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<br /> ` 250 4TH AVE. S.. SUITE 200
<br /> EDIIONDS. WASHINGTON 98020
<br /> RETAINING WALLPHONE (425) 778-8500
<br /> FAX (425) 778-5536
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<br /> 1920 GRAND AVENUE 3 , „ J
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<br /> EVERETT, WA 98201 ) 8j���
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<br /> VICINITY MAP 4 i
<br /> OWNER CONSULTANTS NTS *=PROJECT SITE © • 3
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<br /> BILL MESSNER STRUCTURAL ENGINEER GEOTECHNICAL ENGINEER SURVEYOR _ � � AK
<br /> 1920 GRAND AVE CG ENGINEERING EARTH SOLUTIONS NW PACIFIC COAST SURVEYS
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<br /> EVERETT,WA 98201 250 4TH AVE S,SUITE 200 1805 136TH PL NE PO BOX 13619 I •
<br /> 425.754.7134 EDMONDS,WA 98020 BELLEVUE,WA 98005 MILL CREEK,WA 98082 �SIDIVAL
<br /> CONTACT:BILL MESSNER 425.778.8500 FAX 778.5536 425.284.3300 425.512.7099
<br /> CONTACT: DENNIS TITUS,PE,SE CONTACT:RAYMOND COGLAS,PE CONTACT:DARREN RIDDLE,PS 40,
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<br /> LEGAL DESCRIPTION •� .< m ma• neReoEEw ©x 08/�0/I8
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<br /> LOT 1 OF CITY OF EVERETT SHORT PLAT NO.04-033,RECORDED UNDER SNOHOMISH COUNTY 91 t?j ti.� _ t� tLRB=p7i I DESIGN: SDT
<br /> AUDITOR'S FILE NO.200504085270,SITUATE IN THE COUNTY OF SNOHOMISH,WASHINGTON.
<br /> PARCEL NUMBER III
<br /> DRAWN: ATD
<br /> 00437437202701 'wso►,-. ' ,l#,�;.. CHECK: DMT
<br /> PROPERTY INFORMATION ..'.:.'".:'7r` JOB NO: 18085.10
<br /> TOTAL LOT AREA =16,553 soFT J /// / '"P ¶LI
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<br /> BUILOEIDBUILDING GFOOTPRI OOTPRINT NOT TO RANGE - 1111,
<br /> 4D j/ ,� DATE: 08/30/18
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<br /> TOTAL IMPERVIOUS SURFACE =NOT TO CHANGE � yT
<br /> SCOPE OF WORK �� BUILDING �� 1 `,�/ a m
<br /> STABILIZE SLOPE WI SOLDER PILE WALL&GROUTED TIEBACK ANCHORS.
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<br /> reFILTER FABRIC MATERIAL 36"MIN WIDE 1\/ / • R2
<br /> ROLLS.USE STAPLES OR WIRE RINGS TO /// �°'g % ���/
<br /> ATTACH FABRIC TO WIRE.JOINTS IN FILTER
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<br /> FABRIC SHALL BE SPLICED AT POSTS. (
<br /> FILTER FABRIC , Al '_" N
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<br /> 2x2 BY 14 GA.WIRE MATERIAL
<br /> FABRIC OR •DIVALENT 2"82"BY 14 GA WIRE II . ....� Imo ,„ EMU MET7•'-
<br /> FABRIC OR EQUIV IF ° u? �A iii• -(+)J'�- L7
<br /> - � � ♦ STANDARD STRENGTH
<br /> FABRIC IS USED z x� - ;r%� ;.
<br /> •. .•: AREA OF
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<br /> . BURY BOTTOM OF FILTER BACKFILL TRENCH WITH I ,.r,.3.,-. T T
<br /> rMATERIAL IN 6"x6"TRENCH �� /, Z
<br /> — — WASHED ROCK '-V. • , I � 8 NJ
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<br /> 2"x4"WOOD POSTS,STANDARD 2"04"WOOD POST ALT: I 11 �IpR :1 �J1` d �
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<br /> OR BETTER OR EQUAL STEEL FENCE POSTS 1:1011/1i
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<br /> ALTERNATE:STEEL FENCE POSTS I:1 �1/� , d
<br /> SILT FENCE NOTES: ` G dii�s
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<br /> 1.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID • /# T IY' ikl j� 4 <4 a kr I ! 9 W 0 Q
<br /> USE OF JOINTS.WHEN JOINTS ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT ..1 1c t U °4 - ° ■ I
<br /> POST,WITH A MINIMUM 6 INCH OVERLAP,AND BOTH ENDS SECURELY FASTENED TO THE POST. �a1'?>•v . - -�� Z
<br /> 2.THE SILT FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS(WHERE FEASIBLE).THE FENCE POSTS SHALL BE JT
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<br /> SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND(MINIMUM OF 18 INCHES). s ��'k * �)�e M
<br /> 3.A SHALLOW TRENCH SHALL BE EXCAVATED,ROUGHLY 6 INCHES WIDE AND 6 INCHES DEEP,UPSLOPE AND ADJACENT 0
<br /> TO THE WOOD POSTS TO ALLOW THE LOWER EDGE OF THE FILTER FABRIC TO BE SECURED WITH GRAVEL ,2 ���� F 1 ct ct
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<br /> 4.WHEN FILTER FABRIC NOT AS STRONG AS MIRAFI 7001 IS USED,A WIRE MESH SUPPORT FENCE SHALL BE FASTENED ps�c '�t„, l'Ei
<br /> WSECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH LONG,TIE WIRES .. [
<br /> OR HOG RINGS.THE WIRE MESH SHALL EXTEND INTO THE SHALLOW TRENCH A MINIMUM OF 4 INCHES AND SHALL a,--, 111 .
<br /> NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. '� , `,." Z Loll
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<br /> 5.THE MIRAFI 7005 FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,AND AT LEAST 18 INCHES OF THE FABRIC krii/i//, in.
<br /> SHALL BE BURIED IN THE SHALLOW TRENCH.THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE .0 p p BUILDING �� Vis.
<br /> THE ORIGINAL GROUND SURFACE AND SHALL NOT BE STAPLED TO TREES. m as
<br /> 6.WHEN EXTRA-STRENGTH FILTER FABRIC(MIRAFI 700X OR EQUAL)AND FOUR(4')POST SPACING IS USED,THE WIRE E f 1 0 D iii
<br /> MESH SUPPORT FENCE MAY BE ELIMINATED.IN SUCH A CASE,THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO (P / ■ ^, W
<br /> THE POSTS WITH ALL OTHER PROVISIONS OF NOTE 5 APPLYING. •• AW `v
<br /> 7.THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4"-1.5"WASHED ROCK. •• r• OP
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<br /> 8.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE
<br /> UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.THE NEWLY DISTURBED AREAS RESULTING FROM SILT FENCE -J y S 1.""" W
<br /> REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED,OR OTHERWISE PERMANENTLY STABILIZED TO THE
<br /> SATISFACTION OF THE CIVIL INSPECTOR. 67
<br /> 9.SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED ///
<br /> RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. / J
<br /> 10.MAINTENANCE:ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY.SEDIMENT MUST ' ih T' Al svr, uao .� I
<br /> BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER.IF CONCENTRATED FLOWS ARE EVIDENT UPHILL N90100'0YS°' `1.4.91' I
<br /> OF CF FEEY NCE TBE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. SITE PLAN \I '
<br /> O SILT CE SCALE: 1/4"=1'-0" SCALE: 1"=30,-0" M III I
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<br /> 30 0 15 30 60
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