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Permit #: PW2006-015
<br />OTH Site Address: 1023 100TH ST SW
<br />HA P OPOwner: RICHARD HARDT
<br />m 93 Tenant: TenName
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<br />App. Date: 6/10/2020 0
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<br />Proposed Use: a
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<br />rI W scription: SITEWORK FOR RV HARDT PLAT N o t
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<br />I I LEGEND: ,�,»
<br />SITE Reviewed By. Date.OS 4s ?o z 1
<br />!'Office Set Job Site Set FirejPlanning Set ¢ a Cr
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<br /><� QMONUMENT AS NOTED
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<br />{ t'# SIDE�' 0 REBAR W/CAP "36811" OTHERWIISE NOTED _ w Uj
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<br />---r,�-- EDGE OF ASPHALT o 0 a
<br />N89 07 10 E 130.00 —X— FENCE ,> w o U
<br />1
<br />Q
<br />- _....,.. ..._."_. .. YARD LIGHT ON Vx 1' BRICK BOX ,
<br />,.< FENCE, z . r w 60 SF... 1 �' 60' SF" w W 60\5 SF' o
<br />N N N
<br />r R AREA YARD AREA11, YARD AREA O CABLE TELEVISION CATV 0.7 DIA. ROUND & FLUSH t097H Q Co N
<br />I.O S. FROM PROPERTY ERTY I y YARD D y v y -w w y W w W y w � Q N I i
<br />ELECTRICAL JUNCT. BOX
<br />L R I F i y Vr 112PI of
<br />I
<br />32, TELECOM PEDESTAL �q {
<br />32' 36' AIR CONDITIONING UNIT
<br />LOT 3 -
<br />4;7st SF 0 N LOT 4 H� POWER PAINT MARK
<br />N
<br />1
<br />LOT 2 N 4,143 SF NET 4,3s5 5F E-f-? WATER PAINT MARK
<br />4,365 SF VICINITY MAP
<br />rn - -- _ ... _ FIRE HYDRANT -
<br />�t � _ � SCALE: 1" — 2,000'
<br />1021 I 1019 101
<br />72 WATER METER
<br />l N N UTIL. LEGAL DESCRIPTION
<br />`V `1 ESM'T l HOUSE # D4 WATER VALVE ALL THAT PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF
<br />i ) i TOWNSHIP 28 NORTH RANGE 04 EAST SNOHOMISH COUNTY
<br />I 22 � (TYP. SECTION 13, ,
<br />t �- 21 :t 4- 21 a WATER IRRIGATION BOX
<br />l a a d o o WASHINGTON, DESCRIBED AS FOLLOWS:
<br />14' 20f ( {�yI GAS METER BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 13;
<br />:X. FENCE INTERS rION,_ 11 � , 20' ' �� ` • � .`. � 5' -ti- STREET SIGN THENCE NORTH 89'07'10" EAST ALONG THE SOUTH LINE OF SAID SECTION1
<br />j 3
<br />Oil IDROPERT''y I_ -NE FOR 30 FEET
<br />! . ..,. `
<br />S/W UNIT POSTAL MAIL BOX(S) ,
<br />( 10 THENCE NORTH 0'16 40 WEST PARALLEL TO THE WEST LINE OF SAID SECTION
<br />.� p/W £---
<br />GUY WIRE &ANCHOR 13 FOR 40 FEET TO THE NORTHERLY MARGIN OF THE COUNTY ROAD;
<br />10, '1: '.. { �, ` -o- POWER POLE THENCE NORTH O'16'40" WEST FOR 193.95 FEET;
<br />1 , »
<br />/ rR'f�1 THENCE NORTH 89°0710 EAST FOR 552.30 FEET TO THE TRUE POINT OFLO BEGINNING OF THIS DESCRIPTION;
<br />�� 42' 28041300301300 ,
<br />to 4 THENCE SOUTH 89'0710 WEST 130 FEET
<br />- , , THENCE SOUTH 0'1640 EAST TO THE NORTHERLY MARGIN OF THE COUNTY
<br />28041300301500 ; - 65 '` �#. I 65 5 LANDSCAPE BASIS OF GEARING ROAD;
<br />�3 BUFFER
<br />I n'F i 1 MONUMENTED SOUTH LINE OF THE SOUTHWEST QUARTER OF »
<br />THENCE NORTH 89°071
<br />w ,t,
<br />w �E 60Q SF SECTION 13,T 0 EAST 130 FEET;
<br />to 600 SF {
<br />YAFD AREA { YAFD AREA ' 28041300301200THENCE NORTH 0°16'40" WEST TO THE POINT OF BEGINNING:
<br />w , KS cfl TOWNSHIP 28 NORTH RANGE 4 EAST, W.M. AS THE BEARING OF
<br />O W v w { y r y W » SITUATE IN THE COUNTY' OF SNOHOMISH, STATE OF WASHINGTON
<br />50
<br />Z � ,�� w �
<br />NORTH 89'0710 EAST.
<br />—22; t- EX. HOUSE (LEGAL
<br />BSBL
<br />22' • • � � � 1� � (L AL DESCRIPTION PER DEED OF TRUST A.F.N. 201603030059)
<br />3 x j
<br />1 7 N o� a I �� �`' `t- I �/ n
<br />I 1 -� UTILITY •• - , •A•. a iQ DATUM NAVD 88 SUBTRACT 3.688' FROM NAVD 88 TO ACHIEVE NGVD 29 PROJECT INFORMATION
<br />A a� s ,
<br />N ESM'T 23 0 BENCHMARK SITE ADDRESS: 1023 100TH ST SW
<br />C , . 1015 _ z BRASS DISK WITH X IN A 4 x4 CONCRETE MONUMENT & EVERETT WA 98204
<br />.23 • , • • :FOUND CASED, " " ,
<br />_ _ _ 4� „ TAX NUMBER: 28041300301400
<br />5' 1021 5 - STAMPED LS 18094 LOCATED ABOUT 110 FEET WEST OF THE
<br />7' L' { "° 7 LOT 5 f INTERSECTION OF 100TH STREET SW AND HOLLY DRIVE, AKA CITY OF EXISTING ZONING: R-2
<br />{ 4' �a { 5,850 SF EVERETT STATION 687-28-04:
<br />PROPOSED ZONING: R-2
<br />LOT 1 {� : 4,450 SF NET ELEV. _ 573.705'
<br />EX. HOUSE �o G { I 4' ' ( PROPOSED LAND USE SINGLE FAMILY RESIDENTIAL
<br />N 5,850 SF N .I {+ah { /� SEWAGE DISPOSAL MUKILTEO WATER AND WASTEWATER
<br />I 0 4,449 SF NET T ° NOTE:
<br />I DISTRICT
<br />34' 1 I .:a I 34 r r :,
<br />ALL EXPOSED GROUND MUST BE RE -SEEDED WITH IN 30 DAYS OF THE WATER SUPPLY CITY OF EVERETT
<br />1 1 ..H COMPLETION OF CONSTRUCTION. IF RE -SEEDING . ,-; ; M.. : ' IS NOT PRACTICAL DUE SCHOOL DISTRICT MUKILTEO SCHOOL DISTRICT 6
<br />$ -r t • s e r " 8 I
<br />0.
<br />�; `, TO WEATHER OR SEASONAL RESTRAINTS, THE GROUND MUST BE FIRE DISTRICT CITY OF EVERETT
<br />-1_f COVERED WITH MULCH AS DIRECTED BY THE CITY ENGINEER.
<br />20' _ n3'
<br />aa2 k`.
<br />B SI� L -�. —� _..- F. i — ' — -- _... t 10,
<br />(TYP.) { 30 ACCESS & PUBLIC GROSS SITE AREA 25,213 SF 0.58 ACRES
<br />UTILITY ' TOTAL PROPOSED LOTS 5
<br />{ UTILITIES EASEMENT I ESM'7 _ OS DENSITY D. U. PER
<br />GROSS ENSI Y (5/0.58) 8.62 ACRE
<br />cn r N89 07 10 E N AVERAGE LOT SIZE LOT 'AREAS ONLY
<br />( ) 5,042 SF 0.12 ACRES
<br />_ SMALLEST LOT SIZE 4,365 SF 0.10 ACRES
<br />7
<br />r-, _._„„, �..,"»:.;. .�--•_...,,-.,_::::az:-._ ,. _ -"•„'.'��` •: _. ..ter" ".. �, d• '- ..,,i.l .. � � .1a. "- .'"�,'""'? �.-t - � --� °� i.`
<br />SO D _ S
<br />OWNER f APPLICANT GEOTECH
<br />I BENCHMARK RV HARDT PROPERTIES, LLC COBALT GEOSCIENCES, LLC
<br />I ; NO PARKING
<br />EL=573.705 7714 78TH PL NE PO BOX 82243
<br />.:- SIGN (1 YP.) CITY OF EVERETT MARYSVILLE WAS 98270
<br />o © t : > 206.331.1097
<br />X. = STA#: 678-28-04 425.330.6753 EMAIL: COBALTGEOC�GMAlL,COM
<br />{ , „23+00 _ NAVD 88 EMAIL: RVHARDT®YAHOO.COM CONTACT: PHIL HABERMAN, PE, LG, LEG
<br />20+75 21+00 100TH,ST SW Co � N89 0710E 663.04 - - - - CONTACT: RICK HARDT
<br />_' ,
<br />,.� ..,._.. u.. -� 0 20 40 PLANNER CONTACT
<br />SURVEYOR LAND RESOLUTIONS
<br />.X. SSMH=57 '.96 ., .. # : t, : t CASED, (�,NC HORIZONTAL SCALE ORCA LAND SURVEYING 3605 COLBY AVE
<br />x r„ ff�I .-1.� 3605 COLBY AVE EVERETT, WA 98201
<br />iI E RIM R VTR ht
<br />I TOTAL ON -SITE EVERETT, WA 98201 425.258.4438
<br />- INTERSECTION -,5 � 7(� — ��� i# , o _ fMPERVICiUS AREA SUMMARY
<br />I f a = TABLE
<br />425 259 3400 F• 4252581616
<br />...................._,"_.._.OOTH ST SW (STA 22+U0.0)
<br />. ..,... f
<br />ACCESS TRACT (STA 1
<br />=5
<br />46
<br />_.� e-
<br />1E 575.2 ADS - - _.T_a __ _.._.-_ m_ _..... _.
<br />F: 425.258.1616 EMAIL: JENOORCALSI.COM
<br />EMAIL: JOANNE@ORCALSI.COM CONTACT: JEN HAUGEN
<br />CONTACT: JOANN E M. SWANSON, PLS
<br />CIVIL ENGINEER E"EOVE
<br />OMEGA ENGINEERING; INC. D U
<br />... 7 zW12 ADS ��I... twt��: �� JOSEPH SMEBY, PE
<br />I, 1 . � BAN T 'N 2707 WETMORE AVE. MAR 1 8 2021
<br />,� � TOTAL AREA - 25,213 SF = 0.58 AC EVERETT, WA 98201
<br />GRADING QUANTITIES; 425.903.4852 CITY OF EVERETT
<br />F: 425.259.1958
<br />PROJECT NOTES: NOTE: CUT = 490 C.Y. Permit Services
<br />FILL = 490 C.Y. -
<br />ARCHEOLOGICAL NOTE. 1) NO DUPLEXES ARE PROPOSED WITHIN THIS SUBDIVISION. ALL NEW DRY UTILITY SERVICES TO EACH LOT
<br />2 PROJECT SHALL BE CONSTRUCTED IN ONE PHASE. IE., POWER, CABLE TELEPHONE ETC. SHALL GRADING QUANTITIES ESTIMATED BASED ON
<br />IF AT ANY TIME DURING CONSTRUCTION ARCHEOLOGICAL RESOURCES ) ( )
<br />CURRENT SITE INFOR ATI
<br />ARE OBSERVED ON THE PROJECT SITE, WORK SHALL BE 3} ENTIRE SITE LIES OUTSIDE OF FLOOD HAZARD AREA AND LANDSLIDE BE INSTALLED UNDERGROUND. M ON &ASSUMED
<br />TEMPORARILY SUSPENDED AT THE LOCATION OF DISCOVERY AND A HAZARD AREA.
<br />EXCAVATIONS NECESSARY FOR PROPOSED
<br />PROFESSIONAL ARCHAEOLOGIST SHOULD DOCUMENT .AND ASSESS THE 4) ALL LOT AREAS ARE GROSS AREAS UNLESS OTHERWISE NOTED IMPROVEMENTS. DRAWING INDEX
<br />DISCOVERY. THE DEPARTMENT OF ARCHEOLOGY AND HISTORIC 5) THE NEARESTFIRE HYDRANT IS LOCATED .APPROXIMATELY 70 FEET SOUTH NOTE: 1) COVER SHEET
<br />.
<br />R TRIBE MUST
<br />PRESERVATION (DAHP) AND ALL CONCERNED S T BE AND 15 FEET .EAST OF THE SOUTH EAST .CORNER OF PROPOSED LOT 5, ON THE LOCATIONS AND DEPTHS OF UTILITIES- SHOWN ON THESE 2} SWPPP ,
<br />CONTACTED FOR ANY ISSUES INVOLVING NATIVE AMERICAN SITES. IF THE SOUTH SIDE OF 100TH STREET SW.
<br />PLANS ARE BASED ON A SURVEY BY OTHERS AND AS BUILT 3) FRONTAGE PLAN
<br />EITHER IN �
<br />PROJECT ACTIVITIES EXPOSE HUMAN REMAINS, E THE FORM 6 10 UTILITIES EASEMENT ABUTTING ROAD FRONTAGE INFORMATION
<br />) D R TAGE AND AN ADDITIONAL 7 N PROVIDED BY THE CITY OF EVERETT. THESE 4) .DRAINAGE. PLAN
<br />OF BURIALS OR ISOLATED BONES OR TEETH, OR OTHER MORTUARY
<br />r
<br />UTILITY AS UTILITIES BY �;�,..�.....�
<br />ITEMS, WORK IN THAT AREA MUST BE STOPPED IMMEDIATELY. LOCAL
<br />EASEMENT ABUTTING THE PRIOR EASEMENT. ON ALL. LOTS AND CITIES ARE SHOWN USING THE BEST INFORMATION AVAILABLE. 5 PRIVATE ACCESS PLAN. &PROFILE
<br />TRACTS AT TIME OF RECORDING. THE ACTUAL LOCATION AND DEPTH MAY DIFFER FROM THOSE 6 SEWER & WATER
<br />LAW ENFORCEMENT DAHP AND AFFECTED TRIBES MUST BE ) PLAN _ r Z (' .�r r-f..• ,
<br />SHOWN. THE T :.,
<br />7 .LANDSCAPING IN ACCORDANCE WITH EMC 18.28:080 TO BE DETERMINED AT CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES
<br />IMMEDIATELY CONTACTED. NO ADDITIONAL EXCAVATION MAY BE ) 7) DETAILS
<br />TIME OF BUILDING PERMIT. LOCATED PRIOR TO STARTING ANY WORK.
<br />UNDERTAKEN UNTIL A PROCESS HAS BEEN AGREED UPON BY THESE 8) DETAILS
<br />8) PROPOSED HOUSE AND DRIVEWAY LOCATIONS ARE APPROXIMATE. ACTUAL
<br />PARTIES, AND NO EXPOSED HUMAN REMAINS MAY BE LEFT Know what's b@IOW. 9) DETAILS
<br />UNATTENDED. FOOTPRINTS TO BE DETERMINED AT TIME OF BUILDING PERMIT.
<br />10) SOIL. MANAGEMENT PLAN-
<br />9) 4' PRIVACY FENCE OR TO BE INSTALLED AT TIME OF BUILDING PERMIT. Call two business
<br />TYPE AND STYLE TO BE DETERMINED BY BUILDER OF THE SHORT PLAT.'
<br />days before y©u dig.
<br />10 TDR DENSITY CREDIT ARE UTILIZED NTH THIS
<br />} S E WI S APPLICATION: SS19--010
<br />PGIS s
<br />NPGIS s
<br />Tataf s
<br />Existing
<br />636
<br />1,929
<br />2,565
<br />Existing (Removed)
<br />636
<br />1,929
<br />2,565
<br />Replaced
<br />0
<br />0
<br />0
<br />New 1
<br />0
<br />1 13,540
<br />1 13,540
<br />New + Replaced 1
<br />0
<br />1 13,540
<br />1 13,540
<br />Total Site Impervious 1
<br />0
<br />13 540
<br />13 540
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<br />11
<br />PROD. NO. DSN. BY:
<br />19-1109 JMS
<br />DATE:
<br />12/2/20
<br />SCALE:
<br />1„ 20' -
<br />DRAWING NO.
<br />1
<br />OF 10
<br />
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