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<br /> I , , . • ,• ' _ "'"' / . , ' 1 ' ,, . ,.,,,
<br /> \ ,: •. .,. -:-s LIMITS OF .. ,,,, .-- - -r --. - - - - - - -- - - --
<br /> ��j'•. " � DISTURBANCE(TYP.)` I; SDMNiTYPE II,48' TEMPORARY PERIMETER DIKE® - - .NORTHEAST-OUTFACE
<br /> a RM--342:74 CITY OF EVERETT �.' 35 if 12 SDM TYPE II 48 E6"SHIFT D-t:5 FOR,
<br /> z I< IE-=:327.30 SILT FENCE, 2 --PUBLIC WORKS STANDARD
<br /> DESIGN
<br /> 35 EF%^ RIM N 350 6 -
<br /> CPEP
<br /> 'r ( w' NORTHWEST OUTFALL - E=338:0 o m SEE CITY'OF EVERETT PUBLIC' D-t.3 DETAIL NUMBER 207(TYP.) 25 LF 12"CPEP®2% SDMH C TYPE.II,54"
<br /> 1 I SEE SHEET D I,5 FOR WORKS STANDARD TAIL ) 2:1 FILL SLOPE TO MAINTAIN q ONTROL STRUCTURE SEE NOTE Dais
<br /> DETAILED DESIGN SEDIMENT POND THROUGHOUT
<br /> NUMBER.. 2050.(TYP) - GRADING PROCESS. RIM 351.0
<br /> . ✓'� K-__--- > ccr :- ' GRAVEL SCONE RISER IE 339.0 ink
<br /> r -- - - -- _,� ^. PONDC .'S': STANDARD DETAIL NUMBER; 203(TYP.)
<br /> 1 t ;� ,. - - ND EL._342.0 � _ �,: +
<br /> I ..z • +: _ �/ -�--•. SEE SHEET C 20 FOR
<br /> . r 1 .... •
<br /> !: - r MIN:PONDFVOLUME 1 11,886 CF _ �-• •-� _ • /
<br /> ._.; t1 _ ._.. ' 96 LF 12 CPEP - _ i
<br /> SDMH B i ®- TCO, IcJ!r32!
<br /> CTURETt NVEYANCE
<br /> I 4 . .; h��, ,
<br /> I I DETAIL NUMBER 207(TYP) �® ., ��45F 12' CPEP - i {.5%._ \`r `�.- - IE 328.00 ® - �� Y \` "
<br /> } SILTFENCE ® �( k, SEE CITY OF EVERETT PUBLIC WORKS '® " ` 'SEE CITY.OF EVERETT .- EMERGENCYOVERFLOW ��� 7 STANDARD DEPAIL NUMBER 2C3(TYP.) • EXISTING CLEARING .' f PUBLIC WORKS STANDARD ®�
<br /> INTERCEP_TORDITCH ,� - I LIMITS 1S
<br /> DETAIL NUMBER 205A(TYP.) .2
<br /> •i . ,... ..., ,
<br /> rs E EROSION CONTROL SLOPE -%` SEDIMENT POND POND THROUGHOUTLL SLOPE TO I RF gUFF�\P \ \
<br /> ? I". PROTECTION(TYP.) �• GRADING PROCESS.
<br /> N
<br /> RELOCATE NEW SILT •
<br /> --- .. -" y� I FENCE 70 MATCH • • if
<br /> ?1 INTERCEPTOR DITCH WITH ROCK CHECK DAM .� 1"1 �� •� EXTENDED GRADING,: `
<br /> SEE CITY OF EVERETT PUBLIC WORKS �� / j "' • _- LIMITS(TYP.) • �,,, �'
<br /> • _ .1
<br /> • STANDARD DETAIL NUMBER 2108(TYP.) - -�� so / :PI, I I'INTERCEPTOR DITCH WITH ROCK CHECK M 1e
<br /> t�, ;; irk ` " �� -- �, 1z TEMPORARY DOWNDRAIN STRUCTURE Ai,:
<br /> SEE CITY OF EVERETT PUBLIC WORKSK DAM® .......
<br /> - -- - STANDARD DETAIL NUMBER 2108(,TYP.),
<br /> I I - - - - }t. SEE CITY OF EVERETT PUBLIC 1111
<br /> \\\ i •
<br /> 1 -
<br /> TOND B WORKS STANDARD DETAIL }I ;I
<br /> TOP OF POND EL -334.0
<br /> r SPLIT RAIL 2 - \ , - NUMBER 209. I TEMPORARY PERIMETER as I' i D-t.a BOTTYOM OF POND EL,.=328.0 --'' \ -:. I I DIKE®` -` LIMITS OF
<br /> FENCE(TYP.) ( SEE CITY OF EVERETT LSTANDARD
<br /> MIN:POND VOLUME 17,524 CF .- .--- __ IC WORKS ST RD ® 75 DISTURBANCE(TIP.)
<br /> ,--` - - - - --- - - - - -
<br /> •' v T DETAIL NUMBER 207(TYP. RESIDENTIAL P
<br /> I ,,+ ; I - r�,+�. BUFFER I :;
<br /> :TYP,
<br /> I1�,t�`�\\11• 1\ I .,_ I TEMPORARY INLET PROTECTION'®- 7/r y 'I;
<br /> I TEMPORARY PERIMETER DIKE ® - I SEE CITY OF EVERETT PUBLIC f
<br /> I .
<br /> ++ I SEE CITY OF EVERETT WORKS STANDARD DETAIL. / / -) • .STORM CONVEYANCE SYSTEM
<br /> •
<br /> PUBLIC WORKS STANDARD \ ___ NUMBER 213(TIP.) OUTFACE SEE SHEETS C-2,0 AND C-2.1
<br /> \;, ri_i ` + +,'. TOP OF STEEP DETAIL NUMB -207 TYP. - ..j• EROSION CONTROL - /� , ,,! ``!
<br /> `- 1x I SLOPE.TYP ) _ - \ .. ;;'54 LF.i2"CPEP /7 .• �`_
<br /> ' Ix +`- 1 t' (TYP) - SLOPE PROTECTION .. .
<br /> \ \\-T; TEMPORARY D_AYLNGHT S" ,�;::.�` I (TYP,) ®1.8% { I "" I1 !
<br /> �` � IE 344.38 ) y�l - - I r
<br /> WESTERN OUTFAL!PiPE; �: ;' •, t
<br /> SEE SHEET D-1,6 FORS, �. ,ti\ ,� _ OUTFACE \ r _ I -;r �r� 7,t ,SILT FENCEillk
<br /> CONTINUATION • " aQ - ▪ - -
<br /> y ;- .\\ 62 LF•12'CPEP j _ _ _ _ _ -�� -�"(r�,?'ff t r!r. SEE CITY OF EVERETT PUBLIC
<br /> /C ▪ _ _ WORKS STANDARD DETAIL
<br /> \ ®= 1%MIN. ' • xF
<br /> - �`- • ' � STORM-CONVEYANCE SYSTEM.SEE 'el _�_ "-----__- =_ }� ,�,= liJ r f, NUMBER 205A(TYP.)
<br /> SHEETS C-2A AND C-2.1 '� - � )
<br /> EE SHEET D=1.3 _ "'e•_ :
<br /> , �.. - ' - .� �a 7.•-- -..'-.�� -:tee l� - _-.-r .. / �
<br /> v iIATCHLINE = '__ te r, _ • _ '�►.
<br /> INOTE SEE SHEET D-1.4^FOR NOTES AND DETAILS
<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 D-1.8. SEE SHEET D-1.5 FOR NE AND NW OUTFALL PLAN CALL 48 HOURS 5
<br /> GRAPHIC SCALE
<br /> CITY OF EVERETT TESC STANDARD NOTES: SEE SHEET D-1.6 FOR WEST OUTFALL PLAN BEFORE YOU DIG °° NO
<br /> A.ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION 1-800-424-5555 � xu
<br /> I
<br /> 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 1 inch= 50 +t.
<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. SEE SHEET D-1.7 AND D-1.8 FOR C.O.E. DETAILS I IN FEET)
<br /> '
<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 PHASE 2 CONSTRUCTION SEQUENCE LEGEND
<br /> SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. EROSION CONTROL PROTECTION
<br /> LOCATION OF PERMANENT PIPES,RESTRICTORS,OR DETENTION FACILITIES; BUT IS AN 1. INSPECT EROSION CONTROL FACILITIES PRIOR TO GRUBBING THE SITE TO VERIFY THE
<br /> B.ALL PERIMITER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,OPERATIONAL AND INSPECTED APPROVAL OF EROSION AND SEDIMENT CONTROL BMPs ONLY. ADEQUACY OF THE PREVOUSLY INSTALLED EROSION CONTROL MEASURES.REPLACE OR SEE NOTE 5,D-2.0 AND D-2.1 RIP RAP PAD(10'x10'x12")
<br /> ENERGY DISSIPATOR
<br /> BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. MAINTAIN AS NECESSARY. _ CONSTRUCTION ENTRANCE
<br /> I. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM 2. INSTALL NORTHEAST,NORTHWEST AND WEST OUTFALL PIPES AS SHOWN. €:,° ❑ TEMPORARY INLET PROTECTION
<br /> w C.DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT 3. CONSTRUCT SEDIMENT PONDS AND INTERCEPTOR DITCHS.INTERCEPTOR DITCHS ARE TO
<br /> o AND PUBLIC WORKS INSPECTOR.NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM IN ALL WORK ON THE SITE BEING STOPPED. TEMPORARY GRAVEL CONE RISER
<br /> SLOPE TOWARD SEDIMENT PONDS WITH GRAVEL CHECK DAMS SPACED SUCH THAT THE TOP a F'' - HAUL ROAD&STAGING AREA
<br /> THE APPROPRIATE PARTIES. 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. F ' - ROCK CHECK DAM
<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 4. CONSTRUCT TEMPORARY STORM DRAIN PIPES AND TEMPORARY DISPERSAL TRENCH.
<br /> 5. CLEAR AND GRUB THE SITE.ANY STOCKPILING OF SOILS MAY REQUIRE COVERING WITH V////�I WETLAND - - INTERCEPTOR DITCH WITH
<br /> a E.AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE,THE EROSION CONTROL CONTROLLED AND INSTALLING VETTING EXPOSED SOILS,WASHING TRUCK WHEELS BEFORE THEY LEAVE CLEAR PLASTIC SHEETING TO HAVE IMMEDIATE PROTECTION FROM RAIN. I/////,I ROCK CHECK DAMS
<br /> THE SITE, AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. 6. INSTALL SPLIT RAIL FENCE
<br /> o FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING CONSTRUCTION VEHICLE TRACK-OUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF :.------ PROPOSED FINISH GRADE - LIMITS OF CLEARING/DISTURBANCE
<br /> EROSION SEDIMENT CONTROL. 7. BEGIN GRADING SITE. REVISE INTERCEPTOR DITCHS AS NECESSARY. - "'r.
<br /> / TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OF THE PUGET
<br /> w F.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED IN A SATISFACTORY SOUND AIR POLLUTION CONTROL AGENCY. 8. INSTALL PERMANENT STRUCTURES WHEN REQUIRED. -- - EXISTING CONTOUR x x- ORANGE CONSTRUCTION FENCE
<br /> 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. a o SILT FENCE > SD < STORM DRAIN PIPE
<br /> 10. WHEN SITE IS PERMANENTLY STABILIZED REMOVE ALL TEMPORARY SEDIMENT AND EROSION
<br /> DRAINAGE FACILITIES ARE OPERATIONAL,AND THE POTENTIAL FOR EROSION HAS PASSED. EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL CONTROL DEVICES.
<br /> oSIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). 0 ❑ SPLIT RAIL FENCE I-- -=I TEMPORARY PERIMETER DIKE
<br /> --- * u" '".£ ag.,. .,:,;s v.,,-u Sig:-.. - :.,`3'i. "&P.`-•ems FX.0,ws'; :, ::il,-?.. e" sz�..E.. .TZ.€, "ii'Mrwu',1M., .7iTZ. ,,I..6. "y s ,.v:-XZ
<br /> No. ..Date , By Revision Description neegnedBy: ism;Date, ' FFRer�
<br /> m 02/14/06 PACLAND ISSUED FOR REVIEW STP 02/14/06 4��''p4 'p`4��a a'
<br /> 2 7 T1/O6 PACLAND RESUBMITTAL Drawn sr C32-1 INTERAIR EROSION AND SEDIMENTATION
<br /> PERMIT 'r ''
<br /> 8/15/06 PACLAND ISSUE FOR PERMIT JKG r , 1 COMMERCE CENTER D-1.2
<br /> �"� CONTROL PLAN PHASE II NORTH
<br /> Checked Br, Pro)eet No. b,, zc,srot'
<br /> / -stout Os 11235 SE 6th St. T(425)453.9501 EVERETT, WASHINGTON
<br /> 3 PJM - 2005024.003 " Suite720 F(425)453.8208
<br /> EXPIRES�lz5/ I Bellevue,WA 96004 wwwAnd vo.00M
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