|
-- I NOTES
<br />----
<br />F - ------ sevan
<br />NOTES MOTES ENGINEERING
<br />I
<br />1, SHAPE OF SUMP AREA MAY VARY TO FIT DRAINAGE ( ( 5" MAX 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE 1. STABILIZED CONSTRUCTION ENTRANCE SHALL I
<br />AREA AND TERRAIN. MODIFY AS NECESSARY "TO% END OF THE PROJECT. MEET THE REQUIREMENTS OF WSDOT STANDARD
<br />WASHED GRAVEL ENSURE SATISFACTORY TRAPPING OF SEDftVEIVT• DRAINAGE GRATE - - --- Regional Office:
<br />--- - 1 SEE NOTE 4 HALF -CIRCLE SUMP MAY BE USED WHEN CURB AND \ /� TRIM 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN SPECIFICATION SECTION 8-01.3(7), �
<br />' GUTTER ARE INSTALLED DURING STREET E r 770 ills Tech Drive
<br />, DRAINAGE DEVICES PER THE IVIANUFACTURES'S
<br />- V CONSTRUCTION. / RECOMMENDATIONS. CATCH BASIN INLET INSERTS Farmington dills I 8331
<br />GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS.
<br />j - 734.367.4445 Telephone
<br />2. CLEAN OUT WHEN SEDIIY7ENT REACHES 6" BELOW I';
<br />-- - - - --_�- -- 000o a do �oo - -- - -- �) GRATE. I SEDIMENT -----BELOWINLcFGRATE CATCH BA AND GRADING ACTIVITY, A UPON
<br />0000 0 1 t L i o 000c 3. CATCHBAS1NlNSCRTSSHALLBFIi]STALLEDPRIORTO
<br />°00000 t ! j AND DEBRIS
<br />DEVICE D E
<br />3. TEMPORARILY Y LEAVE OUT BLOCK, COVER OPENING E
<br />WITH WIRE SCREEN. SIZE SCREEN TO RETAIN GRAVEL I `- FILTERED WATER PLACEMENT OF A NEW CATCH B -INSTALL DRIVEWAY 0000 i MEN � BASIN.
<br />I Corporate Office:
<br />o0 0` ^I oo --- H A NAY CULVERT Corpora
<br />o aoo @� �a= 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT IFT ERE IS ROADSIDE DITCH 3025 Highland Parkway Suite 5
<br />v - - - -- - - 4, PLACE 3/8" MINUS WASHED GRAVEL IN OF WHEN IT BECOMES ONE THIRD FULL OR IN -�, PRESENT
<br />T� ---� =- ---- s' I Downers roveIL �1515
<br />I
<br />SCREEN TO FILTER SEDIMENT. ( E �-! � ACCORDANCE WITH THE MANUFACTURES' a
<br />, ;; INSTRUCTIONS. nfo@sevansolutions.com wwwsevansolutions.com
<br />5, SIZE SUMP BASED ON EXPECTED FLOWS DURING
<br />CONSTRUCTION. ( ��
<br />I T \ 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY - \ ---"' � INTEGRITY (RESPECT TEAMWORK � EXCELLENCE CHARITY
<br />SEE NOTE 3 6. TO PREVENT SEDIMENTATION FROM ENTERING REMOTALLINGEIT INTO THE CATCHIBASINGDO IVOT = \ EtOAD \ -j
<br />SEE NOTE 1 SCREEN �5` _ - _ `.
<br />PLAN}VIEW STORM DRAINAGE SYSTEM AT CATCH BASIN/INLETS WASH SEDIMENT INTO STORM DRAINS WHILE ��� 75TP f �\ - 30' MIN TYPICAL REVISIONS
<br />DURING CONSTRUCTION. i
<br />�' CLEANING.
<br />v ` _- �>
<br />6. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE \ y� � \ � r�' 1 N0. DATE DESCRIPTION
<br />STORM WATER STRUCTURE ITWILLSERVICE. _��.----\'AS
<br />.��._� - ��� -f ,., \�-� ® 08.13.202004�1NERREVIE�II
<br />JR
<br />SYSTEM (OVERFLHA E A BUI ), rX ' / -�
<br />7. THE BIGD ..HALL HAVE ABUILT-IN HIGH -FLOW RELIEF I � �{ 4� ;��� --' " \ \ / � � -- I 1 �r9,24.202© PERI�II}`)'S
<br />{ -----
<br />SECTION VIEW \� \ r
<br />PERMEABLE BALLAST TYPICAL SEE 2 10.23.2020 PERMITREVISIONS
<br />B. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF - �- STANDARD SPECIFICATION r
<br />THE BIGD WITHOUT SPILLING THE COLLECTED 3 11.17.2020PERMIT REVISIONS
<br />SCREEN GRAVEL C ( �V vA SECTION 9-03.9(2}
<br />\
<br />--- -
<br />I SEE NOTE 3 -s SEE NOTE 4 MATERIAL.
<br />/ 9. PERFORM MAINTENANCE IN ACCORDANCE WITH LENGTH AS REQUIRED 100' MIN, EXCEPT >
<br />r 1Jrr DEPTH 7 ¢ - RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3 15 . MAY BE REDUCED TO 50' MIN FOR
<br />- -- --- �, TYPICAL - ( ) TYPICAL A
<br />SITES WITH LESS THAN ONE ACRE /
<br />OF EXPOSED SOIL OR APPROVED BY INSPECTOR
<br />o
<br />o c o o rJ ! DRAINAGE GRATE �
<br />MAX SLOPE2:1 J \ 0000a \-1° �000co �SEE NOTE 2 i � � � -- ------------
<br />,,,.�, PLACE CONSTRUCTION GEOTEXTILE FOR SOIL
<br />SEE F r / �STABILIZATION FROM THE EDGE OF THE EXISTING
<br />o T_-NOTE 5 ( y f��� PROVIDE FULL LVIDTH OF
<br />o '� i ROADWAY TO THE CONSTRUCTION ENTRANCE,
<br />,{ .a% j�l OR AS DIRECTED BY THE ENGINEER - 15GMIN5/EGRESS AREA
<br />ar
<br />c
<br />o j q
<br />BELOW INLET GRATE MAINTENANCE
<br />STD PLAN JETS NOTES
<br />ACCEPTABLE SUBSTITUTE IF ISOMETRIC VIEW
<br />` l 1 A" \ \ - - OVERFLOW BYPASS IvI,A{NTENANCE MEETS NOTES 1-5
<br />DEVICE _ - WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE
<br />TYPICAL j CONSTRUCTION ENTRANCE yz
<br />`I ,\ : \ t ITS o / I `31f ITS �'CITY OF EVERE�TT
<br />PUBLIC WORKS DEPARTMENT kc, r � � �F� P �,IC WORKS DEPAR MEN $]'� �i�i � � ���� � ���e� � �;CONSULTANT
<br />.I..,.r„I I A 'aivaHeu<1 1 d -0,..,I �/ I
<br />�i C O/-9{gy�ppV ,�/ RY?F _SASS riEATHERGF FFN PUL � mi ,':,^ ...-�/�., � �
<br />Em SECT}a.JIV VIEW ^ii 03 1-/ 2017 J.� R`/AF ASS iHr,lTf+.RGftIrFIM FAUL VIILHcLi,1 `d ,E''SH // Il
<br />/ I' 17 30/2016 OBI 4YAfJ SAS HEATHc`AaGRIFFII,' IAUL WILE ELM z., F` Q 03/2017
<br />EXCAVATED INLET ISOMETRIC VIEW o:r
<br />^ ca; - _ - .�rORN� DRAIN INLET � I ��
<br />c� I
<br />Sol PROTECTION ' a PROTECT}C3N 210 CONSTRUCTION ACCESS 24)1 i
<br />21 a
<br />NOTES 211/4° --- - 1 s g„ 7 8„ Ira/8„ NOTES
<br />- _AS ACCEPTABLE ALTERNATIVES TO THE,REBAR FIBERS_ _ THIS FRAME DESIGNED TO ACCOMMODATE
<br />S1pAF 1/2" R - 1" R 1' R- \ 1 PIPE ALLOWANCES
<br />1 (PLACED ACCORDSHOWN IN THE ING G 70 THE ECAST rV/SDOTOSTANDARD
<br />-- -- / / � �� STANDARD ORES OR COVERS ASINGS SHOWN ON
<br />PIPE MATERIAL INSIDE SPECIFICATIONS), OR WIRE MESH HAVING A /
<br />DIAMETER
<br />U1iN11V1UM AREA OFF 0.12 SQUARE INCHES PER FOOT - ---- - - -- -- -- - - ------ --- - I 3 2. BOLT -DOWN CAPABILITY IS REQUIRED ON AL
<br />OR SHALL BE USED WITH THE MINIMUM REQUIRED r -- -- _ _--- _ FRAMES, GRATES AND COVERS UNLESS SPECIFIED
<br />REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE I - i
<br />> PLAIN CONCRETE ---
<br />12 / OTHERWISE IN THE CONTRACT. PROVIDE TWO HOLES I
<br />! --- -- - SECTION. WIRE MESH SHALL NOT BE PLACED IN THE I I / j -= IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH
<br />ALL METAL PIPE 15" KNOCKOUTS. _
<br />THE GRATE OR COVER SLOTS, THE FRAME SHALL
<br />-- ACCEPT THE 5/8" - 11 NC X 2" STAINLESS STEEL
<br />J _ (WSDOT STD. SPEC. 9-05.20) - I --EING TAPPED,
<br />12„ 2 THAN KNOCKOUTHE 8".KNOCKOUTS SHALL HAVE A WALLEATER BOLT -DOWN HOLE TYP _0_5 // ORCOTHER APPROVED M CHA ESSED ALLEN HEAD CAP RISsN1 BLOCATION OF SEAL
<br />- - -- _ = - - - r 5/8" 11 NC, SEE BOLT
<br />- - SOLID WALL PVC THICKNESS OF Z MINIMUM TO 2.5 MAXIMUM.
<br />PAVEMENT _ _ - io --2", 4", 6", 12" OR 24' 15" PROVIDE A OF "MINIMUIMUM GAP 2.5"BETMAXIMUM.
<br />THE DOWN DETAIL AND NOTE 2 - BOLT DOWN HOLES VARIES BY MANUFA 7URER.
<br />I (WSDOT STD. SPEC. 9-05,12(1)) -I - -
<br />p KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE, ( �I 3. REFER TO WSDOT STANDARD SPECIFICATION
<br />PROFILE WALL PVCy
<br />5" AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
<br />Y 8,
<br />WSDOT STD. SPEC. 9 OS 12 2 9-05.15(2) AND DESIGN CONSTRUCTION STANDARDS fy
<br />) JOINT MORTAR IN ACCORDANCE WITH WSDOT o �T
<br />m F / / AND SPECIFICATIONS SECTION 4 FOR ADDITIONAL��
<br />A CORRUGATED POLYETHYLENE STANDARD SPECIFICATION 9-04.3. d
<br />REQUIREMENTS. �V
<br />=ONE #3 BAR HOOP FOR 6" HEIGHT d - 'x
<br />I � STORM SEWER PIPE
<br />INCREMENT, SPACED EQUALLY 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE - ---- -- - - 2 1/2"
<br />_-- _-- TO THE LOWEST PIPE INVERT SHALL BE 5.5'. Ov 1 -- \ £ry
<br />I FRAME CAST INTO
<br />8 6" RECTANGULAR ADJUSTMENT SECTION! 6" OR 12" PRECAST
<br />--- _ _�I \ _- ----- 4. THE FRAME AND GRATE MAY BE INSTALLED WITH METRIC P \ �
<br />THE FLANGE DOWN, OR INTEGRALLY CAST INTO THE _ ADJUSTMENT
<br />ADJUSTMENT SECTION WITH FLANGE UP. SECTION. \ / Q56 � )
<br />Qz
<br />SEE STANDARD _� ��
<br />5. THE PRECAST BP,SE SECTION MAY HAVE A ROUNDED DRAWINGS 401, ti-% \ �d1$
<br />FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE 402, 403 OR 404
<br />OF 1:24 OR STEEPER. FOR TYPE E-1 CURE; TYPE E-2 CURB I 2j�E�� (,-(,,�Q SECTION DETAILS FLANGE\� UPWARD
<br />6. THE OPENING SHALL BE MEASURED AT THE TOP OF
<br />THE PRECAST BASE SECTION.
<br />-- -- -- --- --- FLANGE UP 11/18 202
<br />/�yC� } ✓ } 1 Al L PICKUP HOLES SHALL BE GROUTED FULL AFTER STAINLESS STEEL
<br />THE BASIN HAS BEEN PLACED. - ---RECESSED ALLEN
<br />I 2-3/4" 6„ 2 3/$` 2 3/4„ 6" 2 3/4" jr / I I: f `r I ( 4 -- -- I 5/8"HEAD 11P SCREW
<br />} }
<br />I
<br />--- - ---� �------�- I�-------- ' ' ' I } TOP
<br />CUSTOMER
<br />#3 BAR EACH GRATE
<br />- o #3 BAR EACH CORNER, }i I I > CORNER J l �p 24 1/4"
<br />m I
<br />0
<br />R I 1 R .,`�� } } � }�'} e z -8" MIN -- -- / / -- ----
<br />o #3 BAR HOOANY
<br />P / I } n / / ��` -- --- --- ------ -- - ( / \
<br />I } I THICKNESS OF a <
<br />D
<br />PRECAST � ��rs
<br />} } ##3 BAR HOOP/ ( FRAME FLANIGE D05Aif� ADJUSTMENT _
<br />154
<br />✓! } O } �^, FRAME AND eJ VANED GRATE ° ----- - -- --_.-.-- ...- "�a
<br />I I SECTION
<br />T
<br />F }v }j / L ---------- -- -- -- \ WSDOT STD PLAN B-30.10-01, ACCEPTABLE ;
<br />o + r F--_ _ ..� J V A - av
<br />10" .#3 BAR EACH �' : N•�
<br />H STD_
<br />,^m I I ,,• SUBSTITUTk EXCEPT AL_ STEEL RECESSED ALLEN I �
<br />---- ---------- - ------ --- WSDOT STD PLAN B-5.60-01 ACCEPTABLE SUBS7iTLITECITY OF EVERETT
<br />SCREWS MUST BE STAINLESS STEEL
<br />#3 BAR EACH WAY--- -_---' -- � I ETAF- P
<br />CD
<br />/ <, ..:
<br />t� 1 (err u }CITY OF EVERETT'
<br />y m:a P��i� ��igfi as' PUBLIC Di3Tis _ - r °YUBLiC DEPARTM r
<br />aR! - - u PRECAST EASE SECTION ALTERNATIVE PRECAST BASE SECTION n' SECTION A A BOLT -DOWN DETAIL = 7-
<br />SASS 3n i, _RY?.JSA`5_-ITGN1 NCCD LFUL`f/1LHELM `NR6- (�1�/�6/201% O I `"""`�"'"�""", - - - - --- '�'-® RYAf ASS ih{BATHER. GFIrFIN FAUL N/ILHELM ttiR6 03 (�7 2017. ua ^-p- F77- ra,,.,.,� e
<br />-U - ...,,...,�-,,..,.-i w ( Iv.,�.. -s„am sass L� A iiF'a`FRI FIN eo.uLGJuti LU "°,tea---C/30/2016
<br />TYPE E-3 CURB TYPE } CURB (SEE NOTE 1) (SEE NOTE 2) 1
<br />v - ----------------- --- - - 09 F - CATCH
<br />a BASIN TYPE 1 P Q
<br />�) ! I - -'- -_------------------ - --_ -- _--------_ __--------.-- _.. __ _--- --- - -- L. (FOR PARKING LO--�------- --- L R E CTAN� G }.J LA P FRAME
<br />- - - r
<br />CEMENT CONCRETE CURB & GUTTER � � �
<br />I_ I (REVERSIBLE)
<br />� I
<br />------ - --- - -- T - ---------- PROJECTDESCRIPTION
<br />NOTES NOTES z4' 3' NOTES
<br />1. FRAME AND GRATE SHALL BE INSTALLED WITHIN ± 1 4" -- �I
<br />/ �4" BOLT -DOWN CAPABII ITY IS REQUIRED ON ALL _ 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL
<br />o° i a - - -- --- -- -- --=-
<br />� w OF FLUSH WITH FINISHED GRADE. I - ---- ---- -� FRAMES, GRATES AND COVERS. PROVIDE TWO I I B 1 FRAMES, GRATES AND COVERS. PROVIDE TWO I
<br />e� 0 2. ADJUST FRAME AND GRATE TO HOLES IN THE FRAME THAT ARE VERTICALLY ---- - - -
<br />_ I � \/ -_ t_ HOLES I THE FRAME THAT ARE VERTICALLY
<br />-'I - ALIGNED WITH THE GRATE OR COVER SLOTS. _ ALIGNED WITH THE GRATE OR COVER SLOTS.
<br />p MATCH PAVEMENT SLOPE s," T THE FRAME SHALL ALL ACC CPT THE 5/8" - 11 NC X 2" - - -` - -- - / D D THE FRAME SHALL ACCEPT THE 5/8" - 11 NC XRCCTENANT
<br />\ \ STAINLESS STEEL RECESSED A_LEN HEAD CAP J_ Z STAINLESS ST EEL RECESSED ALLEN HEAD CAP
<br />¢ / t \1, SCREW BEING TAPPED, OR 01 HER APPROVED 2 1/2" DIA / ,1
<br />_ SCREW BEING TAPPED, OR OTHER APPROVED
<br />m \ MECHANISM. LOCATION OF BOLT DOWN HOLES HOLE > \>-J
<br />�i v V MECHANISM. LOCATION OF BOLT DOWN
<br />�I A"; v \ VARIES BY MANUFACTURER. --�
<br />{ w IMPROVEMENT
<br />a \ DETAIL A / - HOLES VARIES BY MANUFACTURER_
<br />�f y ?� \ \ �� DETAIL A C --�- -� �-
<br />p 11'I 0 � 2. REFER TOWSDOT STANDARD SPECIFICATIONI �f 2. ALTERNATIVE REINFORCING DESIGNS ARE
<br />9 05.15(2) AND DESIGN CONSTRUCTION
<br />/ ---
<br />�' �T _ \ 3 4' ACCEPTABLE IN LIEU OF THE RIB DESIGN.
<br />/ \ly, DDSTAIITIONAL DARDS AND SPECIFICATIONS SECTION 4 FOR - f,T `
<br />l CATION
<br />/ - - _-- _II \--- - -_-- I- \ \ -a 9-05.15 Z AND DESIGN CONSTRUCTION
<br />N 3. FOR FRAME DETAILS, SEE STANDARD DRAWING � - ---- -- � -- 3 STANDARDS AND SPECIFICATIONS T STANDARD CSEiC SECTION 4
<br />-- - a l \
<br />s \ " �A J\� �a� _ 400. FOR ADDITIONAL REQUIREMENTS. PROJECT LOCATION
<br />BOLT -DOWN SLOT
<br />w 4. THE THICKNESS OF THE GRATE SHALL NOT y✓ _ ---- , = / 4. FOR FRAME DETAILS, SEE STANDARD DRAWING
<br />_ DETAIL A
<br />® z ���\ �; OR4� /I- �� A EXCEED 1 5/8" _ _ 406.
<br />e� 10" 10" - MATCH EXISTING SLOPE OF r*� \ \ �� \ ,>
<br />"----._----- -- ----- ---------- - r:: x.„ \_ w ' 5. VANED GRATES SHALL BE SPECIFIED, SEE = 7
<br />GUTTER OR STREET CROWN d r -- -1 --- -- - '� -- STANDARD DRAWING 411 . THE CITY OF EVERETT = - _ a c _
<br />/�/
<br />o SHALL GRANT THE US' pFAHERRINGBONE - i -�� /
<br />607 SE EVERETT MALL WAY
<br />GRATE ON A CASE BY CASE BASIS. J - ( n / --
<br />M ✓ i _ -
<br />w_ ,
<br />J : #�. ,' A \ v. /_ 6. ALL GRATES MIDST BE STENCILED OR STAMPED _ -�
<br />�, _ _
<br />FRAME, SEE STANDARD » .� T I . � � _. I ---� : - _ - I - / I �� � �,
<br />\ v it ;`,' t"x_ �A`� ( "DUMP No WASTE, "WHERE THE
<br />/ r,.. _L �_ 0 1 1/4 �__ -
<br />a y � AA\ VA vV�\ v \� / , DRAWING 446 BLANK SHALL BE FII I ED IN WITH "STREAM W y-- -- 1�. _ A / 26" R
<br />A v \� / I "LAKE', "RIVER', "PUGETSOUND", OR - (SEE NOTE 2
<br />�A ( )
<br />� � � ��� Av �� I "WETLAND" AS APPLICABLE TO THE LOCATION
<br />c d �i'�� �v A �� BOLT -DOWN SLOT WHERE THE CRATE 15TOBEINSTALLED. B
<br />PLASTIC SHIM STRIPS TOP DETAILA
<br />SUPERIOR OR EDOW RQUAL) WOOD TOP SECTION- SECTION D-D
<br />/ 4 3/ I" G� (SEE NOTE 1)
<br />VS _ i"' ,. SHEET TITLE
<br />� WEDGES/SHIMS ARE NOT ALLOWED I - � / 9 ml
<br />GRATE SEE
<br />Qi STANDARD ��
<br />® I DRAWINGS / �- 3/4" DIA HOLE
<br />� 9 GROUT BETWEEN f # / � �
<br />r
<br />409, 410 & 411 I 1 4000 PSI CEMENT CONCRETE
<br />o TYPE A-1 CURB -h- - J- _ i1- ��--- S01 ID BRICKS OR r -- �, T _ � / �s SITE DETAILS
<br />G SECTION A -A 1 l
<br />i ,I &GUTTER / RECTANGULAR 5 ( F Tl - \ !�
<br />_ SEE STANDARD
<br />--� ADJUSTMENT SECTION, $ �� I I I �� ( I \ - SECTION �a Aj!-
<br />z DRAWING 307 J I \ / f,SEE N0'TE l) SEE STANDARD
<br />D`n'AWINGS401,402, fi
<br />4030R404. �.� I� I # tttiii
<br />SOLID BRICKS OR (� WSDOT STD PLAN B-30.50-01, ACCEPTABLE
<br />o RECTANGULAR (� �VSUBSTITUTE EXCEPT ALL STEEL RECESSED ALLENN > �?yy Ll ����G �j�a.�..] 11/2,� ��N J WSDOT STD PLAN 8-3020-02, ACCEP (ABLE
<br />ADJUSTMENT SECTION - SCRENJ5 FAUST BE STAINLESS STEEL o �� G��� 1p i� - SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN
<br /><- / - J r - - -"1
<br />_ jam. ----- -- - , l r ���wr %�%� --3 2/� - - SCREWS MUST BE STAINLESS STEEL SSTMANAGEMENT
<br />In
<br />CITY OF EVERETT^.'3t CITE �STAINLESSSTEEL /
<br />J N
<br />d ! ISOMETRIC ., F ` , ✓\\✓ ��, ----- 1/2„ DIA Bpk7J PROJECT NO.,
<br />CD
<br />PUBLIC WORKS EPARTMENT )DEPARTMENT
<br />r aV �✓� �i �` PUBLICWORKS DFPAR NIE T � DATE; 08.18.202011
<br />I
<br />o R sass H�aTa'�n calFFnu FAui NiILHE��w I was 03 y07 2017 0 8 � eram .+s- r,ra eeR �R Frral=FAu Ev Lr;E_rt ! `,veR .. � �- I ... I
<br />4J v A / / -rr 01/03/2019 �� I/ ROaasnss IHLAiH'eRcsiFF,n FAu_`:ti`LUELk. vaR 03/07/2017 CAD FILE: C5.00.dW
<br />LIFT HANDLE gI
<br />s TYPI;.AL FRAME AND HERRINGBONE GRATE ISOMETRIC SECTION C-C: SOLID COVER
<br />- GRATE INSTALLATION „l�4090 _ - PROJECT MANAGER: M. PISC01
<br />` n,
<br />FOR CATCH BASIN OR INLET
<br />1
<br />� � _ _ _ FOR CATCH BASIN sJft INLET THIS P of
<br />-_ -__- _--_ - -_ -- _-)_A--_- ( _ DOCUMENT IS AND SHALL REMAIN THE PRO EP,TY
<br />'� SEVAIJ MULTI SITE
<br />� - SOLUTIONS, INC.
<br />r- REPRODUCTION OR ALTERATION OE THIS DOCUMENT'eVITFIOUT THE EXPRESS
<br />SOLUTIONS, CLB WRITTEN PERMISSION OF SEVAN MULTI -SITE INC. IS PROHIBITED'
<br />(NOT PUBLISHED: ALI RICHTSPESERVED.)
<br />F
<br />COPYRIGHT BY SEVAN MULTI -SITE S01-UTIONS, INC. 2019
<br />SKEET NUMBER
<br />
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