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SW 1/4, NE 1/4, SEC. 23, T.28 N., R.4 E., W.M.
<br />CITY OFEVERETT, WASHINGTON
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<br />sue\ / FENCE 0.1 '(E) \
<br />- AT CORNER \
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<br />�°�•F�. \\ j LOT 1 / \\
<br />FOUND REBAR, NO CAP 1 - REIW4IN
<br />1.1'(S) & 0.6'(W) of 1 _ (ro ) / LOT
<br />CORNER. FENCE 0.2'(N) FOUND REBAR W/CAP STAMPED \\
<br />AT CORNER J + F��J� �/r4� :: 0 �l \ 28067 METRON AT CORNER. \
<br />END FENCE 0.2'(S) ) ( �h y�Pk,`/ HOUSE��i,,, 1V.E� \Y FENCE INT. 1.6 (N) & 1.0 (E) \ \
<br />OF PROPERTY LINE \ ! \ \ S�� _ (To OF CORNER \
<br />FOUND REBAR W CAP STAMPED \ \ •. , ..: U,'� (`r0 REMAIN) REMAIN) J �1, ) \ \
<br />"28067 METRON" AT CORNER. l / \ \� :,'.' 4 a /� �C�� 1.6
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<br />FENCE INT. 0.1 '(N) & 0.1 '(E) \ \ ` , \ / V \ \ CONCRETE l(U� / / I
<br />OF CORNER ti9 • . • �\ \ ' (r0 REMAIN) \ REM�41N),
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<br />LOT 7 SNO. CO.
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<br />STAMPED "28067 /
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<br />GUESS U TY SEMENT \
<br />� \ \ \� L V F. 21 0 41 �LOT O A V v � - END WOOD FENCE 1. 9 (E)
<br />/ \ � 91WA ,��1 j \ \ . OF PROPERTY LINE
<br />\ 4/ / - / \ \ J 'X 1 / �" ��"" <> , F, / / �'�END WOOD FENCE
<br />I / \ J0' R�5 < / \ /2.1 '(E) OF PROPERTY
<br />p6 LINE
<br />0 0 ~� < 5� FOUND REBAR WICAP
<br />\ I l �sg��N Voh s
<br />STAMPED "28067
<br />L O T 4 1 �,_ i \ //// V A o METRON" L O T 0
<br />END WALL 0.2'
<br />OF PROPERTY LINE
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<br />•
<br />Know what's below.
<br />Call before you dig.
<br />UTILITY CONFLICT NOTE:-
<br />LOT 5
<br />LOT 6
<br />BLOCK 3
<br />PLAT OF
<br />RANCHO INTERCITY
<br />VOL. 12, PC. 46
<br />FOUND CASED CONC. MON.
<br />W/2" BRASS DISK & PUNCH.
<br />DOWN 0.6'. VISITED 7-16-21
<br />Uf m/m=54d.3y \ /
<br />IE 12" CPP(N=545.99
<br />IE 12" CPP(Ej=545.99 /
<br />/EX. A � 50
<br />CB RIM=548.54 F_N_ � Z /
<br />� CA\ / ' 6'' / ` / / <' \ > IE 12" CPP(W)=545.44
<br />i IE 12" CPP(S)=545.54
<br />PROPOSED-\�, � / �\ / �
<br />WALL s� � � ems. � � / le/ / V � . / FOUND REBAR W/CAP 5/
<br />STAMPED "28067
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<br />\ o \ / 1 / \ NON PROPERTY LINE / O I /
<br />LOT •3 / A o�- A // // \ \ \., v / �� �xpp / S �� 00552300400604
<br />�V A � V / / \ V 1 � /
<br />/ I� '�� �� \\ L LOT 1 \ �� �� \ / SS RIM=5 .87
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<br />L 0 T 7 / \ /IE 12" PVC(E)=536.92
<br />\ / 1 � �% // / i / c�0 IE 12" PVC(W)=536.82
<br />et C)�rSNOCO. LA
<br />o ' ' / �. L / �f i _
<br />SHORT PLAT \ � �,_ � _` R _ - � -`I � / \ \ / CB RIM-547.32
<br />A. E #9B010B5002 \ j� J r 4'_ \ / / \ " _
<br />�` \\ IE 12 DI(W =544.42
<br />IE 12" DI(E)=544.52
<br />\ w \1000,
<br />� \ - 43- / �, \ _ _ / ,�� CB RIM=545.97 \
<br />i \ �\ \ IE 12 CPP N 542.97
<br />1 / `\ IN. - - IE 12" DI(S)=543.07 \\
<br />END WALL 1.0'(E) \ Oleo / / \ / , / CB RIM=545.99
<br />i 10,OF PROPERTY LINE \ \ / 1 _ / �F �O �1 `\ / IE 12 DIN=543.29
<br />IE 12" DI(E)=543.39
<br />\ \ \ J �' B RIM=546.53
<br />END WALL 1.O'(E) \ \ \ , \ �� IE 1,2" CPP(W)=542.33 00552300400702
<br />OF PROPERTY LINE \ \ LOT 2 "� �� IE 12`l CPP(E)=542.43
<br />IE 12" �RP(S)=542.33
<br />6
<br />'� \ �5' l'a►�� _,� _ / EX.WM (IBR)3.8
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<br />co_ �� 0 A \
<br />/ ,.fi / ���x FOUND REBAR W/CAP STAMPED \
<br />LOT 2 �, \ , ` / I / "28067 METRON" AT CORNER \
<br />CB RIM=543.49 00552300400800
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<br />IE 12- CPP(W)=538.59
<br />4.3' TEMP. D REBAR /C / IE 12 CPP(E)=538.89
<br />i /CONSTRUCTION I / \ jr, 12" CPP S -538 69
<br />CAUTION.•
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />i
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<br />C �o ^ _STA ED AT 06�ERL
<br />/ CB RIA1 542.93
<br />i 1.5'� '� LOT 1 cr_J / IE 12" CPP(N) =540.63
<br />/EX. SSMH RIM=541.21\
<br />TESC POND \ \ J . - �� /C '�o / 1 / IE 12.E PVC W =529.41 \ \
<br />LOT 1 \ \\ /� / .� o { • } IE 12 PVC(E)=529.51 \
<br />�� 1� p "`MMM"' \ - �EX. RAMP IE 8" PVC(S)=530.00 \
<br />DEDICATION Ole
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<br />792 SF \ � s s ��CB RIM=541.02 \
<br />\ IE 12 RCP(W)=537.92 \
<br />FOUND RE&_ � / � : � \
<br />„ IE 12 RCP(S)=538.02 �
<br />STAMPED 10424 2.6 (N)� I CB RIM=540.52
<br />& 0.9'(E) OF CORNER EX.WM l c)
<br />/ o IE 12" RCP(NW)=538.42
<br />/ (►BR) y \ "so IE 8" RCP(SW)=538.82
<br />CB RIM=540.27
<br />EX. RAMP \\ IE 8" RCP(NE)=538.77
<br />IX'FH 00552200400900
<br />/ (TO BE RELOWED TO
<br />S BACK OF SIDEWALK)
<br />�1 \ CB RIM=5-
<br />�� IE 12 CPP(N)=536.04
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<br />CB RIM=539.53
<br />IE 12" CPP(W)=534.73
<br />CB RIM=534.86 1 i\ / IE 12" CPP E=534.83
<br />IE 12- RCP(NE)=531.16 IE 12" CPP(S)=534.73
<br />IE 12 RCP(SE)=531.16�Q \ / CB RIM=538.01
<br />IE 12" RCP(SW)=531.16 pR � \ IE 12 RCP NE=535.61 00552300401000
<br />/SSMH RIM=537.67 \\ IE 12" RCP(SW)=535.61
<br />/
<br />IE 8 PVC NE=526.52 \\
<br />pp / IE 8" PVC(SE)=526.52
<br />CB RIM=534.39 �,pk� , / IE 8" PVC(SW)=426.42 \\
<br />IE 12" CPP(NW)=531.79 \
<br />z � \
<br />/ 00552300401101 \
<br />CB RIM=535.13 \
<br />/ \ IE 12" RCP(NE)=532.43 \
<br />� IE 12" RCP(SE)=532.43 \
<br />\� IE 12" RCP(SW)=532.43 \
<br />\ 1
<br />00552300400603
<br />SCALE: I " = 30'
<br />30 60 0 30 60
<br />THE 13 ELEMENTS OF SWPPP BMP
<br />ELEMENT 11 - MARK CLEARING LIMITS:
<br />LIMIT OF CONSTRUCTION ARE CLEARLY MARKED.
<br />ELEMENT 12 - ESTABLISH CONSTRUCTION ACCESS:
<br />A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN.
<br />ELEMENT #3 - CONTROL FLOW RATES:
<br />A SEDIMENT POND IS PROPOSED.
<br />ELEMENT 14 - INSTALL SEDIMENT CONTROLS.
<br />SILT FENCE, INLET PROTECTION, MULCH, INTERCEPTOR SWALES AND
<br />SEDIMENT POND ARE PROPOSED.
<br />ELEMENT 15 - STABILIZE SOILS:
<br />SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND
<br />SEEDS.
<br />ELEMENT 16 - PROTECT SLOPES:
<br />SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND SEEDS.
<br />ELEMENT 17- PROTECT DRAIN INLETS.
<br />INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS.
<br />ELEMENT18 - STABILIZE CHANNELS AND OUTLETS:
<br />OUTLET PROTECTIONS ARE PROPOSED.
<br />ELEMENT 19 - CONTROL POLLUTANTS.
<br />ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT
<br />STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO
<br />DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS
<br />AND PREVENT LEAKS OF SPILLS.
<br />ELEMENT 110 - CONTROL DEWATERING:
<br />THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION
<br />PROJECT.
<br />ELEMENT # 11- MAINTAIN BMP's:
<br />ALL TEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED.
<br />ELEMENT 112 - MANAGE THE PROJECT.
<br />THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION
<br />OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN
<br />SEDIMENT CONTROL.
<br />ELEMENT # 13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMP'S
<br />FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: N/A
<br />1. CESCL CONTACT INFORMATION MUST BE SUBMITTED TO
<br />CITY INSPECTOR PRIOR TO ANY WORK.
<br />2. CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND
<br />DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST
<br />SUPPRESSION AND STREET CLEANING MUST OCCUR AS
<br />DIRECTED BY PUBLIC WORKS INSPECTOR.
<br />J. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30
<br />DAYS OF COMPLETION OF CONSTRUCTION. IF RESEEDING
<br />IS NOT PRATICAL DUE TO WEATHER OR SEASONAL
<br />PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH
<br />AS DIRECTED BY THE CITY ENGINEER.
<br />4. TEMPORARY EROSION CONTROL MEASURES FOR
<br />CONSTRUCTION ACTIVITY MUST BE OPERATIONAL PRIOR TO
<br />COMMENCEMENT OF ANY CLEARING OR EARTHWORK.
<br />5. ALL ACCESS ROADS AND DRIVEWAYS SHALL HAVE A
<br />MAXIMUM GRADE OF 15% TO MEET TRAFFIC STANDARDS.
<br />SEDIMENT POND
<br />INFLOW (10 YR/24 HR)
<br />0.45 cfs
<br />SURFACE REQ'D
<br />938 SF
<br />POND TOP ELEV
<br />EL=458
<br />POND BOTTOM ELEV
<br />EL=454.5
<br />EMERGENCY OVERFLOW
<br />SPILLWAY ELEV=
<br />EL=457 (L=6')
<br />SURFACE AREA PROVIDED
<br />975 SF
<br />CONSTRUCTIONSEQUEYCE
<br />1. PRIOR TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL
<br />SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE
<br />CITY OF EVERETT INSPECTION UNIT AND EROSION CONTROL SPECIALIST.
<br />2. FLAG CLEARING LIMITS AND INSTALL SILT FENCE AS SHOWN.
<br />3. INSTALL ROCK CONSTRUCTION ENTRANCE.
<br />4. CLEAR AND GRUB ROAD AREAS, AND STOCKPILE AREAS. CONSTRUCT
<br />SEDIMENT POND INSTALL TEMPORARY EROSION CONTROL BMP's SUCH
<br />AS INTERCEPTOR TRENCHES, CHECK DAMS, ETC. AND DIRECT RUNOFF
<br />TO THE SEDIMENT POND.
<br />5. GRADE AND STABILIZE ROAD WITH GRAVEL BASE. COVER EXPOSED
<br />SOILS WITH MULCH, HOG FUEL OR HYDROSEED.
<br />6. CONSTRUCT WATER AND STORM UTILITIES. INSTALL GAS, POWER,
<br />TELEPHONE AND CABLE UTILITIES, AS REQUIRED.
<br />7. PLACE AND POUR CURBS AND GUTTERS.
<br />8. PAVE ROADS WITH ATB AND PLACE DETENTION SYSTEM INTO FULL
<br />OPERATION.
<br />9. HYDROSEED REMAINING EXPOSED SOILS AND STABILIZE PROJECT.
<br />10. FLUSH STORM DRAINAGE SYSTEM AND REMOVED SEDIMENTATION IN
<br />ALL CATCH BASINS AND THE VAULT.
<br />11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED
<br />WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR
<br />AFTER THE TEMPORARY BMP's ARE NO LONGER NEEDED. TRAPPED
<br />SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED
<br />SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY
<br />STABILIZED.
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