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NE 1/4• ,NW 1/4,SEC.23, T.28N.,R.4E, W.M. EROSION NOTES: I• .
<br /> CITY OF EVERETT, WASHINGTON
<br /> 1. SILT FENCING PER C.O.E. STD DWG 214 TO BE
<br /> INSTALLED AROUND PERIMETER OF SITE PRIOR TO START OF
<br /> : . z w CONSTRUCTION.
<br /> 2. SMALL CONSTRUCTION ENTRANCE/EXIT PER C.O.E. STD
<br /> I , DWG 201 TO BE INSTALLED ADJACENT AT LOCATION OF
<br /> -1Q INGRESS/EGRESS ESMT, -1,4.-4-15' INGRESS/8 EXISTING DRIVEWAY TO PREVENT SEDIMENT FROM LEAVING
<br /> i .SSp(AFH 2037956) 1 1 i (AFH 20: THE SITE ALL STREETS TO BE FREE OF SEDIMENT PRIOR
<br /> :. . �3`;,. (TO`E EXTINGUISHED) I I 1 TO THE END OF THE WORK DAY.
<br /> ' o•
<br /> / "s o\ - -' ' 005.382Q�Qb0&3OO `
<br /> 50'29"w h `�� ,, N89'5o' •', '� ---5�$ N: 3. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET _
<br /> • -s:s7' / kms,- CLEANING TO REMOVE ANY SEDIMENT TRACK OFF-SITE.
<br /> / SL�. , ---'\„--64---s = I
<br /> -_-!.II' �g'n- `_ SLI I 4. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION
<br /> AND MAINTENANCE OF ALL INSTALLED EROSION AND
<br /> nPe�SrST / SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS.
<br /> I '- RSM-- _
<br /> o -__ ------ k
<br /> ��5% _�Q, 5. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP
<br /> o
<br /> SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED
<br /> N. ' ` , ' - BMPS FAIL.
<br /> in o , \ , /
<br /> o
<br /> 0 0) ••'Q' i /� `. ,' li------ 6. BARE AND/OR DISTURBED SOILS SHALL REMAIN
<br /> cN IP d- ' ' `, ' 75 ;" UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2
<br /> 5! ; `, '-SUFFER % ,--- DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE
<br /> o BUFFER `, ,' THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> o SH`E I- ,' i y�
<br /> '0' SNS ' SOIL AMENDMENT NOTES:
<br /> G
<br /> �i/�i�� ; . , , ' 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> ni o o r\Z'\ ) STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> • .6' z N I \` 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> ----71-- , + TAPER'15' REAPPLIED PPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> Iz
<br /> 4 r- - 1 BUFFER TO'50' •
<br /> o 0 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> D W N ', _ , con o 2" COMPOST IN LAWN'AREAS AND 3" COMPOST IN Nib
<br /> ..I m y - rT 35' -I • _-I G LANDSCAPING AREAS.
<br /> 2 r) v 35,', �I� N:3)0
<br /> N ��
<br /> X*2 Z y -0"-41.0$"0-2‘, �L�� ,' -1 1.0' 0 0 4. FINAL AMENDED TOPSOIL SHALL BE ATA MINIMUM.OF
<br /> "L . ilg
<br /> 8 ��' I sR� o o ,1 C DEPTH OF 8". IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> ..I D - PROPOSE - u B u, �-J EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> m FF,550 DUPLE) FF=550 r� o o ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> ami O)_0 ' N `- c\1 5 - II PROJECTDESCRIPTION;
<br /> r l rL,"1-1/'" . 1.9.:;-'..11--.
<br /> r 19
<br /> f- 11 • TO PREPARE SITE AND PLACEMENT OFA 3,000 SF. b
<br /> ' DUPLEX UNIT, ALONG WITH A '1,985 SAF-,C30,
<br /> F. CONCRETE •
<br /> -� 30.0' 'NEW CONC. ° 45'11 MIN. DRIVEWAY, TO CONNECT TO 103RD STREET SW (DYNASTY
<br /> '- • -' - DWY a I HOMES LLC.) 1
<br /> 46
<br /> `� . . . . .
<br /> 5± ` + ' DRAINAGE NOTES:
<br /> -- '.:•: I -x --- 47 �� 100.00. S.'04 I 100.00' le
<br /> ^% • 20' _. 1. ROOF DRAINS ON REAR OF EACH BUILDING TO RUN INTO
<br /> - iii � -- _. DISPERSION TRENCH SIZED AT 10LF PER 700SF OF ROOF
<br /> INSTALL FENCE AND/OR w AREA. TRENCH NOT TO EXCEED 50LF IN LENGTH. REFER TO
<br /> KPETAneN-.EACrisIDE of , N88'21'05"W 'i II' 1 DETAIL SHEET 2 of 2.
<br /> DWY FOR ACCESS BARRIER - r-•Z a - N81
<br /> /✓✓✓ •.✓/iii/iii ✓//// ..>„548_-_,
<br /> 518- SS CONCRETE DRIV AAYTO SLOPETO THE OI T,,,
<br /> /1 Yom__ i ��. SS 2. nni c o , '4
<br /> INSTALL 2 NEW 1" WATER- 7., r -- TOWARDS ADJACENT RESIDENTIAL LANDSCAPING AREAS,
<br /> .S METES PER MUKILTEO Map-D-----------" - -f '' r '..:V,..'.''-__ g THROUGH A 2 WIDE GRAVEL TRANSITION STRIP. SEE-BMP
<br /> ;:....:,%47_7:1546-_____ `•'-'546--___ 103RDST. S' ,:;•;.•. 12.70 IN THE 2010 DRAINAGE MANUAL FOR DESIGN SPECS.
<br /> NEW 8"0 D.I. SEWER EXTN. -
<br /> CURRENTLY IN REVIEW WITH `•.`
<br /> - MUKILTEO W.S.D
<br /> SCALE: 1" = 40' IMPERVIOUS AREA:
<br /> °' ON-SITE
<br /> IMF' MIIMMI BUILDING ROOF 3,473 SF.
<br /> 0 40 80 *DRIVEWAY/PARKING 1,204 SF.
<br /> *CONC. WALKWAYS 310 SF
<br /> TAX PARCEL NO.: TOTAL SF. 4,987 SF. 0
<br /> LEGEND 00538200005601 TOTAL NEW/REPLACED IMP. SURFACE = 4,987 SF.
<br /> 00538200005602
<br /> BOUNDARY LINE Sl'lEADDRESS: *NOTE: DOES NOT INCLUDE AREAS COVERED BY ROOF EAVS.
<br /> EXISTING LOT LINES 2129 A/B 103RD STREET SW LEGAL DESCRIPTION.' ,
<br /> - EXISTING RIGHT-OF-WAY EVERETT, WA 98204
<br /> TAS 00538200005601 AND 00538200005602
<br /> SD EXISTING STORM DRAIN ZONING INFO: s
<br /> //// //// //// //// //// ///r EXISTING EDGE OF ASPHALT R-2 TRACT 56, PLAT OF PAINS FIELD NO. 5, ACCORDING TO f _
<br /> THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, (J)
<br /> I- - --I LOT COVERAGE CALC: PAGE 85, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
<br /> L _ PROPOSED BUILDING SAVE TOTAL PROPERTY AREA = 20,903 SF
<br /> -- MAX BUILDING COVERAGE ALLOWED = 407 TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS• •
<br /> CREATED BY INSTRUMENT RECORDED UNDER RECORDING
<br /> r PROPOSED BUILDING FOOTPRINT BUILDING COVERAGE DESIGNED: NO. 2037956, RECORDS OF SNOHOMISH COUNTY,
<br /> L. 1=NM-� 2,953 SF. / 20,903 SF. = 14.13q WASHINGTON, BEING A PORTION OF SAID TRACT 56.
<br /> SS PROPOSED SEWER LINE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF 'V
<br /> HEIGHT CALC: WASHINGTON.
<br /> W EXISTING WATER LINE . PROJECT BENCHMARK: MON AND CASE AT INTX.
<br /> 103RD ST AND 21ST AVE, ELEV-545.21 IV'
<br /> ++++++++++ VEG/FENCE ACCESS BARRIER CZ
<br /> APPROVED
<br /> ++++++++++ A- 548.4 • PLANNING & COMMUNITY
<br /> • B- 547.6 DEV 1_ PP ENT DEPT. �'
<br /> C- 548.1
<br /> D- 549.3 TO POSTING IA'/11 BY
<br /> TOTAL 2,193.4
<br /> 9LANNiNG DEPT INSPECTLON REQUIRED DATE_b�J3�/
<br /> PRIOR TO REQUEST FOR FINAL INSPECTION AVG. GRADE = 548.35
<br /> O(.Fencing..&_Signs . MAX BLDG. HEIGHT = 28' . Western
<br /> Landscaping__ (425)
<br /> MAX HEIGHT ALLOWED = 576.35 Engineers, Ni 1
<br /> • L.Environmentally Sensitive Area , 356_27®® lqj
<br /> Ir:,-cl. „.-Inc. _
<br /> 411• •Other PROPOSED FINISH FLOOR = 550.0
<br /> ��h DESIGNED BUILDING HEIGHT = 23.2' SITE ,� 1
<br /> Contact: t'e-`\ dl DESIGN HEIGHT = 573.20' SURVEYOR PLANNERS ENGINEERS PLAN FOR: `v
<br /> (425)257$739,eXt.�-,I.Q'�1 - 9740 EVERGREEN WAY, LVLRETT, WA., 98204
<br /> DYNASTY HOMES LLC.
<br /> DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> 1nS I J J =
<br /> N S���� c-ogA -ce nict 1 1\ Q\6•5 \ -, ,' AJ 07/2015 AJ 11/19/2015 J. JARRELL i 40
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