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NE 1/4,NW 1/4, SEC.23, T.28N..,R.4E, W.M.
<br /> CITY OF EVERETT, WASHINGTON
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<br /> I - ;.SSp(AFN 2037956) ; ; ; (AFN 203
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<br /> 19'50'29"W h I ` . S�4'N89'Sb'29"W ' -548 Nay SOIL LOG INFO: .
<br /> 99.97' 1 O'' \Qq;9' ' ' S
<br /> / stl2�, ,�k9 SL#1
<br /> &gpmal I Ii 0"-3" FOREST DUFF
<br /> a\ 3"-36" FEET BROWN SANDY
<br /> rypE�S�Sj,Q�� I LOAM.
<br /> SL#2
<br /> o � ��� T 0"-3" FOREST DUFF
<br /> 3"-32" BROWN SANDY LOAM
<br /> co 1 cb ; ; >32" HARDPAN
<br /> CD I wI I
<br /> o d- ' , `, 75 1 in
<br /> 1 tin 151 .SL#1; `, BUFFERtn i i' EROSION NOTES:
<br /> BUFFER 1. SILT FENCING PER C.O.E. STD DWG 214 TO BE
<br /> INSTALLED AROUND PERIMETER OF SITE PRIOR TO START OF
<br /> o sHEk. /--`, ,\ f �i (0, E CONSTRUCTION.
<br /> LA! it t., o ,I g / 2. SMALL CONSTRUCTION ENTRANCE/EXIT PER C.O.E. STD
<br /> A % o o ',�', DWG 201 TO BE INSTALLED ADJACENT AT LOCATION OF
<br /> o cy I EXISTING DRIVEWAY TO PREVENT SEDIMENT FROM LEAVING
<br /> I
<br /> , :.:—.., Z. , THE SITE. ALL STREEIS TO BE FREE OF SEDIMENT PRIOR
<br /> r 548 ` TAPER' TO THE END OF THE WORK DAY.
<br /> r', 1,1 BUFFER TO'50'-
<br /> '• 0 0 3. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET
<br /> .. I ,I o� ,oCLEANING TO REMOVE ANY SEDIMENT TRACK OFF-SITE.
<br /> ..:h 4 I cN cN
<br /> CO 1.2 ! No 0 4. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION
<br /> o o AND MAINTENANCE OF ALL INSTALLED EROSION AND
<br /> 4 , I SQA o 0,
<br /> 4)/ SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS.
<br /> , ,' TEMPORARY hyo I 5. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP
<br /> CONSTRUCTION • 4 I SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED
<br /> ENTRANCE 4 I ` BMPS FAIL.
<br /> INSTALL CO INSERT IN ' phisti,t7NEW CB ONCE S�#2 ••A 6. BARE AND/OR DISTURBED SOILS SHALL REMAIN
<br /> INSTALLED c , ,�•••�� UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2'�
<br /> A
<br /> • SN1�•�••41 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE
<br /> to—.0.41 . THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> 41
<br /> __ -54• 100.00 '4ro•
<br /> _ , ,yd --, w w �,.!•;w! Z oo.00' SOIL AMENDMENT NOTES:
<br /> 1�i�%i 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> FILL N ..i�P (� ��
<br /> ����� - STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> ,' _ WITH NEW STORM PIPE N88'21'05"W •\'i F
<br /> 9-- — — , — N88 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> --N --548- REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> �g -------- ----- -_ 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> --547-_546----__ -546---__ 103RD 57, s SC 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> LANDSCAPING AREAS.
<br /> • 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF
<br /> DEPTH OF 8". IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> TAX PARCEL NO.:
<br /> LEGEND 00538200005601
<br /> 00538200005602
<br /> BOUNDARY LINE SUE ADDRESS:
<br /> EXISTING LOT LINES 2129 A/B 103RD STREET SW
<br /> EVERETT, WA 98204
<br /> — — — — — EXISTING RIGHT-OF-WAY
<br /> SD EXISTING STORM DRAIN 4 11
<br /> //// //// //// iii/ iii/ / , EXISTING EDGE OF ASPHALT `1 J
<br /> XXX EXISTING CONTOUR LINE ,
<br /> !XXX]
<br /> I PROPOSED CONTOUR LINE
<br /> CLEARING LIMITS
<br /> I
<br /> 1 SF -- SILT FENCE
<br /> SL// SOIL LOG NUMBER
<br /> SCALE: 1" = 40'
<br /> mom iimm
<br /> SOIL AMENDMENT LEGEND 0 40 80
<br /> R UNDISTURBED SOIL
<br /> A COMPOST AMENDED SOILS
<br /> A
<br /> APPROXIMATELY 26.7 CYDS OF COMPOST HAS BEEN CALCULATED ��(A WA,s4stj . Western
<br /> FOR AMENDMENT OF 4,306 SF. OF DISTURBED PERVIOUS AREA. (425)
<br /> REFER TO APPENDIX III OF THE FULL STORMWATER DRAINAGE ' Engineers,
<br /> REPORT FOR ADDITIONAL SOIL AMENDMENT INSTALLATION ; "�E- o Lam' ', f µ.-Inc.co 356-2700
<br /> SPECIFICATIONS. v z TESC & GRADING
<br /> vt • SURVEYOR o PLANNERS o ENGINEERS
<br /> '' i''�' 45844 I9740 EVERGREEN WAY, EVERETT, WA., 98204 PLAN FOR:
<br /> 4's GI ST% cti DYNASTY HOMES LLC.
<br /> SIONAL
<br /> DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> TAS 11/2015 JAJ 11/19/2015 J. JARRELL 1" = 40'
<br /> I {� _�,- DRAWING FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> 141366ABASE.DWG JAJ N/A 14-1366—A 1 OF 2
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