|
I _
<br /> •.8}3tw S di
<br /> `l, ..... ... DISTURBANCE TYP
<br /> SDMH TYPE II 48 TEMPORARY PERIMETER DIKE a ORTHEAST OUTFACE
<br /> { } , 35 LF 12"CPEP - SOME!TYPE 48" •
<br /> -
<br /> m RtM :"342:74 ® SEE CITY OF EVERETT D-t.7 SEE•"SHEt T D-1.5 FOR
<br /> - z IE 327.30 SILT FENCE ' 'PUBLIC WORKS STANDARD.
<br /> 1 NORTHWEST OUTFACE @ i-42% RIM 350:6 DESIGN
<br /> 0 3 SEE CITY OF EVERETT PUBLIC ' E=338.0_ 25 LF 12 CPEP H 2% MH'Q-TYPE II,54"
<br /> I
<br /> v m SEE SHEET D•t.5,FOR DETAIL NUMBER 207(iYP.) 2:1 FILL SLOPE TO MAINTAIN •1 WORKS STANDARD DETAIL ONTR L STRUCTURE(SEE NOTE 1 Nip
<br /> Ilk
<br /> DETAILED DESIGN SEDIMENT POND THROUGHOUT •
<br /> -.:� _._� _ _ SA(TYP.) _ _ _ GRADING PROCESS. TRIM=35L
<br /> NUMBER 20
<br /> -' ._ - r-.=5=:-Yc =-- _ .'`\�•. -...;"..y ':._.• - 1.1- __- _ - _ --�, �� ,i;�. .GRAVEL CONe RISER IE=339.0 t
<br /> - "� ----. _ � "..���- !l�'l �- _ - _,.-vim _ � i// � / Y •1: '�1" D-L7
<br /> � :/ }=
<br /> .
<br /> � �T /%. - POND CJ -y'/ j :' 8 03(TYP.)
<br /> i t1 '�'�� ---""_"- _ ' � � ii• - _...- � , TOR OF POND EL -342.0 �,0'�� •„�`ys ` DARE DETAIL NUMBER 2
<br /> ' 1 , / `� �i ; - - BOTTOM OF POND EL. =,339.0 �!! . E SHEET Cr2.0 FOR
<br /> ' r ;•j ...... _. _. _. i MIN."POND VOLUME"=11,888 CF" •, ��- .STORM-CONVEYANCE:
<br /> -.r - " 96 LF 12"CPEP- �. ' ® I_ v
<br /> t t :'1,F •O TEMPORARY P I' ��:_.. '` ®0.5% I` 1J J....E II 54 - _ �wV SYSTEM
<br /> TEM ORAR ER METER DIKE © - - a...rm- , - - - •� __
<br /> I
<br /> r TUCTURE '�®t
<br /> i SEE CITY OF EVERETT y�
<br /> PUBLIC WORKS STANDARD ® ,'..;iii
<br /> Ea�GJN A • SE Oil j: .'' ATIONCONTROL �� PHASE�, ' -• ' '
<br /> t ! '� DETAIL NUMBER 207(TYP.) \� , t.i � N I;' �!�. (�
<br /> 451.E 12"CPEP" \ IF'F '3'BEEN CO / L" '. L�, PLEASE REFER To`YiiV�! ®0.5% t,• >r 1 3 8 01 •
<br /> ` I �. iti. - 1 '
<br /> SILT FENCE �� t� i SEE ,. 1e ' 'nB t '"r..�17®:. ,: oA TION CONTROL PL A 1
<br /> II
<br /> SEE.CITY OF EVERETT '� EMERGENCY OVERFLOW `� ®�I 'r; STAN{�RD, F FIL jJtjMSE$2(lj(T1 .J�- EXISTING CLEARING • i '`''
<br /> t PUBLIC WORKS STANDARD INTERCEPTOR'DITCH O V I L /ENV �J �j 1, i5 \ \
<br /> �" "'"' "DETAIL NUMBER 205A(TYP.)- - � ' O MAINTAIN - _ _ _ _ _ �N'pP
<br /> !.• 2:1 FILL SLOPE T _ :.A gD `-
<br /> EROSION CONTROL SLOPE .- SEDIMENT POND THROUGHOUT
<br /> GRADING PROCESS. I RELOCATE NEW SILT eD F •
<br /> V i
<br /> o PROTECTION(TYP.) U1�1- `
<br /> INTERCEPTOR DITCH WITH ROCK.CHECK DAM / >� 1 I /.� EXTENDED GRADING • 1111:
<br /> { �SEE CITY'OF EVERETT PUBLIC WORKS- t' STANDARD DETAIL NUMBER 2108(TYP.) ® Siii �' i. . I - - I LIMITS(TYP.}' : ' ;>.-+;�`i. 1 - - TNT€RCEPTOR DITCH WITH ROCK CHECK DAM Oa 'ai. i'I - �; i1. © SEE CITY OF EVERETT PUBLIC WORKS• D-tA • • i "5.1 \
<br /> TEMPORARY DOWNDRAIN STRUCTURE 1
<br /> I
<br /> - ._.� STANDARD DETAIL NUMBER 210B(TYP,)
<br /> } ,, 1 ) SEE CITY OF EVERETT PUBLC 1
<br /> POND B
<br /> ' WORKS STANDARD DETAIL I
<br /> " I ' SPLIT RAIL TOP OF POND EL 334.0 \ NUMBER 209. '® TEMPORARY PERIMETER DIKE
<br /> FENCE TYP. ' BOTTYOM OF POND EL,= 328.0" -� ® A LIMITS OF
<br /> ( )� SEE CITY OF EVERETT '
<br /> •
<br /> 1' MIN.'POND VOLUME= 17,524 CF - pp ® 75' DISTURBANCE(TYP.)
<br /> ! - Y. - PUBLIC WORKS STANDARD
<br /> 1 i DETAIL-NUMB€R 207(TIP.) - 1 rr RESIDENTIAL1
<br /> C 1 I .. BUFFER 1
<br /> }}
<br /> • \S\` \\ ,, TEMPORARY INLET PROTECTION t f
<br /> . TEMPORARY PERIMETER DIKE ® I �, - { SEE CITY OF EVERETT PUBLIC D-t.a t •
<br /> ..
<br /> 1
<br /> • �•1 } SEE CITY OFEVERETT '® t ` \. WORKS STANDARD DETAIL fir/ STORM CONVEYANCE SYSTEM
<br /> •t ( TOP OF STEEP PUBLIC WORKS STANDARD , NUMBER 213(TYP. :1.1E...AIL , SEE SHEETS C-2A AND C-2.1
<br /> • + ) EROSION CONTROL + 1
<br /> `r tt DETAIL NUMBER 207(TYP.) \ \ I- - ;. LF2"CPEP\ /� f/{' \ t SLOP (TYP) � SLOPE PROTECTION \I° ;r t rtr��;'�\A TEMPORARY DAYLIIGHT j % (TYP.) 8 {;% F r
<br /> WESTERN OUTFACE PIPE :i,,)\ti,k ,�
<br /> SEE SHEET D-1 6 FOR' `:�``�"�`'� �'§ \ j : -
<br /> \,; - OUTFALL /
<br /> CONTINUATION ` `? .-- ��'�7„\ ���t ff%1'
<br /> SDP';; 62 LF 12'CPEP `r S CI Y OF EVERETT PU
<br /> • - c \ - I SILT FENCE
<br /> t rWORKS STANDARD DETAILBL
<br /> , y 2 - = 17 MIN - �_ �;; f A TYP.
<br /> , -s S + NUMBER 205 ( )
<br /> a" • STORM-CONVEYANCE SYSTEM. SEE 1. '�+.�� w i
<br /> SHEETS C-2.0 AND C-2.1 t . ,..\; .. �.a ---` - ��r^',�
<br /> FTCHLINE �_ ,; - /__ ,+ _-1a -- '`�erI''7 ..--. - ..®• .•!...- � - 7. �•�-Y sal,..• . . .:� i�..5�•c`�' . -'-
<br /> E SHEET D 1.1 :- --- .... .
<br /> 1
<br /> ISEE SHEET D-1.4 FOR NOTES AND DETAILS
<br /> SEE SHEET D-1.5 FOR NE AND NW OUTFALL PLAN CALL 48 HOURS GRAPHIC SCALE
<br /> CITY OF EVERETT TESC STANDARD NOTES: BEFORE YOU DIG
<br /> SEE SHEET D-1.6 FOR WEST OUTFALL PLAN 1-800-424-5555 - mi
<br /> V
<br /> 50
<br /> t A.ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION G.AT A MINIMUM,EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED SEE SHEET D-1.7 AND D-1.8 FOR C.O.E. DETAILS t morn FE50 T(l.
<br /> BEFORE CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGED AND CLEARING LIMITS ARE APPROVED, MONTHLY,OR FOLLOWING EACH RUNOFF PRODUCING STORM, TO ENSURE PROPER
<br /> AN DE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS,BY HAND OR BY MECHANICAL OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES. PHASE 1 CONSTRUCTION SEQUENCE LEGEND
<br /> METHODS,MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION.IF A H. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,SIZE,NOR
<br /> SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. LOCATION OF PERMANENT PIPES,RESTRICTORS,TUOR DETENTION FACILITIES; BUT IS AN EROSION CONTROL PROTECTION
<br /> B. ALL PERIMITER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,OPERATIONAL AND INSPECTED APPROVAL OF EROSION AND SEDIMENT CONTROL BMPs ONLY. 1. FLAG AND STAKE LIMITS OF CONSTRUCTION SEE NOTE 5,D-2.0 AND D-2.1 RIP RAP PAD(10'x10'x12")
<br /> BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. 2. ARRANGE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY OF ENERGY DISSIPATOR
<br /> I I. THE PUBLIC TBEALLOWED.FAILURE TO COMPLY WITH THIOFS RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING IS MUD AND DEBRIS FROM EVERETT.CITY OF MUKILTEO INVITED.
<br /> 3. INSTALL STABILIZED CONSTRUCTION ENTRANCES. i e:;e CONSTRUCTION ENTRANCE ElTEMPORARY INLET PROTECTION
<br /> B.
<br /> C.DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER THE SITE WILL NOT BE CONDITION WILL RESULT
<br /> o AND PUBLIC WORKS INSPECTOR.NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM IN ALL WORK ON THE SITE BEING STOPPED. 4. INSTALL TEMPORARY SILT FENCING AS SHOWN TO LIMIT ACCESS DURING NON- TEMPORARY GRAVEL CONE RISER
<br /> -g THE APPROPRIATE PARTIES. CONSTRUCTION PERIODS.
<br /> r'_.; J HAUL ROAD&STAGING AREA
<br /> J. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN,AVAILABLE, ROCK CHECK DAM
<br /> i 5. INSTALL ORANGE CONSTRUCTION FENCING.
<br /> D.WHERE POSSIBLE,NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. AND REASONABLE MEANS OF CONTROLLING AIR POLLUTION,INCLUDING DUST.DUST CAN BE 6. INSTALL(PHASE i)EROSION CONTROL FEATURES,SILT FENCE,CATCH BASIN V - - INTERCEPTOR DITCH WTH
<br /> I
<br /> CONTROLLED BY WETTING EXPOSED SOILS,WASHING TRUCK WHEELS BEFORE THEY LEAVE PROTECTION AND CONSTRUCTION ENTRANCE. f///,/J WETLAND ROCK CHECK DAMS
<br /> E E. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE,THE EROSION CONTROL THE SITE,AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES.
<br /> FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING 7. LOG LARGE TREES WITH LOW IMPACT LOGGING EQUIPMENT.EXISTING _
<br /> o CONSTRUCTION VEHICLE TRACK-OUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF PATHWAYS TO BE UTILIZED AS MUCH AS POSSIBLE DURING LOGGING PROCESS. PROPOSED FINISH GRADE LIMITS OF CLEARING/DISTURBANCE
<br /> EROSION/SEDIMENT CONTROL. TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OF THE PUGET PATHWAYS TO BE SCARIFIED,STRAW MULCHED AND HYDROSEEDED UPON EXISTING CONTOUR -• •- ORANGE CONSTRUCTOR FENCE
<br /> I
<br /> w F.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED IN A SATISFACTORY SOUND AIR POLLUTION CONTROL AGENCY. COMPLETETION. DURING DELIMBING PROCESS,DISTRIBUTE LIMBS EVENLY
<br /> z CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED,PERMANENT K.EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL OVER ANY DISTURBED AREAS. 0 0 SILT FENCE > SD K STORM DRAIN PIPE
<br /> DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL 8. STRAW MULCH AND HYDROSEED ANY BARE GROUND EITHER CAUSED FROM
<br /> 0 ❑ SPLIT RAIL FENCE -- - -- I TEMPORARY PERIMETER DIKE
<br /> SIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). PREVIOUS ACTIVITIES OR DURING THE LOGGING PROCESS.
<br /> "g`" _ c ,`..:+ '_'..as.,"os�". .'s.:§. -w ".x �--' :%ticeX-vm-La.'"i.`"`�'a s^.Y..,.�_-.w-a:._..e_.:.: :?v;•s::Pfv._,<:we.-..,--..+3a'a-:..ss+r...v.an..>.c.....i`$SF..R:sv7:a.,:,,riTw�,;:_.�z4L.:,�z.c.e.s»,�.._az
<br /> No. "Date. By Revision Description• DeaiOtied Br Ieuue Date Ye or:Ewr"ay
<br /> I
<br /> m 9/21/05 PACLAND LIMITED GRADING PERMIT APPLICATION STP 02/14/06 4,94b r 4,
<br /> 'On' h C32-1 INTERAIR
<br /> 12/02/05 PACLAND LIMITED GRADING PERMIT RESUBMITTAL awnB Oi a A- EROSION AND SEDIMENTATION
<br /> PERMIT �_: � _; , ,
<br /> � 09/21/05 PACLAND ISSUED FOR PERMIT JKGn _, COMMERCE CENTER D-1.0
<br /> "`" CONTROL PLAN PHASE I NORTH
<br /> Ceecicett By.' Project too: olt:8,14i s:Z04F'
<br /> "s/OMA4�'0x 11235 SE 6th St. T(425)453-9501 EVERETT, WASHINGTON
<br /> I 3 PJM 2005024.003 Suite 220 F(425)4S}8206
<br /> EOM�z/zs/ I Bedhe.WA 98004 vAwaml vn.m.
<br />
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