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<br /> SEE SHEET D= :2 \ . :F ; ... \�,, �j i
<br /> - _� '`_.ram ../ ,: — -�-..7-."'.
<br /> i -r 4� � �✓ may <°, °� 1'
<br /> I
<br /> '' ;. ,@...1 �i � w ss^--�'" , ���1 - - 1 ----- ,��`.� \,. ' . EROSION CONTROL SLOPE
<br /> / iII
<br /> _ .. ,A ff ���� j 1 _. ... _ '\ a PROTECTION(TYP.)
<br /> 1 p �'.. ,®is r»</•/� - �- \lam. �' �� i TEMPORARY PERIMETER DIKE 3
<br /> -C d- =a 21 LF 12"CPE' •
<br /> ti5.SS�VgP ®12� -�\i\•
<br /> • SEE CITY OF EVERETT
<br /> o-1.7
<br /> i ' 31 IFt2 CPEP j \� PUBLIC WORKS STANDARD
<br /> IS� `1�' '-
<br /> ,RC- `°''�`' 059 IE=413.00 - \ \\ \��� • DETAIL NUMBER 207(TYP.)
<br /> • - .SDMH A TYPE II,54 I I i
<br /> SEE SHEET C 2 f FOR pi 1 GI r CONTROL STRUCTURE. (SEE NOTEI1) / `� \
<br /> I STORM SYSTEM DESIGN •�`�� 1'r / f RIM 417.05 ,� � \ SILT FENCE
<br /> I CONTINUATION(TYP) i/ J,, j;' IE 400'00 �� ii i SEE CITY OF EVERETT PUBLIC Tap
<br /> I
<br /> yj//j I��7 +� w � `I WORKS STANDARD DETAIL
<br /> 61 LF 12"OF CPEP0�i// l////`rA�/ �� GRAVEL CONE RISER.IE 4003 V �+ a' ®O.Sy, {, /,Cj /- ,, SEE CITY.OF EVERETT PUBLIC WPRKS� \., � � \ NUMBER 205A(TYP.)
<br /> ®6•rI�f f --� ® -.--_STANDARD DETAIL-NUMBER 2031(TYP.).' �4 \ •I
<br /> i LIMITS OF f/�l// ��/�" ,, LIMITS OF
<br /> i DISTURBANCE q /��� /i/%t� POND A - _ _ A�
<br /> (T�) / TOP OF POND EL = 404.3 TEMPORARY \ !i \ (DISTURBANCE(TYP.)
<br /> I i 1 1 / / / BQTTOM OF.POND El. = 400 3 STAGING AREA \, i
<br /> I ` tt11 yl,r• I MIN.POND VOLUME=5,786 CF--� • • 1.
<br /> TOP OF—��' t i (t� i, .�- .r o, !. ��
<br /> i STEEP SLOPE S-=.: t1l I; i .�% \ I \ v • . ,' �!d0.• ,' ) , TEMPORARY' CONSTRUCTION ENTRANCE irk
<br /> i • - t SEE CITY OF EVERETT PUBLIC WORKS
<br /> �j/ INTERCEPTOR DITCH WITH ROCK CHECK D M
<br /> °` O/ SEE CITY OF EVERETT PUBLIC WORKS • �1 ;�I ' STANDARD DETAIL NUMBER 208(TYP,)Nur
<br /> 1 t } 1 // 2:1 FILL SLOPE TO STANDARD DETAIL NUMBER 2108(TYP.) �f
<br /> a I1 t MAINTAIN SEDIMENT I I 2 SILT FENCE —1' �(I
<br /> I i STEEP •1 , I'. .. 1, POND THROUGHOUT I' _
<br /> i Y 25 SE(BACK 'I GRADING PROCESS. I. 0 7 SEE CITY OF EVERETT PUBUC
<br /> Q SCOPE 1 {� ! :` WORKS TAND D 0 IL '+
<br /> m �TYP-1 r a.- ff �. NUMQERS205AA(TYP)TA
<br /> SPLIT RAIL FENCE
<br /> .,(i -
<br /> + - -.�+ J /� SILT FENCE - EXISTIN LNG i -
<br /> ® G CLEAR I.
<br /> w �� /✓' SEE CITY OF EVERETT PUBUC •I
<br /> N I 1 r/ i �.... LIMITS %'.
<br /> - - : ,�®✓/ WORK TAND RD D - - •
<br /> `�' ,`�ji/r •// NUMBSRS205AA TYP.ETA ��5:
<br /> L I
<br /> i / - ,_ - TEMPORARY INLET PROTECTION
<br /> i TEMPORARY PERIMETER DIKE® I y y � '� ! ' SEE CITY OF EVERETT PUBLIC
<br /> ` C jj , / _::: `vim { WORKS STANDARD DETAIL NIF
<br /> 1 SEE CITY OF EVERETT /, i^� \� -;-,j -.I
<br /> '' .. - PUBLIC NUMBER 207(TYP.)
<br /> /�i�jlF� �" "`.== ` % o. r \I NUMBER 213(TYP.)
<br /> • ) i DETAIL 207(TYP.) �:, T- y
<br /> - 'a`
<br /> i I I /lam I ? ! , ORANGE CONSTRUE➢ON t
<br /> i EXISTING'CLEARING °��� �1/.J% �� I ! I FENCE(TYP) o-ta
<br /> �;, - _
<br /> LIMITS o �\ !/,/
<br /> \\ I r � •�..,,. TEMPORARY INLET PROTECTION
<br /> ORANGE CONSTRUCTION, I / 11! I SEE CITY OP EVERETT PUBLIC
<br /> II I
<br /> ` �\ I FENCE(TYP) i /..• 1 WORKS STANDARD DETAIL
<br /> i RELOCATE NEW SILT i ` ,\F\ ` EXISTING-/ I 1 + i' NUMBER 213(TYP.)
<br /> • FENCE TO MATCH \'� - - I ���e {`� WETLAND AREA. j
<br /> EXTENDED GRAQIryG � �,.. . .- .
<br /> I
<br /> LIMITS(TYP.) ` 3 _ _ �\y\` I If _..
<br /> i bye 1I I
<br /> n • _ _ , IT-x
<br /> - /x f -`LIMITS.OF- RELOCATE ORANGE - -
<br /> NOE - - ... _ DISTURBANCE
<br /> II
<br /> CONSTRUCTION FENCE - - '!.
<br /> 1.INSTALL CONTROL STRUCTURE MANHOLE WITHOUT FLOW RESTRICTOR RISER.WHEN SITE IS PERMANENTLY STABILIZED,REMOVE GRAVEL CONE STRUCTURE AND INSTALL FLOW RESTRICTOR RISER PER DETAIL 3,SHEET 0-1.8. (TYP.) GRADING LIMITS(TYP)-: , I
<br /> SEE SHEET D-1.4 FOR NOTES AND DETAILS TO'MATCH EXTENDED
<br /> CITY OF EVERETT TESC STANDARD NOTES: SEE SHEET D-1.5 FOR NE AND NW OUTFALL PLAN GRAPHIC SCALE
<br /> ' CALL 48 HOURS
<br /> A.ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION SEE SHEET D-1.6 FOR WEST OUTFALL PLAN BEFORE You DIG BEFORE CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGED AND CLEARING LIMITS ARE APPROVED, G.AT A MINIMUM,EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED
<br /> MONTHLY,OR FOLLOWING EACH RUNOFF PRODUCING STORM, TO ENSURE PROPER SEE SHEET D-1.7 AND D 1.8 FOR C.O.E. DETAILS 1-800-424-5555
<br /> AN AREAWIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS,BY HAND OR BY MECHANICAL OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES. (/N FEET I '°°
<br /> METHODS,MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFLAGCED AFTER INSTALLAlON.If A H.APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,SIZE,NOR PHASE Z CONSTRUCTION SEQUENCE LEGEND r inch=50 /t
<br /> SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. LOCATION OF PERMANENT PIPES,RESTRICTORS,OR DETENTION FACILITIES; BUT IS AN
<br /> B.ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,OPERATIONAL AND INSPECTED APPROVAL OF EROSION AND SEDIMENT CONTROL BMPs ONLY. 1. INSPECT EROSION CONTROL FACILITIES PRIOR TO GRUBBING THE SITE TO VERIFY THE EROSION CONTROL PROTECTION
<br /> I
<br /> ADEQUACY OF THE PREVIOUSLY INSTALLED EROSION CONTROL MEASURES.REPLACE OR RIP RAP PAD 10'x10'x12"
<br /> SEE NOTE 5,D-2.0 AND D-2.1 ( )
<br /> BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION ON OF CLEARING AND GRUBBING OPERATIONS. I. THE PUBLIC RIGHT-OF-WAY BE
<br /> SHALL BE KEPT CLEAN. TRACKING IOFS MUD AND DEBRIS FROM ENERGY DISSIPATOR
<br /> C.DANGER TREES SHALL BE IDENTFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER THE SITE WILL NOT BE ALLOWED.FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT MAINTAIN AS NECESSARY. CONSTRUCTION ENTRANCE
<br /> 2. INSTALL NORTHEAST,NORTHWEST AND WEST OUTFACE PIPES AS SHOWN. e° ❑ TEMPORARY INLET PROTECTION
<br /> 3 AND PUBLIC WORKS INSPECTOR.NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM IN ALL WORK ON THE SITE BEING STOPPED. 3. CONSTRUCT SEDIMENT PONDS AND INTERCEPTOR DITCHS.INTERCEPTOR DITCHS ARE TO o
<br /> THE APPROPRIATE PARTIES. SLOPE TOWARD SEDIMENT PONDS WITH GRAVEL CHECK DAMS SPACED SUCH THAT THE TOP TEMPORARY GRAVEL CONE RISER
<br /> J. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN,AVAILABLE, OF THE DOWNSTREAM DAM IS NO LOWER THAN THE BOTTOM OF THE NEXT UPSTREAM DAM. HAUL ROAD&STAGING AREA
<br /> D.WHERE POSSIBLE,NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL.o
<br /> AND REASONABLE MEANS OF CONTROLLING AIR POLLUTION,INCLUDING DUST.DUST CAN BE ROCK CHECK DAM
<br /> CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY LEAVE 4. CONSTRUCT TEMPORARY STORM DRAIN PIPES AND TEMPORARY DISPERSAL TRENCH. - �_
<br /> a E.AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL THE SITE,AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. 5. CLEAR AND GRUB THE SITE.ANY STOCKPILING OF SOILS MAY REQUIRE COVERING WITH / ^ WETLANDINTERCEPTOR DITCH WITH
<br /> N FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING CLEAR PLASTIC SHEETING TO HAVE IMMEDIATE PROTECTION FROM RAIN. /////� ROCK CHECK DAMS
<br /> CONSTRUCTION VEHICLE TRACK-OUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF .
<br /> s 6 INSTALL SPLIT RAIL FENCE EROSION/SEDIMENT CONTROL. TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OF THE PUGET ___375----- PROPOSED FINISH GRADE _ — — — LIMITS OF CLEARING/DISTURBANCE
<br /> a F.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED IN A SATISFACTORY SOUND AIR POLLUTION CONTROL AGENCY. 7. BEGIN GRADING SITE.REVISE INTERCEPTOR REQUIRED.DITCHS AS NECESSARY.
<br /> `z 8. INSTALL PERMANENTAIN STRUCTURES WHEN ------..�o-" EXISTING CONTOUR —x x— ORANGE CONSTRUCTION FENCE
<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 9. INSTALL SEEDING AND PLANTING.
<br /> DRAINAGE FACILITIES ARE OPERATIONAL,AND THE POTENTIAL FOR EROSION HAS PASSED. EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL 10. WI-EN SITE IS PERMANENTLY STABILIZED REMOVE ALL TEMPORARY SEDIMENT AND EROSION o o SILT FENCE > SD < STORM DRAIN PIPE
<br /> SIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATONS). CONTROL DEVICES.
<br /> ❑ ❑ SPLIT RAIL FENCE i -- ,,...I TEMPORARY PERIMETER DIKE
<br /> z
<br /> -r, .y .,.e x.xrr, -'w 3"a`ans.:`..,: "--mmi.4.,.z,-,r, � c,-.�rr,..zo",,.,a:..,...5.... .,.._smtz::� y.-.,..t.4.taez at.L1>::w: a.w.m44(1./a.�.,7z:
<br /> No. Date By Revision Description oeaipned sr: Iseue Data 44,
<br /> �gF F REY 4 �4�
<br /> I
<br /> m 02/14/06 PACLAND ISSUE FOR RENEW STP 02/14/06 4`�g��•P' 2a C32-1 INTERAIR
<br /> 2 7/11/O6 PACLAND RESUBMITTAL Dra By EROSION AND SEDIMENTATION
<br /> PERMIT ,
<br /> r 8/15/06 PACLAND ISSUE FOR PERMIT JKG � � , , COMMERCE CENTER CONTROL PLAN PHASE II SOUTH D-1.3
<br /> ,rr�
<br /> 3 `'"�`°dB'` Project No..
<br /> ,0„. `�`� 1�5SE6thS. T(4z5)45�01 EVERETT, WASHINGTON
<br /> I PJM 2005024.003 Suite720 F(4 s)453 8208
<br /> I exPws u/s/ I Belem,WA 98004 www8wiwomn
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