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NE 1/4,NW 1/4, SEC.23, T.28N.,R.4E., W.M.
<br /> CITY OF EVERETT, WASHINGTON a-I-a- KE''/13
<br /> 15
<br /> sti
<br /> giolli
<br /> IIVIPERVOIIIS AREA:
<br /> Or I S P
<br /> ON-SITE
<br /> BUILDING ROOF 2,990 S'.
<br /> *DRIVEWAY/PARKING 1,470 ',F.
<br /> *CONC. WALK PATIOS 500 .F.
<br /> I I 2 ,
<br /> TOTAL 4,960
<br /> 1
<br /> 005382GO-0053Q° TOTAL NEW/REPLACED IMP. • RFACE = 4,960 SF.
<br /> •
<br /> /09156'29"W 548' N89'5Q 9"W N89'.
<br /> 9 9775g9 -4 ;I 99.97`-J47------, 9- *NOTE: DOES NOT INCLUDE 'REAS COVERED BY ROOF EAVES. i
<br /> I ,
<br /> SLI I; — EROSION NOTES:
<br /> peg CoE DAN; fly �
<br /> ry/'E ite- /I I ----547 1. SILT FENCIN 0G'vfBE INSTALLED AROUND PERIMETER OF •
<br /> REAti1 II SQ6 SITE PRIOR TO START OF CONSTRUCTION. �E STDDu►r��
<br /> S + 1 SO T� /'P
<br /> �g ��l ,n-P-1- NS STR 2. SMALL CONSTRUCTION ENTRANCE*O BE INSTALLED
<br /> EAU ADJACENT AT LOCATION OF EXISTING DRIVEWAY TO PREVENT
<br /> ;; X46 SEDIMENT FROM LEAVING THE SITE. ALL STREETS TO BE
<br /> '% N^ TIGI;�LINE ALL-' - :Sgg_.74�-, FREE OF SEDIMENT PRIOR TO_ THE END OF THE WORK DAY.
<br /> 75' o o ROGI DRAINAGES' `,„ 4 APP ER13S1011i Cb I7RbL Atores(4 //p�
<br /> BUFFER i 1 TO„'DISPERSION ,, t DRAINAGE NOTES: ”")
<br /> ` 0 o T,R�NCIA 50' I
<br /> '"" oo �� BUFFER „II I li 1. ROOF DRAINS ON REAR OF EACH BUILDING TO RUN
<br /> ` RIR �,\ �t ; ;',I INTO DISPERSION TRENCH, 1OFT. PER 700SF OF ROOF
<br /> - In ",� ,- �SL#1 �o, / •VERAGE, NOT TO EXCEED 50FT. PER DETAIL ON SHEET a� '
<br /> no _ w
<br /> 0 0 o. �' --�...� _ o NOTAO V/DED- //VCGUD E Tfli S OEM-7Z
<br /> rC
<br /> cv `, / , o ^ ,,I Su 2. SITE SHALL BE GRADED TO PROVIDE VEGETATED SHEET
<br /> �-- DISPERSION I z N �1 It FLOW PATH OF 25' PRIOR TO RUNOFF LEAVING THE SITE,
<br /> ROOF ,1 I REFER TO PLAN NOTES ON THIS DRAWING FOR ADDITIONAL
<br /> " DRAIN i TRENCH____ 30.8' , ,
<br /> ' 2' X 43LF. :- ''' o INFO. RUNOFF TO ENTER BUFFER AREA. DISPERSION
<br /> LINES I' 3 ' I o TRENCH LOCATED BEHIND END OF BUFFER.
<br /> r-- BU ER' �, ;.3*jJ �m
<br /> 1 E Nb7 its oil '// €T /OF R.
<br /> N
<br /> SOIL AMENDMENT NOTES:
<br /> L—� I 4,
<br /> sua, I 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> ') I a \ o STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> lr o
<br /> •
<br /> L 2 I ` 1 \ / 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> 1,1 REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> I' d. Ia I,
<br /> 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> i __J 4 j 1' - 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> j'.. ° . q Q _- �� _-_ LANDSCAPING AREAS.
<br /> N88'2L'05-"W--- I a 41% ,,,,,V•_ - ' '---"�<ooq hog 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF
<br /> 100.00' �y� �' 70 DEPTH OF 8". IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> W q '100•_0_0'_®''• _ ___L— EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> N� _- -__`` 46 ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> //iij7/////ter /a//iii) /iii 'HDPE
<br /> X12 - __, e -I ---__-
<br /> HDPE @ 1.00% S -. r
<br /> N88'21'05"W — , — N8821'05"W_DRIVEWAY CULVERT ---- LEGAL DESCRIPTION:
<br /> 1%///J%//5�8 S S SS ----- --5--4-71S
<br /> -
<br /> ---- al` =__! ---- _ — 546 TA#S 00538200005501 AND 00538200005502
<br /> i
<br /> 03RD ST. S SD —_ - - _-R.
<br /> TRACT 55, PAINE FIELD NO. 5, ACCORDING TO THE
<br /> PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS,
<br /> PAGE 85, RECORDS OF SNOHOMISH COUNTY,
<br /> WASHINGTON.
<br /> SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND
<br /> RESERVATIONS. SITUATE IN THE COUNTY OF SNOHOMISH,
<br /> STATE OF WASHINGTON.
<br /> TAX PARCEL NO.:
<br /> LEGEND 00538200005501
<br /> BOUNDARY LINE Si'1 E ADDRESS:
<br /> 22XX 103RD STREET SW
<br /> EXISTING LOT LINES EVEREII, WA 98204
<br /> — — EXISTING RIGHT-OF-WAY SOIL LOG INFO:
<br /> BUILDING SETBACK LINE SL#1
<br /> SD EXISTING STORM DRAIN 0"-12" BROWN SANDY LOAM
<br /> >12" HARD PAN
<br /> \\N\ \\\\ LOLL EXISTING EDGE OF ASPHALT
<br /> EXISTING CONTOUR LINE SL#2
<br /> O"-36' LIGHT BROWN SANDY
<br /> _.-_-- ._SD PROPOSED STORM DRAIN LOAM
<br /> W EXISTING WATER LINE '
<br /> SS PROPOSED SEWER LINE
<br /> — — SCALE: 1" = 40' ; �`
<br /> L — — PROPOSED BUILDING EAVE =�= Q '
<br /> 0 40 80 Vr__, PROPOSED BUILDING /
<br /> L___J -{ EJSE Sh cri ei"s? £ ,del�rrt.
<br /> ofE,��: PROPOSED FLOW DIRECTIONS ` n- pal': 'I �% C /Y�E�Z��2�
<br /> Ugh an PlAm ,A41
<br /> CLEARING LIMITS r/ A''' J
<br /> �'� )oF. W ask Western (425)
<br /> SF SILT FENCE �7, iVirt!..„
<br /> r Engineers, 356-2700
<br /> 0 Tn' .-Inc.
<br /> L# SOIL LOG NUMBER "'�" • c DRAINAGE
<br /> ,: , , SURVEYOR o PLANNERS" ENGINEERS
<br /> �'O',, , 45844 �,' �W 13000 HWY 99 SOUTH, EVERETT, WA., 98204 PLAN FOR:
<br /> 4s IONATL G\ DYNASTY HOMES LLC.
<br /> DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> JAJ 07/2015 JTR 09/15/2015 J. JARRELL 1" = 40'
<br /> 09 -7;5 -\ '''` DRAWING FILENAME CHK. BY F.B. N0. JOB N0. SHT. NO.
<br /> 141366ABASE.DWO JAJ N/A 14-1366-A 2 OF -
<br /> r -
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