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NE1/4,NW 1/4, SEC.23, T.28N.,R.4E., W.M. EVIPERVOI[1S AREA:
<br /> N'a'm1
<br /> pi zd s obmt4- a,., �.{-_„CI OFEVERETT, WASHINGTON ON-SITE
<br /> 1'a-NI Our �;�n p'n,$ay� BUILDING ROOF 2,990 SF.
<br /> U er t 4--.
<br /> (UJB *DRIVEWAY/PARKING 1,470 SF.
<br /> W ►YI�l tS �— *CONC. WALK/PATIOS 500 SF.
<br /> I 3-11)
<br /> TOTAL 4,960
<br /> zI( q
<br /> / TOTAL NEW/REPLACED IMP. SURFACE = 4,960 SF.
<br /> a
<br /> -so *NOTE: DOES NOT INCLUDE AREAS COVERED BY ROOF EAVES.
<br /> S i i
<br /> I
<br /> 005. 8200005300 _ EROSIONNO'lES:
<br /> `\N89°5O _ ----—548” N89 ,2i2,2.1, NE 1. SILT FENCING TO BE INSTALLED AROUND PERIMETER OF
<br /> 9___.g 9-72 9 ; I 9917'-547 SITE PRIOR TO START OF CONSTRUCTION.
<br /> 5� -
<br /> �� 2. SMALL CONSTRUCTION ENTRANCE TO BE INSTALLED
<br /> - I _ ADJACENT AT LOCATION OF EXISTING DRIVEWAY TO PREVENT
<br /> ryPF NS I' ---547 SEDIMENT FROM LEAVING THE SITE. ALL STREETS TO BE
<br /> STRUM_ FREE OF SEDIMENT PRIOR TO THE END OF THE WORK DAY.
<br /> SQ
<br /> Ig, 15"R> SL3 PROJECTDESCRIPTION;
<br /> TYPE NS STREAM
<br /> TO PREPARE SITE AND PLACEMENT OF A 2.500 SF.
<br /> -_-_-_----_- 46__ -S DUPLEX UNIT, ALONG WITH A 1,470 SF. CONCRETE DRIVEWAY,
<br /> N ` TO CONNECT TO 103RD STREET SW (DYNASTY HOMES LLC.)
<br /> „-
<br /> 75' o o ' h
<br /> 'BUFFER �L / -, \o
<br /> ' No <0 BUFFER \� • DRAINAGE NO'11;5:
<br /> N / '\.'
<br /> nod �� �,
<br /> l 1. ROOF DRAINS ON REAR OF EACH BUILDING TO RUN
<br /> INTO DISPERSION TRENCH, 10FT PER 700SF OF ROOF
<br /> 0 0 0 ^ -', _� o I COVERAGE, NOT TO EXCEED SOFT PER DETAIL ON SHEET
<br /> i � N O
<br /> , �� � � � iii `SS � #3
<br /> /' \) 4 S`{ 2 • 2. SITE SHALL BE GRADED TO PROVIDE VEGETATED SHEET
<br /> i1 -I-O�_ ii, h c'FLOW PATH OF 25' PRIOR TO RUNOFF LEAVING THE SITE,
<br /> o ` REFER TO PLAN NOTES ON THIS DRAWING FOR ADDITIONAL
<br /> r'�'� ��0'6 BUI�ER INFO. RUNOFF TO ENTER BUFFER AREA. DISPERSION
<br /> 28 28" ' TRENCH LOCATED BEHIND BUFFER.
<br /> ,,66,p' rn���I I o 3. CONCRETE DRIVEWAYS TO SLOPE TO THE SOUTHEAST
<br /> ',,4-O',
<br /> aPROPOJ ED ���1 I B , AND SOUTHWEST FROM CENTER, TO PROVIDE 10' OF
<br /> ���/ v I ��� bUP EX 1 �, \ o J VEGETATIVE FLOW PATH FOR RUNOFF.
<br /> FF=550.0I
<br /> 27,54',jam 1?�.54' / ��g S� SOIL AMENDMENT NO'1LS:
<br /> n� .54'
<br /> "' j � cdr_30.0'- ,' „n „ 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> f�
<br /> ,'" 35.0' C "� _STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> 16' ---- 16' -- Ro „cs)
<br /> --'-- � °
<br /> PROP. _ <°� - --- , �0 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> CONC. DWY -, �1 (V*r REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> N88'21'05"W--- •I 1 / ��- - / ash
<br /> I N88'21'05,"W 5 p°h' 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> 100.00'W 100.00'_ _,'" 1.G '7--' 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> W _ -'W ___546— LANDSCAPING AREAS.
<br /> ==1
<br /> -7,7-----,,-,,--/ ;;;;,-/"i7Jl?lam////%///
<br /> / 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF
<br /> N88'21'05"W N88'21'05"W DEPTH OF 8". IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> - 548---' SS
<br /> EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> '.—,ir//2'iii/ SS _—---, .547-Sc ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> a // - z
<br /> -- ------541
<br /> 103RD ST. S — S LEGAL DESCRIPTION::
<br /> '7 - TA#S 00538200005501 AND 00538200005502
<br /> �� - PRoft .D TRACT 55, PAINE FIELD NO. 5, ACCORDING TO THE
<br /> PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS,
<br /> 011)na w/1-14$613 PAGE 85, RECORDS OF SNOHOMISH COUNTY,
<br /> 1 WASHINGTON.
<br /> 'NEw u 6m EDF s SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND
<br /> LEGEND TAX PARCEL NO.: RESERVATIONS. SITUATE IN THE COUNTY OF
<br /> 00538200005501 SNOHOMISH, STATE OF WASHINGTON.
<br /> 00538200005502 HEIGHT CALC:
<br /> BOUNDARY LINE
<br /> — EXISTING LOT LINES SI1 E ADDRESS:
<br /> PROJECT BENCHMARK: MON AND CASE AT INTX.
<br /> 22XX 103RD STREET SW
<br /> — — EXISTING RIGHT-OF-WAY 103RD ST AND 21ST AVE, ELEV=545.21
<br /> EVERLII, WA 98204
<br /> SD EXISTING STORM DRAIN A- 548.9
<br /> B- 548.6
<br /> \\\\ \\\\ \\\\ EXISTING EDGE OF ASPHALT C- 547.9
<br /> D- 547.3
<br /> EXISTING CONTOUR LINE TOTAL 2,192.7
<br /> SD-IIPROPOSED STORM DRAINAVG. GRADE = 54.R.18
<br /> J ?e # Pf +J f ••
<br /> PROPOSED BUILDING EAVE MAX BLDG. HEIGHT = 28'
<br /> L _ _ _IMAX HEIGHT ALLOWED = 576.18
<br /> (- ,
<br /> pw ! iO
<br /> PROPOSED FINISH FLOOR = 550.0
<br /> L_—J PROPOSED BUILDING DESIGNED BUILDING HEIGHT = 23.71'
<br /> DESIGN HEIGHT = 573.71'
<br /> SS PROPOSED SEWER LINE
<br /> LOT COVERAGE CALC:
<br /> W EXISTING WATER LINE \l TOTAL PROPERTY AREA = 21,163 SF.
<br /> -''---- /pp - - _ _ -EXISTING etrtsing1g. LINE i
<br /> TO ®STI,9MAX BUILDING COVERAGE ALLOWED = 40%
<br /> _" �� • p6fp, � WOW. UNE � r/�_�1 ' BUILDING COVERAGE DESIGNED:
<br /> I 2,488 SF. / 21,163 SF. = 11.76%
<br /> SCALE: 1" = 4( Plan Check No.: PW1510-006
<br /> Job Address: 2119 103RD ST SW A&B
<br /> 0 40 Owner: DYYNASTY HOLDINGS LLC �Pestern (425)
<br /> Tenant: [TenName] Engineers, 356-2700
<br /> Application Date: 10/2/2015 Inc.
<br /> Proposed Use:
<br /> Type of work:{ NEW DUPLEX SURVEYOR © PLANNERS ENGINEERS SITE
<br /> / 13000 HWY 99 SOUTH, EVERETT, WA., 98204 PLAN FOR:
<br /> Office Set '/ Job Set Fire/Planning Set DYNASTY HOMES LLC.
<br /> Reviewed For Permit: Date: /0-9-2o1S By: SEF DWN. BY DALE REV. BY DATE PROJECT MANAGER SCALE
<br /> JAJ 07/2015 JTR 0915/2015 J. JARRELL 1" = 40'
<br /> DRAWING FILENAME CHK. BY F.B. NO. JOB NO. SH T. NO.
<br /> 141366ADBASE.DWG JAJ N/A _ 14-1366-A 1 OF a ,
<br />
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