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APPROVED
11 +DO
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DATE SYM
LAKE WASHINGTON
CONSTRUCTION ~ = "A" LINE 12+00
-----'= + -=---
NEW BRIDGE
ARMORED BANK,
SEE CIVIL DWGS
MITIGATION PLANTING
(1344 Sf) HABITAT GRAVEL
REINFORCED SOIL REINFORCED SOIL WITH
WITH LIVE STAKES LIVE STAKES (OHW 15.5')
(OHW 15.5') MITIGATION PLANTING HABITAT GRAVEL (1185 SF} ----
\ EXISTING
CEDAR BULKHEAD
RIVER
EXISTING EXISTING VEGETATION
BULKHEAD TO REMA!
EXISTING VEGETATION
TO REMAIN
-s-~-~-: N_1·-=2-o·--o-· -----<@
20 0 20 40
1• -20' --------sco.le feet
REVISION BY APPROVED DATE
(
EXISTING VEG ATION
TO REMAIN
13+00
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EXISTING PARK
CEDAR RIVER TRAllo
ACCEPTABILITY
THIS DESIGN ANO/OR
SPECIFICATION IS APPROVED
APPROVED BY DEPT. DATE
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PERMIT SET NOT FOR CONSTRUCTION
SUBTrTU:
LANDSCAPE PLAN
TITLE REPLACE NORTH BRIDGE
NORTH BRIDGE
CEDAR RIVER
STRUCTURAL MASTER
LEGEND
EYtfil REINFORCED SOIL WITH LIVE STAKES
I I HABITAT GRAVEL
0 EXISTING VEGETATION TO REMAIN
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO WASHINGTON STATE
STANDARD SPECIF ICATIONS FOR ROAD, BRIDGE, AND
MUNIC IPAL CONSTRUCTION, DATED 2012 AND
AMENDMENTS.
2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO
REMAIN.
3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE
SYSTEM, NORTH ZONE NAO 83(91)
4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM
1929 (NGVD 29)
5. TO CONVERT ELEVATIONS SHOWN HEREON TO CllY OF
RENTON VERTICAL DATUMN (NAVO 88) SEE DWG C010.
6. SCALES SHOWN ON PLANS ARE AT FULL SIZE (24"x36").
City of Renton
Planning Division
DEC"2 6 NI!
REFERENCE DRAWINGS
SEE DWG. LS001 FOR NOTES AND PLANTING SCHEDULE.
SEE CIVIL PLANS FOR TEMPORARY EROSION AND
SEDIMENT CONTROL REQUIREMENTS
CURRENT REVISION
SYMBOLORI
DATE
SHEET
LS100
12.18.12
JOB NO. COMP NO . W511958
RENTON, WA DWG NO. RTN-NBRDG-LS 100
SE 1 /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M. SHORT SUBDIVISION NUMBER LUA 13-000303-SHPL
LND-20-0578 CITY OF RENTON, KING COUNTY, WASHINGTON
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS(S) IN FEE SIMPLE OF
THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO
RCW S8. l 7.060 AND DECLARE THIS SHORT SUBDIVISION TO BE THE GRAPHIC REPRESENTATION OF
SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE OWNER(S), AND DO HEREBY DEDICATE TO THE USE OF THE
PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE
USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC
HIGHWAY PURPOSES.
MAY VALLEY MEADOWS, LLC
BY:
ITS:
BY:
GOLDSMITH LAND INVESTMENTS, LLC
MANAGER~--~-· ~ .~ ........ ;:-;': ................... ,......;. ....................................................... .
JOHN D. DULCICH, PRESIDENT.
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
) ss
COUNTY OF KING )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
TotttJ D. V\Ju.1 c. H ·············· ·······················································································
SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER)
FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED
IN THE INSTRUMENT.
PRINTED NAME OF NOTARY PUBLIC
V ci 11.J "r: c_ LJ:=',4{Z i ••••••••••• ,~.':';.· •.•..•.•.• '"':-I."' ••••••••....•••.•..••••.•....•...••.•.•.•......•.•.•.•.•..........•.
SIGNATURE OF NOTARY PU~
............................ &.~~:........... ............................................... .
~-ll\-ao,3 DATED ......................................................................................... .
,-J7-~01 S""" MY APPOINTMENT EXPIRES ........................................................... .
APPROVALS
CITY OF RENTON
ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
EXAMINED Ai$'PPROVED THIS .. bQr.H ll~Y OF . .IJ.U.& . .'J..5 .. T. ........... , 2013
BY: ............. . .tte:1-r ... 3'fJ:Jh1~/.l?..~., .... f.W ... A.J.m.rtt1.'.~ .. tr.ld.W.V.:.
KING COUNTY DEPARTMENT OF ASSESSMENTS
"J L....-"7' /\ I
D A ,,/.. .:_; ' (t' : / &\ I )J ·\ EXAMINE AND PPROVEO THIS ............ , ... DAY OF .... , ... , .. , .... )., .......................... , 2013
' \ Ii
• '---' 1J -! ,,i. n Lt l Ct BY ...................• ,. ................................................................................................................... .
ASSESSOR . / . .
!, / • l / f ~11/1. · ··\ cV vrv\ BY· ' J v· 1' ' ' / . / .I r IV . ···················.s.-··················~················:;···············································································
DEPUTY ASSESSOR
RECORD MA TIERS
1) EXCEPTION NO. 4 OF THE HEREIN NOTED PLAT CERTIFICATE IS FOR AN EASEMENT RECORDED
UNDER RECORDING NUMBER 3026181. SAID EASEMENT ESTABLISHES THE RIGHT TO MAKE
NECESSARY SLOPES FOR CUTS OR FILLS UPON THE SUBJECT PROPERTY ALONG THE STREET MARGIN
BUT CANNOT BE PLOTIED HEREON.
GOLDSMITH
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE. Bellevue. WA 98004 I PO Box 3565. Bellevue, WA 98009
T 425 462 1080 F 425 462 7719 www.goldsmitheng1neering.com
M:\ACAD\SURVEY\ 12\ 12196\Final Short Plat\ 12196X02.dwg Erica Malm 2013-08-16 5:06 PM
2) EXCEPTION NO. 6 OF THE HEREIN NOTED PLAT CERTIFICATE IS FOR A SENSITIVE AREA NOTICE
RECORDED UNDER RECORDING NO. 9102251510 AND 9103080632. THE SENSITIVE AREA NOTICE
NOTIFIES THE PUBLIC OF THE SENSITIVE AREAS ON HIE SITE, BUT IT IS NOT A DELINEATION OF SAID
SENSITIVE AREAS. CONCURRENT WITH THIS SHORT SUBDIVISION, CRITICAL AREAS HAVE BEEN
IDENTIFIED AND DELINEATED. THE SENSITIVE AREAS, AND REQUIRED BUFFERS AND SETBACKS, PER
CITY OF RENTON MUNICIPAL CODE, ARE SHOWN HEREON.
TRACT NOTES
NATIVE GROWTH PROTECTION AREA (TRACT X): THE NATIVE GROWTH PROTECTION AREA (TRACT X)
HEREBY ESTABLISHED, HAS BEEN DEDICATED TO THE CITY OF RENTON FOR THE PRESERVATION OF
NATIVE VE0ETATION FOR THE CONTROL OF SURFACE WATER ANO EROSION, MAINENANCE OF
SLPOE STABILITY, VISUAL AND AURAL BUFFEIRNG, PTORECTION OF PLAN AND ANIMAL HABITAT,
AND FOR OPEN SPACE AND PASSIVE PARK PURPOSES.
NOTES
1. HORIZONTAL DATUM: NAO 1983/91 WASHINGTON NORTH. BOUNDARY INFORMATION SHOWN
HEREON REFERENCED THE FOLLOWING INFORMATION:
A) RECORD OF SURVEY AS RECORDED IN VOLUME 65 OF SURVEYS, PAGE 171, RECORDS OF KING
COUNTY, WASHINGTON.
B) RECORD OF SURVEY AS RECORDED IN VOLUME 256 OF SURVEYS, PAGE 73, RECORDS OF KING
COUNTY, WASHINGTON.
C) HIGHLANDS AT NEWCASTLE ACCORDING TO THE flLAT THEREOF AS RECORDED IN VOLUME 204
OF PLATS, PAGES 91-100, RECORDS OF KING couN·1 Y.
D) WGS SURVEY DATA WAREHOUSE
E) CITY OF RENTON SURVEY CONTROL MONUMENTS /\ND BENCHMARKS
F) KING COUNTY ASSESSORS MAP FOR SW 34-24-05
2. BASIS OF POSITION (STATE PLANE COORDINATES): HELD CITY OF RENTON SURVEY CONTROL
POINT 2097 FOUND "X" ON STONE MONUMENT DOWN 1 .O' IN A MONUMENT CASE IN
CONSTRUCTED CENTERLINE OF 148TH AVENUE SE A!"PROXIMATELY 20 FEET SOUTH OF
CONSTRUCTED INTERSECTION WITH MAY VALLEY ROAD. NORTHING (FT):191 l 08.653, EASTING
(FT): l 316 760.450 GRID
3. l.lASIS OF BEARING (STATE PLANE COORDINATES): I iELD THE BEARING BETWEEN THE ABOVE
NOTED BASIS OF POSITION AND CITY OF RENTON POINT 1838 -FOUND 14" BRASS PIN IN
CONCRETE DOWN 0.4' IN A MONUMENT AT CASE AT THE INTERSECTION OF NE 24TH STREET AND
UNION AVENUE NE. CITY OF BELLEVUE DESIGNATION NO. 0350. NORTHING (FT):190002.382,
EASTING (FT):l 311439113 GRID
4. BASIS OF POSITION: HELD SOUTHWEST CORNER Of SECTION 34, TOWNSHIP 24 NORTH, RANGE 5
EAST (ALSO KNOWN AS WGS SURVEY CONTROL POINT 3707). -FOUND CONCRETE MONUMENT WITH
3/8" BRASS PLUG WITH PUNCH IN CASE. MONUMENT ,S LOCATED ON THE NORTH BOUNDARY LINE
OF THE PLAT OF CALEDON AND IS 1.0' EAST OF THE CENTERLINE OF 132ND AVENUE SOUTH EAST,
OPPOSITE THE SOUTH PROPERTY LINE OF HOUSE #95 50. MONUMENT IS l .O' BELOW GROUND. SEE
WGS SURVEY DATA WAREHOUSE FOR A MORE DETAIi.ED DESCRIPTION.
5. BASIS OF BEARING: HELD THE BEARING BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE
SOUTHEAST CORNER OF SAID SECTION 34, ( ALSO KNOW AS WGS SURVEY CONTROL POINT 3705), A
FOUND STONE WITH CHISELED "X" IN CASE TO BEN 88' 33'15" W PER DIRECT INVERSE. SEE WGS
SURVEY DATA WAREHOUSE FOR A MORE DETAILED DESCRIPTION.
6. MONUMENTATION NOTED AS FOUND WAS FIELD VISITED ON JANUARY 08, 2013.
7. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON ARE PER OLD REPUBLIC TITLE, LTD.
PLAT CERTIFICATE (FOURTH) ORDER NUMBER 52071 I 0286 DATED JUNE 6, 201 3. ONLY THOSE
EASEMENTS NOTED IN SCHEDULE 8 OF SAID REPORT THAT CAN BE PLOTTED ARE SHOWN HEREON.
8. GRID DISTANCES WERE REDUCED TO GROUND DISTANCES USING A COMBINATION FACTOR OF
0.999985210, WHERE GRID DISTANCE DIVIDED BY COMBINATION FACTOR EQUALS GROUND
DISTANCE. THEREFORE THE ONLY TRUE WASHINGTON STATE PLANE COORDINATES ARE THE
AFOREMENTIONED STATE PLANE COORDINATES.
9. THAT PORTION OF THE WESTERLY BOUNDARY THAT IS DESCRIBED AS 'THE CENTERLINE OF MAY
CREEK" WAS CALCULATED USING THE MIDPOINT OF THE FIELD LOCATED ORDINARY HIGH WATER
MARKS DELINEATED BY WETLAND RESOURCES INC.
CONFORMED COPY
20130827900009
CITY OF RENTON SPM
PAGE-001 OF 003
08/27/2013 12:21
148.00
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF GOLDSMITH LAND INVESTMENTS, LLC IN
FEBRUARY, 20 l 3 . ,yl_ 7· -
LEED~i'seLs i~-......... .
l 0. THE SOUTH RIGHT OF WAY MARGIN FOR SE MAY VALLEY ROAD IS BASED ON THE ABOVE NOTED
RECORD OF SURVEY (VOLUME 256, PAGE 73).
11. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED ONE OR MORE OF THE
FOLLOWING SURVEY INSTRUMENTS AND PROCEDURES:
A. FIELD TRAVERSE AND/OR GLOBAL POSITIONING SYSTEM SURVEY.
8. ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON GPT 3005, TOPCON GTS 815A,
NIKON DTM-430 OR NIKON DTM-530.
C. TOPCON HIPER LITE PLUS GPS EQUIPMENT.
D. TOPCON GR-3 GPS EQUIPMENT.
E. ALL FIELD TRAVERSE WORK COMPLIES WITH CURRENT STANDARDS AS OUTLINED IN WAC
332-130-070, 080 AND 090. ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S
SPECIFICATIONS AS REQUIRED BY WAC 332-130-100
12. VERTICAL DATUM: NAVO 1988 PER WGS SURVEY DATA WAREHOUSE.
MASTER BENCHMARK: WGS SURVEY DATA WAREHOUSE (DESIGNATION RENT #2183). FOUND 3"
BRASS DISK STAMPED "CITY OF BELLEVUE 0341" SET ON TOP OF CONCRETE MONUMENT IN CASE.
MONUMENT IS LOCATED IN FRONT OF HOUSE #13905 AND IS 2.0' SOUTH OF THE SOUTH EDGE OF
PAVEMENT OF MAY VALLEY ROAD (NAVO 1988) ELEVATION= 3 l 5.S5 FEET
SITE BM#l: GOLDSMITH SURVEY CONTROL POINT MV* I -SET MAG NAIL AND TAG IN THE NORTH
SHOULDER OF SE MAY VALLEY ROAD 2.7' SOUTH OF THE NORTH EDGE OF PAVEMENT AND+/-23'
WEST OF THE WEST EDGE OF DRIVEWAY TO HOUSE #1381 5. ELEVATION = 314.11 FEET.
SITE BM#2: GOLDSMITH SURVEY CONTROL POINT MV*2 -SET REBAR AND CAP IN BACK YARD+/-
73' SOUTH OF THE SOUTH EDGE OF ASPHALT ROAD AND +/-100' EAST OF A 6' WOOD FENCE
RUNNING ALONG THE WEST BOUNDARY LINE. REBAR IS+/-3' NORTH OF TOP OF SLOPE. ELEVATION
= 299.98 FEET.
SITE BM#3: GOLDSMITH SURVEY CONTROL POINT MV*3. SET MAG NAIL AND TAG IN BACK YARD IN
ASPHALT ROAD. MAG NAIL IS+/-36' EAST OF 4' WIRE FENCE RUNNING ALONG THE WEST
BOUNDARY, 28' SOUTH OF THE SOUTH EAST CORNER OF A SHED AND 5.0' EAST OF THE WEST EDGE
OF PAVEMENT OF SAID ROAD. ELEVATION = 305.48 FEET.
13. PLANIMETRIC INFORMATION SHOWN HEREON WAS FIELD LOCATED ON JANUARY 8-11, 2013
AND IS CURRENT TO THOSE DATES ONLY.
14. WETLANDS AND ORDINARY HIGH WATER MARKS SHOWN WERE DELINEATED BY WETLAND
RESOURCES INC. AND WERE FIELD LOCATED BY GOLDSMITH IN JANUARY 2013.
1 5. FLOOD ELEVATION DATA IS BASED ON THE PRELIMINARY 0-FIRM -PRELIMINARY FLOOD
INSUflANCE Rl'.TE MAP J\ND FLOOD INSURANCE STUDY KING COUNTY, WASHINGTON. MAP
#53033(0669 K. PORTIONS OF SITE ARE DESIGNATED AS FLOOD ZONE "X" WHICH ARE AREAS
DEEMED TO BE OUTSIDE OF THE sod YEAR FLOOD PLAIN AND ZONE "AE" WHICH ARE AREAS WHERE
THE BASE FLOOD ELEVATION HAS BEEN DETERMINED. THE APPROXIMATE BASE FLOOD ELEVATION
THE ELEVATION DEEMED TO BE THE l 00 YEAR FLOOD LINE, EXTENDS FROM ELEVATION 282 FEET,
TO ELEVATION 290 FEET ACROSS THE WIDTH OF THE PROPERTY AS DEPICTED ON FLOOD PROFILE
109P AS ASSOCIATED WITH SAID PRELIMINARY 0-FIRM. THE LOCATION OF THE 100 YEAR FLOOD
LINE IS SHOWN HEREON IN ITS APPROXIMATE LOCATION ONLY. THE BASE FLOOD PLAIN HAS NOT
BEEN FIELD VERIFIED AS PART OF THIS SURVEY.
16. THE OWNERS OF EACH OF THE LOTS HEREBY CREATED ARE REQUIRED TO MAINTAIN THAT
PORTION OF THE SPLIT RAIL FENCE FRONTING TRACT X LOCATED ON THEIR LOT.
17. WATER AND SANITARY SEWER UTILITY SERVICE STUB CONNECTIONS TO BE PERMITIED AND
INSTALLED AS PART OF THE FUTURE HOUSE CONSTRUCTION.
18. DECLARATION OF COVENANT FOR MAINTENANCE & INSPECTION OF FLOW CONTROL BMPS AS
RECORDED UNDER KING COUNTY RECORDING NO. __ 2.013_c:J6-2,'"] C'O llcb;:) __________ .
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SHORT PLAT
t-C_IT_Y__:O ..... F __ R ..... EN_T_:.O_N_---r ____ __.:K~IN:..:..G::.,.:::CO:..:U::..N:..:..T..::_Y ____ ~ __ W'..'...'.A..'.::'.'.SH_I N_G_.TO_N
SCALE: N/A DATE: 5/29/2013 JOBN0.:12196 FLO BK:
OWN: EMALM CHK: MMAUGER SHEET: 1 /3 PG#:
•
SE 1 /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SHORT SUBDIVISION NUMBER LUA 13-000303-SHPL
LND-20-0578
NOT VISITED
HELD PER PLAT
SEE NO TE /IC, SHEET 1/J NOT VISITED
HELD PER PLAT
SEE NOTE /IC, SHEET I/J
_ NBB 0 46'4o'w 2654 87
-----02144 --------T--· ---------------_ 1 _ _ __ _ _ __ _ _ NBB 0 46'4o"w 2632.81 i
1327.44 ----------------------------
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NOT VISITED --N88°36~0"W 2645.~ --------------
FND CONC MON W/ 3/8' BRASS HELD PER PLAT OF N88°33'14"W (DAS!S OF BEARING) 5281.22 ----3 2
PLUG W/ PUNCH IN CASE HIGHLAND AT NEWCASTLE
(BASIS OF POSITION)
CONTROL SKETCH
LEGAL DESCRIPTION
THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON, LYING SOUTHERLY OF S.E. MAY VALLEY ROAD (ALSO KNOWN AS
THOMAS ROWSE ROAD);
EXCEPT THE WEST l l O FEET IN WIDTH LYING NORTHERLY OF THE CENTERLINE OF MAY CREEK.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
GOLDSMITH
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE. Bellevue, WA 98004 I PO Box 3565. Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmitheng1neenng.com
M:\ACAD\SURVEY\ 1 2 I 1 2196 \Final Short Plat\ I 2196X03.dwg Erica Malm 2013-08-16 5:06 PM
FND STONE W/
CHISELED 'X' IN CASE
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----------------
LEGEND
BM BENCHMARK
CONC CONCRETE
FND FOUND
MON MONUMENT
0 200 400
~ .. -~-800 -,
SCALE: 1" = 400'
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VICINITY MAP
N.T.S.
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MAY VALLEY MEADOWS
SHORT PLAT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: I "=400' DATE: 5/29/2013 JOB NO.: 12196 FLD Bl<:
DWN: EMALM CHK: MMAUGER SHEET: 2/3 PG#:
' )
' ;
SE 1 /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
35· I
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2 5'
49.97 61./7
TAX PARCEL #3424059072
225.36 (TOTAL)
LOT C
l7,178SF
13829 SE MAY VALLEY ROAD
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0
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LOT B
17,688SF
13821 SE MAY VALLEY ROAD
N1'22'04"E 233.37
LOT A
16,595 SF
13815 SE MAY VALLEY ROAD
ZONE "X" )
SHORT SUBDIVISION NUMBER LUA13-000303-SHPL
LND-20-0578
NI '22'04"E
14.11
586.14
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NATIVE GROWTH
PROTECTION AREA
(RECORDED UNDER SEPARATE
DEED OF DEDICATION,
RECORDING # _______________ )
201.;v'& z...,cc.,t(!)o,:L
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TAX PARCEL #3424059117
TAX PARCEL
#0323059287
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::J I 224.03 (TOTAL) 46.12 41.64 115.52 (TOTAL)
NI '18'54"E 343.13
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TAX PARCEL #3424059016 APPROX/MA TE LOCATION -..L_~--..µ..4-'-'J
OF l 00 YEAR FLOODPLAIN
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LEGEND
@
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0
ZONE "X"
REBAR & CAP SET (LS 29277,38984,28070)
REBAR & CAP SET -LINE STAKE (LS 38984)
CONCRETE NAIL SET
RCF -REBAR & CAP FOUND (AS NOTED)
FLOOD ZONE DESIGNATION -SEE NOTE 1 5, SHEET l /3
STREAM/CREEK ORDINARY HIGH WATER LINE
STREAM BUFFER
CREEK BUFFER
c:::-:-::::-:::. ::;=:;:=1 WETLAND
--· -· --WETLAND BUFFER
STEEP SLOPE
STEEP SLOPE BUFFER
APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN
GOLDSMITH
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565. Bellevue, WA 98009
T 42S 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12 \ 12196\Final Short Plat\ 12 I 96X04.dwg Erica Malm 2013-08-16 5:06 PM
TAX PARCEL #3424059109
-
FIELD LOCA TEO CENTERLINE OF
MAY CREEK (l I 10/2013)
NO CORNERS SET THIS VICINITY
I
/
Nl'l 8'57"E
/ -
323.04
TAX PARCEL
#0323059164
RCF
(ILLEGIBLE)
O.t'N X O.t'E
TAX PARCEL #3424059086
0 20
~WW ...
SCALE:
40 80 120
1" = 40'
BOUNDARY/ NEW LOT LAYOUT
MAY VALLEY MEADOWS
SHORT PLAT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: I "=40' DATE: 5/29/2013 JOB NO.; 12196 FLO BK;
DWN; EMALM CHK: MMAUGER SHEET 3/3 PG#:
' .. ' I
SE 1 /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WAS,HINGTON
SHOR·r SUBDIVISION NUMBER LUA13-000303-SHPL
LND-20-0578
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS(S) IN FEE SIMPLE OF
THE LAND HEREIN DESCRIBED DO HEREBY MAl<E A SHORT SUBDIVISION THEREOF PURSUANT TO
RCW 58.17.060 AND DECLARE THIS SHORT SUBDIVISION TO BE THE GRAPHIC REPRESENTATION OF
SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE OWNER(S), AND DO HEREBY DEDICATE TO THE USE OF THE
PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE
USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC
HIGHWAY PURPOSES.
MAY VALLEY MEADOWS, LLC
BY : GOLDSMITH LAND INVESTMENTS, LLC
ITS : MANAGER
BY: ......•...................•.............................................•....................................
JOHN D. DULCICH, PRESIDENT
ACl<NOWLEDG M ENTS
STATE OF WASHINGTON )
) 55
COUNTY OF KING )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER)
FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED
IN THE INSTRUMENT.
PRINTED NAME OF NOTARY PUBLIC
SIGNATURE OF NOTARY PUBLIC
DATED ........................................................................................ ..
MY APPOINTMENT EXPIRES ........................................................... .
APPROVALS
CITY OF RENTON
ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
EXAMINED AND APPROVED THIS ................ DAY OF ............................................ , 2013
BY: ........................................................................................................................................ .
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS ................ DAY OF ............................................ , 2013
BY: ........................................................................................................................................ .
ASSESSOR
BY: ...........•........................................................................................•...•................................
DEPUTY ASSESSOR
RECORD MA TIERS
1) EXCEPTION NO. 4 OF THE HEREIN NOTED PLAT CERTIFICATE IS FOR AN EASEMENT RECORDED
UNDER RECORDING NUMBER 3026181. SAID EASEMENT ESTABLISHES THE RIGHT TO MAl<E
NECESSARY SLOPES FOR CUTS OR FILLS UPON THE SUBJECT PROPERTY ALONG THE STREET MARGIN
BUT CANNOT BE PLOTTED HEREON.
L Ml
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12 \ 12 I 96\Flnal Short Plat\ I 2 I 96X02.dwg Erica Malm 2013-07-30 I 1 :52 AM
2) EXCEPTION NO. 6 OF THE HEllEIN NOTED PLAT CERTIFICATE IS FOR A SENSITIVE AREA NOTICE
RECORDED UNDER RECORDING l~O. 9102251510 AND 9103080632. THE SENSITIVE AREA NOTICE
NOTIFIES THE PUBLIC OF THE SEl'JSITIVE AREAS ON THE SITE, BUT IT IS NOT A DELINEATION OF SAID
SENSITIVE AREAS. CONCURRENT WITH THIS SHORT SUBDIVISION, CRITICAL AREAS HAVE BEEN
IDENTIFIED AND DELINEATED. THE SENSITIVE AREAS, AND REQUIRED BUFFERS AND SETBACKS, PER
CITY OF RENTON MUNICIPAL CODE, ARE SHOWN HEREON.
TRACT NOTES
NATIVE GROWTH PROTECTION AREA (TRACT X): THE NATIVE GROWTH PROTECTION AREA (TRACT X)
HEREBY ESTABLISHED, HAS BEEN DEDICATED TO THE CITY OF RENTON FOR THE PRESERVATION OF
NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINENANCE OF
SLPOE STABILITY, VISUAL AND P,URAL BUFFEIRNG, PTORECTION OF PLAN AND ANIMAL HABITAT,
AND FOR OPEN SPACE AND PAS!ilVE PARK PURPOSES.
NOTES
I. HORIZONTAL DATUM: NAO 1983/91 WASHINGTON NORTH. BOUNDARY INFORMATION SHOWN
HEREON REFERENCED THE FOLLOWING INFORMATION:
A) RECORD OF SURVEY AS RECORDED IN VOLUME 65 OF SURVEYS, PAGE 1 71, RECORDS OF !<ING
COUNTY, WASHINGTON.
B) RECORD OF SURVEY AS RECORDED IN VOLUME 256 OF SURVEYS, PAGE 73, RECORDS OF l<ING
COUNTY, WASHINGTON.
C) HIGHLANDS AT NEWCASTLE ACCOHOING TO THE PLAT THEREOF AS RECORDED IN VOLUME 204
OF PLATS, PAGES 9 I -l 00, RECORDS or KING COUNTY.
D) WGS SURVEY DATA WAREHOUSE
E) CITY OF RENTON SURVEY cmlTROL MONUMENTS AND BENCHMARKS
F) l<ING COUNTY ASSESSORS MAP FOR SW 34-24-05
2. BASIS OF POSITION (STATE PLANE COORDINATES): HELD CITY OF RENTON SURVEY CONTROL
POINT 2097 FOUND "X" ON STONE MONUMENT DOWN 1.0' IN A MONUMENT CASE IN
CONSTRUCTED CENTERLINE OF 148TH AVENUE SE APPROXIMATELY 20 FEET SOUTH OF
CONSTRUCTED INTERSECTION WITH MAY VALLEY ROAD. NORTHING (FT):191108.653, EASTING
(FT): 1316760.450 GRID
3. BASIS OF BEARING (STATE PLl,NE COORDINATES): HELD THE BEARING BETWEEN THE ABOVE
NOTED BASIS OF POSITION AND CITY OF RENTON POINT 1838 -FOUND 14" BRASS PIN IN
CONCRETE DOWN 0.4' IN A MONUMENT AT CASE AT THE INTERSECTION OF NE 24TH STREET AND
UNION AVENUE NE. CITY OF BELI_EVUE DESIGNATION NO. 0350. NORTHING (FT):190002.382,
EASTING (FT):1311439113 GRID
4. BASIS OF POSITION: HELD SOUTHWEST CORNER OF SECTION 34, TOWNSHIP 24 NORTH, RANGE 5
EAST (ALSO KNOWN AS WGS SUfl.VEY CONTROL POINT 3707). -FOUND CONCRETE MONUMENT WITH
3/8" BRASS PLUG WITH PUNCH IN CASE. MONUMENT IS LOCATED ON THE NORTH BOUNDARY LINE
OF THE PLAT OF CALEDON AND IS 1.0' EAST OF THE CENTERLINE OF 132ND AVENUE SOUTH EAST,
OPPOSITE THE SOUTH PROPERTY LINE OF HOUSE #9550. MONUMENT IS 1.0' BELOW GROUND. SEE
WGS SURVEY DATA WAREHOUSE FOR A MORE DETAILED DESCRIPTION.
5. BASIS OF BEARING: HELD THE BEARING BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE
SOUTHEAST CORNER OF SAID SECTION 34, ( ALSO KNOW AS WGS SURVEY CONTROL POINT 3705), A
FOUND STONE WITH CHISELED "X" IN CASE TO BEN 88' 33'15" W PER DIRECT INVERSE. SEE WGS
SURVEY DATA WAREHOUSE FOR A MORE DETAILED DESCRIPTION.
6. MONUMENTATION NOTED AS FOUND WAS FIELD VISITED ON JANUARY 08, 2013.
7. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON ARE PER OLD REPUBLIC TITLE, LTD.
PLAT CERTIFICATE (FOURTH) ORDER NUMBER 5207110286 DATED JUNE 6, 2013. ONLY THOSE
EASEMENTS NOTED IN SCHEDULE B OF SAID REPORT THAT CAN BE PLOTTED ARE SHOWN HEREON.
8. GRID DISTANCES WERE REDUCED TO GROUND DISTANCES USING A COMBINATION FACTOR OF
0.999985210, WHERE GRID DISTANCE DIVIDED BY COMBINATION FACTOR EQUALS GROUND
DISTANCE. THEREFORE THE ONLY TRUE WASHINGTON STATE PLANE COORDINATES ARE THE
AFOREMENTIONED STATE PLANE COORDINATES.
9. THAT PORTION OF THE WESTERLY BOUNDARY THAT IS DESCRIBED AS "THE CENTERLINE OF MAY
CREEi<" WAS CALCULATED USING THE MIDPOINT OF THE FIELD LOCATED ORDINARY HIGH WATER
MARKS DELINEATED BY WETLAND RESOURCES INC.
RECORDER'S CERTIFICATE .................... .
FILED FOR RECORD THIS ...•........ DAY OF
... , ................ , 20 .... AT ..... M II~ BOOK ..•.....
OF .....•... AT PAGE ...•..•• AT THE REQUEST OF
HUGH G. GOLDSMITH & ASSOCIATES, INC.
AUDITOR. l<ING COUNTY DEPUTY COUNTY AUDITOR
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF GOLDSMITH LAND INVESTMENTS, LLC IN
FEBRUARY,2013 .. ~ .~~v..?t;f;(~~¥. ................ .
LEED. NYQUIST, ~8984
10. THE SOUTH RIGHT OF WAY MARGIN FOR SE MAY VALLEY ROAD IS BASED ON THE ABOVE NOTED
RECORD OF SURVEY (VOLUME 256, PAGE 73).
11. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED ONE OR MORE OF THE
FOLLOWING SURVEY INSTRUMENTS AND PROCEDURES:
A. FIELD TRAVERSE AND/OR GLOBAL POSITIONING SYSTEM SURVEY.
B. ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON GPT 3005, TOPCON GTS 81 SA,
NIKON DTM-430 OR NIKON DTM-530.
C. TOPCON HIPER LITE PLUS GPS EQUIPMEMT.
D. TOPCON GR-3 GPS EQUIPMENT.
E. ALL FIELD TRAVERSE WORI< COMPLIES WITH CURRENT STANDARDS AS OUTLINED IN WAC
332-130-070, 080 AND 090. ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S
SPECIFICATIONS AS REQUIRED BY WAC 332-130-100
12. VERTICAL DATUM: NAVO 1988 PER WGS SURVEY DATA WAREHOUSE.
MASTER BENCHMARK: WGS SURVEY DATA WAREHOUSE (DESIGNATION RENT #2183). FOUND 3"
BRASS DISK STAMPED "CITY OF BELLEVUE 0341" SET ON TOP OF CONCRETE MONUMENT IN CASE.
MONUMENT IS LOCATED IN FRONT OF HOUSE #13905 AND IS 2.0' SOUTH OF THE SOUTH EDGE OF
PAVEMENT OF MAY VALLEY ROAD (NAVO 1988) ELEVATION= 315.55 FEET
SITE BM#l: GOLDSMITH SURVEY CONTROL POINT MVkl -SET MAG NAIL AND TAG IN THE NORTH
SHOULDER OF SE MAY VALLEY ROAD 2.7' SOUTH OF THE NORTH EDGE OF PAVEMENT AND+/-23'
WEST OF THE WEST EDGE OF DRIVEWAY TO HOUSE #13815. ELEVATION= 314.11 FEET.
SITE BM#2: GOLDSMITH SURVEY CONTROL POINT MV*2 -SET REBAR AND CAP IN BACK YARD+/-
73' SOUTH OF THE SOUTH EDGE OF ASPHALT ROAD AND+ /-100' EAST OF A 6' WOOD FENCE
RUNNING ALONG THE WEST BOUNDARY LINE. REBAR IS + /-3' NORTH OF TOP OF SLOPE. ELEVATION
= 299.98 FEET.
SITE BM#3: GOLDSMITH SURVEY CONTROL POINT MV*3. SET MAG NAIL AND TAG IN BACK YARD IN
ASPHALT ROAD. MAG NAIL IS+/-36' EAST OF 4' WIRE FENCE RUNNING ALONG THE WEST
BOUNDARY, 28' SOUTH OF TliE SOUTH EAST CORNER OF A SHED AND 5.0' EAST OF THE WEST EDGE
OF PAVEMENT OF SAID ROAD. ELEVATION= 305.48 FEET.
13. PLANIMETRIC INFORMATION SHOWN HEREON WAS FIELD LOCATED ON JANUARY 8-11, 2013
AND IS CURRENT TO THOSE DATES ONLY.
14. WETLANDS AND ORDINARY HIGH WATER MARKS SHOWN WERE DELINEATED BY WETLAND
RESOURCES INC. AND WERE FIELD LOCATED BY GOLDSMITH IN JANUARY 2013. J
1 5. FLOOD ELEVATION DATA IS BASED ON THE PRELIM!MARY D-FIRM -PRELIMINA Y FLOOD
INSURANCE RATE MAP AND FLOOD INSURANCE STUDY KING COUNTY, WASHINGT N. MAP
#53033C0669 K. PORTIONS OF SITE ARE DESIGNATED AS FLOOD ZONE "X" WHICH ARE AREAS
DEEMED TO BE OUTSIDE OF THE 500 YEAR FLOOD PLAIN AND ZONE "AE" WHICH ARE AREAS WHERE
THE BASE FLOOD ELEVATION HAS BEEN DETERMINED. THE APPROXIMATE BASE FLOOD ELEVATION,
THE ELEVATION DEEMED TO BE THE 100 YEAR FLOOD LINE, EXTENDS FROM ELEVATION 282 FEET
TO ELEVATION 290 FEET ACROSS THE WIDTH OF THE PROPERTY AS DEPICTED ON FLOOD PROFILE
109P AS ASSOCIATED WITH SAID PRELIMINARY D-FIRM. THE LOCATION OF THE 100 YEAR FLOOD
LINE IS SHOWN HEREON IN ITS APPROXIMATE LOCATION ONLY. THE BASE FLOOD PLAIN HAS NOT
BEEN FIELD VERIFIED AS PART OF THIS SURVEY.
16. THE OWNERS OF EACH OF THE LOTS HEREBY CREATED ARE REQUIRED TO MAINTAIN THAT
PORTION OF THE SPLIT RAIL FENCE FRONTING TRACT X LOCATED ON THEIR LOT.
17. WATER AND SANITARY SEWER UTILITY SERVICE STUB CONNECTIONS TO BE PERMITTED AND
INSTALLED AS PART OF THE FUTURE HOUSE CONSTRUCTION.
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PRINTED
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JUL 3 ·1 2013
Goldsmith
Land Development Services
/'" 3 1
, JJ._ ' --2013
RECEIVED
1\/IAY VALLEY MEADOWS
_SHORT PLAT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: N/A DATE: 5/29/2013 JOB NO.: I 2196 FLD Bl<:
DWN: EMALM CHK: MMAUGER SHEET: 1 /3 PG#:
SE 1 /4, SW l /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SHORgf SUBDIVISION NUMBER LUA13-000303-SHPL
LND-20-0578
NOT VISITED
HELD PER PLAT
SEE NOTE #IC, SHEET 1/3 NOT VISITED
HELD PER PLAT
SEE NO TE #IC, SHEET 1/3
_ _ _ _ _ _ N88°46'40"W 2654.87
132744------T--------------1---N88°46'40"W 2632.81 i · 1327.44 --------------------------
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NOT VISITED N88°36'50"W 2645.~ ------------
FND CONC MON WI 318" BRASS HELD PER PLAT OF N88°33~4"W (BASIS OF BEARING) 5281.22 _ _.. 3 2
PLUG WI PUNCH IN CASE HIGHLAND AT NEWCASTLE
(BASIS OF POSITION)
CONTROL SKETCH
LEGAL DESCRIPTION
THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON, LYING SOUTHERLY OF S.E. MAY VALLEY ROAD (ALSO KNOWN AS
THOMAS ROWSE ROAD);
EXCEPT THE WEST 110 FEET IN WIDTH LYING NORTHERLY OF THE CENTERLINE OF MAY CREEK.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
D SMI
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I OUO F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12 \ 12196\Final Short Plat\ l 2196X03.dwg Erica Malm 2013-07-30 11 :52 AM
FND STONE WI
CHISELED 11X11 IN CASE
LEGEND
BM BENCHMARK
CONC CONCRETE
FND FOUND
MON MONUMENT
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SURVEY CONTROL
MAY VALLEY MEADOWS
SHORT PLAT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: 1 "~400' DATE: 5/29/2013 JOB NO.: 12196 FLO BK:
OWN: EMALM CHI<: MMAUGER SHEET: 2/3 PG#:
SE 1 / 4, SW 1 / 4 SECTION 34, TOWNSHIP 24 N, RANGE S E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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17,688 SF
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13821 SE MAY VALLEY ROAD
Nl '22'04"E 233.37
LOTA
16,595 SF
13815 SE MAY VALLEY ROAD
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OF l 00 YEAR FLOODPLAIN
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REBAR & CAP SET (LS 29277,38984,28070)
REBAR & CAP SET -LINE STAKE (LS 38984)
CONCRETE NAIL SET
RCF -REBAR & CAP FOUND (AS NOTED)
ZONE ''X" FLOOD ZONE DESIGNATION -SEE NOTE 15, SHEET I /3
!Irn¥)'.'·\~tlf1ir,~;,Jrr,})j~~i~ STREAM/CREEK ORDINARY HIGH WATER LINE
E ... _ .. ,_ .. ,_ .. ,_ .. ,:J .. .. .. . .. ... _,.,_,,,_ ... _ .. ,
STREAM BUFFER
CREEi< BUFFER
WETLAND
WETLAND BUFFER
STEEP SLOPE
STEEP SLOPE BUFFER
APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue. WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12\ 12196\Flnal Short Plat\ 12196X04.dwg Erica Malm 2013-07-30 11 :53 AM
TAX PARCEL #34-24059109
N69'33'09"W" .
12.12 '-.._ -.
FIELD LOCATED CENTERLINE OF
MAY CREEK (l/ /0/2013)
NO CORNERS SET THIS VICINITY
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40 80 120
1" = 40'
BOUNDARY/ NEW LOT LAYOUT
MAY VALLEY MEADOWS
SHORT PLAT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: I "=40' DATE: 5/29/2013 JOB NO.: 12196 FLO BK:
DWN: EMALM CHI<: MMAUGER SHEET: 3/3 PG#:
SE 1 /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12\ 12196\Flnal Short Plat\ 12196X07.dwg Erica Malm 2013-07-03 9:4 7 AM
DRIVEWAY
TYPICAL 10'
L.ANDSCAPING PLAN
0 5 10 20
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SCALE: 1 " = 1 O'
0
0
LANDSCAPE PLAN NOTES / SPECIFICATIONS
TREES
STREET TREES: BITIER CHERRY (PRU NUS EMARGINATA) OR OTHER APPROVED TREE
SPACED 20' APART; 2" MINIMUM CALIPER.
REPLACEMENT TREES: WESTERN RED CEDAR (THUJA PLICATA) OR OTHER APPROVED TREE
(SITE INTERIOR) SPACED 20' APART; 2" MINIMUM CALIPER.
LARGE SHRUBS -SPACED FOUR FE[:_T, TO TEN FEET [\PART, ON CENTER:
0 PACIFIC RHODODENDRON (RHODODENDRON MACROPHYLLUM) e MOCK-ORANGE (PHILADELPHUS LEWISII)
0 OCEANSPRA Y (HOLODISCUS DISCOLOR)
SMALL SHRUBS -SPACED TWO FEET TO FOUR FEET APART, ON CENTER:
() HYBRID MANZANITA (ARCTOSTAPHYLOS X. MEDIA)
0 LOW OREGON GRAPE (MAHONIA NERVOSA)
0 EVERGREEN HUCKLEBERRY (VACCINIUM OVATUM)
GROUNDCOVER -SPACED ONE TO THREE FEET APART, ON CENTER:
*" DEER FERN (BLECHNUM SPICANT)
Q CAMAS, GREAT (CAMASSIA LEICHTLINII)
e~1 FAREWELL-TO-SPRING (CLARKIA AMOENA)
~~, GOLDEN EYED GRASS (SISYRINCHIUM IDAHOENSIS)
TREES, SHRUBS AND GROUNDCOVER PER KING COUNTY DEPARTMENT OF NATURAL
RESOURCES AND PARKS WATER AND LAND RESOURCES DIVISION PUBLICATION "GOING
NATIVE".
NOTE: THESE PRELIMINARY SPECIFICATIONS ARE SUBJECT TO CHANGE; FINAL LANDSCAPE
PLANS AND PLANTING SPECIFICATIONS, INCLUDING TREE, SHRUB AND GROUNDCOVER
SELECTIONS WILL BE REVIEWED AND APPROVED AT TIME OF ENGINEERING OR BUILDING
PERMIT APPROVAL.
PLAN REVIEW
CITY OF RENTON
JU:. 08 2013
RECEIVED
CONCEPTUAL LANDSCAPE PLAN FOR
MAY VALLEY MEADOWS
SHORT PLAT NUMBER LUA13-000303-SHPL
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: 1 "=40' DATE: 5/29/2013 JOB NO.: 12196 FLO BK:
OWN: EMALM CHI<: MMAUGER SHEET: I /1 PG#:
SE l / 41 SW 1 / 4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SHOR-r SUBDIVISION NUMBER LUA 13-000303-SHPL
LND-20-0578
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS($) IN FEE SIMPLE OF
THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO
RCW 58.17.060 AND DECLARE THIS SHORT SUBDIVISION TO BE THE GRAPHIC REPRESENTATION OF
SAME, AND THAT SAID SHORT SUBDIVISION JS MADE WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE OWNER(S), AND DO HEREBY DEDICATE TO THE USE OF THE
PUBLIC FOREVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE
USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC
HIGHWAY PURPOSES.
MAY VALLEY MEADOWS, LLC
BY : GOLDSMITH LAND INVESTMENTS, LLC
ITS: MANAGER
BY: ............................................................................................................ .
JOHN D. DULCICH, PRESIDENT
ACKNOWLEDGMENTS
STATE OF WASHINGTON
COUNTY OF KING
)
) 55
)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER)
FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED
IN THE INSTRUMENT.
PRINTED NAME OF NOTARY PUBLIC
SIGNATURE OF NOTARY PUBLIC
DATED ......................................................................................... .
MY APPOINTMENT EXPIRES ........................................................... .
APPROVALS
CITY OF RENTON
ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
EXAMINED AND APPROVED THIS ................ DAY OF ............................................ , 2013
BY: ........................................................................................................................................ .
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS ................ DAY OF ............................................ , 2013
BY: ....................................................................................................................................... ..
ASSESSOR
BY: ........................................................................................................................................ .
DEPUTY ASSESSOR
CONDITIONS OF APPROVAL
1. RECOMMENDATIONS INCLUDED IN THE ABPB CONSULTING REPORT, "GEOTECHNICAL REPORT
MAY CREEK SHORT PLAT (#12196) 13815 SE MAY VALLEY ROAD, RENTON, WASHINGTON," DATED
FEBRUARY 18, 201 3 SHALL BE FOLLOWED PRIOR TO AND DURING CONSTRUCTION.
2. THE NORTH AND SOUTH 100-FOOT PROTECTIVE BUFFERS OF MAY CREEi<, THE WETLAND,
STREAM B, AND LAND LOCATED BETWEEN THE SOUTH 100-FOOT BUFFER LINE AND THE SOUTH
PROPERTY LINE SHALL BE INCLUDED IN A NATIVE GROWTH PROTECTION TRACT. THE TRACT SHALL
BE ESTABLISHED AND RECORDED AS A CONSERVATION EASEMENT AS PER RMC 4-3-050.E.4.C.I.
PRIOR TO RECORDING THE PLAT, THE CONSERVATION EASEMENT SHALL BE CONVEYED TO THE CITY
OR OTHER PUBLIC OR NONPROFIT ENTITY SPECIFIED BY THE CITY.
3. A WOOD, SPLIT-RAIL FENCE SHALL BE CONSTRUCTED ALONG THE NORTH BOUNDARY OF THE
NATIVE GROWTH PROTECTION AREA (TRACT X). THE FENCE SHALL BE CONSTRUCTl:D PRIOR TO
OCCUPANCY. EACH LOT OWNER IS REQUIRED TO MAINTAIN THAT PORTION OF THE SPLIT RAIL
FENCE LOCATED ON THEIR LOT.
4. THE RECOMMENDATIONS OF THE "MAY VALLEY MEADOWS 3 LOT SHORT SUBDIVISION
TECHNICAL INFORMATION REPORT," BY GOLDSMITH LAND DEVELOPMENT SERVICES, DATED
FEBRUARY 2013, INCLUDING CONSTRUCTION SEQUENCE, EROSION AND SEDIMENT CONTROL
NOTES, WET SEASON SPECIAL PROVISIONS, AND CRITICAL AREAS SPECIAL PROVISIONS SHALL BE
FOLLOWED PRIOR TO AND DURING CONSTRUCTION.
5. RESIDENTIAL STRUCTURES TO BE CLUSTERED ON THE 3 LOTS OF THE SUBDIVISION SHALL MEET
THE REQUIREMENTS OF THE RESIDENTIAL DESIGN AND OPEN SPACE STANDARDS (RENTON
MUNICIPAL CODE 4-2·-115), AS APPLICABLE IN THE RESIDENTIAL 4 ZONE, FOR GARAGES; PRIMARY
ENTRY; FAc;:ADE MODULATION; WINDOWS AND DOORS; SCALE, BULK, AND CHARACTER; ROOFS;
EAVES; ARCHITECTURAL DETAILING; AND MATERIALS AND COLOR. COMPLIANCE SHALL BE VERIFIED
PRIOR TO ISSUANCE OF BUILDING PERMITS.
6. REQUIRED WATER AND SANITARY SEWER SIDE-SERVICES ARE NOT IN PLACE AND SHALL BE
PERMITTED AND CONSTRUCTED AT TIME OF FUTURE BUILDING PERMITS/FUTURE HOUSE
CONSTRUCTION.
7. REQUIRED LANDSCAPING AND REPLACEMENT TREES SHALL BE INSTALLED AT TIME OF FUTURE
BUILDING PERMITS.
RECORD MATrERS
1) EXCEPTION NO. 4 OF THE HEREIN NOTED PLAT CERTIFICATE IS FOR AN EASEMENT RECORDED
UNDER RECORDING MUM BER 3026181. SAID EASEMENT ESTABLISHES THE RIGHT TO MAKE
NECESSARY SLOPES FOR CUTS OR FILLS UPON THE SUBJECT PROPERTY ALONG THE STREET MARGIN
BUT CANNOT BE PLOTrED HEREON.
2) EXCEPTION NO. 6 OF THE HEREIN NOTED PLAT CERTIFICATE IS FOR A SENSITIVE AREA NOTICE
RECORDED UNDER RECORDING NO. 9102251510 AND 91 03080632. THE SENSITIVE AREA NOTICE
NOTIFIES THE PUBLIC OF THE SENSn 1VE AREAS ON THE SITE, BUT IT IS NOT A DELINEATION OF SAID
SENSITIVE AREAS. CONCURRENT WITH THIS SHORT SUBDIVISION, CRITICAL AREAS HAVE BEEN
IDENTIFIED AND DELINEATED. THE SENSITIVE AREAS, AND REQUIRED BUFFERS AND SETBACKS, PER
CITY OF RENTON MUNICIPAL CODE, ARE SHOWN HEREON.
TRACT NOTES
NATIVE GROWTH PROTECTION ARE'· {TRACT X): THE NATIVE GROWTH PROTECTION AREA (TRACT
X) SHOWN HEREON IS HEREBY DEDICATED TO THE CITY OF RENTON, TOGETHER WITH A
CONSERVATION EASEMENT LOCATW OVER AND ACROSS THE ENTIRETY OF SAID NATIVE GROWTH
PROTECTION AREA (TRACT X). DEDiCATION OF THE NATIVE GROWTH PROTECTION AREA (TRACT X)
AND CONSERVATION EASEMENT INCLUDES A PROVISION WHICH ALLOWS THE CITY OF RENTON TO
CONSTRUCT AND MAINTAIN A PUBLIC, PEDESTRIAN TRAIL, LOCATED WITHIN THAT PORTION OF
SAID NATIVE GROWTH PROTECTION AREA (TRACT X) LOCATED SOUTH OF THE SOUTHERLY
ORDINARY HIGH WATER MARK OF MAY CREEK, AS SHOWN HEREON.
NOTES
1. HORIZONTAL DATUM: NAO 1983/91 WASHINGTON NORTH. BOUNDARY INFORMATION SHOWN
HEREON REFERENCED THE FOLLOWING INFORMATION:
A) RECORD OF SURVEY AS RECORDED IN VOLUME 65 OF SURVEYS, PAGE 171, RECORDS OF KING
COUNTY, WASHINGTON.
B) RECORD OF SURVEY AS RECORDED IN VOLUME 256 OF SURVEYS, PAGE 73, RECORDS OF KING
COUNTY, WASHINGTON.
C) HIGHLANDS AT NEWCASTLE ACCORDING TO THE PLAT THEREOF AS RECORDED IN VOLUME 204
OF PLATS, PAGES 91-100, RECORDS OF KING COUNTY.
D) WGS SURVEY DATA WAREHOUSE
E) CITY OF RENTON SURVEY CONTROL MONUMENTS AND BENCHMARKS
F) KING COUNTY ASSESSORS MAP FOR SW 34-24-05
2. BASIS OF POSITION (STATE PLANE COORDINATES): HELD CITY OF RENTON SURVEY CONTROL
POINT 2097 FOUND "X" ON STONE MONUMENT DOWN 1.0' IN A MONUMENT CASE IN
CONSTRUCTED CENTERLINE OF 148TH AVENUE SE APPROXIMATELY 20 FEET SOUTH OF
CONSTRUCTED INTERSECTION WITH MAY VALLEY ROAD. NORTHING (FT):191108.653, EASTING
(FT):1316760.450 GRID
3. BASIS OF BEARING (STATE PLANE COORDINATES): HELD THE BEARING BETWEEN THE ABOVE
NOTED BASIS OF POSITION AND CITY OF RENTON POINT 1838 -FOUND 14" BRASS PIN IN
CONCRETE DOWN 0.4' IN A MONUMENT AT CASE AT THE INTERSECTION OF NE 24TH STREET AND
UNION AVENUE NE. CITY OF BELLEVUE DESIGNATION NO. 0350. NORTHING (FT):190002.382,
EASTING (FT):1311439113 GRID
4. BASIS OF POSITION: HELD SOUTHWEST CORNER OF SECTION 34, TOWNSHIP 24 NORTH, RANGE 5
EAST (ALSO KNOWN AS WGS SURVEY CONTROL POINT 3707). -FOUND CONCRETE MONUMENT WITH
3/8" BRASS PLUG WITH PUNCH IN CASE. MONUMENT IS LOCATED ON THE NORTH BOUNDARY LINE
OF THE PLAT OF CALEDON AND IS 1.0' EAST OF THE CENTERLINE OF 132ND AVENUE SOUTH EAST,
OPPOSITE THE SOUTH PROPERTY LINE OF HOUSE #9550. MONUMENT IS 1.0' BELOW GROUND. SEE
WGS SURVEY DATA WAREHOUSE FOR A MORE DETAILED DESCRIPTION.
5. BASIS OF BEARING: HELD THE BEARING BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE
SOUTHEAST CORNER OF SAID SECTION 34, ( ALSO KNOW AS WGS SURVEY CONTROL POINT 3705), A
FOUND STONE WITH CHISELED "X" IN CASE TO BEN 88' 33'15" W PER DIRECT INVERSE. SEE WGS
SURVEY DATA WAREHOUSE FOR A MORE DETAILED DESCRIPTION.
6. MONUMENTATION NOTED AS FOUND WAS FIELD VISITED ON JANUARY 08, 2013.
7. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON ARE PER OLD REPUBLIC TITLE, LTD.
PLAT CERTIFICATE (FOURTH) ORDER NUMBER 5207110286 DATED JUNE 6, 2013. ONLY THOSE
EASEMENTS NOTED IN SCHEDULE B OF SAID REPORT THAT CAN BE PLOTTED ARE SHOWN HEREON.
8. GRID DISTANCES WERE REDUCED TO GROUND DISTANCES USING A COMBINATION FACTOR OF
0.999985210, WHERE GRID DISTANCE DIVIDED BY COMBINATION FACTOR EQUALS GROUND
DISTANCE. THEREFORE THE ONLY TRUE WASHINGTON STATE PLANE COORDINATES ARE THE
AFOREMENTIONED STATE PLANE COORDINATES.
9. THAT PORTION OF THE WESTERLY BOUNDARY THAT IS DESCRIBED AS "THE CENTERLINE OF MAY
CREEi<" WAS CALCULATED USING THE MIDPOINT OF THE FIELD LOCATED ORDINARY HIGH WATER
MARKS DELINEATED BY WETLAND RESOURCES INC.
I 0. THE SOUTH RIGHT OF WAY MARGIN FOR SE MAY VALLEY ROAD IS BASED ON THE ABOVE NOTED
RECORD OF SURVEY (VOLUME 256, PAGE 73).
11. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED ONE OR MORE OF THE
FOLLOWING SURVEY INSTRUMENTS AND PROCEDURES:
A. FIELD TRAVERSE AND/OR GLOBAL POSITIONING SYSTEM SURVEY.
B. ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON GPT 3005, TOPCON GTS 815A,
NIKON DTM-430 OR Nll<ON DTM-530.
C. TOPCON HIPER LITE PLUS CPS EQUIPMENT.
D. TOPCON GR-3 GPS EQUIPMENT.
E. ALL FIELD TRAVERSE WORK COMPLIES WITH CURRENT STANDARDS AS OUTLINED IN WAC
332-130-070, 080 AND 090. ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S
SPECIFICATIONS AS REQUIRED BY WAC 332-130-100
12. VERTICALDATUM: NAVD 1988 PER WGS SURVEY DATA WAREHOUSE.
MASTER BENCHMARK: WGS SURVEY DATA WAREHOUSE (DESIGNATION RENT #2183). FOUND 3"
BRASS DISK STAMPED "CITY OF BELLEVUE 0341" SET ON TOP OF CONCRETE MONUMENT IN CASE.
MONUMENT IS LOCATED IN FRONT OF HOUSE #13905 AND IS 2.0' SOUTH OF TrlE SOUTH EDGE OF
PAVEMENT OF MAY VALLEY ROAD (NAVO 1988) ELEVATION= 315.55 FEET
SITE BM#l: GOLDSMITH SURVEY CONTROL POINT MV*l -SET MAG NAIL AND TAG IN THE NORTH
SHOULDER OF SE MAY VALLEY ROAD 2.7' SOUTH OF THE NORTH EDGE OF PAVEMENT AND+/-23'
WEST OF THE WEST EDGE OF DRIVEWAY TO HOUSE #13815. ELEVATION = 314.11 FEET.
SITE BM#2: GOLDSMITH SURVEY CONTROL POINT MV''2 -SET REBAR AND CAP IN BACK YARD+/-
73' SOUTH OF THE SOUTH EDGE OF ASPHALT ROAD AND +/-100' EAST OF A 6' WOOD FENCE
RUNNING ALONG THE WEST BOUNDARY LINE. REBAR IS+/-3' NORTH OF TOP OF SLOPE. ELEVATION
= 299.98 FEET.
SITE BM#3: GOLDSMITH SURVEY CONTROL POINT MV*3. SET MAG NAIL AND TAG IN BACK YARD IN
ASPHALT ROAD. MAG NAIL IS+/-36' EAST OF 4' WIRE FENCE RUNNING ALONG THE WEST
BOUNDARY, 28' SOUTH OF THE SOUTH EAST CORNER OF A SHED AND 5.0' EAST OF THE WEST EDGE
OF PAVEMENT OF SAID ROAD. ELEVATION = 305.48 FEET.
13. PLANIMETRIC INFORMATION SHOWN HEREON WAS FIELD LOCATED ON JANUARY 8-11, 2013
AND IS CURRENT TO THOSE DATES ONLY.
14. WETLANDS AND ORDINARY HIGH WATER MARKS SHOWN WERE DELINEATED BY WETLAND
RESOURCES INC. AND WERE FIELD LOCATED BY GOLDSMITH IN JANUARY 201 3.
15. FLOOD ELEVATION DATA IS BASED ON THE PRELIMINARY D-FIRM -PRELIMINARY FLOOD
INSURANCE RATE MAP AND FLOOD INSURANCE STUDY KING COUNTY, WASHINGTON. MAP
#53033C0669 I<. PORTIONS OF SITE ARE DESIGNATED AS FLOOD ZONE "X" WHICH ARE AREAS
DEEMED TO BE OUTSIDE OF THE 500 YEAR FLOOD PLAIN AND ZONE "AE" WHICH ARE AREAS WHERE
THE BASE FLOOD ELEVATION HAS BEEN DETERMINED. THE APPROXIMATE BASE FLOOD ELEVATION,
THE ELEVATION DEEMED TO BE THE 100 YEAR FLOOD LINE, EXTENDS FROM ELEVATION 282 FEET
TO ELEVATION 290 FEET ACROSS THE WIDTH OF THE PROPERTY AS DEPICTED ON FLOOD PROFILE
109P AS ASSOCIATED WITH SAID PRELIMINARY D-FIRM. THE LOCATION OF THE 100 YEAR FLOOD
LINE IS SHOWN HEREON IN ITS APPROXIMATE LOCATION ONLY. THE BASE FLOOD PLAIN HAS NOT
BEEN FIELD VERIFIED AS PART OF THIS SURVEY.
~fr¢N REVIEW OF RENTON
JIJL 08 2013
RE 'I=. i---~--~--------------r-------------i---~,==~::::-:;:;----i-:;.~~-~,-----!..!.=. ....ir.......,..;.-------i
I SURVEYOR'S CERTIFICATE
LD Ml
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO £lox 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M: \ACAD\SURVEY\ 12\ 12196\Flnal Short Plat\ l 2196X02.dwg Erica Malm 2013-07-03 12:02 PM
RECORDER'S CERTIFICATE. .•...........•......
FILED FOR RECORD THIS ...•........ DAY OF
•..........••......• , 20 ••.. AT .•... M IN BOOK •......•
OF ......... AT PAGE ........ AT THE REQUEST OF
HUGH G. GOLDSMITH & ASSOCIATES, INC.
AUDITOR, KING COUNTY DEPUTY COUNTY AUDITOR
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF GOLDSMITH LAND INVESTMENTS, LLC IN
MAY VALLEY MEADOWS
SHORT PLAT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: N/A DATE: 5/29/2013 JOB NO.: 12196 FLD BK:
DWN: EMALM CHK: MMAUGER SHEET: 1 /3 PG#:
SE 1 / 4, SW 1 / 4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SHORT SUBDIVISION NUIVIBER LUA13-000303-SHPL
LND-20-0578
NOT VISITED
HELD PER PLAT
SEE NOTE #IC, SHEET l/3 NOT VISITED
HELD PER PLA r
SEE NOTE #IC, SHEET V3
_ _ _ _ _ _ N88°46'40"W 2654.81
132744--·----T---------------,------N88°46 140 11W 2632.81 i
. 1327.44 -------------------------
1 I
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"-IL_ ---_ _ N88 "_!f!._'lO"W ____ -+ N88°38 1/0 11W /322.62 __J ~ ~ /~ 1322.62 --6s1.3, ---~ --661.3,---I"'
g1 I I IJ,.J
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I -0) .... o'i ,'l'I . I
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_____ ___!}_1"(;_8~------I 658.9/ ~ ;pl
'-_k:: _ -------=--·?!~45 -----------------34· . 35 3 ..._ _ N88°29'37"W 2635.63 ----_ _ ____ _
NOT VISITED N88°36;0"W 2645.~ -----------··
FND CONC MON WI 3/8" BRASS HELD PER PLAT OF NB8°33'l4"W (BASIS OF BEARING) 5281.22 _ ..-:3 2
PLUG W/ PUNCH IN CASE HIGHLAND AT NEWCASTLE
(BASIS OF POSITION)
LEGAL DESCRIPTION
THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.1 IN l<ING
COUNTY, WASHINGTON, LYING SOUTHERLY OF S.E. MAY VALLEY ROAD (ALSO l<NOWN AS
THOMAS ROWSE ROAD);
EXCEPT THE WEST 110 FEET IN WIDTH LYING NORTHERLY OF THE CENTERLINE OF MAY CREEi<.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12 \ 12196 \Final Short Plat\ 12196X03.dwg Erica Malm 2013-07-03 9:47 AM
FND STONE W/
CHISELED ''X" IN CASE
LEGEND
BM
CONC
FND
MON
0 200
~
SCALE:
BENCHMARK
CONCRETE
FOUND
MONUMENT
400 800
l" = 400'
N.T.S.
SURVEY CONTROL
MAY VALLEY MEADOWS
SHORT PLAT
CITY OF RENTON l<ING COUNTY WASHINGTON
SCALE: 1 "=400' DATE: 5/29/2013 JOB NO.: 12196 FLO BK:
DWN: EMALM CHI<: MMAUGER SHEET: 213 PG#:
SE l /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
I
3S 1 I
I
I
I
I
I
2s•
61./1
TAX PARCEL #3424059072
225.36 (TOTAL)
LOTC
17,178SF
13829 SE MAY VALLEY ROAD
~ .~ 1g
~I
~ ;:
0
0
0
0
0
Nl'22'04"E
14.11
I
I
/
I
SHORT SUBDIVISION NUMBER LUA 13-000303-SHPL
LND-20-0578
TAX PARCEL #3424059117
I
I ',.., I
357.20 (TOTAL)
APPROX/MA TE_?-"'j' "' '
LOCATION OF 100 / ',
YEAR FLOODPLAIN ,
I O'I
r,----------.!.!N.!...1 '.::..'.22~'0~4...:"E _ _:2,:!.43;.;.·~17:_ _________ _J~\ TAX PARCEL
#0323059287
~/
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2S 1
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0 20
SCALE:
L
40 80
LOT B
17,688 SF
13821 SE MAY VALLEY ROAD
Nl'22'04"E 233.37
LOTA
16,595 SF
13815 SE MAY VALLEY ROAD
TAX PARCEL #3424059016
TAX PARCEL #3424059109
120
tr ernr rmal
1" = 40'
I
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, E.lellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12 \ 12196\Flnal Short Plat\ l 2 l 96X04.dwg Erica Malm 2013-07-03 12:02 PM
ZONE'')('' )
NATIVE GROWfH
PROTECTION AREA
(RECORDED UNDER SEPARATE
DEED OF DEDICATION,
RECORDING # ______________ J
\
I
I
I
I
' N64'31 'l 8"W
\ l 0.92
\
I
I " '
APPROXIMATE LOCATION-~//~,.--,
OF l 00 YEAR FLOODPLAIN ,
" '
....... _
FIELD LOCATED CENTERLINE OF
MAY CREEK (l I I 0/2013)
NO CORNERS SET THIS VICINITY
I
/
Nl 'l 8'57"E 323.04
TRACT X
115,610 SF
---/ ---.. -
/
TAX PARCEL
#0323059164
RCF
(ILL£6/BL£)
O.l'N X 0./1£
TAX PARCEL #3424059086
LEGEND
@ + 0
ZONE"X"
REBAR & CAP SET (LS 29277,38984,28070)
REBAR & CAP SET -LINE STAl<E (LS 38984)
CONCRETE NAIL SET
RCF -REBAR & CAP FOUND (AS NOTED)
FLOOD ZONE DESIGNATION -SEE NOTE 15, SHEET l /3
BOUNDARY/ NEW LOT LAYOUT
MAY VALLEY MEADOWS
SHORT PLAT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: l "=40' DATE: 5/29/2013 JOB NO.: 12196 FLO BK:
DWN: EMALM CHK: MMAUGER SHEET: 3/3 PG#:
SHORT SUBDIVISION NUMBER
PROPERTY OWNER: MAY VALLEY MEADOWS, LLC
121 5 114th Avenue S.E.
Bellevue, WA 98004
Phone M25)462-1080
Fax (42 5) 462-7719
ENGINEER/SURVEYOR: GOLDSMITH & ASSOCIATES
121 5 114th Avenue S.E.
Bellevue, WA 98004
Phone (425)462-1080
Fax M25)462-7719
SITE DATA
TOTAL AREA: 167,843 SF (3.85 ACRES)
PROPOSED LOTS: 3
ZONING: R-1
LAND ASSESSMENT
PROPOSED LOT AREAS:
WITHIN CRITICAL AREA:
WITHIN BUFFERS:
LOTA:
LOT B:
LOTC:
TRACT:
16,598 SF
17,688 SF
17,164 SF
115,605 SF
31,871 SF
77,304 SF
WITHIN PUBLIC ROADS:
WITHIN ACCESS EASEMENTS:
788 SF (TO BE DEDICATED)
0 SF
PERMIITED DENSITY: l DWELLING UNIT PER ACRE
PROPOSED DENSITY: 0. 77 DWELLING UNITS PER ACRE
DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF
THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO
RCW 58.17.060 AND DECLARE THIS SHORT SUBDIVISION TO BE THE GRAPHIC REPRESENTATION OF
SAME, AND THAT SAID BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE OWNER(S).
MAY VALLEY MEADOWS, LLC
BY : COLDSMITH LAND INVESTMENTS, LLC
ITS : MANAGER
BY: ., .......................................................................................................... .
JOHN D. DULCICH, PRESIDENT
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
) ss
COUNTY OF KING )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER)
FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED
IN THE INSTRUMENT.
PRINTED NAME OF NOTARY PUBLIC
SIGNATURE OF NOTARY PUBLIC
DATED ......................................................................................... .
MY APPOINTMENT EXPIRES ........................................................... .
L I
LAND DEVELOPMENT SERVICES
l 215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F425 462 7719 www.goldsmithengineerlng.com
M:\ACAD\SURVEY\ 12\ 12196\ l 2196X02.dwg Erica Malm 2013-03-08 9:28 AM
SE 1 /4, SW l /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
APPROVALS
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GREGG ZIMMERMAN, DIRECTOR
EXAMINED AND APPROVED THIS ................ DAY OF ............................................ , 2013
BY: ....................................................................................................................................... ..
ADMINISTRATOR, PLANNING, BUILD!NG & PUBLIC WORKS
EXAMINED AND APPROVED THIS ................ DAY OF ............................................ , 2013
BY: ....................................................................................................................................... ..
TRANSPORTATION SYSTEMS MANAGER
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS ................ DAY OF ............................................ , 2013
BY: ....................................................................................................................................... ..
ASSESSOR
BY: ........................................................................................................................................ .
DEPUTY ASSESSOR
NOTES
1. HORIZONTAL DATUM: NAD 1983/91. BOUNDARY INFORMATION SHOWN HEREON REFERENCED
THE FOLLOWING INFORMATION:
A) RECORD OF SURVEY AS RECORDED IN VOLUME 65 OF SURVEYS, PACE 171, RECORDS OF KING
COUNTY, WASHINGTON.
B) RECORD OF SURVEY AS RECORDED IN VOLUME 256 OF SURVEYS, PAGE 073, RECORDS OF KING
COUNTY, WASHINGTON.
C) HIGHLANDS AT NEWCASTLE ACCORDING TO THE PLAT THEREOF AS RECORDED IN VOLUME 204
OF PLATS, PACES 91-100, RECORDS OF !(ING COUNTY.
D) WGS SURVEY DATA WAREHOUSE.
E) KING COUNTY ASSESSORS MAP FOR SW 34-24-05
2. BASIS OF POSITION (STATE PLANE COORDINATES AND CADASTRAL): HELD SOUTHWEST CORNER
OF SECTION 34, TOWNSHIP 23 NORTH, RANCE 05 EAST (ALSO KNOWN AS WCS SURVEY CONTROL
POINT 3 707). -FOUND CONCRETE MONUMENT WITH 3 / 8" BRASS PLUG WITH PUNCH IN CASE.
MONUMENT IS LOCATED ON THE NORTH BOUNDARY LINE OF THE PLAT OF CALEDON AND IS 1 .O'
EAST OF THE CENTERLINE OF l 32ND AVENUE SOUTH EAST, OPPOSITE THE SOUTH PROPERTY LINE
OF HOUSE #9550. MONUMENT IS 1.0' BELOW GROUND. SEE WCS SURVEY DATA WAREHOUSE FOR A
MORE DETAILED DESCRIPTION. NORTHING (FT):191241.843, EASTING (FT):1311481.147
3. BASIS OF BEARING (STATE PLANE COORDINATES AND CADASTRAL): HELD THE BEARING BETWEEN
THE ABOVE NOTED BASIS OF POSITION AND THE SOUTHEAST CORNER OF SAID SECTION 34, ( ALSO
KNOW AS WGS SURVEY CONTROL POINT 3705), A FOUND STONE WITH CHISELED "X" IN CASE TO BE
N 88° 33'1 S" W PER DIRECr INVERSE. SEE WGS SURVEY DATA WAREHOUSE FOR A MORE DETAILED
DESCRIPTION. NORTHING (FT): 191108.582, EASTING (FT): 1316760.441
4. MONUMENTATION NOTED AS FOUND WAS FIELD VISITED ON JANUARY 08, 201 3.
5. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON ARE PER OLD REPUBLIC TITLE, LTD.
PLAT CERTIFICATE ORDER NUMBER 5207110286 DATED FEBRUARY 8, 2013, AND SUPPLEMENTAL
COMMITMENTS THERETO. ONLY THOSE EASEMENTS NOTED IN SCHEDULE B OF SAID REPORT THAT
CAN BE PLffITED ARE SHOWN HEREON.
6. GRID DISTANCES WERE REDUCED TO GROUND DISTANCES USING A COMBINATION FACTOR OF
0.999985210, WHERE GRID DISTANCE DIVIDED BY COMBINATION FACTOR EQUALS GROUND
DISTANCE. THEREFORE THE ONLY TRUE WASHINGTON STATE PLANE COORDINATE IS THE BASIS OF
POSITION (STATE PLANE COORDINATES).
7) THAT PORTION OF THE WESTERLY BOUNDARY THAT IS DESCRIBED AS "THE CENTERLINE OF MAY
CREEi<" WAS CALCULATED USING THE MIDPOINT OF THE FIELD LOCATED ORDINARY HIGH WATER
MARKS DELINEATED BY WETLAND RESOURCES INC.
8) THE SOUTH RIGHT OF WAY MARGIN FOR SE MAY VALLEY ROAD IS BASED ON THE ABOVE NOTED
RECORD OF SURVEY (VOLUME 256, PAGE 073).
9) WORK PERFORMED IN CONJUNCrlON WITH THIS SURVEY UTILIZED ONE OR MORE OF THE
FOLLOWING SURVEY INSTRUMENTS AND PROCEDURES:
RECORDER'S CERTIFICATE .............•.•.....
FILED FOR RECORD THIS •.•••••.•••• DAY OF
.................... , 20 .... AT ..... MIN BOOK ....... .
OF ......... AT PAGE. .....•• AT THEREQUEST OF
HUGH G. GOLDSMITH & ASSOCIATES, INC.
AUDITOR, KING COUNTY DEPUTY COUNTY AUDITOR
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF GOLDSMITH LAND INVESTMENTS, LLC IN
~.;?.. ~~.~Y. ............ . FEBRUARY, 2013 ~· _
'rlf~QUIST, P 3 7'
A. FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS).
B. ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON GPT 3005, TOPCON GTS-3C,
TOPCON GTS 815A, NIKON DTM-430 OR NIKON DTM-530.
C. LEICA SYSTEM 300 GNSS EQUIPMENT.
D. TOPCON HIPER LITE PLUS GNSS EQUIPMENT.
E. TOPCON GR-3 GNSS EQUIPMENT.
F. ALL FIELD TRAVERSE WORK COMPLIES WITH CURRENT STANDARDS AS OUTLINED IN WAC
332-130-070, 080 AND 090. ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S
SPECIFICATIONS AS REQUIRED BY WAC 332-130-100.
l 0) VERTICAL DATUM: NAVO l 988 PER WGS SURVEY DATA WAREHOUSE.
MASTER BENCHMARK: WGS SURVEY DATA WAREHOUSE (DESIGNATION RENT #2183). FOUND 3"
BRASS DISK STAMPED "CITY OF BELLEVUE 034 l" SET ON TOP OF CONCRETE MONUMENT IN CASE.
MONUMENT IS LOCATED IM FRONT OF HOUSE fftl 3905 AND IS 2.0' SOUTH OF THE SOUTH EDGE OF
PAVEMENT OF MAY VALLEY ROAD (NAVO 1988) ELEVATION= 315.55 FEET
SITE BM#l: GOLDSMITH SURVEY CONTROL POINT MV*l -SET PK MAIL AND TAG IN THE NORTH
SHOULDER OF SE MAY VALLEY ROAD 2.7' SOUTH OF THE NORTH EDGE OF PAVEMENT AND+/-23'
WEST OF THE WEST EDGE OF DRIVEWAY TO HOUSE #13815. ELEVATION= 314.11 FEET.
SITE BM#2: GOLDSMITH SURVEY CONTROL POINT MV*2 -SET REBAR AND CAP IN BACK YARID +/-
73' SOUTH OF THE SOUTH EDGE OF ASPHALT ROAD AND +/-100' EAST OF A 6' WOOD FENCE
RUNNING ALONG THE WEST BOUNDARY LINE. REBAR IS+/-3' NORTH OF TOP OF SLOPE. ELEVATION
= 299.98 FEET.
SITE BM#3: GOLDSMITH SURVEY CONTROL POINT MV*3. SET PK NAIL AND TAC IN BACK YARD IN
ASPHALT ROAD. PK NAIL IS+/-36' EAST OF 4' WIRE FENCE RUNNING ALONG THE WEST BOUNDARY,
28' SOUTH OF THE SOUTH EAST CORNER OF A SHED AND 5.0' EAST OF THE WEST EDGE OF
PAVEMENT OF SAID ROAD. ELEVATION= 305.48 FEET.
11) PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS FIELD LOCATED ON
JANUARY 8-11, 2013 AND IS CURRENT TO THOSE DATES ONLY. ELEVATIONS WERE TAKEN ACROSS
THE SITE AND ARE AVAILABLE ELECTRONICALLY BUT ARE NOT ALL SHOWN HEREON FOR SAKE OF
CLARITY.
12) UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED
SURFACE OBSERVABLE FEATURES AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR. ALL
LOCATIONS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION.
13) WETLANDS AND ORDINARY HIGH WATER MARl<S SHOWN WERE DELINEATED BY WETLAND
RESOURCES INC. AND WERE FIELD LOCATED BY GOLDSMITH AND ASSOCIATES IN JANUARY 2013.
14) FLOOD ELEVATION DATA IS BASED ON THE PRELIMINARY D-FIRM -PRELIMINARY FLOOD
INSURANCE RATE MAP AND FLOOD INSURANCE STUDY KING COUNTY, WASHINGTON. MAP
#53033C0669 K. PORTIONS OF SITE ARE DESIGNATED AS FLOOD ZONE "X" WHICH ARE AREP.S
DEEMED TO BE OUTSIDE OF THE 500 YEAR FLOOD PLAIN AND ZONE "AE" WHICH ARE AREAS WHERE
THE BASE FLOOD ELEVATION HAS BEEN DETERMINED. THE APPROXIMATE BASE FLOOD ELEVATION,
THE ELEVATION DEEMED TO BE THE 100 YEAR FLOOD LINE, EXTENDS FROM ELEVATION 282 FEET
TO ELEVATION 288 FEET ACROSS THE WIDTH OF THE PROPERTY AS DEPICTED ON FLOOD PROFILE
I 09P AS ASSOCIATED WITH SAID PRELIMINARY D-FIRM. THE BASE FLOOD PLAIN HAS NOT BEEN
FIELD VERIFIED AS PART OF THIS SURVEY.
RECORD MATTERS
l) EXCEPTION NO. 4 OF THE ABOVE NOTED PLAT CERTIFICATE IS FOR AN EASEMENT RECORDED
UNDER RECORDING NUMBER 3026181. SAID EASEMENT ESTABLISHES THE RIGHT TO MAKE
NECESSARY SLOPES FOR CUTS OR FILLS UPON THE SUBJECT PROPERTY ALONG THE STREET MARGIN
BUT CANNOT BE PLOTIED HEREON.
2) EXCEPTION NO. 6 OF THE ABOVE NOTED PLAT CERTIFICATE IS FOR A SENSITIVE AREA NOlflCE
RECORDED UNDER RECORDING NO. 910225 l 5 IO AND 9103080632. THE SENSITIVE AREA NOTICE
NOTIFIES THE PUBLIC OF THE SENSITIVE AREAS ON THE SITE, BUT IT IS NOT A DELINEATION OF SAID
SENSITIVE AREAS. CONCURRENT WITH THIS SHORT SUBDIVISION, CRITICAL AREAS HAVE BEEN
IDENTIFIED AND DELINEATED. THE SENSITIVE AREAS, AND REQUIRED BUFFERS AND SETBACKS, PER
CITY OF RENTON MUNICIPAL CODE, ARE SHOWN HEREON.
LEGAL
THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 34, TOWNSHIP 24 NORTH, RANCE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON, LYING SOUTHERLY OF S.E. MAY VALLEY ROAD (ALSO KNOWN AS THOMAS ROWSE
ROAD);
EXCEPT THE WEST 110 FEET IN WIDTH LYING NORTHERLY OF THE CENTERLINE OF MAY CREEK.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TRACT NOTES
-:::•~<t
NATIVE GROWTH PROTECTION TRACT: OWNERSHIP OF LOTS l THROUGH 3 WITl-flN THIS SHORT
PLAT INCLUDE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE NATIVE GROWTH
PROTECTION TRACT, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR TH{ri!IAINTENANCE OF
SAID TRACT. . . ,
''i)
'1)f /; '• t'/Jlj
MAY VALLEY IVf~ADC>WS ('..' ' <.,,
/{·<, i?'~
PRELIMINARY SHORT2Pt_AT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: N/A DATE: 2/15/2013 JOB NO.: I 2196 FLD E:K:
OWN: EMALM CHK: MMAUGER SHEET: l /6 PG#:
SHORT SUBDIVISION NUMBER SE 1 /4, SW l /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M. ------------CITY OF RENTON, KING COUNTY, WASHINGTON
NOT VISITED
HELD PER PLAT
SEE NOTE #IC, SHEET 1/6
NOT VISITED
HELD PER PLAT
SEE NOTE #IC, SHEET l/6
_ _ _ _ _ _ _ N88°46'4!"W 2654.87
I 1327.43------T------,32-1.~ ------,-----------N88°'!_6~4/"W 2~3!:f!!__ -----------i
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1 ~
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34 I I I ~~ -----_!3.7:_8?_ ------_le 658.9/ ~ ~;.p' ')., ----------k:::... 3_29_.45 --------------------~-34 35 ,j .__, _ N88°29'38"W 2635.63 --------
NOT VIS/TEO N88°36'5l"W 2645.60 -----------
FND CONC MON W/ 3/811 BRASS HELD PER PLAT OF N88°33'!5"W (BASIS OF BEARING) 5281.22 _ --3 2
PLUG W/ PUNCH IN CASE HIGHLAND AT NEWCASTLE
(BASIS OF POSITION)
LEGEND
BM BENCHMARK
CONC CONCRETE
FND FOUND
MON MONUMENT
800
;. r rmrv · ·r P@!!!j
1" = 400'
L
CONTROL SKETCH
I
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12\ 12196\ 12l 96X03.dwg Erica Malm 2013-03-07 2:32 PM
FND STONE 1'1/
CHISELED "X" IN CASE
N.T.S. MAR 1 15 20TJ
.... i' .. ··.:,ri
Uq
MAY VALLEY MEADC)WS
PRELIMINARY SHORT PI_AT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: 1 "=400' DATE: 2/15/2013 JOB NO.: 12196 FLD ~K:
DWN: EMALM CHK: MMAUGER SHEET: 2/6 PG#:
SHORT SUBDIVISION NUMBER
I
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3s· I
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25•
TAX PARCEL #3424059072
225.38
_. 15' SIDE YARD BSBL -·-·-·-·-·-·-·-·-· -·-·-·-·-·~,_J
. ro
I~
. Ct:'.
I t5 • Ct:'.
I io
LOTC
17,164 SF
. C\I
-. -. -. 15' SIDE YAHD BSBL . -. -. -. -. -. -. _J
Nl'21'39"E
243.17
GO
l'-
0
ci m
<"! ~
r(') =
r,.. g
0
0
0 m z
q' ~/
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....J/. _. _. _. _. _. _ .1~~1DEYARDBSBL __ . _. 16.79--t -·-·-·-·7
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ft/ 17,688 SF i1f ~-/~ L.___ 0
. -. -. -·15' SIDE YARD BSBL -. -. -. -. -. -. _/ C\i
N1'21'39"E
233.39
15' SIDE YARD BSBL -·-·-·-·-·-· -.1,·-·-·-·
fJ}
OJ/ 1-.
Bl re. LOTA
16,598 SF :'--J fir.
L._ -·-·-
224.03
Nl'18'53"E 343.13 (TOTAL)
TAX PARCEL #3424059016
-r
I
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TAX PARCEL #3424059109
40 80 120
SCALE: l" = 40'
s I
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12\ 12196\ l 2196X04.dwg Erica Malm 2013-03-07 2:33 PM
LEGEND
@
Q RCF
._,--
SE 1 /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
Nl '2l '39"E 586.16
CITY OF RENTON, KING COUNTY, WASHING-rON
TAX PARCEL #3424059117
357.20
NATIVE GROWTH PROTECTION TRACT
115,605 SF
-........ __ FIELD LOCATED CENTERLINE OF
MAY CREEK (1/10/2013)
NO CORNERS SET THIS VICINITY
TAX PARCEL #3424059086
U'>
"' oi
N en
~
00 en en
f"
00
00 z
TAX PARCEL
#0323059287
TAX PARCEL
#0323059164
..... · :·; :: ) r 1
REBAR & CAP SET AS PART OF THIS SHORT PLAT
(LS 29277,38984,28070) MAR 1 5 W13
REBAR & CAP FOUND (AS NOTED)
[DJ
BOUNDARY/ NEW LOT LAYOUT
MAY VALLEY MEADC)WS
PRELIMINARY SHORT PL.AT
CITY OF RENTON
SCALE: l "=40'
DWN: EMALM
KING COUNTY
DATE:2/15/2013 JOBN0.:12196
CHK: MMAUGER SHEET: 3/6
WASHINGTON
FLD BK:
PG#:
SHORT SUBDIVISION NUMBER SE l /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
LEGEND
~ BM
BWF
CLO
CLF
CONC
COR
EP
FNC
GVL
INT
D MB
A MV-
OHWM
0 RCF
RET
LL SGN
--------------
BENCHMARK
BARBED WIRE FENCE
CENTERLINE OF DITCH
CHAINLINK FENCE
CONCRETE
CORNER
EDGE OF PAVEMENT
FENCE
GRAVEL
INTERSECTION
MAILBOX
GOLDSMITH SURVEY
CONTROL POINT
TAX PARCEL #3424059072
ORDINARY HIGH
WATER MARK
r-:--ir--------3!------0
REBAR & CAP FOUND
(AS NOTED)
RETAINING
SIGN
SITE BM/I
MV-1
ELEV=3/4.II
SEE NOTE /6
q/ ~,~-
ZI
~1 f:j,
jl
~if:;
5§/
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I
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I
C AR J7 HEDGE
~GREEN
OVERHANG HOUSE
WOOD Sf/ED
(!)
-~
(0
...:
0
I s11co tro a:
\ REMOVEDJJ TAX PARCEL #3424059099
13815 SE MAY VALLEY ROAD \
RENTON, WA 98059 \
SITE BM/3
MV-3
ELEV=305.48
SEE NOTE #6
~ f w I
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/
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)
/
~ S!TEBM/2
/ MV-2
ELEV=299.98
SEE NOTE /6
APPROX/MA TE LOCATION-.£-.+----t
I TAX PARCEL #3424059016 OF 7 00 Y£4R FLOOUPLAIN
3S· I 25•
I -r
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-= .... ciiiiiiii-iars.i7~--z ---t!z.•=-···~r-
0 20 40 120
, I
SCALE: I"= 40'
DL
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12\ 12196\ 12196X06.dwg Erica Malm 2013-03-07 2:33 PM
\
\
\
\
I
CITY OF RENTON, KING COUNTY, WASHINGTON
TAX PARCEL #3424059117
' t ' I , , I :.::J.. ':,. ,---·,
APPROXIMATE_/ ...... ~ ... ' > '\. II
LOCATION OF 100 ,' ' / \
Y£4R FLOODPLAIN '\ 1, \
So, \ I "--AREA OF~\
I ~o,oc s;-cc,o I STEEP SLOPE · .\ /
.. -... 8 ltrr."' • -.. ( "t:,p •, 1'-........ 'I ·,~.. . ···,.. /' !\ ;\ · · · '-y ZONE "X" (
i) \. . . . '\... JOO'WErlANOBUFFER J
,I '.>WE_TL.A_N°/. ~( I j , / I . ,..,,.... ... '···) I ! ~ "" .· , /_. : / / · ·1;· / APPROXIMATELY 130 / 1 SIGNIFICANT -rnEE'c-/ 1.
\ ./. ./. SOUTHOFMA;2.R!£K ' !' .. ,. .. ,/, / (DID NOT LOCATE) / /
~ ~ /././
\ . \ I / I . °"''\ /./ I I
\ / J;:. s-0, 1 L"" o..<:> ""A / .._-. ;' «'QV.~ I
. Q /'~ / ~ ?' .. -1
.... 'l~ I . . ·, -
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.o. ,C.,J ~~ / ./ ---
9,. {' <q '<~\v·,,,.,
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' ..... ~ \.,,... ~ /. -~ . ..._··'!.!,;,·,, ,,.__ --·-·-· ·-·-· . _/ FIELD LOCATED CENTERLINE /. / "'-.
OF CREEK (07 /l l /2013)
./ I •'•' X
.4/ !I
X
/
--I -
+ 6'>--.. 9.8'N FNC
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TAX PARCEL #3424059086
C: <,0 +
t DETENTION PON~
-(DID NOT ACCESS)
TAX PARCEL
#0323059287
2.2'N FNC
TAX PARCEL
#0323059164
RCF
{ILLEGIBLE)
O.l'N X O.t'E
MAR 1 5 2013
MAY VALLEY MEADC)WS
PRELIMINARY SHORT PL.AT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: l "=40' DATE: 2/15/2013 JOB NO.: 12196 FLO E.K:
OWN: EMALM CHK: MMAUGER SHEIT: 4/6 PG tt:
SITE BM/I
MV-1
ELEV=J/4./1
SEE NOTE #6
I
35· I
25'
I -r
I
0 20 40 80
?WW
SCALE:
FIELD LOCATED TREES:
120
m er r:ew,I
1" == 40'
FIELD LOCATED SIGNIFICANT TREES l 7
(OUTSIDE OF CRITICAL AREA)
SIGNIFICANT TREES TO BE REMOVED l 7
REQUIRED RETENTION (30%) 5
SIGNIFICANT TREES TO BE RETAINED 0
REQUIRED REPLACEMENT TREES 30
NOTE: 158 SIGNIFICANT TREES TO BE RETAINED
WITHIN NATIVE GROWTH PROTECTION TRACT.
I H
LAl'1D DEVELOPMENT SERVICES
1215 I 14th Ave SE, llellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 'f25 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12\ 12196\ 12196X05.dwg Erica Malm 2013-03-07 2:33 PM
ZONE ''X"
LOT B
SE 1 /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
-------,,... .......... .,,..,,,. ........
,,,.,,. ",
-/ ' -------.... .,,.,' \ ,,,.,,,.' .... ,, /' \
Q * TREES TO BE RETAINED
Q9 ~ TREES TO BE REMOVED
/' \. / \
I '\ / \
I 'I I \
I \ I \
/ \,' \ V I
I
/
I
~\
\
I
I ' I I I j I '
I ... I -:..:::1.. / .. ( '),, ~ ~ J--. ' --."-I
\ APPROXIMATE_/ / -", 1/ '\\ /
/ LOCATION OF l 00 ,' '
YEAR FLOODPLAIN '\ f...,.,, \
I ~AREAOF \
···--:-···-/ Stop~;~~ I STEEP SLOP~/
···,. -;1:---... R I NATIVE GROWTH \/ ·{. . ':, .. y1' PROTECTION TRACT(\
) ·. . . . . \_
/ \ • • • ~ 7 00' WETLAND BUFFER ,_}
,1 \WETLA"!D 1 .r , ,
,/' ) I /) I I ,./ .. · il; APPROXIMATELY 130 I /
/
• • 1 / SIGNIFICANT lREES / /
, "j SOUTH OF MAY CREEK ----.. -/···. . . / I (DID NOT LOCATE) I
[ · /,, TO BE RETAINED / .
I. I /
., ·,. "/" ,.... ,.... ' ZONE ''X" /1
,. ,.... ,....~ \\ I /
'.1~ (\ "'-..\ /./
'~ \ \~_ /1·· /~ci;'~ /
j---./ ~ I ··-~-· .,/ ~r -~rg~,. I ". . . .,
', ~~-. ./.. ,
"-. -~&-I./ -"-" ~-~t"-·i /
' ~~---
APPROX/MA TE LOCATION--"'--+----; ' ' '--._.:. __ __.../"--:-,...~ '"t~~'·, / ·, ' ./ /. ---..::.::~~---/ OF I 00 YEAR FLOODPLAIN
I
•' • >• / • •o;,-~~t-~;~~~
-.. , / ~-,.t,;,,X·/!<·"·j';:-,r;·,c,,.•,!• • -. • ---• "-•-.!.:t~!i.;;ff:1J>1:,, ... ;:"*
FIELD LOCATED CENTERLINE . -. -. -. /. "'-.. ···~
OFCREEK(Ol/11/2013) /
--I
TREE TABLE
POINT NUMBER
52150
52152
52153
52154
52155
52276
52277
52278
52279
52280
52281
52282
52351
52363
52369
52370
52371
SIZE/TYPE
12" FIR
l 5" FIR
12" FIR
18" PINE
l O" FIR
24" FIR
20" FIR
24" FIR
28" FIR
TWIN CEDAR (16", 12")
18" CEDAR
22" CEDAR
DEC. CLUMP (8",6",6")
DECIDUOUS CLUMP
TWIN DEC. (6",4")
DECIDUOUS CLUMP
12" FIR
/
DRIP DIAMETER
24' DRIP
30' DRIP
24' DRIP
36' DRIP
20' DRIP
48' DRIP
50' DRIP
50' DRIP
60' DRIP
30' DRIP
30' DRIP
24' DRIP
16' DRIP
24' DRIP
20' DRIP
24' DRIP
24' DRIP
-------
RCF
(ILLEGIBLE)
O.l'N X O.l'E
MAfl 1 5 ND
TREE PRESERVATION P1LAN
MAY VALLEY MEAD01WS
PRELIMINARY SHORT Pl.AT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: l "=40' DATE: 2/l 512013 JOB NO.: 12196 FLD BK:
OWN: EMALM CHK: MMAUGER SHEET: 5/6 PG#:
\
I .
--------------------
SHORT SUBDIVISION NUMBER --------------
(
3s· 1; }, Vi' 25 1
TAX PARCEL #3424059072
J
I
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35· ;
25•
I
I
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TAX PARCEL #3424059016
-r--r~~~~~~~~~~~
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TAX PARCEL #3424059109
0 20 40 80 120
5iiF"\i?" ""b-m:d SCALE: l " = 40'
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 7719 www.goldsmithengineering.com
M:\ACAD\SURVEY\ 12\ 12196\ I 2l 96X07.dwg Erica Malm 2013-03-07 2:33 PM
SE l /4, SW 1 /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
V,
C)
C)
\
DRIVEWAY
TYPICAL 10'
LANDSCAPING PLAN
5 10 20 ,, ... !!!1
SCALE: l" = 1 O'
z
0
0
LANDSCAPE PLAN NOTES/ SPECIFICATIONS
TREES
STREET TREES: BITIER CHERRY (PRU NUS EMARGINATA) OR OTHER APPROVED TREE
SPACED 20' APART; 2" MINIMUM CALIPER.
REPLACEMENT TREES: WESTERN REDCEDAR (THUJA PLICATA) OR OTHER APPROVED TREE
(SITE INTERIOR) SPACED 20' APART; 2" MINIMUM CALIPER.
LARGE SHRUBS -SPACED FOUR FEET TO TEN FEET APART, ON CENTER:
0 PACIFIC RHODODENDRON (RHODODENDRON MACROPHYLLUM)
G MOCK-ORANGE (PHILADELPHUS LEWISII)
0 OCEANSPRA Y (HOLODISCUS DISCOLOR)
SMALL SHRUBS -SPACED TWO FEET TO FOUR FEET APART, ON CENTER:
0 HYBRID MANZANITA (ARCTOSTAPHYLOS X. MEDIA)
0 LOW OREGON GRAPE (MAHONIA NERVOSA)
(J EVERGREEN HUCKLEBERRY (VACCINIUM OVATUM)
GROUNDCOVER -SPACED ONE TO THREE FEET APART, ON CENTER:
~ DEER FERN (BLECHNUM SPICANT)
8 CAMAS, GREAT (CAMASSIA LEICHTLINII)
(:;> FAREWELL-TO-SPRING (CLARKIA AMOENA)
,;f, GOLDEN EYED GRASS (SISYRINCHIUM IDAHOENSIS)
TREES, SHRUBS AND GROUNDCOVER PER KING COUNTY DEPARTMENT OF NATURAL
RESOURCES AND PARKS WATER AND LAND RESOURCES DIVISION PUBLICATION "GOING
NATIVE".
NOTE: THESE PRELIMINARY SPECIFICATIONS ARE SUBJECT TO CHANGE; FINAL LANDSCAPE
PLANS AND PLANTING SPECIFICATIONS, INCLUDING TREE, SHRUB AND GROUNDCOVER
SELECTIONS WILL BE REVIEWED AND APPROVED AT TIME OF ENGINEERING. OR BUILDING
PERMIT APPROVAL. "s</Y.f C, i?. ·i
MAR 1 5 2Ul3
MAY VALLEY MEADOWS
PRELIMINARY SHORT PL.AT
CITY OF RENTON KING COUNTY WASHINGTON
SCALE: 1 "=40' DATE:2/15/2013 JOBN0.:12196 FLO BK:
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KROLL 1S INTEGP..ATED lVIi.\PPING
SCALE IN FEET
1DO 50 0 100 200 300 400 5DO 600 700 8DO 9DO
copyright and published by:
KROLL MAP COMP ANY, INC.
25TH
www.krollmap.com
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Condominiums Apartments (3+ Units)
MA,D, --· J.:.'12Di3
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Eiements of the mopping originated frorn City of Seattle and King Cou:1ty
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NOTf:S:
1. oi'/LY CONCEPTUAL TESC / UTILITIES / GRADING / DRAINAGE
DESIGN ARE SHOWN ON THIS PLAN.
2. CONSTRUCTION / IMPLEMENTATION OF UTILITY CONNECTIONS,
DESIGN / CONSTRUCTION OF ON-SITE STORM DRAINAGE BMP'S,
AND INDIVIDUAL LOT GRADING WILL BE COMPLETED AT THE
TIME OF FUTURE BUILDING PERMITS.
3. CONSTRUCTION ENTRANCE IS NOT SHOWN AS EACH LOT WILL
BE CONSTRUCTED/ BUILT INDIVIDUALLY. ADDITIONAL TESC
MEASURES CAN BE PROVIDED AS DIRECTED BY THE INSPECTOR.
4. SURFACE RUNOFF FROM PROPOSED IMPERVIOUS SURFACE
INCLUDING DRIVEWAY ROOF AND PATIO TO BE DIRECTED TO
PROPOSED TRENCH INFILTRATION SYSTEM.
5. SEE SHORT PLAT FOR LANDSCAPING AND TREE PROTECTION.
LEGEND:
--JJO--
--SD--
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PROPOSED CONTOUR
PROPOSED STORM PIPE
PROPOSED SANITARY SIDE
SEWER
PROPOSED DOEMESTIC WATER
SERVICE LINE
PROPOSED WATER METER
EXTEND DRIVEWAY TO
EDGE OF PAVING (TYP.)
-x-x-FILTER FABRIC FENCE
LIMITS OF CLEARING AND
CONSTRUCTION
REUSE EX. SANITARY
SEWER SERVICE LINE,
ROUTE NEW SERVICE
LINE AS NECESSARY
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PAVEMENT RESTORATION
PROPOSED DRIVEWAY
TYPCIAL PATCH FOR
RIGID PAVEMENT
RESTORATION (TYP.)
INSTALL SANITARY
SEWER SERVICE LINE,
ROUTE AS NECESSARY
(TYP.)
GOLDSMITH
LAND DEVELOPMENT SERVICES
1215 I 14th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 462 I 080 F 425 462 77 l 9 www.goldsmitherigineering.corn
SE l /4, SW l /4 SECTION 34, TOWNSHIP 24 N, RANGE 5 E, W.M.
c11-y OF RENTON, KING COUNl.Y, WASHINGTON
PLOTrED: 2013/03/0l 12:44
DRAWN: JQ
DESIGNED: SK
APPROVED: KJG
FIELD BOOK:
PAGE II:
M:\ACAD\PLATS\ 12\ l 2196\ 12196EOJ .DWG
MAY VALLEY MEADOWS, LLC
PRELIIVIIN)\RY GRADING, UTILITIES, AND DRAINAGE PLAN
FOR
MAY VALLEY ~/j EA DOWS
CITY OF RENTON KING COUNTY, WASHINGTON
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NOTES
l. HORIZONTAL DATUM: NAD 1983/91. BOUNDARY INFORMATION SHOWN HEREON
REFERENCED THE FOLLOWING INFORMATION:
A) RECORD OF SURVEY AS RECORDED IN VOLUME 65 OF SURVEYS, PAGE 171, RECORDS
OF KING COUNTY, WASHINGTON.
B) RECORD OF SURVEY AS RECORDED IN VOLUME 256 OF SURVEYS, PAGE 073, RECORDS
OF KING COUNTY, WASHINGTON.
C) HIGHLANDS AT NEWCASTLE ACCORDING TO THE PLAT THEREOF AS RECORDED IN
VOLUME 204 OF PLATS, PAGES 91-l 00, RECORDS OF KING COUNTY.
D) WGS SURVEY DATA WAREHOUSE.
E) KING COUNTY ASSESSORS MAP FOR SW 34-24-05
2. BASIS OF POSITION (STATE PLANE COORDINATES AND CADASTRAL): HELD SOUTHWEST
CORNER OF SECTION 34, TOWNSHIP 23 NORTH, RANGE 05 EAST (ALSO KNOWN AS WGS
SURVEY CONTROL POINT 3707). -FOUND CONCRETE MONUMENT WITH 3/8" BRASS PLUG
WITH PUNCH IN CASE. MONUMENT IS LOCATED ON THE NORTH BOUNDARY LINE OF THE
PLAT OF CALEDON AND IS 1.0' EAST OF THE CENTERLINE OF 132ND AVENUE SOUTH
EAST, OPPOSITE THE SOUTH PROPERTY LINE OF HOUSE #9550. MONUMENT IS 1.0' BELOW
GROUND. SEE WGS SURVEY DATA WAREHOUSE FOR A MORE DETAILED DESCRIPTION.
NORTHING (FT):191241.843, EASTING (m:1311481.147
3. BASIS OF BEARING (STATE PLANE COORDINATES AND CADASTRAL): HELD THE BEARING
BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE SOUTHEAST CORNER OF SAID
SECTION 34, ( ALSO KNOW AS WGS SURVEY CONTROL POINT 3 705), A FOUND STONE
WITH CHISELED "X" IN CASE TO BEN 88° 33'15" W PER DIRECT INVERSE. SEE WGS SURVEY
DATA WAREHOUSE FOR A MORE DETAILED DESCRIPTION. NORTHING (m:l 91 l 08.582,
EASTING (m: 1316760.44 I
4. MONUMENTATION NOTED AS FOUND WAS FIELD VISITED ON JANUARY 08, 2013.
5. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON ARE PER OLD REPUBLIC
TITLE, LTD. PLAT CERTIFICATE ORDER NUMBER 52071 l 0286 DATED FEBRUARY 8, 2013.
ONLY THOSE EASEMENTS NOTED IN SCHEDULE B OF SAID REPORT THAT CAN BE PLOTfED
ARE SHOWN HEREON.
6. GRID DISTANCES WERE REDUCED TO GROUND DISTANCES USING A COMBINATION
FACTOR OF 0.9999852 l 0, WHERE GRID DISTANCE DIVIDED BY COMBINATION FACTOR
EQUALS GROUND DISTANCE. THEREFORE THE ONLY TRUE WASHINGTON STATE PLANE
COORDINATE IS THE BASIS OF POSITION (STATE PLANE COORDINATES).
7) THAT PORTION OF THE WESTERLY BOUNDARY THAT IS DESCRIBED AS "THE
CENTERLINE OF MAY CREEK" WAS CALCULATED USING THE MIDPOINT OF THE FIELD
LOCATW ORDINARY HIGH WATER MARKS DELINEATED BY WETLAND RESOURCES INC.
8) THE SOUTH RIGHT OF WAY MARGIN FOR SE MAY VALLEY ROAD IS BASED ON THE
ABOVE NOTED RECORD OF SURVEY (VOLUME 256, PAGE 073).
9) WORK PERFORMED IN COl'l/UNCTION WITH THIS SURVEY UTILIZED ONE OR MORE OF
THE FOLLOWING SURVEY INSTRUMENTS AND PROCEDURES:
A. FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS).
B. ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON GPT 3005, TOPCON GTS-3C,
TOPCON GTS 81 SA, NIKON DTM-430 OR NIKON DTM-530.
C. LEICA SYSTEM 300 GNSS EQUIPMENT.
D. TOPCON HIPER LITE PLUS GNSS EQUIPMENT.
E. TOPCON GR-3 GNSS EQUIPMENT.
F. ALL FIELD TRAVERSE WORK COMPLIES WITH CURRENT STANDARDS AS OUTLINED IN
WAC 332-130-070, 080 AND 090. ALL INSTRUMENTS MAINTAINED TO
MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC 332-130-l 00.
l 0) VERTICAL DATUM: NAVO I 988 PER WGS SURVEY DATA WAREHOUSE.
MASTER BENCHMARK: WGS SURVEY DATA WAREHOUSE (DESIGNATION RENT /12183).
FOUND 3" BRASS DISK STAMPED "CITY OF BELLEVUE 0341" SET ON TOP OF CONCRETE
MONUMENT IN CASE. MONUMENT IS LOCATED IN FRONT OF HOUSE #13905 AND IS 2.0'
SOUTH OF THE SOUTH EDGE OF PAVEMENT OF MAY VALLEY ROAD (NAVO 1988)
ELEVATION= 315.55 FEET
SITE BM/I I: GOLDSMITH SURVEY CONTROL POINT MV''l -SET PK NAIL AND TAG IN THE
NORTH SHOULDER OF SE MAY VALLEY ROAD 2.7' SOUTH OF THE NORTH EDGE OF
PAVEMENT AND+/-23' WEST OF THE WEST EDGE OF DRIVEWAY TO HOUSE /113815.
ELEVATION= 314. l l FEET.
SITE BM/12: GOLDSMITH SURVEY CONTROL POINT MV'2 -SET REBAR AND CAP IN BACK
YARD+/-73' SOUTH OF THE SOUTH EDGE OF ASPHALT ROAD AND +/-100' EAST OF A
6' WOOD FENCE RUNNING ALONG THE WEST BOUNDARY LINE. REBAR IS+/-3' NORTH OF
TOP OF SLOPE. ELEVATION = 299.98 FEET.
SITE BM/13: GOLDSMITH SURVEY CONTROL POINT MV'3. SET PK NAIL AND TAG IN BACK
YARD IN ASPHALT ROAD. PK NAIL IS+/-36' EAST OF 4' WIRE FENCE RUNNING ALONG
THE WEST BOUNDARY, 28' SOUTH OF THE SOUTH EAST CORNER OF A SHED AND 5 .O'
EAST OF THE WEST EDGE OF PAVEMENT OF SAID ROAD. ELEVATION = 305.48 FEET.
l l) PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS FIELD
LOCATED ON JANUARY 8-l l, 2013 AND IS CURRENT TO THOSE DATES ONLY.
ELEVATIONS WERE TAKEN ACROSS THE SITE AND ARE AVAILABLE ELECTRONICALLY BUT
ARE NOT ALL SHOWN HEREON FOR SAKE OF CLARITY.
12) UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD
LOCATED SURFACE OBSERVABLE FEATURES AND RECORDS OF THE APPLICABLE UTILITY
PURVEYOR. ALL LOCATIONS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION.
13) WETLANDS AND ORDINARY HIGH WATER MARKS SHOWN WERE DELINEATED BY
WETLAND RESOURCES INC. AND WERE FIELD LOCATED BY GOLDSMITH AND ASSOCIATES
IN JANUARY 2013.
14) FLOOD ELEVATION DATA IS BASED ON THE PRELIMINARY D-FIRM -PRELIMINARY
FLOOD INSURANCE RATE MAP AND FLOOD INSURANCE STUDY KING COUNTY,
WASHINGTON. MAPi/53033C0669 K. PORTIONS OF SITE ARE DESIGNATED AS FLOOD
ZONE "X" WHICH ARE AREAS DEEMED TO BE OUTSIDE OF THE 500 YEAR FLOOD PLAIN
AND ZONE "AE" WHICH ARE AREAS WHERE THE BASE FLOOD ELEVATION HAS BEEN
DETERMINED. THE APPROXIMATE BASE FLOOD ELEVATION, THE ELEVATION DEEMED TO
BETHE 100 YEAR FLOOD LINE, EXTENDS FROM ELEVATION 282 FEET TO ELEVATION 290
FEET ACROSS THE WIDTH OF THE PROPERTY AS DEPICTED ON FLOOD PROFILE l 09P AS
ASSOCIATED WITH SAID PRELIMINARY D-FIRM. THE BASE FLOOD PLAIN HAS NOT BEEN
FIELD VERIFIED AS PART OF THIS SURVEY.
GOLDSMITH
LAND DEVELOPMENT SERVICES
1215 1 l'lth Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009
T 425 162 I 080 F 425 '162 Tl 19 www.goldsmithengineering.com
RECORD MATIERS
l ) EXCEPTION NO. 4 OF THE ABOVE NOTED PLAT CERTIFICATE IS FOR AN EASEMENT
RECORDED UNDER RECORDING NUMBER 3026181. SAID EASEMENT ESTABLISHES THE
RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE SUBJECT PROPERTY
ALONG THE STREET MARGIN BUT CANNOT BE PLOITED HEREON.
2) EXCEPTION NO. 6 OF THE ABOVE NOTED PLAT CERTIFICATE IS FOR A SENSITIVE AREA
NOTICE RECORDED UNDER RECORDING NO. 9102251510 AND 9103080632. THE
SENSITIVE AREA NOTICE NOTIFIES THE PUBLIC OF THE SENSITIVE AREAS ON THE SITE, BUT
IT IS NOT A DELINEATION OF SAID SENSITIVE AREAS. CONCURRENT WITH THIS SHORT
SUBDIVISION, CRITICAL AREAS HAVE BEEN IDENTIFIED AND DELINEATED. THE SENSITIVE
AREAS, AND REQUIRED BUFFERS AND SETBACKS, PER CITY OF RENTON MUNICIPAL CODE,
ARE SHOWN HEREON.
SIT£ BM/I
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ASPHALT
SE l /4, SW 1 /4 SECTION 34, -roWNSHIP 24 N, RANGE 5 E, W.M.
·'
CITY OF REN-rON, KING COUNTY, WASHINGTON
LEGAL
THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 24 NORTH, RANGE S EAST, W.M., IN
KING COUNTY, WASHINGTON, LYING SOUTHERLY OF S.E. MAY VALLEY ROAD (ALSO
KNOWN AS THOMAS ROWSE ROAD);
EXCEPT THE WEST l l O FEET IN WIDTH LYING NORTHERLY OF THE CENTERLINE OF MAY
CREEK.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TAX PARCEL #3424059072
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TAX PARCEL #3424059109
PLOTTED: 2013/03/07 14:32 EMALM
DRAWN: EMALM
DESIGNED:
APPROVED: MMAUGER
FIELD BOOK:
PAGE II:
M:\ACAD\SUllVEY\ 12\ 12196\ I 2 I 96X08.DWG
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DETENTION POND
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MAY VALLEY MEADOWS, LLC
TOPOGRAPHIC EXHIBIT
FOR
MAY VALLEY MEADOWS, LLC
GRAVEL
INTERSECTION
MAILBOX
MAPLE
GOLDSMITH SURVEY CONTROL POINT
ORDINARY HIGH WATER MARK
REBAR & CAP FOUND (AS NOTED)
RETAINING
SIGN
SANITARY SEWER MANHOLE
TWIN
TYPICAL
UTILTY POLE
WATER METER
WATER SPIGOT
WATER VALVE
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MAR 1 ti i'U/3
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JOB NO. 12196
SHEET
1/1
13815 SE MAY VALLEY ROAD, CITY OF RENTON KING COUNTY, WASHINGTON