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HomeMy WebLinkAboutMAP_Survey_191010_v1.pdfW N S E GRAPHIC SCALE 5 0 5 10 20 11NCH = 10 FT. LEGEND j% FOUND MONUMENT AS DESCRIBED -OHP- OVERHEAD POWER O FOUND REBAR AS DESCRIBED OHU OVERHEAD UTILITIES TACK IN LEAD FOUND -X- CHAINLINK FENCE SAMMAMISH, WA 98074 SET 5/8" X 24" IRON ROD � WOOD FENCE ti asto 9 n W/1" YELLOW PLASTIC CAP � m SITE CONCRETE WALL 0 POWER METER j, t. st eddysbanqu is 3619 LAKE WASHINGTON BLVD N I ` ory L ONE AND A HALF UTILITY POLE ROCKERY 0 GAS METER TAX PARCEL NUMBER: 334270-0290 ASPHALT SURFACE C SANITARY SEWER CLEANOUT 0 SANITARY SEWER MANHOLE L7 CONCRETE SURFACE D4 WATER VALVE PROJECT ADDRESS: 3619 LAKE WASHINGTON BLVD N Kennydale 36th S1 O GRAVEL SURFACE Beach Park FIRE HYDRANT UJ ® WATER METER CE CEDAR -� SIGN DS DECIDUOUS ZONING: R-8 APPROXIMATE LOCATION SANITARY SP SPRUCE SS JURISDICTION: CITY OF RENTON iq I i ,aP i / Ld_ SEWER LINE m CO k / BI BIRCH SD APPROXIMATE LOCATION STORM PARCEL ACREAGE: 3,976 S.F. (± 0.091 ACRES) I 45.2�� \ i DRAIN LINE PI PINE AS SURVEYED UPLAND L--- ___ INDICATES MULTI -TRUNK LEGAL DESCRIPTION LOTS 57 AND 58, BLOCK A, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH SECOND CLASS SHORELANDS ADJOINING; TOGETHER WITH THAT PORTION OF THE FORMER NORTHERN PACIFIC RAILWAY COMPANY'S RIGHT OF WAY LYING WESTERLY OF A LINE PARALLEL WITH AND DISTANT 35 FEET WESTERLY, MEASURED AT RIGHT ANGLES, FROM THE CENTERLINE OF THE MAIN TRACT AND BETWEEN THE NORTHERLY AND SOUTHERLY LINES OF SAID LOTS 57 AND 58 EXTENDED EASTERLY; EXCEPT THE EASTERLY 10 FEET THEREOF FOR ROAD; SITUATE IN THE CITY OF RENTON COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS ACCEPTED A BEARING OF N00°17'14"E ALONG THE WEST LINE OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., BASED ON RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 20040406900010 PROJECT INFORMATION VICINITY MAP NTS I 1 M _ Rp i W �L0 V z z N I..L I- r M U ��W vJ r W z r ��W VJ z D z O W W Lu 0 SURVEYOR: SITE SURVEYING, INC. N Vqm St CHECKED BY: TNW L 6/3/19 21923 NE 11TH ST Q i rn 8 � ro s3. SAMMAMISH, WA 98074 �� SURVEY LINE i 4 / 1 i O� i FOR LOT � N am `. ti asto 9 n � m SITE PROPERTY OWNER: ANDREW & MEGAN ALBERTSON �1 \� t — i j, t. st eddysbanqu is 3619 LAKE WASHINGTON BLVD N I ` ory L ONE AND A HALF ` w N 37th St I 10.0' I y b STORY HOUSE j //// LAKE TAX PARCEL NUMBER: 334270-0290 _, Z / / M RH = 44.5' V WASHINGTON FF=28.01' i, H 9f K89_ PROJECT ADDRESS: 3619 LAKE WASHINGTON BLVD N Kennydale 36th S1 O Beach Park Quickstrirg UJ { m m N 35th st ZONING: R-8 n z E -Haircuts JURISDICTION: CITY OF RENTON iq I i ,aP i / Ld_ N 34th St m CO k / m Z O PARCEL ACREAGE: 3,976 S.F. (± 0.091 ACRES) I 45.2�� \ i Q N 33rd PI I AS SURVEYED UPLAND L--- ___ ------ -�--------- ------ ---- — - Boulevard Salon °, Ewing Investments a 33rC _ Q z N��d�t GENERAL NOTES - o o �—------- \'0 womaj CW z 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. DECK DECK VICINITY MAP NTS I 1 M _ Rp i W �L0 V z z N I..L I- r M U ��W vJ r W z r ��W VJ z D z O W W Lu 0 SURVEYOR: SITE SURVEYING, INC. _ I `o U j i 74,2,\ CHECKED BY: TNW DATE: 6/3/19 21923 NE 11TH ST Q i rn SAMMAMISH, WA 98074 �� SURVEY LINE i 4 / 1 i O� i FOR LOT PHONE: 425.298.4412 O( DECK 0, CLOSURE ONLY ABOVE I� �?� �tO �O PROPERTY OWNER: ANDREW & MEGAN ALBERTSON �1 \� t — i 3619 LAKE WASHINGTON BLVD N I ` ory L ONE AND A HALF RENTON, WA 98056 I 10.0' I y b STORY HOUSE j //// LAKE TAX PARCEL NUMBER: 334270-0290 _, Z / / M RH = 44.5' WASHINGTON FF=28.01' i, PROJECT ADDRESS: 3619 LAKE WASHINGTON BLVD N M .- p I 12.9' _ / FF BASEMENT = 20.15' ------------- -� ✓ O RENTON, WA 98056 rn I //// r^ co UJ ZONING: R-8 JURISDICTION: CITY OF RENTON iq I i ,aP i / Ld_ w m CO k / m Z O PARCEL ACREAGE: 3,976 S.F. (± 0.091 ACRES) I 45.2�� \ i Q 0 op AS SURVEYED UPLAND L--- ___ ------ -�--------- ------ ---- — - Z a a---- w S89028'05"W 96.00 e 'FO ND REBAR NO CAP i / / _ Q z ►wns-N--------- -Z__-- __o ______-'_ 0.2' W F CALCED POSITION „� 2.46' 1 GENERAL NOTES - o o �—------- \'0 womaj CW z 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. DECK DECK G Q O EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ABOVE O ` � / p� z ARE NOT SHOWN HEREON. �� �p / \ 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL Q3gD�o3 /o \ / w J STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET o / °O ^O^ 0- T_ BY WAC 332-130-090. o 0 Z z 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN M MAY 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. - I 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND i OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5• ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE N/ / `� NOTED. / VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY WCCS SURVEY CONTROL DATABASE. THE MARK IS A CGS BRASS CAP A41 FEET NORTH OF THE DATUM INTERSECTION OF LAKE WASHINGTON BOULEVARD AND MOUNT VIEW STREET SE. POINT ID NO. N384; ELEVATION: 42.126 FEET - NAVD 88 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. I FOUND IRON PIPE AND "23613" CAP PROJECT NO. 19-158 DRAWN BY: EFJ CHECKED BY: TNW DATE: 6/3/19 SHEET 1 OF 1 0 co a W E cc E E M CO W z M N 0) V .Q Q. ca E .y