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PIN. OF NE 1/4 OF THE SE 1/4 SEC 6, TWP 22 N, RE,E W.M.
<br /> N CITY OF EVERETT DCSS TESC NOTES CONSTRUCTION NOTES ,
<br /> N 1� CONSTRUCTION ACCESS PER COE STD. DWG. 201 ON SHT. C1.10 m
<br /> 1.Approval of this erosion/sedimentation control(ESC)plan does not constitute an approval of permanent road or drainage design(e.g.size
<br /> p and location of roads,pipes,restrictors,channels,retention facilities,utilities). 2❑ TEMPORARY SILT FENCE PER COE STD. DWG. 214 ON SHT, C1.10
<br /> et Z The implementation of these ESC plans and the construction,maintenance,replacement,and upgrading of these ESC facilities is the
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<br /> responsibility of the applicant/contractor until all construction is completed and approved and vegetation/landscaping is established. Q3 STORM DRAIN INLET PROTECTION PER COE STD. DWG. 210 ON SHT. C1.10
<br /> 3.The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction.During the construction
<br /> `y period,no disturbance beyond the flagged clearing limits shall be permitted.The flagging shall be maintained by the applicant/contractor for J
<br /> r d the duration of construction. O G
<br /> t"EXIST. HYDRANT "
<br /> d O 4.The ESC facilities shown on this plan mull be constructed In conjunction with all clearing and grading activities,and in such a manner as to \ �
<br /> jensure that sediment and sediment laden water do not enter the drainage system,roadways,or violate applicable water quality standards. \
<br /> W 3 5.The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions.During the construction period,these \ CONSTRUCTION SEQUENCE
<br /> O d ESC facilities shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment-laden water do not leave \ \ n
<br /> > the site. �` A. CONDUCT PRE-CONSTRUCTION MEETING(IF REQUIRED).
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<br /> (j 6.The ESC facilities shall be inspected routinely and maintained by the applicanticonfractor to ensure their continued functioning,especially ® \\ ` "C B. FLAG OR FENCE CLEARING LIMITS. 0 3
<br /> after storm events. \ __ C. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. U5 g
<br /> 7.The ESC facilities on inactive sites shall bo inspected and maintained a minimum of once a month or within the 48 hours following a major D. GRADE AND INSTALL CONSTRUCTION ENTRANCES w a
<br /> E. INSTALL CATCH BASIN PROTECTION. o
<br /> storm event. cF \ F. CONSTRUCT OUTFALL CONVEYANCE SYSTEM.
<br /> 8.At no time shall more than one foot ofsediment be allowed to accumulate within a trapped catch basin.All catch basins and conveyance \ \ \ G. INSTALL PERIMETER PROTECTION(SILT FENCE, BRUSH BARRIER,ETC.).
<br /> lines shall be cleaned prior to paving.The cleaning operation shall not flush sediment laden water into the downstream system. i0��� \ H. INSTALL BAKER TANKS(IF NEEIIED). ao 0
<br /> 9.Stabilized construction entrances shall be Installed at the beginning of construction and maintained for the duration of the project. 1 \\ \ \ 24"C I. CONSTRUCT SURFACE WATER CONTROLS(INTERCEPTOR DIKES ROCK CHECK DAMS,
<br /> Additional measures maybe required to ensure that all paved areas are kept clean for the duration of the project. \ \ IF REQUIRED)SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT o 0
<br /> 10.The Contractor shall provide periodic stroet cleaning to remove debris and sediment tracked off the site. '\ �` `\\ \ "'C DEVELOPMENT. Z
<br /> 11.Appropriate measures shall be taken to stop sediment from entering surface water bodies if the proposed BMPs fail.If BMPs fail and Sd ��, \ J. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF EVERETT
<br /> STANDARDS AND MANUFACTURERS RECOMMENDATIONS.
<br /> sediment-laden water is leaving the site,immediately notify your Public Works Inspector. -- -
<br /> \ ,ysB`f .4..c K. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT 12.
<br /> 12.Bare and/or disturbed soils shall remain.mcovered and/or unstabilized for no more than 2 days from October 1 through April30,and for ��\ AS SITE CONDITIONS CHANGE, iNE EROSION AND SEDIMENT CONTROL IS ALWAYS P ��f Waspy'y
<br /> no more than 7 days from May 1 through Sei,tember 30. E - ` -- E� IN ACCORDANCE WITH THE CITY TESC MINIMUM REQUIREMENTS. Q��' ac'YG
<br /> 13.Notify the City Public Works Inspector at least 24 hours prior to dewatering activities.Handle highly turbid or otherwise contaminated 10I � gs` ,\ 4SMH 48" L. COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH STRAW, WOOD FIBER c
<br /> dewatering water separately from stormwater. SSMH 45' 2(Typ.T,�35� - 4 RIM 288.27 MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK, OR EQUIVALENT. " r
<br /> RIM 32Z' rF SW 779.8E M. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. m
<br /> 14.The approved project Public Works permit and SWPPP shall be retained on site or readily available to the contractor throughout the Ih Sw.519.99 SS-�/ \ IF Nw 279.2E 'p
<br /> \ N. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. a�
<br /> duration of the construction project If N 379.N4 � r� \ IF SE 279.5E p ry
<br /> IE NF.n9 9.3 53r r y. \ 0. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
<br /> 15.Design,install,implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. SS \ \ AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE.
<br /> 16.Protect all LID BMPs,from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the -S5� "e \ - \ " 1�
<br /> o \ ' �o�S"
<br /> site that drain into the LID BMPs
<br /> irR9 \fro \\ \\ \
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<br /> TREE PROTECTION FENCING(TiP.) 1' ,�'� � \ 2-eve IIM �� �\ ` \��`\ ��.� �` \ \ Z
<br /> BMP C103.
<br /> LIMITS OF DISTURBANCE SHALL NOT
<br /> EXCEED TREE PROTECTION FENCING
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<br /> V'i GENERAL NOTES. _J LU
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<br /> STAGING,,START G,\,\ \ h
<br /> 1 I AMENDED P E DED SOILS SHALL BE APPLIED TO ALL DISTURBED PERVIOUS AREAS.
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<br /> AND AYIJOWN E `
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<br /> F ' r ,I r j 'I� 'il ABMPND�1Yo ,', CLEARING LIMITS SHALL NOTE EXCEED BEYOND TREE PR07EC77ON FENCING. � Y
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<br /> \,' WHEN EXPOSED SOILS ARE DRY TO THE POINT THAT WIND TRANSPORT IS POSSIBLE, 0 z
<br /> 3'\ EXPOSED SOILS SHALL BE SPRAYED UN71L WET BUT RUNOFF SHALL NOT BE GENERATED.
<br /> RIM 360.60 ------
<br /> GE y CONSTRUCTION DRAINAGE CONTROL SHALL BE MAINTAINED BY THE CONTRACTOR AND WILL C-)
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<br /> e Nw 35a.25 \ �� \ \ ¢/ r;/ `,t� 6 `I BE SUBJECT TO PERIODIC INSPECTIONS DURING THE PERIOD FROM APRIL 1 TO OCTOBER Jr
<br /> IC SE 354.40 ' E' `` ` $ \ ,, LLJw
<br /> Bor 352.90 \ �` \ \ \ 6"MAD fA'M S 1 \ 31, ALL DENUDED SOILS MUST BE COVERED WITHIN 15 DAYS; BETWEEN NOVEMBER 1 AND m W w
<br /> ` \ F` 2a 'H 1 �I�`\ \ MARCH 31, ALL DENUDED SOILS MUST BE COVERED WITHIN 12 HOURS. IF AN EROSION
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<br /> �� �', '•c �' `.` , '1 ', , �' \ PROBLEM ALREADY EXISTS ON THE SITE, OTHER COVER PR01ECT70N AND EROSION (, CL
<br /> REQUIRED. Q
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<br /> UNDERGROUND UTILITY NOTE
<br /> � CLIENT
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<br /> RIM 357.6i \\ No �' I `, '�3+ x -''I ' `, `, ' `, ' �\30,c \`I T \ \ UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO
<br /> rE NW 355.01 ` 1'I I �� `- , ,\ GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE, AND
<br /> IE s 355.m - `, \ STEPHANIE AND
<br /> c\ , I ` '1 �` ' \ 1 MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE
<br /> Bor 3s2.91 - } 9 °\ CLIFF ACRE
<br /> j, `,� `, 1 C CROSSING, INTERFERENCES OR CONNEC710NS OCCUR PRIOR TO TRENCHING OR EXCAVATION
<br /> t �'113;ID7 sf ' \` F1, i 'y/ I ` \ \\ FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL 1300 ADMIRALTY WAY
<br /> 1 ICI , 1',o�I'1 -- O \`\ p \\ \\ THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PRO7EC110N OF SAID UNIT J102
<br /> o � FACIL177ES. THE CONTRA
<br /> 1 CTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811.COM) EVERETT,WA 98204
<br /> .1,3 a IRON PIPE
<br /> Ni6'17'0^v"V/- 4.25' \\ AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACIL177ES BEFORE CONSTRUCTION.
<br /> 11 I I II 'I A tL' O
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<br /> R7 -FOUND REBAR/CAP \ \\
<br /> - - "OOVMINC I.S 72345"
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<br /> C ___-_-__- 0.22'S X 0.18'N; i SSMH 6
<br /> 0"IFI RIM 296.2 CNV/290.91
<br /> IC SE 291.05
<br /> \ 1T7'1 I R FOUND RCARINO CAP
<br /> RM 0.0 N X UO2ECY_ oro\
<br /> 1'-20'
<br /> \ 901 35S.p411 v\$I i FOUND 314"IRON PIPC 0 10 20 40
<br /> r +, I 1 r NO6'18'S0"W-3.A8'
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<br /> co._I !^ 3T ) ', �, j of
<br /> RIM 33766
<br /> IE E 355. 8
<br /> lE N 355.78 --dV � "', � ��r i , EASE MAP
<br /> IE S 35. 8"DP
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<br /> BOT 355.48 48 �I � DRAWINGII
<br /> � m MO C I•
<br /> o Know what's below. C1•0
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<br /> Call before you dig. SHEET 3 OF 12
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