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SE 1/4, SE 1/4, SEC.24, T.28N..,R.4E., W.M. w�
<br /> CITY OFEVERETT, WASHINGTON • `L'
<br /> 112th STREET SE ' _1
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<br /> NEW 6" PVC- - � 112TH ST SE
<br /> W APPROX. LOCATION OF�� SIDE SEWER W W o I I -- ‘4..
<br /> EX. WATER METERS PER 15' R/W DEEDING PER u W
<br /> u) EVERETT GIS MAPPING -SUPERIOR COURT CASE vonQ
<br /> EX. 1" '.- NEW 20' CURB #02-2-05681-2 c�
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<br /> CUT PER C.O.E. ff
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<br /> WATER _ , SP/9)VG Y3)� '/7 /-//7//-///7L /7�M,/ /��1 /// if ig
<br /> 'I ' III .LONG WALK ` ° - ° `:
<br /> - IBB N89•oTo4"w�:..• �° -- °-° a° ° VICINITY MAP
<br /> 100.01' NEW c�Cr- N.NC. DVE
<br /> 22' • DWY�< a ° a.<.
<br /> 1"=2,000'
<br /> -_ < 20' / ° 1 ND<R.BAR W/CAP EROSION NOTES:
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<br /> L t- _ ,-. a'"AFM,L 30442"
<br /> 2ND FLOOR r --- 15.4' .#1;4°. :ELOW GRADE 1. SILT FENCING PER C.D.E. STD DWG 214 TO BE
<br /> CANTILEVERS I • INSTALLED AROUND PERIMETER OF SITE PRIOR TO START OF
<br /> 4/17 /// CONSTRUCTION.
<br /> ' (2' DEPTH) I NEW SFR ''II ;° a. ° Lj
<br /> D 24'x40' B
<br /> II I I 0 .,57' 60Q004102 ° .:a 2. SMALL CONSTRUCTION ENTRANCE/EXIT PER C.O.E. STD
<br /> • I / ° DWG 201 TO BE INSTALLED ADJACENT AT LOCATION OF
<br /> x-15' - -7=7- �J EXISTING DRIVEWAY TO PREVENT SEDIMENT FROM LEAVING
<br /> - 1 - C- - j THE SITE. ALL STREETS TO BE FREE OF SEDIMENT PRIOR
<br /> �` • I/ TO THE END OF THE WORK DAY.
<br /> g$61 12.6'
<br /> EDGE OF 10 °N• / .
<br /> ROOF LINE �j 12.8' _.-----10\_.
<br /> a iN ° :.7 3. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET
<br /> / MITIGATED io 4 CLEANING TO REMOVE ANY SEDIMENT TRACK OFF-SITE.
<br /> / BUFFER LINE o .N°Q- \ •:. °° /'/
<br /> çT_500MITIGATED SPILT Z C 4. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION
<br /> / BUFFER (INSTALL ° ., , AND MAINTENANCE OF ALL INSTALLED EROSION AND
<br /> 8'x10' (VARIES) RAIL FENCE) •'4..° °
<br /> In SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS.
<br /> F- ,^ cV DECK .. ;... .
<br /> E d Cl` °,o ° ;a 5. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP
<br /> D ' ' SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED
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<br /> f - . • . •. BMPS FAIL.
<br /> >0 Ci 8 I ° • 6. BARE AND/OR DISTURBED SOILS SHALL REMAIN
<br /> U 0 WETLAND A ,I . UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2
<br /> rz a.°d 02 z ., \, �, .1, .k 25' WETLAND'I J...'....- • . DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE
<br /> o.-0 0 0 o BUFFER FROM • THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> Q Z j / .1/ .� .� .4 SP #31-98 < . °••
<br /> LU I °...° ▪ SOIL AMENDMENT NOTES:
<br /> Lu Q 0 >. Q o . • 1. ALL EXISTING TOPSOIL. SHALL BE STRIPED AND
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<br /> 0- co 0 1 I .< STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> \' `fr I2. UPON FINAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> ', ,, ° . a . REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> F . ~ . 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> ulZ W I 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> in
<br /> a LANDSCAPING AREAS.
<br /> O< o I °.4 4. FINAL AMENDED TOPSOIL SHALL BE AT A MINIMUM OF
<br /> tU:1- w • DEPTH OF 8". IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> p w - I- EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> a > >-,. ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> W Y - `� S89'13 24 E `�
<br /> oar.o W 100.00' 00573600004802 PROJECT DESCRIPTION:
<br /> Q w C� 00573600004702 I TO PREPARE SITE AND PLACEMENT OF A SINGLE FAMILY
<br /> w RESIDENCE, ALONG WITH "400 SF. DRIVEWAY & WALKWAY,
<br /> .:� W p - %TJ%J7T///��f/1 TO CONNECT TO 112TH STREET SE.
<br /> r�i o I V, '1 / DRAINAGE NOTES:
<br /> 1. ROOF DRAINS ON REAR OF EACH BUILDING TO RUN INTO
<br /> LEGEND DISPERSION SPLASH BLOCKS SIZED AT ONE BLOCK PER
<br /> T- - RIGHT-OF-WAY CENTER LINE PLANNING DEPT.INS i_L' CTION REQUIRED 700SF OF ROOF AREA. REFER TO DETAIL ON DRAINAGE
<br /> PLAN.
<br /> EXISTING PROPERTY LINE PRIOR TO REQUEST J iiii AL INSPECTION
<br /> 2. CNCETE- - RIGHT OF WAY Landscaping `".!ncing X_Signs • ADJACENT RESIDENT ALYLANDSCAPING AREAS,TO SLOPE TO THEW TESTHROUGHWDS AR2'
<br /> - - EXISTING ADJACENT LOT LINES .off_Environmentally '.ensitive Area WIDE GRAVEL TRANSITION STRIP. SEE BMP T5.12 IN THE
<br /> Z SS [2> EXISTING SANITARY SEWER Other 2014 SWMMWW FOR DESIGN SPECS.
<br /> Z SD > EXISTING STORM DRAIN \
<br /> W EXISTING WATER LINE Contact: C 'l ar.` LOT COVERAGE CALL:
<br /> - - EXISTING CONTOURS (425) 257-8731 ext. 1iCS TOTAL PROPERTY AREA = 18,228 SF.
<br /> MAX BUILDING COVERAGE ALLOWED = 40%
<br /> EXISTING VERTICAL CURB
<br /> EXISTING WETLAND SCALE: 1" = 30' BUILDING COVERAGE DESIGNED:
<br /> - - - - - WETLAND BUFFER M_MIME= 1,040 SF. / 18,228 SF. = 5.7%
<br /> > > EXISTING STREAM • 0 30 60 • IMPERVIOUS AREA:
<br /> //// //// //// EXISTING PAVEMENT EDGE ON-SITE
<br /> W77/7 BUILDING ROOF 1,345 SF.
<br /> ,�/� EXISTING BUILDING LEGAL DESCRIPTION: *DRIVEWAYS/WALKWAYS 400 SF.
<br /> z/./z/ SILVER ACRES BLK 000 D-00 - LOT 42 TOTAL 1,745 SF.
<br /> EXISTING CONCRETE
<br /> SITUATE IN THE CITY OF EVERETT, COUNTY OF OFF-SITE - 112TH STREET FRONTAGE
<br /> ii---,11SNOHOMISH, STATE OF WASHINGTON. DRIVEWAY & CURB CUT 304 SF.
<br /> L--J PROPOSED BUILDING
<br /> r - - - J TOTAL NEW/REPLACED IMP. SURFACE = 2,049 SF.
<br /> HEIGHT CALL:
<br /> PROPOSED CONCRETE
<br /> PROJECT BENCHMARK: SNOHOMISH COUNTY CONTOUR *NOTE: DOES NOT INCLUDE AREAS COVERED BY ROOF EAVS.
<br /> / MAPS. NO TOPOGRAPHICAL SURVEY WAS PERFORMED.
<br /> BUFFER REDUCTION
<br /> A- 501.3 .
<br /> • B- 500.5
<br /> BUFFER ADDITION C- 500.8
<br /> D- 501.6 ,,, Western (425)
<br /> SS PROPOSED SEWER STUB TOTAL 2,004.2 � Engineers,
<br /> W PROPOSED WATER LINE + 356-2700
<br /> ..�,ti: ?.,,.i,,. IIIc.
<br /> AVG. GRADE = 501.05 ' -
<br /> S.11 E ADDRESS: TAX PARCEL NO.: MAX BLDG. HEIGHT = 28' SURVEYOR 0 PLANNERS 0 ENGINEERS SITE
<br /> 3D 112TH STREET SE 00573600004200 MAX HEIGHT ALLOWED = 529.05 9740 EVERGREEN WAY, EVERETT, WA., 98204 PLAN FOR:
<br /> EVERETT, WA 98208 SHAFFER SFR
<br /> PROPOSED FINISH FLOOR = 502.5
<br /> DESIGNED BUILDING HEIGHT = 24.83' OWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> ZONING INFO: DESIGN HEIGHT = 527.33' TAS 07-25-17 04 TAS 10-03-18 J. JARRELL 1" = 40'
<br /> R-2 DRAWING FILENAME CHK. BY F.B. NO. JOB NO. NO
<br /> • CITY OF EVERETT 171666ABASEDWG N/A 17-1666 A OF
<br /> • REVIEWED FOR PERMIT puJ1'o2-c0\ k 0,1.3N-ooa
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