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SE 1/4, SE 1/4, SEC.24, T.28N.,RAE., W.M. Wl
<br /> CITY OF EVERETT, WASHINGTON W 01
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<br /> 112th S f' E SE / Q R 21•
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<br /> 7///7�J ;',NEct.DWY1: -17i EROSION NOTES:
<br /> •
<br /> ENTRY STAIRS 2 • 30.0' '' �'_-' 23'5' f 1. SILT FENCING PER C.O.E. STD DWG 214 TO BE
<br /> /J _ ,. • ' 'i; e - '4 INSTALLED AROUND PERIMETER OF SITE PRIOR TO START OF
<br /> CONSTRUCTION.
<br /> 18" EAVES t , :""W v 2. SMALL CONSTRUCTION ENTRANCE/EXIT PER C.O.E STD
<br /> i (TYP) I i. . DWG 201 TO BE INSTALLED ADJACENT AT LOCATION OF
<br /> a Al EXISTING DRIVEWAY TO PREVENT SEDIMENT FROM LEAVING
<br /> doh f UNIT 1 I UNIT 2 7B 4! ` resin THE SITE. ALL STREETS TO BE FREE OF SEDIMENT PRIOR
<br /> BUILDING/ 5.5 x 16' 4 �"}= TO THE END OF THE WORK DAY.
<br /> FOOTPRINT DECK ,,-1--12ND FLOOR DECK t...3 0 E
<br /> �5.4' C I 51. >"a6. 3. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET
<br /> ---J • L------ 6.aE° CLEANING TO REMOVE ANY SEDIMENT TRACK OFF-SITE.
<br /> I, : w A _14.6' J\\ `C�\ Q ct 4. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION
<br /> `'`wa►'�-,I t AND MAINTENANCE OF ALL INSTALLED EROSION AND
<br /> 1.11111111113111111031111141211- 1111116011111M=� a %\qv1 S rftA( -' SEDIMENT CONTROL BMPS,. ESPECIALLY AFTER STORMS.
<br /> 00573600004400 ADD •i' PM
<br /> 5. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP
<br /> _BUFFER `.4. ` SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED
<br /> REDUCE 1.-;5
<br /> WETLAND BMPS FAIL.
<br /> '- BIOLOGIST:
<br /> / ion ) o ^ 6. BARE AND/OR DISTURBED SOILS SHALL REMAIN
<br /> 53.07 z WETLAND RESOURCES UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2
<br /> '- // 9505 19TH AVE SE, #106 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE En
<br /> 60' STANDARD EVERETT; WA. 98208
<br /> WETLAND/BUFFER (425) 337-3174 THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> %' SOIL AMENDMENT NOTES:
<br /> go�� W b 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> / / OWNER/APPLICANT: STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> �, J DON SCHAFFER 2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> / I PO BOX 232 REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> J
<br /> WRA6 p , \k \i, R i\i, NORTH LAKEWOOD, WA 98259
<br /> • �.1 J ho 425-330-6523
<br /> 3. ALL REPLACED SOILS SHALL BE TILLED AMENDED WITH
<br /> J
<br /> WETLAND A ��RA 10 SHAFERHYDRO@AOLCOM 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> c\fr \fr \fr\ LANDSCAPING AREAS.
<br /> ENGINEER/C)
<br /> WRA7 •
<br /> NI, 0057'1i,I04300 SCO Arr. 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF
<br /> WESTERN ENGINEERS & DEPTH OF 8... IMPORT ADDITIONAL TOPSOIL 10 SITE IF
<br /> WRA• p EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> Z11 > Z2 >
<br /> Ts. Z� SURVEYORS, INC. ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> _ - > JESSE JARRELL, PE
<br /> 00573600004502 589'13'24"E 9740 EVERGREEN WAY PROJECTDESCRIPTION.
<br /> 100.01' EVERETT, WA. 98204 CONSTRUCT NEW DUPLEX UNIT, 1,200 SF. OF NEW
<br /> 00573600004601 STREAM A (425) 356-2700 DRIVEWAY/WALKWAY AREA AND ASSOCIATED DRAINAGE
<br /> \ AND UTILITIES.
<br /> DRAINAGE NOTES:
<br /> \ I /////T/T//� I 1. ROOF DRAINS ON REAR BUILDING TO RUN INTO
<br /> LEGEND DISPERSION TRENCH SIZED AT 10LF PER 700SF OF ROOF
<br /> RIGHT-OF-WAY CENTER LINE
<br /> SCANNING DEP INSPECTION REQUIRED ADETAIL
<br /> PRI 3R TO REQU T FOR FINAL INSPECTION TONNDRAINAGT ET PLANCEED 5OLF IN LENGTH. REFER TO
<br /> - - -
<br /> EXISTING PROPERTY LINE 2. CONCRETE DRIVEWAYS TO SLOPE TO THE WEST,
<br /> - - - - - RIGHT OF WAYLandscape .4 A. Fencing X Signs TOWARDS ADJACENT RESIDENTIAL LANDSCAPING AREAS,
<br /> - - EXISTING ADJACENT LOT LINES -I_Environ q,.4 � l c'ensitive Area THROUGH A 2' WIDE GRAVEL TRANSITION STRIP. SEE BMP
<br /> Z SS > EXISTING SANITARY SEWER Other I,1 V T5.12 IN THE 2014 SWMMWW FOR DESIGN SPECS.
<br /> Z SD I EXISTING STORM DRAIN Contact: • •4'. A . t LOT COVERAGE CALC:
<br /> W EXISTING WATER LINE (425)257-8 1 : , WS,`a. TOTAL PROPERTY AREA = 18,246 SF.
<br /> - - EXISTING CONTOURS MAX BUILDING COVERAGE ALLOWED = 40%
<br /> EXISTING VERTICAL CURB
<br /> EXISTING WETLAND BUILDING COVERAGE DESIGNED:
<br /> - - - - - WETLAND BUFFER 2,474 SF. / 18,246 SF. = 13.6%
<br /> > > EXISTING STREAM SCALE: 1" = 30' IMPERVIOUS AREA:
<br /> //// //// //// EXISTING PAVEMENT EDGE ����� ON-SITE
<br /> V///////� 0 30 60 DUPLEX ROOF 2,970 SF.
<br /> EXISTING BUILDING
<br /> ///////�1 *DRIVEWAYS/WALKWAYS 1,200 SF.
<br /> TOTAL 4,170 SF.
<br /> . EXISTING CONCRETE
<br /> TOTAL NEW/REPLACED IMP. SURFACE = 4,170 SF.
<br /> r------T PROPOSED BUILDING
<br /> I *NOTE: DOES NOT INCLUDE AREAS COVERED BY ROOF EAVS.
<br /> L___J- - - J HEIGHT CALC:
<br /> •' r PROPOSED CONCRETE PROJECT BENCHMARK: SNOHOMISH COUNTY CONTOUR LEGAL DESCRIPTION:
<br /> /// MAPS. NO TOPOGRAPHICAL SURVEY WAS PERFORMED. SILVER ACRES BLK 000 D-00 - LOT 43
<br /> BUFFER REDUCTION
<br /> A- 502.4 SITUATE IN THE CITY OF EVERETT, COUNTY OF SNOHOMISH,
<br /> B- 501.6 STATE OF WASHINGTON.
<br /> BUFFER ADDITION C- 501.0 1
<br /> D- 504.2
<br /> SS PROPOSED SEWER STUB TOTAL 2,009.2 ;., Western (425)
<br /> L Engineers,
<br /> W PROPOSED WATER LINE AVG. GRADE = 502.3 ,, 356-27OO
<br /> S111;ADDRESS: TAX PARCEL NO.: MAX BLDG. HEIGHT = 28' ~ c SITE
<br /> MAX HEIGHT ALLOWED = 530.3 SURVEYOR 0 PLANNERS 0 ENGINEERS PLAN FOR:
<br /> 3X 112TH STREET SE 00573600004300 9740 EVERGREEN WAY, EVERETT, WA., 98204
<br /> EVERETT, WA 98208 PROPOSED FINISH FLOOR = 504.0 SHAFFER DUPLEX
<br /> DESIGNED BUILDING HEIGHT = 25.92' DWN. BY DATE REV. BY DATE PROJECT MANAGER S E
<br /> ZONING INFO: DESIGN HEIGHT = 529.92' TAS 07-25-17 - J. JARRELL 1" = 30'
<br /> R-2 DRAWING FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> 171666ABASE.DWG N/A 17-1666-A 1 OF 1
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