE INSTALLED A ITF � ,r —� _
<br />d DOWN, l490PTAR T '' T ) 42 S� 414 S. FOR MANHOLE COVER SEE STANDARD [DRAWING
<br />- CAST INTO THE f,
<br />AO IJST( 9EN7)SECTION��V1aTFI FLANGE UP. ¢ vlra I Sfax SCD*` SA E " R„ "a`J.0AND 611. REFERTO DESIGN AN
<br />yt
<br />— CONSTRLtCTIEi&LI STAN(LDAREtS AND
<br />I 6"" �D,r I 7 ri t LDk' ER"' 4,r SPEOFICATIONS,SECTION 4 FOR ADDITIONAL 5, THE PRECAST BASE SECTION MAY HAVE A ROUNDED �" k
<br />FLOOR, NII77°HEWALLSi✓AY ESLCPEC+AL RATEv, CORRUGATED P`OLYETHYLENESTCDRMSEi�`4'ER RIPE, WSDOT REQUIREMENTS.
<br />— ONE#3 RAF HOOP R HEIGHT OF 1.24 CR STEEPER. STANDARD LAN 9-E5•20,
<br />INCREMENT, SPACED EiLLELLY wt3N"
<br />STEPS PER STANDARD ORAEING EO .
<br />6, THE PENNC>5FALL BE E SiREGATT#ETOP OF b. �.SOOT 5T=I�R� ���
<br />V FLAN-©E12(2).
<br />D THE PRECAST BASE SECTION.
<br />RECTANGULAR ADJUSTMENTSECTION
<br />e t
<br />1x TIME (As10Cv` HASS BEENi LACE GROLlTFO FULL AFTER
<br />V
<br />CFI BASIN DIMENSIONS
<br />NUNINIUM
<br />REINFORCING CATCH M
<br />_ EELTP
<br />WALL BASE
<br />;C 95TA o CE
<br />_T BASIN
<br />�;f �r1„'`� fi[�"r"�.,`f'`r�"'[. •�k ,"tit..,~r'P'"`��.���i�Y'.^I`,� r'.'g�6r"`.;"�.`,,r �.,J.`��I�,. �B''. _cri;� i �`�� 1 N�lN;
<br />! Is�1I �,, j*7.,ds '`'*r.,'C,, �/.; �Ik . :�.,,_�y"'� r .✓.!.,r") � c, ..
<br />�
<br />"
<br />�,...,..�
<br />_;NOC4
<br />G—€T
<br />K JiERT•14"\3J i-E3 y{..
<br />B
<br />WE
<br />uE
<br />G4(VC SIZE KNCC1OLa
<br />TS
<br />444
<br />TY�`
<br />12
<br />_g=�fi3 BAR EAChRAC EACH 50;1 91, 48" a"k
<br />SEPARATEBASE �TFs�l �2a ORNE N' R
<br />AST WITH RISERPRECAST 60,
<br />Erw Sm,81 , �'
<br />,2m
<br />#3 BAR HOOP (4?`TO 2 ONLr GRq1'E%
<br />`491
<br />BACKFILL
<br />r
<br />MORTAR 12„ PIPE ZONE
<br />..
<br />p`B 1,A�. LOOP J
<br />"� 1 f, sa ti
<br />` i l FILLET BEDDING
<br />WSOOT STLD PLANT E-5.20-LD1 ACCEPTABLE SU 65TITI tT.
<br />v
<br />_ ry WSDOT'STrD PLAN B-10 20-01 ACCEPT€[EDLE SUBSTITUTE
<br />CITY OF EVERETT
<br />CITY OF EVERETT
<br />n ,
<br />43 EAR EACH SIDE t 1 M.:x, i j T ' € •y^
<br />PUBLIC WORKS DEPARTMENT-•
<br />PUBLIC WORKS DEPARTMENT
<br />43 BAR EACH WAY r
<br />SC?ErEt D2014 A1C�`NPA AY
<br />PRECASTBASE SECTIONALTERNATIVE PRECAST SECTIONASS
<br />� SEPARATE BAS�-- GRAVEL bAcKFELL FOR NY•tl't �A_a dE ,i IE,,.M1:Y;i flyLll r t'v,-..
<br />2r,r
<br />E u CAST-IN-F'LA E PIPEZONE E BEDDING
<br />CATCH BASIN TYPE I
<br />402 1x CATCH BASIN 7 E 2 0
<br />CATCHBA311N(71
<br />TYPE 1 /2_ CATCH BASIN TdP_ 2
<br />NTS NTS
<br />291/4„ ly 13, NOTES NOTES
<br />T SIB°' a,+,• t,+
<br />I 1- THIS FRAME IS 0ESIGNtEDTO ACCOilIMOCDATE
<br />i 2Bra,�x24' GRATES OR COVERS AS SHOWN O#9 249t _ 1, PRANIES,BOLT-DOWNR CA:Pd4LatD r' I5 COVERS.
<br />PROVIDE
<br />ON ALL
<br />_ STANDARD DRAWINGS 409 , 41G AND 411, �; rFAaabtS, GRA I ES �sNiE C 1+°EhS, PR4�t d iE T��dt
<br />{I'BOLT-DOWN_-- — --- _ ALIGNED WITH THE GRATE OR COVER SLOTS,
<br />2, CAPABILIT@ IS REQUIRED ON ALL � " ,
<br />tSPECIFIED THE FRAME _ SHALL ACCEPT THE SJB NC
<br />FI�AhtiCS raF,�iT�S 9°JO t,CaliF s, I, f Ei5 UNLESS ,•. ;.�,. � ~:4,.. + .:,.:.,
<br />I f , - Am-" ..wr STAINLESS STEEL RECESS ALLFEd 31FA cw
<br />OTHER�1rISE&N THE CGbNTRAC�.PI;OVfOET�NCDI-IL�LEfi IN THE
<br />fiIAIE THAT ARE VERTICALLY AUG NED 1STI-l:•:,.. .-,'1
<br />D SCREW BEING
<br />ING TAPPED, OR OTHER A'"b4WE1 MECE9AIISN. LOCAfiIC7N OF SOLI EDCDEI'N TOTE
<br />. .
<br />I
<br />r,.
<br />VARIES
<br />EY N1N'JiA:TlRER„ THE GRATE OR COVE SLOTS, L FRAMESHALL
<br />CCPTTFE5d6 i1iCY25T iNLE555�E1 L Aqqgg
<br />GOLi OCVNHOLE TYP RECESSED ALCv HEAD CAP SCREW BEING TAPPED,
<br />R F RF01taflSTANDARD
<br />_PEGiFtCATlONr,, w�, 11 NCSEE i OR OTHER APPROVED NrCFAN15J, LOCATION OF 5_C5»1S() AND DESIGN CONSTRUCTIONB{il 00HOLES VARIES 3tJr�UFA<akRR. STANDARDS AND SPECIFICATIONS SECTION A FOROAPDETAIL AND NOTE ? r 4, 0:
<br />Ii : � _. — (I -- ..,._,_..:.._: .,r !€ s . . I /4. d jIt�'J. „/r rr r ...-,t.=�F,^p^.a,: \�.",,'.'*°,_,"`ti: •.. -,',•,�.,, f�``� c�{{ {�
<br />x.;af ,xy,zt..,{rfi;"'., '? v ,..,,.;-,.-. -. a✓,.'..�f'}� D Ivra°.�,. . ..a.;::'..
<br />�
<br />....�-..�
<br />ADi
<br />3TitAL RECDEe
<br />TEf
<br />TS.
<br />3. REFER TO V_OT STANDARD SPEC FIC TION 05.15(2� AND DESIGN CONSTRUCTION STANDARDS
<br />3. FORFR.ME DETAILS,SEE STANDARD DRAWING
<br />ANOSkCIFICATRONS 5EC7tON0t AIL8T60NAL `176
<br />'r . -Ab._ RELL€RE6EvTS. r 1. THETHICKNESS UFTFEaftTI SHALL NOT
<br />1T 4 EXCEED 15E'. `+,J , r1,a �
<br />FE"DCAST NTO
<br />`;. .5 5VANED GRATES SHALL B_PECIF{41aOh J+ft:w9Jq t ,,,4 i"5IL y ADJUSTMENT .TAN11.0 irVl(GA THE CCTV OF EGEREl
<br />SHALL sRAT-F USE OF -_NRBtcB0NE
<br />SEE STANDARD, GRATE ON A CASE BY CASE BASIS.
<br />Po
<br />„ .
<br />s
<br />(—OR 404,,� h
<br />FOR ADJUSTMENT ' � ' � '; r'rr � FLANGE °ui' C l':�y � �`° > � � 11d4"'
<br />SECTION DETAILS `.�,�- UnVARD
<br />_N.....
<br />— BOLT —DOWN SLOB'
<br />FLANGE UPSTAINLESS STEEL TOP DETAIL A
<br />' ( � RECESSED ALLEN
<br />HEAD CAE' SCREW
<br />5/8"_11Ncx 2— °If
<br />T w
<br />04
<br />9 a_ GRATE
<br />RE� '`'`, ��" ` \``. .:'f .,y``�,�,,y✓' ~;.f i I � '"4. `..� 'r. f'r�, f r ,� � f! ° f"
<br />a
<br />COO
<br />AN U � ,✓ "�y �t ``Y.. f f a . / r ,r
<br />r
<br />IV
<br />r
<br />i
<br />C�4 THICKNESS OF
<br />.r r' PRECASTYSECTION A-
<br />i
<br />r
<br />9 ,
<br />r •r''�_') _— ' (. . .,(SEE .,,
<br />! Qy!
<br />rtTw"—=RAi ADJUSTMENT
<br />SECTIONFLANGE DOWN 'U'y°SP30T STD F'LA(°d B-30.10-01, ACC^
<br />��. D,1LtSDOT STD PLAN
<br />�°" ` �ti` � "� � .rr k '•,,+�� r 1 , '"-' ,' ��B-30.50
<br />-61, ACCEPT
<br />ABLE
<br />R SUBSTITUTE EXCEPT ALLSTEEL RECESSED ALLEN SUBSTITUTE EXCEPT ALL STEEL 2ESSEALLCNSCRENS MUST BE STAINLESS STEEL SCREWSM, LIST BE STAINLESSSTEE4-0 f'VE1 Err PUBLIC WORKS DEPARTMENT
<br />SECTION A -A BOLT -DOWN METAIL PUBLIC WORKS DEPARTMENT
<br />c (SEE NOTE 2) 4Zf�x;• CRTII[a[,t I.I EA,tcv,l i41,r:t ^ur„ 12/_:1G/ 016
<br />y"< I
<br />[ �. � � �^araSFv� �=:,rr�a(aralrFre��ria .dl�i�cr�� "t�ie�a c1�/`CDr�f`2cDD.?
<br />RECTANGULAR FRAME „., r
<br />f~� HERRINGBONE GRATE
<br />FOR CATC-H BASIN OR INLET'
<br />409
<br />RECTANGULAR
<br />0
<br />cn 3 4
<br />cn
<br />NTS NTS
<br />rr }
<br />. v 9.-..-�. .e:: .. . .... ,., ., ,. ... s ,.. ... ..
<br />.r
<br />�a 1rt
<br />LRR 05 1 f 202 0
<br />PROJECT HARVEY
<br />., .
<br />PERMIT
<br />qzp
<br />—6.0
<br />LRR: �'' _ '
<br />6202 ASSOCIATED BOULEVARD STORM DRAINAGE DETAILS C
<br />01)
<br />ro
<br />:.r r, ;,. £rw �,-o>, ��... 6814 Greenwood Avenue ii T (2ii6) 522-9510
<br />EVERETT WA 98023
<br />�I�i 1 -1-2 Y{� v Seattle, Rii!A 93103 vvNvv.PAcL�r�a,coM
<br />05/15r2020 05/15i2020
<br />
|