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<br /> Fm'l SE1/4 SW1/4 SEC.34,TWP.29 N., RGE.4 E.,W.M. SWPPP NOTES N
<br /> pSpHALt PARKWG ARFI' 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL rn m ro
<br /> m n / OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS,
<br /> CHANNELS,RETENTION FACILITIES, UTILITIES).
<br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
<br /> UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
<br /> m < ?, ASPHA ul CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
<br /> Q• r" I °"P /° 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE
<br /> FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED
<br /> r CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR
<br /> N... / °"P 1 69 FOR THE DURATION OF CONSTRUCTION.
<br /> TBM-A FCL �p1+ 490' 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING
<br /> ^� MOSSY ASPHALT D"P/ �;\ \ YELLOW AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN
<br /> A SOLID \ WATER O
<br /> DOTA Q RD / CNFN LINK FENCE
<br /> ��STOP / °' u E- £55� n 50 NTHEEESCNTERFACILITIESISHOWNYONTHE DRANAGE 'THISOPLANYARE RADWAS, OTHEOMINMUMPREQUBIRE EATS FORA ANTICPATEEDRSTE x G
<br /> ro F goL� FGL _ _ _ - o CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR 3 m m
<br /> UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE m m
<br /> THE SITE. ¢ N n N p
<br /> NIc4€N �u cy L ® CB 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR a n
<br /> RIM TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. Z
<br /> u /e m H K
<br /> FEC pNP' / Ro °sN 76'iT Ss - iz'Y 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A w w
<br /> -� GRAVEL MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. rn Zi
<br /> pHP s''� - oRNEWA 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A m w w
<br /> FobND "REBAR AND TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. O O
<br /> CAP STAMPED "c&c THE CLEANING w w
<br /> u 354�0 Ft*Tz'iSAT CORNER. OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. C�
<br /> _ e'EAST- 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND o 0 o r
<br /> 6 WEST MUKILr JgNs - --- I` - ��- MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT M M N 0
<br /> PC L ^� -' - CATCH BASIN INLET 4 ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
<br /> EDGE O ,yszzl ND 2 I PROTECTION 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT
<br /> E YELL LT FENCE - _ q.= R AN C2.1 E
<br /> SOUD 9, _si RI .1� I o 3 ILL cle BMP C220 (TYR) TRACKED OFF THE SITE. a M N
<br /> D .1 BMP C233 ,, snw< E)IE=1 ca ai 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES
<br /> / ,- C 17 anoN ,, e" c(swyE=1 1 wr IOR/ I IF THE PROPOSED BMPS FAIL. IF BMPS FAIL AND SEDIMENT-LADEN WATER IS LEAVING THE SITE, IMMEDIATELY
<br /> / P a A / coR ER NOTIFY YOUR PUBLIC WORKS INSPECTOR. a
<br /> ENCE 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN r
<br /> R IS
<br /> ONCON RUCTION 2 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH E o
<br /> # I / ENTRANCE C2.1 SEPTEMBER 30. g
<br /> g a, TrP9 / -uR A"°c,Ra� / 1 BMP C70 13. NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES. &
<br /> ° RIM sT ^' / HANDLE HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER SEPARATELY FROM STORMWATER. z m o a g
<br /> ss 1 '" NE E=13a.1a 18C / wArFR s ME R 14. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINED ON SITE OR READILY
<br /> �1s'OO�( ) 1 INT ••' AFN 0 1 8Oa \ AVAILABLE TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. a it `2
<br /> 15. DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES TO MINIMIZE ¢`� :2
<br /> M1�
<br /> I /� - THE DISCHARGE OF POLLUTANTS. v,
<br /> 1 TRENCH Y a/ i - o 16. PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION 5
<br /> J C2.1 BMP C20 W + b S T PS P RTI F ST D I T T >
<br /> Woop W 36 '' TVP I DE P MT �I aN ROCK CH / A HOUSE 7. N I A L B E N TA L D, A L M E SE S A P RA E IM N
<br /> s1 DAMS SM O �-ts i- VAULT THE ORIFICES SHALL BE PLUGGED UNTIL THE SITE HAS BEEN STABILIZED.
<br /> s #D OJ,�❑ 04 / 7ITY ) 5l _ N
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<br /> �7 - 3'�- Q3 003 ��Z / ^ s\ _ - - OPTION:NO DISTURBANCEN J W op
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<br /> TM.Rso rva„E TarorvaRErv=rvrvErvrxE.EarvEa=xoxmxEa„.aMExomErv..
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<br /> �}S2 AND CAP-AT" / {� / / E3 Fuf W Q
<br /> /R44ER / / OPTION:IMPORTED TOPSOIL L
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<br /> 6' MIN. LENGTH OF z I VeL
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<br /> EMERGENCY OVERFLOW) / ox / / I OF LINE v POST-CONSTRUCTION SOIL R W
<br /> BMP C240 I� QUALITY AN D DEPTH 202E
<br /> SEE DETAILS42.1 wo- I / m o/ c
<br /> NORTHWEST HOUSE
<br /> CORNER IS 1.8' m x / I \ OPTION STOCKPILE EXISTING TOPSOIL
<br /> ,1NEST OF LINE / p R
<br /> AROEO N 4801 I / �M\1�J1ulyll
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<br /> HOUSE per. . .i /! LL
<br /> -1 CORNER IS \ .W\ �� / RN
<br /> O.z' wEST,0F 1.. 6_ 1 \�W W tANB \ 23+00 o.a'x o / 1 Eom.aErw�n,�xrREE.Ro,ER�orv�xE. 1-1-EEEI x11-P-E- oro;`LL aRf 0
<br /> /LINE D T SFw \ NCRE IS N E ' ' m y
<br /> $ ; ',� \.� /M -As `NwR- .� gOARo FE FENCE IS OPTION:AMEND EXISTING TOPSOIL s.lEIE rvEorx.ER,1 � `„l-A ExfEx"Emx of„x�f'"„°
<br /> 1 _LE ou�ls�� aR�E:I''
<br /> 0 SOUTH OF Q FOUND 7/2'" NORTH FACE LINE I msxr,sx.,,Rs<msxxsow,rH
<br /> wy W y/ A ED' BUILDING IS 1.3' mR+rosruo.scRixso xf,aw.
<br /> \ / \y r✓ 7 0.2 / REtE WAL USE >xm SOUTH OF LINE roxrzry cEo soun,fasoxonxic ry x< fEownarzx ownmc
<br /> 0.5 SOUTH CONC Ho o `O
<br /> 1 \ \ A �oEol PA
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<br /> �rn \ 7$a"j 10 sx oroacnxic c[Rocxs uRcsRTxaxfixcx
<br /> � G _� may.,REE Roo,foRaf rnu,cxoxsroa>Rso purr. oiamfrzR.
<br /> \ FENCE S ON L ,..l .
<br /> INE � �§MON I I ocrsRmixso R..Hs sxsixssR.
<br /> o NOS ZQ
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<br /> F vI \ CLEARING & N WALL FALLS NE CONCRETE wau R,q, E
<br /> GRADING LIMITS _ / sourH of LINE Faus 0.8' I EVERETT oxs�
<br /> -.I FENCE IS ON / SOUTH OF LINE xa Hss `wnex na.ox oePAx�x
<br /> �a \ (TYP) z FENCE FEf OE� LINE CYCLONE FENCE I 1 rRore xx:xx_ BAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> ON TOP CENTER
<br /> CORNER ON g1ED goARD FOUND 1/2' WALL N P POST CONSTRUCTION SOIL xf2O3 IF NOT ONE INCH ON THIS SHEET,
<br /> pG LINE DIIp,PID I REBAR AND CAP 4 QUAUTYAND DEPTH ADJUST SCALES ACCORDINGLY
<br /> S \ \ STAMPED "C&C
<br /> x ) 18077"Ar AS SHOWN 9 P6E22
<br /> INTERIOR CORNER. .3 / /
<br /> DESIGNED BY:I CHECKED BY:
<br /> FOUND 1/2" PACE PROJECT N0. 21586
<br /> / DEBAR AND CAP 51 0 1 G 0 40
<br /> r�O `P° i -�� 18O77"AT CCPEDORNER // OE �OTW�TER HOR Z. ScQ n Feet CALL BEFORE
<br /> � � �� Rp AA of 4,Op0. YOUD D�G�8111� REVI122-001 SHEET �'2.0
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