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NE 1/4,NW 1/4, SEC.23, T.28N.,R.4E., W.M. EROSIONNO'1LS:
<br /> CITYOFEVERETT, WASHINGTON 1. SILT FENCING PER C.O.E. STD DWG 214 TO BE
<br /> INSTALLED AROUND PERIMETER OF SITE PRIOR TO START OF
<br /> CD
<br /> ,Z CONSTRUCTION.
<br /> z
<br /> 2. SMALL CONSTRUCTION ENTRANCE/EXIT PER C.O.E. STD
<br /> I DWG 201 TO BE INSTALLED ADJACENT AT LOCATION OF
<br /> --1 ' INGRESS/EGRESS ESM'T 4.---I.f —4-15' INGRESS/EI EXISTING DRIVEWAY TO PREVENT SEDIMENT FROM LEAVING
<br /> SS (AFN 2037956) II (AFN 20, THE SITE. ALL STREETS TO BE FREE OF SEDIMENT PRIOR
<br /> �3,-, -- (7-,0_, 9E EXTINGUISHED)
<br /> / s.S TO THE END OF THE WORK DAY.
<br /> p o, S ,�� O05 820,pb05.3p0
<br /> '50'29"W h0 `5�/- N89'5+' •', ---5g5 N. 3. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET
<br /> 9.97' / 1 - qq CLEANING TO REMOVE ANY SEDIMENT TRACK OFF-SITE.
<br /> fD
<br /> / SL2. , -`, � �jq�.`-
<br /> S' fig' su 4. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION
<br /> AND MAINTENANCE OF ALL INSTALLED EROSION AND
<br /> 7-11:)4"-
<br /> Pe iVS`STR��i.
<br /> _ SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS.
<br /> 11111111111115. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP
<br /> oda' 5'.5e> 1111111111111 FROM ENTERING WATERWAYS IF THE PROPOSED
<br /> 'o - BMPS FAIL.
<br /> i
<br /> oIn I co , `, , ,
<br /> oo 1 6. BARE AND/OR DISTURBED SOILS SHALL REMAIN
<br /> N , , 75' AUNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2
<br /> 75, BUFFER -- DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE
<br /> o BUFFER; THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> °)
<br /> 0
<br /> 0SEl'
<br /> ��', k� ,'�� SOIL AMENDMENT NOTES:
<br /> ; ,'' �, ,' ' 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> A o o , ,
<br /> STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> 21.6' oo N ,,
<br /> ji 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> 1— Z \ TAPER'75' REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> ' , BUFFER TO'50'
<br /> - CO I' o 0 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> N L_ I 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> — • cN LANDSCAPING AREAS.
<br /> 35' N N
<br /> •11.OI' 35 1_,P, y'11 0' o o I- 1hi 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF
<br /> u �^ ( 's o 00 L J DEPTH OF 8". IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> 8
<br /> I n
<br /> D "� PROPOSED ;n�B - 8, u, v EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> `-,' FF=550 DUPLE)?� FF=550 oo o ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> 1 ' ° 8 N 5 �, I
<br /> N `- III PROJECT DESCRIPTION.'
<br /> 1, 19%,,-• 19 4' �JU
<br /> 11' - 11, TO PREPARE SITE AND PLACEMENT OF A �3,000 SF.
<br /> DUPLEX UNIT, ALONG WITH A 1,985 SF. CONCRETE
<br /> _j° 30.0' -'" NEW CONC. ' 45 1 MIN DRIVEWAY, TO CONNECT TO 103RD STREET SW (DYNASTY
<br /> D�y�. a HOMES LLC.)
<br /> 0222_' i k• . . .�►
<br /> o
<br /> - a?. •••• + a:oo.oa DRAINAGENO1ES:
<br /> _ W W 100,00' -, 1. ROOF DRAINS ON REAR OF EACH BUILDING TO RUN INTO
<br /> ' I ' -——— — DISPERSION TRENCH SIZED AT 1OLF PER 700SF OF ROOF
<br /> INSTALL FENCE AND/OR ' p i
<br /> AREA. TRENCH NOT TO EXCEED 5OLF IN LENGTH. REFER TO
<br /> YEO rAnpN-EAsH S!DF nF , N88'21 05"W , v, DETAIL SHEET 2 of 2.
<br /> DWY FOR ACCESS BARRIER — ,—Z — N8c
<br /> O SS '=-" SS
<br /> 1,/ r SS 2. CONCRETE DRIVEWAYS TO SLOPE TO THE SOUTH,
<br /> Lz INSTALL 2 NEW 1' WATER-- n- //// _; / / TOWARDS ADJACENT RESIDENTIAL LANDSCAPING AREAS,
<br /> ;----7 ,METERS PER MUKILTEO W.S.D" -----•} i -/ _ S THROUGH A 2' WIDE GRAVEL TRANSITION STRIP. SEE BMP
<br /> '-''', 47---.=.,f2-46-—____ `-546_____ 103RD ST. S ] 12.70 IN THE 2010 DRAINAGE MANUAL FOR DESIGN SPECS.
<br /> NEW 8"0 D.I. SEWER EXTN.
<br /> —
<br /> CURRENTLY IN REVIEW WITH
<br /> MUKILTEO W.S.D
<br /> SCALE: 1" = 40' IMPERVIOUS AREA:
<br /> ON-SITE
<br /> 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.
<br /> LEGEND 00538200005601 TOTAL NEW/REPLACED IMP. SURFACE = 4,987 SF.
<br /> 00538200005602
<br /> BOUNDARY LINE SITE ADDRESS: *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 EVEREII, WA 98204
<br /> TA#S 00538200005601 AND 00538200005602
<br /> SD EXISTING STORM DRAIN ZONING INFO:
<br /> i/// //// //// /i/i //// /// EXISTING EDGE OF ASPHALT R-2 TRACT 56, PLAT OF PAINE FIELD NO. 5, ACCORDING TO
<br /> THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS,
<br /> r— — — 7 LOT COVERAGE CALC: PAGE 85, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
<br /> PROPOSED BUILDING EAVE TOTAL PROPERTY AREA = 20,903 SF.
<br /> — — MAX BUILDING COVERAGE ALLOWED = 40% 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——J 2,953 SF. / 20,903 SF. = 14.13% WASHINGTON, BEING A PORTION OF SAID TRACT 56.
<br /> SS PROPOSED SEWER LINE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
<br /> HEIGHT CALC: WASHINGTON.
<br /> w EXISTING WATER LINE
<br /> PROJECT BENCHMARK: MON AND CASE AT INTX.
<br /> 103RD ST AND 21ST AVE, ELEV=545.21
<br /> Y '
<br /> + +" T
<br /> +`+ + VEG/FENCE ACCESS BARRIER
<br /> '++++.++' + A- 548.4
<br /> B- 547.6
<br /> C- 548.1
<br /> D- 549.3
<br /> TOTAL 2,193.4
<br /> AVG. GRADE = 548.35
<br /> Plan Check No.: PW1510-005
<br /> Job Address: 2129 103RD ST SW A&B MAX BLDG. HEIGHT = 28' ' lrestern
<br /> Owner: DYNASTY HOLDINGS LLC MAX HEIGHT ALLOWED = 576.35 { Engineers,
<br /> (425)
<br /> En in 356-2700
<br /> Tenant: [TenName] ft.--Inc.
<br /> PROPOSED FINISH FLOOR = 550.0 -4
<br /> Application Date: 10/2/2015
<br /> DESIGNED BUILDING HEIGHT = 23.2' SITE
<br /> Proposed Use: DESIGN HEIGHT = 573.20' SURVEYOR PLANNERS ENGINEERS
<br /> Type of work: NEW DUPLEX 9740 EVERGREEN WAY, EVERETT, WA., 98204 PLAN FOR:
<br /> Office Set Y Job Set Fire/Planning Set DYNASTY HOMES LLC.
<br /> __..// DBY DATE REV.07/2015 JAJ 8Y DATE 11/19/2015 POMANAGER SCALE
<br /> 40'
<br /> eviewed For Permit: Date://-Q5-20/5 By: ecT JAJ J. JARRELL
<br /> IDRAWING FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> 141366ABASE.DWG N/A 14-1366—A 1 OF 1
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