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<br /> NE 1/4,NW 1/4, SEC.23, T.28N.,R.4E., W.M.
<br /> CITY OFEVERETT, WASHINGTON
<br /> IMPERVIOUS AREA:
<br /> W ON-SITE
<br /> BUILDING ROOF 3,423 SF.
<br /> 0 0* DRIVEWAY/PARKING 1,511 SF.
<br /> o
<br /> Z *GONG. WALKWAYS 60 SF.
<br /> TOTAL SF. 4,994 SF.
<br /> -1C' INGRESS/EGRESS ESM'T -F -1,15' INGRESS/FGRE TOTAL NEW/REPLACED IMP. SURFACE = 4,994 SF.
<br /> _ ,SSJ(AFN 2037956) (AFN 20379
<br /> -� ' *NOTE: DOES NOT INCLUDE AREAS COVERED BY ROOF EAVES.
<br /> o/ soy Ss', , , 005. 820,p0053p0
<br /> 9.50'29'w `0h 'N89�50'29"W 540 N89'S0
<br /> T —•—rte EROSION Nal ES:
<br /> 99.97' I \ ,Nq- ` \ l9 �, 99.5
<br /> sL2 _-5� '- 1. SILT FENCING TO BE INSTALLED AROUND PERIMETER OF
<br /> I fig' ' ," _SLU SITE PRIOR TO START OF CONSTRUCTION.
<br /> 7)--pe-NS STRE4� � 2. SMALL CONSTRUCTION ENTRANCE TO BE INSTALLED
<br /> ADJACENT AT LOCATION OF EXISTING DRIVEWAY TO PREVENT
<br /> 00 "-, �$` 5'.,› SEDIMENT FROM LEAVING THE SITE. ALL STREETS TO BE
<br /> TYF FREE OF SEDIMENT PRIOR TO THE END OF THE WORK DAY.
<br /> o ' 20 ,
<br /> o
<br /> o _-- -' DRAINAGE NO1ES:
<br /> 0 tr ; `, ,f 75' i„ -
<br /> cin Y 5, SL#1' ` =BUFFER ' -- 1. ROOF DRAINS ON REAR OF EACH BUILDING TO RUN
<br /> in o ; BUFFER INTO DISPERSION TRENCH, 10FT. PER 700SF OF ROOF
<br /> o SHED '--- DISPERSION - -1 ' � BL COVERAGE, NOT TO EXCEED 50FT.
<br /> TRENCH ��'�' .5;0 2. SITE SHALL BE GRADED TO PROVIDE VEGETATED SHEET
<br /> (' 2'X49�F "� ,
<br /> A N
<br /> - _� / FLOW PATH OF 25' PRIOR TO RUNOFF LEAVING THE SITE,
<br /> TIGHLINE AttA o ' r - REFER TO PLAN NOTES ON THIS DRAWING FOR ADDITIONAL
<br /> ROOF DRAINAGES INFO. RUNOFF TO ENTER BUFFER AREA. DISPERSION
<br /> TO DISPERSION `� TRENCH LOCATED BEHIND BUFFER.
<br /> TRENCH "--1 �- 11--- TL-----1--2,'
<br /> 3, show 3 si/ - i
<br /> "' , , SOIL AMENDMENT NOTES:
<br /> oco
<br /> CZ) I 0 0 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> c3 ,Z 15'- I J I 1 I o 0o STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> IL ! c0„ cn
<br /> ' 0 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> I , PROPOSED DUPLEX I / SQA REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> I ' ,__, r OP____I-1
<br /> I 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> "r i- ..__11 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> r a° T a L J LANDSCAPING AREAS.
<br /> do
<br /> 541' I 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF
<br /> ��° ,.> •.,�J DEPTH OF 8". IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> _ a rl 71 EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> / " ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> 100.00' r - ' Nq8'21.'05"W
<br /> ' I N8821'05'141
<br /> ' ---54-7-.1' )00.00'W ; 100.00'_ ,' TAX PARCEL NO.:
<br /> - - x- w
<br /> = ' ) - W = 00538200005601
<br /> i iia /30IF 12"'`
<br /> "TN5'AL //NE / HDPE ® 1.00% Y 00538200005602
<br /> DRIVEWAY;CULVERT - N88.21'05'W ,
<br /> _ N8821 SI1 L ADDRESS:
<br /> 9_r _ S -- - 548 - ES 22XX 103RD STREET SW
<br /> //////// S S
<br /> _71- --- --- --=- -- / _ EVERtI1, WA 98204
<br /> 8 __ -"" - = ` '5 SD - SOIL LOG INFO:
<br /> -
<br /> - -547_'546----__ `=546--___ 103RD ST. S
<br /> SL#1
<br /> 0"-3" FOREST DUFF
<br /> 3"-36" FEET BROWN SANDY
<br /> LOAM.
<br /> SL#2
<br /> - 0"-3" FOREST DUFF
<br /> 3"-32" BROWN SANDY LOAM
<br /> >32" HARDPAN
<br /> LEGEND
<br /> BOUNDARY LINE
<br /> EXISTING LOT LINES
<br /> - — — — - EXISTING RIGHT-OF-WAY
<br /> SD EXISTING STORM DRAIN
<br /> \\\\ \ \\ \\\\ EXISTING EDGE OF ASPHALT
<br /> EXISTING CONTOUR LINE
<br /> SD-I PROPOSED STORM DRAIN
<br /> PROPOSED NEW CONTOUR LINES
<br /> - DISPERSION VEGETATION FLOW PATH
<br /> PROPOSED BUILDING EAVE
<br /> r----1 SCALE: 1" = 40'
<br /> L--J PROPOSED BUILDING �_�=
<br /> 0 40 80
<br /> PROPOSED FLOW DIRECTIONS
<br /> /
<br /> i L# SOIL LOG NUMBER
<br /> -. J.
<br /> •
<br /> OF WAS •
<br /> ,� 0 Q �j .. Western (425)
<br /> X ShClw C P s i �� �i77' . , . ,A� >v Engineers,
<br /> ,� o r ,,14.: i.-Inc.up.i 356-2700
<br /> m jIS /
<br /> DRAINAGE
<br /> "6 ;1 SURVEYOR ° PLANNERS 0 ENGINEERS
<br /> „Q m - / iV�.�- (Sitf
<br /> � ),- 10,,4:s , 45844 �,:, v� 13000 HWY 99 SOUTH, EVCHETT, WA., 98204PLAN FOR:
<br /> rV�,C.�.i` C1 �� >o �`r`�IONAL �� DYNASTY HOMES LLC.
<br /> �� ( � l `') DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> JAJ 07/2015 JTR 09/152015 J. JARRELL 1" = 40'
<br /> 09 _'A p>--1-5, DRAWING FILENAME CHK. BY F.B. N0. JOB NO. SHT. N0.
<br /> 141366ABASE.DWG JAJ N/A 14-1366-A 2 OF 2
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