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NE 1/4,NW 1/4, SEC.23, T.28N., R.4E., W.M.
<br /> CITY OF EVERETT, WASHINGTON EROSIONNO"lES:
<br /> 1 1. SILT FENCING PER C.O.E. STD DWG 214 TO BE
<br /> INSTALLED AROUND PERIMETER OF SITE PRIOR TO START OF
<br /> CONSTRUCTION.
<br /> 2. SMALL CONSTRUCTION ENTRANCE/EXIT PER C.O.E. STD
<br /> DWG 201 TO BE INSTALLED ADJACENT AT LOCATION OF
<br /> EXISTING DRIVEWAY TO PREVENT SEDIMENT FROM LEAVING
<br /> THE SITE. ALL STREETS TO BE FREE OF SEDIMENT PRIOR
<br /> INGRESS/EGRESS ESM'T ' -4-15' INGRESS/EGRESS ESM'T TO THE END OF THE WORK DAY.
<br /> 'Sp(AFN 2037956) (AFH 2037955) 3. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET
<br /> 1 7 (TO BE EXTINGUISHED)
<br /> 0053820,p0053,00 CLEANING TO REMOVE ANY SEDIMENT TRACK OFF-SITE.
<br /> 1, -N8'9'5O ', '- 548 N89' Nb
<br /> - 4. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION
<br /> 60 =
<br /> 99:97'547-- AND MAINTENANCE OF ALL INSTALLED EROSION AND
<br /> --- SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS.
<br /> n'(NS', 542 5. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP
<br /> STRFgy j SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED
<br /> S1:6 BMPS FAIL.
<br /> '5�a1A› SOry'°E NS STRUM 6. BARE AND/OR DISTURBED SOILS SHALL REMAIN
<br /> UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2
<br /> SSC` DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE
<br /> 75' o o i„ THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> BUFFER LO -, ---
<br /> 0 0 SOIL AMENDMENT NO'1 ES:
<br /> 0 0 50'
<br /> 00 0 �� BUFFER ',��� ) 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> �, 0000 � ,<,,,.2
<br /> �� 5N� ; STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> , min , ;u k�;ii /I 1�
<br /> '_ -, 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> ' o ^ a�� \,1 J REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> O N , ` -1 ,, ,' - iii Sy \.�
<br /> , 2 , , , Ca CV ,It
<br /> - ii-' TAPER'75' '' z 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> BUFFER TO'50'-_ ,I l 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> 3�'.5' o LANDSCAPING AREAS.
<br /> l' BUFFER II, o
<br /> i� I
<br /> A 10, 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF
<br /> r • T �� „ No DEPTH OF 8". IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> 128' .1* 28 �f in \ o EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> 5.0' I i,scri
<br /> �^II ,l^ ;' I', �� ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> /
<br /> AI LE1
<br /> (0°` -4122 PROPOSED 1 B o PROJECTDESCRIPTION.•
<br /> , I I DUPLEX i; TO PREPARE SITE AND PLACEMENT OF A -3,000 SF.
<br /> FF=550.0 ' ( � ; \/ DUPLEX UNIT, ALONG WITH A 1,970 SF. CONCRETE
<br /> 27.54,_ 19.54' d 30.0'
<br /> d ( o\ DRIVEWAY/WALKWAY, TO CONNECT TO 103RD STREET SW
<br /> 28.0' q cd Loz, . •C I (DYNASTY HOMES LLC.)
<br /> ° LI V ko
<br /> L - 1 ,
<br /> , ' .'h h�4 _- DRAINAGE NOTES:
<br /> oNEW.CONC. ` - MIN` ,q�� 1. ROOF DRAINS ON REAR OF EACH BUILDING TO RUN INTO
<br /> �� :6D WY dam, ; DISPERSION TRENCH SIZED AT 10LF PER 700SF OF ROOF
<br /> 100.00 W (00.00'°_ "• ; AREA. TRENCH NOT TO EXCEED 5OLF IN LENGTH. REFER TO
<br /> 1'•) EAv •4`2O' __
<br /> W-- _ \� 546- DETAIL SHEET 2 of 2.
<br /> ////-7/lT/T//T///�/�// . Lo10�' J � 2. CONCRETE DRIVEWAYS TO SLOPE TO THE SOUTH,
<br /> N88-21'0511/N88-21'0511/ 1 ,c 10WARDS ADJACENT RESIDENTIAL LANDSCAPING AREAS,
<br /> , Z - N8821'05"W THROUGH A 2' WIDE GRAVEL TRANSITION STRIP. SEE BMP
<br /> 548 '' SS - ,7' 12.70 IN THE 2010 DRAINAGE MANUAL FOR DESIGN SPECS.
<br /> S
<br /> �', , VEGn 9,ON=EAC ASO i _
<br /> --eve-e•• .coEss:"-W - ___ NEW 8"0 D.I. SEWER EXTN. -_ __ -54i
<br /> 103RD ST. S - CURRENTLY IN REVIEW WITH
<br /> MUKILTEO W.S.D
<br /> SCALE: 1" = 40' IMPERVOIUS AREA:
<br /> _ ON-SITE
<br /> MINI
<br /> IIIII BUILDING ROOF 3,001 SF.
<br /> 0 40 80 *DRIVEWAY/PARKING 1,130 SF.
<br /> TAX PARCEL NO.: *CONC. WALK/PATIOS 849 SF.
<br /> LEGEND 00538200005501 TOTAL 4,980 SF.
<br /> 00538200005502
<br /> TOTAL NEW/REPLACED IMP. SURFACE = 4,980 SF.
<br /> BOUNDARY LINE SI'1 E ADDRESS:
<br /> EXISTING LOT LINES 2119 A/B 103RD STREET SW *NOTE: DOES NOT INCLUDE AREAS COVERED BY ROOF EAVES.
<br /> - - - - - EXISTING RIGHT-OF-WAY EVERL I I, WA 98204
<br /> LEGAL DESCRIPTION:
<br /> SD EXISTING STORM DRAIN LOT COVERAGE CALC:
<br /> TOTAL PROPERTY AREA = 21,163 SF. TA#S 00538200005501 AND 00538200005502
<br /> //// //// //// //// //// / / EXISTING EDGE OF ASPHALT MAX BUILDING COVERAGE ALLOWED = 40%
<br /> _ _ TRACT 55, PAINE FIELD NO. 5, ACCORDING TO THE
<br /> PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS,
<br /> PROPOSED BUILDING EAVE BUILDING COVERAGE DESIGNED: PAGE 85, RECORDS OF SNOHOMISH COUNTY,
<br /> L - - _I 2,488 SF. / 21,163 SF. = 11.76% WASHINGTON.
<br /> r -1 PROPOSED BUILDING FOOTPRINT HEIGHT CALC: SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND
<br /> L---I RESERVATIONS. SITUATE IN THE COUNTY OF
<br /> PROJECT BENCHMARK: MON AND CASE AT INTX. SNOHOMISH, STATE OF WASHINGTON.
<br /> SS PROPOSED SEWER LINE 103RD ST AND 21ST AVE, ELEV=545.21
<br /> W EXISTING WATER LINE A- 548.9
<br /> B- 548.6
<br /> C- 547.9
<br /> D- 547.3
<br /> TOTAL 2,192.7
<br /> AVG. GRADE = 548.18
<br /> MAX BLDG. HEIGHT = 28'
<br /> MAX HEIGHT ALLOWED = 576.18
<br /> Plan Check No.: PW1510-006
<br /> Job Address: 2119 103RD ST SW A&B PROPOSED FINISH FLOOR = 550.0 '
<br /> DESIGNED BUILDING HEIGHT = 23.1' Western (425)
<br /> Owner: DYYNASTY HOLDINGS LLC ,
<br /> DESIGN HEIGHT = 573.10' .. . Engineers, 356-2700
<br /> Tenant: [Ten Name] .. ,P Inc.
<br /> Application Date: 10/2/2015 r SITE
<br /> Proposed Use: TO R ''F 9,ab �/ c SURVEYOR © PLANNERS 0 ENGINEERS
<br /> Type of work: NEW DUPLEX ��"`ki ev , /�/• 9740 EVERGREEN WAY, EVERETT, WA., 98204 PLAN FOR:
<br /> Office Set_V- Job Set Fire/Planning Set DYNASTY HOMES LLC.
<br /> Reviewed For Permit: Date://425-20/S By: del E.c OWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> JAJ 07/2015 JAJ 11/19/2015 J. JARRELL 1" = 40'
<br /> DRAWING FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> 141366ADBASE.DWG JAJ N/A 14-1366-A 1 OF 1
<br /> O'ii /O3 " . s n ?WJ5/O ,
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