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<br />CITY OF EVE COUNTY,
<br />WASHINGTON]
<br />NOTES
<br />1. STABILIZED CONSTRUCTION ENTRANCE SHILL
<br />MEET THE REQUIREMENTS OF WSUQT STANDARD
<br />SPECIFICATION 55CTION 8-01.3(7):
<br />INSTALL DRIVEWAY CULVERT
<br />IF THERE IS A ROADSIDE DITCH
<br />PRESENT
<br />mmimmumm
<br />PERMEABLE BALLAST TYPICAL SEE
<br />STANDARD SPECIFICATION
<br />SECTION 9 03.9(2)
<br />LENGTH AS REQUIRED TIRED 1001 t'
<br />MAY BE REDUCED TO 50` MI
<br />SITES WITH LESS THAN ONE;.
<br />OF EXPOSED SOIL OR APPRE
<br />2
<br />' MIN.
<br />DIKE, N!`—, T E_ IAL
<br />r'omp.-TEp 'ro
<br />PROCTOR
<br />IMIN.
<br />VARIES
<br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL
<br />STABILIZATION FROM THE EDGE OF THE EXISTING d PROVIDE FULL WIDTH OF
<br />ROADWAY TO THE CONSTRUCTION ENTRANCE, � � RAG; OIL ROCK
<br />O9 � �
<br />INGRESS/EGRESS ���ss/E��ESs AREA �
<br />IL AS DIRECTED BY THE VA INFER OO�`� OM — � 1 ��� �c
<br />15' IvldN LEVEL � "� � ,' � 2 L = THE DISTANCE SUCH THAT POINTS ARE OF AL L
<br />{It�I.
<br />j 1 A' B U ELEVATION
<br />V
<br />ISOMETRICa�Il,,r} .*q4 _ l€I 1i5,. J Eli; ` ' ROCK SIZE APPROPRIATE
<br />WSDO�.T STD PLAN I-80.II-02 ACCEPTABLE SUBSTITUTE t 4laYAila 11 I , FOEEXPECTEDF LO1013
<br />CONSTRUCTION
<br />a qdqENTRANCE
<br />INTERCEPTOR SWLF ,3PAQINQ 50' - 3Q E, 31f
<br />A ;0115 PUBLIC WORKS DEPARTMENT DEPENDING ON St - PE I-I.0 - SPACING BETWEEN
<br />CHECK DAM
<br />rndalt y
<br />rnF�Y~u'�Sw55 h�'.vTHk3i C-R:frF/YJI ✓IFAili ,N1LHF€FA' E31{: 04/03/2017
<br />� C 9 y Al.�l Aor 14 4r �EPA ALAlslI401
<br />{� J
<br />�p
<br />s
<br />CONSTRUCTION ACCESS
<br />MIN.
<br />CONSTRUCTION ENTRANCE AND EXIT 2
<br />E R�C �EP �TO�R �Sl I C�H �EC�K �DA
<br />- -
<br />NOT TO SCALE PER DOE BMP C105 COE STD DWG #201 NOT TO SCALE _ PER DOE BMP C200 (3
<br />ADAPTER SKIRT
<br />RETRIEVAL STRAP
<br />36"_
<br />J"
<br />2`
<br />_
<br />5" MAX
<br />_
<br />OVERFLOW�b��u�
<br />GE®TEXTILE,
<br />;
<br />e
<br />(TO BYPASS
<br />;_tlg[
<br />FABRIC
<br />PEAK STORM,
<br />�
<br />VOLUMES )
<br />�
<br />� �
<br />�J ��� ��� ' �" �
<br />� � INLET/OUT FALL PIPE
<br />24
<br />=x
<br />>_ , w.
<br />''.,i r.:r 1 k"`! 3-J.9
<br />,q '+s:..3 ,a. S 9 .:�.J.....
<br />r���
<br />..
<br />�a�
<br />0
<br />�� 0
<br />.>:
<br />CATCH BASIN
<br />NZIMMENEORCALE PER DOE
<br />rO SCALE
<br />Know ,=cbelow.
<br />Call before u dig.
<br />I01mora •;
<br />PLASTIC .,€ ;.Ir.,G NOTES
<br />`I. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE
<br />REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5,
<br />2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR
<br />TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS
<br />SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH
<br />OVERLAP OF ALL SEAMS.
<br />3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN
<br />NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED.
<br />4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE
<br />NEXT SEEDING PERIOD.
<br />5. PLASTIC COVERING SHEET SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO
<br />PREVENT SURFACE WATER FLOW BENEATH SHEETS.
<br />6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS.
<br />SOIL STOCKPILE NOTES
<br />1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE)
<br />DAILY BETWEEN NOVEMBER 1 AND MARCH 31.
<br />2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED.
<br />3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE
<br />SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE
<br />DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING.
<br />4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED
<br />ACCORDING TO THE APPROVED PLAN,
<br />MULCHING TES PER DOE BMP C121
<br />1, MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL
<br />BE APPLIED AT THE RATE OF 2 TONS/ACRE. (MIN. 2" THICK)
<br />2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED
<br />L P
<br />� ® ES GREATER THAN 2 �.1.
<br />3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN
<br />AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON.
<br />4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY
<br />NOVEMBER 1,
<br />T
<br />THE LATEST CITY OF EVERETT DESIGN AND CONSTRUCTION
<br />STANDARDS AND SPECIFICATIONS (DCSS) CAN BE FOUND ONLINE AT
<br />HTTP://EVERETTWA.GOV/1531/DESIGN-CONSTRUCTION-STANDARDS
<br />TACOMA ° SEATTLE ° SP® NE ° TRI-CITIES
<br />14241 NE WOODINVILLE-DUVALL ROAD, SUITE 135
<br />WOODINVILLE, WA 96072
<br />Sheet Tidy:
<br />TESC NOTES AND
<br />DETAILS
<br />D� Checkgg by-
<br />TDW/RKJ TDW/TDS BBB
<br />Sheet No.
<br />DATE: July 24, 2020 FILENAME: Q:\2018\2130309\10oCIV\CAD\2130309-SH-TESC-DETL.dwg
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