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rr--EXISTING STI'<EETLIG~T
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PROJECT NOTES
STREET TREE FLANTlNG,
STREET TREE LOCATION IS AFFROXIMATE. ADJUST AS NEEDED DUE TO CONFLICTS
WIT<-I UTILITIES ANDIOR OT<-IER OBSTRUCTIONS ENCOUNTERED. ROOT BARRIER TO
BE INSTALLED ADJACENT TO ALL STREET TREES WIT<-IIN A MINIMUM DISTANCE OF !>'
FROM SEWER, WATER LINES' STORM LINES (SEE DETAIL <-IEREON) (TYF.J.
ST AKING NOTES,
RUBBER <-lOSE AT TREE, <-lOSE
S<-IALL BE LON<:; ENOUU<-l TO
ACCOMMODATE I YEARS GROWTH
AND PROTEC T TRUNK FROM
DAMAGE OR C<-IAFINU' ASSURE
FROTECTION OF BRANC<-IES,
3 <-IARDWOOD STAKES OR On·IER
AFFROVED MATERIAL, ALL STAKES
TO BE DRIVEN OUTSIDE THE
ROOTBALL, AT 120' SFACINU • INTO
UNDISTURBED SOIL A MIN. OF 6".
GALVANIZED WIRE OR CABLE, TWIST
WIRE TO TluHTEN ONLY ENOUU<-l TO
KEEF FROM SLIFFINU (ALLOW FOR
SOME TRUNK MOVEMENT).
MIN.
I In x ROOT BALL DIA.
._-----
• •• • •
----
~--
-----
'---150-'"
'--
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'-----FRUNE TREE AS DIRECTED IN
, FLANTINU NOTES.
~--FLANT TREE SO T<-IAT THE TRUNK
CROWN IS VISIBLE AT T<-IE TOF OF
THE ROOT BALL, SET TOF OF
ROOTBALL FLU5<-1 TO uRADE, DO
NOT COvER T<-IE TRUNK CROUN WiTH
SOIL.
r--MIN. 2" MULCH, DO NOT FLACE IN
CONTACT WiTH TRUNK.
,1"'"--4 IN. <-IIG<-I EARn-l SAUCER
AROUND ED6E OF FLANTINU FIT.
FINISH uRADE
..---REMOvE ALL TWINE, WIRE AND
BURLAF FROM TOF <-IALF OF
ROOTBALL, NON·BIODEGRADEBLE
MATERIAL SHALL BE REMOvED
COMFLETEL Y.
I,--jhr;;~~~~~",~ -rt--------TAMF TOPSOIL BACKFILL AROUND " ROOTBALL BASE FIRML Y WIT>-I
FOOT FRESSURE TO AVOID S<-IIFT
OF ROOTBALL.
1 x
----SOIL LAYER
----FLACE ROOTBA~L ON
TREE PLANTING DETAIL UNEXCAvATED SOIL FEDESTAL TO
FREVENT SETTL INU
NTS
-----
( , ,
CONCEPT
o
DETAILS
SCALE: 1 " 30'
o 15 30 60
~! I~!--~I
PLAN T SCH EDU LE
STREET TREES 7
, MAGNOLIA GRANDI FLORA 'VICTORIA' / SOUTHERN MAGNOLIA
STREET TREE QUALITY; 1.5" CAL. MIN,
I 0' REQUIRED ON,SITE LANDSCAPE AREA 3,719 SF
PURSUANT TO RMC 4,4-070
f"1
G'COUNDCOVERS
AP.cTOSTAPHYLOS UVA,URSI / KINNIKINNICK
4" POT @ 12" O,c.
t:!QIE.;,
INSTALL ROOT
BARRIER eon-l
SIDES OF FLANTER
STRIF AS
NECESSARY
2,312 SF
I. ROOT BARRIER TO BE UNIVERSAL BARRIER. MODEL UB 24-2. OR
AFFROVED EQUivALENT
2. INSTALL FRODUCT PER MANUFACTURER'S SPECIFICATIONS.
3. INSTALL FRODUCT A MINIMUM OF 1.!'>· BEYOND CENTER OF TREE IN EAC<-I
DIRECTION FARALLEL TO SIDEWALK/CURe.
4. ROOT BARIER TO BE INSTALLED FOR ALL TREES LOCATED Wln"'N
FLANTINU STRIPS.
ROOT BARRIER DETAIL
NTS
1 In x ROOTBALL DIA.
S~RUB PLANTING DETAIL
LEVEL CONDITION NTS
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 938
SHEET
P04
t:l
Z
OF
4
PROJECT NUMBER
L-__ --------------------------------------------------------------------------------------------------------------------------------------L-~~~·FIVED
APR 2 9 Z014
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NE IGJ.460RJ.400D MAF
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14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
....,,~DESIGN
ENGINEERING· PLANNING· SURVEYING
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8~1112 9001 47-89 ----
t SEC. 20 1 T. 23 N. t R. 5 E., W. M .
KING
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LEGAL DESCRIPTION:
PARCEL 1:
That portion of the H. K. Tobin Donation Land Clai. No. 37 l1i08 Southerly
and W •• terly of the Plat of Highland Addition to the Town of Ronton •••
p~r plat recorded 1n Volu .. 1 of Plat •• page 59. rocord. of K1n, CountYI
AND·~.at portion of the Morthwelt 1/4 of tho NOrthwe.t 1/4 of S.ction ZQ~·To,in.td.~ 23 Korth. R.onge 5 !a.t W.K •• lyinll 1I0rthorly of rUin Sound
.~~wer , L1ib~.~oapany'8 tran •• i •• ion risht of way and £Oat of Pri .. ry
~:.State High~ai No.1. d .. cr1b.d am follow.:
':': :1I.el!1nn1ns.~~~ tho intersection of the North 11ne of saiol Section 20.
"i'i:h·.th ... · Wost lin. of .dd plat. vllieh pOint is Horth 89'S9' 27" lI .. t
•• :.'. : '., 1,386,85 eeet frolll the North 114 corner of aaid aection; than ... South
• :.' . :{jL",z9'35" We.t alonB the lIest 11ne of .aid plat and .aid line producod
~ So~therly 97J.04 f •• t to the Northerly line of Puaat Sound Powor , Lilllt
Gpmpany'. tran •• l •• 10n rillht of vay; thence North 67'0:1'41" Weat ~71.66
•• ."feet to the Easterly.line of Prt .... ry State H11hway No.1;
:; thene .. Northtdy -al~rrg" U.i<j·H&hway to the North line of laid •• etiDn;
.' thence So .. tt. 89'59'27" !aat aUm·I·~aid North line 316.54 het to t~: .
.: • point .?("'eginntng; .. : ;;: .::. . . ' .• : .
.: • 5itU~{.i 4.", ~h. City .<If... .. ~~'!n. County oi' 4nl, Stato of W .. hbJ.i~n. .: ....
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_.... PARCI!:L 2: """" .. :. .:.-
.. .That ·~"..tloo·.o.f. the. H. H. Top.{'; Donation !d!nil Clot. 110. 3}' lyini 8outh.'rly
,'.' of the pIn of 1I1g'bralld-lI.l'IdttiQn to the To.1Ili of lonton,.: .. pu plat .,",'
:'.: recor4ed in VolUMe 1 of Plat •• P&I. 5', r.l!ord. of 1.1"'11 County, 4 •• e:rt .... 4
_:_ asfallowa: :" .:: .::
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Be8~n.d1na "t • point ·.dn the NQ~th 1,,,.' of .. "tt!"': 20. Tow.hi, •. i) lIouh •
Ranse 5 Ealt W.M., ihich is North S"S9'17" Woo~ 1.366.15 f •• ~·fr~ the o 1~' ... ,---<'.",
--. --''1'
.. ..... North' '.1/ ft. ~q~"..r' tbereof; •• :. • .:. . : ' ••
thwca So~ttL 01'29'35" W'!~LJI),fln';' tho <;can_tetJ:ino ofC.d ..... $t""' .... M·l.J\~--------!----~--·-------
.:. T.et to tho South 11n. of .aid. plat, anel (bl true poiDt .riI.' bolinninal
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'q J:~ ' .. ' MOr]l.)mMt~ .. A'5 'fjhG?~'} HOf1:Jon.
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':'. thenca South 88~l]1 25" e..t lJ.ll.14 f.et .1>0 tb. Won li"'-of blltm
.. "'S"t-"'."; __ 1--' --::.-_ "." 0".· :-.
thence Bouth 9i,'Z4'ZI" Wo-,'491,98 fHi: alona .. 1d lian Una and Wost
lin. produ"~~Sputh.rly ~o tho Northerly lin. of fui-t Sounel Pov.r
& Light Coropany·l;' ;eran,dli"ion r1-&ht of w.YI .•.•
thence North 67'OJ'4f" Weot a10J:!( .. id dlbe ol .... y 355.51 feeti
thence North 01'2")5" IAlt 3tI·.)2 f .. t to •• ;";int coincidant with
the South line of .a14 plat and·tho Woot line of Codar Str •• t;
thence South 88'3J'ZS" Eaat 20.00 i_.e: -t'l..:rho true point of belinninlli .." '
Situate in the City of .. nton. County of 11nl. State of walh1ncton.
LEGEND:
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Set ~Ixlr f Cap wJ 5teeJ Ferce lbot f Alum. Marker
5et Bra~~ Brad wj 'Shiner In ~ Plug
Fourd rJebor i Cap
FOund I'/:;." Iro'" Pipc wJ Tack
Found Tack In L=ld
FOl.lnd1bck f 6hliler
round 5tafl-f {light·Of·Way MonumenT
Fence
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----------------------------------------------------~----~'-.--~----~--~.~.~----7..~.'--~ .. ----~.~ .. ,'
& Associate-s-, -I:-n-c'--S-U-RV-E-Y-O-R-'-S--'~-~-R-T!FICATE RE CO RD SURVEy···· ...... REGbRDE R i·k CER:TIF·I·C·A·=r.E·::~//i.2900j~~·
Filed ~·~·r·:.,:cord this ·:;~··d·ay··~~:··· .. -11>:; '19.di~~;·····
L-____ .. ___ ._o __ ._ ... _. __ •. _________ _
II(lrton Dermis
Consulting Engineers
SEATTLE, WASHINGTON
Checked By: hft Scale J"~ 100' S heel of
Thi5 map correctly represents a survey mode by me
or under my direction In conformGnce with the
requirements of the Survey Recordinq Act ot the
request of Lyman k.. Lokken
in Julf:j , '9 86 ..
g~a,!}h-~?
._ .... __________ Certificote No. /°'2/57,,:-:--.... /"
for
TRANSAMERICA
DEVELOPMENT COMPANY
1<:'...:~~/fM··(~: Sook --..!IL.o,t:-~'u·rveys. ~i page 49
at the request of ':~~~~O'N'-~~NNIS s.:·iS·SOCIATE~J·.inc.
DIVISION OF RECORDS a EL EC TlOJIIS
ELLEN HANSEN J.~};!ES §..:'. WEEKS
Superintendeni of Records.: Manager
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FOUND NAIL IN 4"
CONCRETE MON.
0.02' SOUTH Of LINE
0.03' EAST OF
CENTERLINE
DOWN 0,7' IN CASE
FOUND TACK IN LEAD
\11TH WASHER
0.06' NORTH AND
13' EAST OF PROPERTY CORNER
'_.
"
17
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In
N
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fOUND NORTH QUARTER CORNER
CITY Of RENTON
CONTROL POINT NO. 415
1 1/2" BRASS DISK
IN 4" CONCRETE MONUMENT
DOWN 0.7' IN CASE
FOUND 4" CONCRETE POST
1.56' WEST OF PROPERTY CORNER
AND 0.04' SOUTH OF
OLD R-O-W LINE EXTENDED
1-405 CENTERLINE
~~~N~~s~cR~~ ~~ ~~~~~~E S~TION
QUARTER CORNER OF SECTION 20. ST
NW 1 4. NW 1 4 SEC.20 TWP.23 N. RGE 5 E WM
LEGEND
Q FIRE HYDRANT
374+23.68 REF. 7/ '\ }
86'01'38" 1----REf, 7
372+62.22 PT REf. 77
EB WATER METER
-~ WATER VALVE
18 19
FOUND SECTION CORNER
3" BRASS DISK
IN 3" CONC. MONUMENT
DOWN 0.7' IN CASE
SCALE: 1 " 40'
o 20 40 80
~! ~I ~I_ ..... I
t8J TELEPHONE RISER
EI JUNCTION BOX
l:::;] TELEVISION RISER
~ DATA POINT / TEST PIT
[f;ffi]1 MAIL BOX
• 0-STIREET LIGHT
fLl'{ Q TYPE 2 CATCH BASIN
M
C
P
A
CW
DEC
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
TREE TYPE
MAPLE
CEDAR
PINE
ALDER
conaN WOOD
DECIDOUS
HIGH COAL MINE HAZARD
LOW COAL MINE HAZARD
DATUM: NAYD 1988
BASIS OF BEARINGS
N89'59'25"W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF
SECTION 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE
FOUND SECTION CORNER PER RECORD OF SURVEY RECORDED UNDER
RECORDING NUMBER 2000101012900001.
BENCHMARK
CITY OF RENTON BENCHMARK NUMBER 418 BRASS PIN IN CONCRETE
MONUMENT LOCATED AT THE INTERSECTION OF SOUTH 7TH STIREET
AND RENTON AVENUE SOUTH.
ELEVATION 305.80 (93.210M)
REFERENCES
1. RECORD OF SURVEY RECORDED IN BOOK 47 OF SURVEYS, PAGE 89 UNDER KING COUNTY
RECORDING NO. 8511129001.
2. RECORD OF SURVEY RECORDED IN BOOK 97 OF SURVEYS, PAGE(S) 79-79A UNDER KING
COUNTY RECORDING NO. 9403039004.
3, RECORD OF SURVEY RECORDED IN BOOK 140 OF SURVEYS, PAGE 254 UNDER KING
COUNTY RECORDING NO. 200010012900001.
4, THE PLAT OF HIGHLAND ADDITION TO THE TOWN OF RENTON, VOLUME 17 OF PLATS, PAGE
32, KING COUNTY, WASHINGTON.
5. WASHINGTON STATE DEPARTIMENT OF TIRANSPORTAION SR 405, JCT. S.S.H. NO.2-M TO
JCT. P.S.H. NO.2 IN RENTON, KING COUNTY, SHEETS 4 AND 5, DATED SEPT. 10, 1957.
6. SHORT PLAT RECORDED IN BOOK 138, PAGE 67, UNDER KING COUNTY RECORDING NO.
20000605900013.
7. RECORD OF SURVEY RECORDED IN BOOK 190 OF SURVEYS, PAGES 282-295 UNDER KING
COUNTY RECORDING NO. 20050728900039.
8. WASHINGTON· STATE DEPARTIMENT OF TIRANSPORTATION RIGHT OF WAY AND LIMITED
ACCESS PLAN FOR SR 405, SR 515 VICINITY TO S. 6TH STIREET VICINITY, SHEETS 6 AND 7,
DATED MAY 24, 2007
RESTRICTIONS
1. THIS SITE IS SUBJECT TO RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL
EASEMENTS FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS AND
REGRESS TO, FROM AND BETWEEN SAID LAND AND THE HIGHWAY OR HIGHWAYS TO BE
CONSTIRUCTED ON LANDS CONVEYED BY DEED RECORDED JULY 23, 1958 UNDER KING COUNTY
RECORDING NO. 4924770
2. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN AGREEMENT FOR A COMMON
EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS DISCLOSED BY INSTIRUMENT RECORDED
OCTOBER 23, 1979 UNDER KING COUNTY RECORDING NO. 7910230907.
3. THIS SITE IS SUBJECT TO MAmRS SET FORTH BY SURVEY RECORDED NOVEMBER 12, 1985
UNDER KING COUNTY RECORDING NO, 8511129001.
4. THIS SITE IS SUBJECT TO RESERVATIONS, EASEMENTS, COVENANTS, CONDITIONS, AND OTHER
MAmRS CONTAINED IN DEED FROM THE STATE OF WASHINGTON AS DISCLOSED BY INSTIRUMENT
RECORDED AUGUST 2, 2011 UNDER KING COUNTY RECORDING NO. 20110802000538.
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, AND IS
DESCRIBED AS FOLLOWS:
THAT PORTION OF THE BELOW-DESCRIBED PARCEL'A"DESCRIBED AS FOLLOWS:
BEGINNING AT A POIN·'-()PPQsllE·HIGHWAY. ENGINEERS STATION (HEREINAFTER REFERRED TO AS HES) 369+17+/-ON
THE SR 405 UNE SURVEY Of SR 405, SR 515 VIC. TO S. 6TH ST. VIC. AND 512.01 FtET EASTERLY THEREFROM, SAID
POINT BEING ON THE EASTERLY BOUNDARY OF SAID PARCEL "N; THENCE WESTERLY TO A POINT OPPOSITE HES
366+50.32 ON SAID LINE SURVEY AND 221.15 FEET
EASTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 369+13.54 ON SAID LINE SURVEY AND 220.06
FEET
EASTERLY THEREFROM; THENCE NORTHERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS Of 2103.46 FEET AND AN
ARC DISTANCE OF 563.97 FEET TO A POINT OPPOSITE HES 374+37.72 ON SAID LINE SURVEY AND 202.34 FEET
EASTERLY THEREFROM AND THE NORTHERLY LINE OF SAID SECTION 20; THENCE EASTERLY ALONG SAID NORTHERLY LINE
TO A POINT OPPOSITE HES 374+54.56 AND 445.03 FEET EASTERLY THEREFROM, SAID POINT BEING ON THE WESTERLY
LINE OF CEDAR AVENUE SOUTH; THENCE SOUTHERLY ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING.
PARCEL "A"
THAT PORTION OF THE HENRY H. TOBIN DONATION LAND CLAIM NO. 37, IN SECTION 20, TOWNSHIP 23 NORTH, RANGE 5
EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY AND WESTERLY OF THE PLAT OF HIGHLAND ADDITION TO
THE TOWN OF RENTON AND THE WEST LINE THEREOf EXTENDED SOUTH, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 17 Of PLATS, ON PAGE 32, IN KING COUNTY, WASHINGTON; AND THAT PORTION OF THE NORTHWEST QUARTER
OF THE NORTHWEST QUARTER (GOVERNMENT LOT 1) OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .. IN KING
COUNTY, WASHINGTON, L'!1NG NORTHERLY OF PUGET SOUND POWER AND LIGHT COMPANYS TRANSMISSION RIGHT-Of-WAY
AND EAST OF PRIMARY STATE HIGHWAY NO.1 (SR 405), DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SECTION 20, \11TH THE WEST LINE OF SAID PLAT, IIHlCH
POINT IS NORTH 69'5927'WEST 1,366.65 FEET FROM THE NORTH QUARTER CORNER OF SAID SECTION; THENCE SOUTH
Or29'35'WEST ALONG THE WEST LINE Of SAID PLAT AND SAID LINE PRODUCED SOUTHERLY 973.04 FEET TO THE
NORTHERLY LINE OF PUGET SOUND POWER AND LIGHT COMPANYS TRANSMISSION RIGHT-Of-WAY; THENCE NORTH
67'03'41 "WEST 471.66 FEET TO THE EASTERLY LINE OF PRIMARY STATE HIGHWAY NO.1; THENCE NORTHERLY ALONG SAID
HIGHWAY TO THE NORTH LINE Of SAID SECTION; THENCE SOUTH 69"5927" EAST ALONG SAID NORTH LINE 316.54 FEET TO
THE POINT Of BEGINNING.
THE SPECIFlC DETAILS CONCERNING ALL Of THE ABOVE LEGAL DESCRIPTIONS ARE TO BE FOUND ON SHEETS 6 AND 7 Of
THAT CERTAIN PLAN ENTITLED SR 405, SR 515 VIC. TO S. 6TH ST. VIC., NOW OF RECORD AND ON FlLE IN THE OFFlCE
OF THE WASHINGTON SECRETARY Of TRANSPORTATION AT OLYMPIA, WASHINGTON AND BEARING A DATE OF APPROVAL
OF MAY 24, 2007.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
NOTES
1. ALL TIRE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTIRACTED FROM FIDELITY
NATIONAL TIRE INSURANCE COMPANY TIRE POLICY NO.
WA-FBMC-IMP-27WAG14-1-14-20368801, DATED MARCH 7, 2014. IN PREPARING THIS MAP,
CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TIRE SEARCH NOR IS CORE DESIGN, INC.
AWARE OF ANY TIRE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN
ON THE MAP.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON APRIL
8, 2005. ALL SURVEY CON TIROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN
APRIL, 2005.
3. PROPERTY AREA ~ 160,943± SQUARE FEET (3,6947± ACRES).
4. ALL DISTANCES ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTIRONIC TOTAL
STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE
CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TIRAVERSE MET OR
EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL DISTANCE MEASURING INSTRUMENTS
AND EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO THE MANUFACTURER'S
SPECIFICATIONS ~THIN ONE YEAR OF THE DATE OF THIS SURVEY.
6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES ~TH
EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON.
UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND
CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY
CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY
HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE
ACCURACY OF PUBLIC RECORDS.
7. A PORTION OF THE CONTOUR INFORMATION SHOWN HEREON (DASHED) IS BASED ON FIELD
SURVEY AS PROVIDED BY CH2M HILL IN NOVEMBER 2009. CORE DESIGN ASSUMES NO LIABILITY
FOR THE ACCURACY OF INFORMATION PROVIDED BY CH2M HILL. RECEIVED
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04139M
CITY OF RENTON SHORT PLAT
LUA14-000568-SHPL-A
LND~20-0602
OWNER'S CERTIFICATION AND DECLARATION
KNOW i\LL PERSONS BY THESE PRESE~TS THAT THE UNDERSIGNED CORPORATION.
WHICH IS THE OWNER OF THE LAND HEREIN DESCRIBED. HEREBY (1) MAKES A SHORT
SUBDIVISION THEREOF, (2) CERTlF1ES AND DECLARES THAT THIS SHORT PLAT IS THE
gRAPHIC,REPRESENTATION OF SAME AND THAT THIS SHORT SUBDiViSION IS MADE WITH
THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER. (3) GRANTS.
DECLARES. AND CERTIFIES THE EASEMENTS HEREIN DESCRIBED AS BEING GRANTED OR
DECLARED. (4) GRANTS AND CONVEYS TRACT A AS DESCRIBED HEREIN. AND (5)
DELEGATES MAINTENANCE OBLIGATIONS AS DESCRIBED HEREIN.
IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEAL(S).
MERLINO LAND DEVELOPMENT CO .• INC .•
A WASHINGTON CORPORATION
STATE OF WASHINGTON )
)SS
COUNTY OF KING )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT DONALD J. MERLINO IS THE
PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOVltEDGED THAT HE SIGNED THIS
INSTRUMENT. ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOVltEDGED IT AS THE VICE-PRESIDENT OF MERLINO LAND DEVELOPMENT CO .• INC .• A
WASHINGTON CORPO~ATlON. TO BE THE FREE AND VOLUNTARY ACT OF SUCH CORPORATION FOR
THE USES AN PURPOSES MENTIONED IN THE INSTRUMENT.
o ..--L-.Jf--a"-~ 2017.
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PRINTED NAME: ("tJ.. q V n I • .Jilt
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MY APPOINTMENT ~XPIRES (YJ~~" Zg I 20 20
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CITY OF RENTON APPROVALS
"DEPARTMENT OF ASSESSMENTS
. 'EXAMINED AND APPROVED THIS ~'fJhdAY OF ~b(vo.('./ . 2017
, J :rona Wi L$ Of)
• ASSESSOR
CONFORMED COPY
20170301900008
CITY OF RENTON SPM 172.00
PAGE-001 OF 004
03/01/2017 15:43
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MANAGER. SUPT. OF RECORDS
A PORTION OF THE NW 1/4, OF· THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LEGAL DESJJRlPTION OF THE. PROPERTY HEREIN. S110RT PLArrED
THAT PORTION OF THE BELOW-DESCRIBED PARCEL "A" DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFllER REFERRED TO AS HES) 369+17± .oN THE SR 405 LINE SURVEY OF
SR 405. SR 515 VIC. TD S. 6TH ST. VIC. AND 512.01 FEET EASTERLY THEREFROM, SAID POINT BEING ON THE EASTERLY BDUNDARY .oF SAID
PARCEL "A': THENCE WESTERLY TO A POINT DPPDSITE HES 368+50.32 ON SAID LINE SURVEY AND 221.15 FEET EASTERLY THEREFROM; THENCE
NORTHERLY TD A POINT OPPOSITE HES 369+13.54 ON SAID LINE SURVEY AND 220.06 FEET EASTERLY THEREFROM; THENCE NORTHERLY ALONG A
CURVE TO THE LEFT HAVING A RADIUS OF 2103.46 FEET AND AN ARC DISTANCE OF 563.97 FEET TO A POINT OPPDSITE HES 374+37.72 ON SAID
LINE SURVEY AND 202.34 FEET EASTERLY THEREFROM AND THE NORTHERLY LINE OF SAID SECTION 20; THENCE EASTERLY ALONG SAID NORTHERLY
LINE TO A PDINT OPPDSITE HES 374+54.58 AND 445.03 FEET EASTERLY THEREFRDM. SAID POINT BEING ON THE WESTERLY LINE OF. CEDAR AVENUE
SOUTH; THENCE SOUTHERLY ALONG SAID WESTERLY LINE' TO THE POINT OF BEGINNING.
PARCEL "A"
THAT PORTION OF THE HENRY H. TOBIN DONATION LAND CLAIM NO. 37. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M. LYING SOUTHERLY AND
WESTERLY OF THE PLAT OF HIGHLAND. ADDITION TO THE TOWN OF RENTON. ACCDRDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS.
PAGE 32. IN KING COUNTY, WASHINGTON; AND THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER (GOVERNMENT LOT 1) OF
SECTION 20. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M,. IN KING COUNTY. WASHINGTON. LYING NORTHERLY OF PUGET SOUND POWER AND LIGHT
COMPANy'S TRANSMISSION RIGHT--OF-WAY AND EAST OF PRIMARY STATE HIGHWAY NO.1, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTlON OF THE NORm LINE OF SAID SECTION 20. WITH THE WEST LINE OF SAID PLAT. WHICH P.oINT IS N.oRTH
89'59'27" WEST 1.386.85 FEET FROM THE NDRTH QUARTER CORNER OF SAID SECTl.oN; THENCE SOUTH 01'29'35" WEST ALONG THE WEST
LINE OF SAID PLAT AND SAID LINE PRODUCED SOUTHERLY 973.04 FEET TO THE NORTHERLY LINE OF PUGET SQUND POWER AND LIGHT
C.oMPANy'S TRANSMISSION RIGHT~OF-WAY; THENCE NORTH 67'03'41" WEST 471.66 FEET T.o THE EASTERLY LINE OF PRIMARY STATE
HIGHWAY ND. 1; THENCE NORTHERLY ALONG SAID HIGHWAY TO THE NORTH LINE OF SAID SECTI.oN; THENCE SOUTH 89'59'27" EAST
ALONG SAID NORTH LINE 316.54 FEET TO THE POINT OF BEGINNING.
THE SPECIFIC DETAILS CONCERNING ALL OF THE ABOVE LEGAL DESCRIPTIONS ARE TO BE FOUND ON SHEETS 6 AND 7 OF THAT CERTAIN PLAN
ENTlTlLED SR 405. SR 515 ViC. TO S. 6TH ST. VIC •• NOW OF RECORD AND ON FILE IN THE OFFICE OF THE WASHINGT.oN SECRETARY .oF
TRANSPORTATlON AT OLYMPIA. WASHINGTON AND BEARING A DATE OF APPROVAL OF MAY 24, 2007.
(ALS.o KN.oWN AS "PARCEL x" OF THAT CERTAIN DECLARATION OF LOT COMBINATION APPR.oVED BY THE CITY OF RENTON DEPARTMENT OF
COMMUNITY AND ECONOMIC DEVELOPMENT UNDER PROJECT FILE NO. LUA-14-000568 AND RECORDED UNDER KING CDUNTY REC.oRDING ND.
20141114001240.) .
SITUATE IN THE CITY OF RENTON, COUNTY OF KING. STATE OF WASHINGTON.
1. THIS SITE IS SUB.JECT TO RELINQUISHMENT OF ALL EXISTlNG. FUTURE. OR POTENTIAL EASEMENTS F.oR ACCESS, LIGHT. VIEW, AND AIR. AND
ALL RIGHTS OF INGRESS. EGRESS. AND REGRESS TO. FROM. AND BETWEEN SAID LAND AND THE HIGHWAY OR HIGHWAYS TO BE C.oNSTRUCTED ON
LANDS CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 4924770.
2. THE P.oRTlON OF TRACT A HEREOF THAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED 'INGRESS, EGRESS AND UTILITIES
EASEMENT REC. NO. 7910230907" IS SUBJECT TO THE TlERMS AND CONDITIONS OF AN EASEMENT FOR INGRESS. EGRESS, AND UTlLlTIES AS
DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7910230907.
3. THE P.oRTIONS OF TRACT A HEREOF THAT ARE DEPICTED .oN SHEET 3 OF 4 HEREOF AND LABELED (1) "20' PERPETUAL INGRESS AND
EGRESS EASEMENT RESERVED BY WSD.oT PER DEED REC. NO, 2011 08.020.00538" AND (2) "80-FODT EASEMENT RESERVED BY WSD.oT FOR
PLACEMENT OF SOIL NAILS AND FOR INGRESS AND EGRESS EAS.EMENT PER DEED RECORDING NUMBER 20110802000538" ARE SUBJECT TO
CERTAIN OF THE RESERVATl.oNS. EASEMENTS. COVENANTS. CONDITIONS. AND OTHER MAnERS AS DISCLOSED BY INSTRUMENT RECORDED UNDER
RECORDING NUMBER 20110802q00538.
4. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A D~CLARATION OF LOT COMBINATION AS DISCLOSED BY INSTRUMENT REC.oRDED
UNDER RECORDING NUMBER 2.0141114001240.
5. THE P.oRTl.oN Of TRACT A HEREOF THAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED "APPROXIMATE L.oCA TlON Of It
RELOCATED TERMINA~LE INGRESS AND' EGRESS EASEMENT RECORDED UNDER RECORDING ND. 20150630000721" IS SUBJECT TO THEllERMS AND
CONDITIONS OF A TERMINABLE EASEMENT FOR INGRESS AND EGRESS TO WSDOT RECORDED UNDER RECORDING NUMBER 20150630000721,
SUBJECT TO ALLTF;RMS AND CONDITIONS TO ALL.oW THE TERMINATl.oN .oF THE EASEMENT AS STATED IN THAT CERTAIN QUITCLAIM DEED
RECORDED UNDER RECORDING NUMBER 20110802000538. EXCEPT AS .oTHERWISE PROVIDED IN INSTRUMENT REC.oRDED UNDER RECORDING NUMBER
2015.063.00.0.0721. (SAID TERMINABLE EASEMENT IS A SUBSTITUTE F.oR THAT TERMINABLE, NONEXCLUSIVE EASEMENT FOR INGRESS AND EGRESS
SET FORTH IN THAT CERTAIN QUITCLAIM DEED RECORDED UNDER RECORDING NUMBER 20110802000538.)
6. THIS SITE IS SUBJECT T.o THE TERMS AND CONDITIONS .oF AN EASEMENT FDR UTILITY SYSTEMS FACILITIES (WITH ND UTILITY POLES OR
OVERHEAD WIRES PERMITTED WITHIN THE "EASEMENT AREA" DEFINED THEREIN) GRANTED TO PUGET SOUND ENERGY. INC. AS DISCLOSED BY
INSTRUMENT RECORDED UNDER REC.oRDING NUMBER 20160128000867. WITH THE PERMITTED LOCATION OF SUCH FACILITIES LIMITED TO THE
"EASEMENT AREA" DEFINED THEREIN.
REFERENC&S
1. RECORD .oF SURVEY RECORDED IN BD.oK 47 OF SURVEYS. PAGE 89 UNDER KING COUNTY RECORDING ND. 85111290.01.
2. RECORD .oF SURVEY RECORDED IN BOOK 97 OF SURVEYS. PAGE(S) 79-79A UNDER KING CDUNTY RECORDING ND. 9403039.004.
3. RECORD OF SURVEY RECORDED IN B.o.oK 140 OF SURVEYS. PAGE 254 UNDER KING CDUNTY RECORDING NO. 200.010.01290.0001.
4. THE PLAT OF HIGHLAND ADDITI.oN TO THE TOWN .oF RENTON. VOLUME 17 OF PLATS, PAGE 32, KING COUNTY. WASHINGTON •
5. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SR 405. JCT. S.S.H. NO.2-M TO JCT. P.S.H. NO.2 IN RENTON. KING COUNTY,
SHEETS 4 AND 5, DATED SEPT. 10, 1957 .
6. SHORT PLAT RECORDED IN BOOK 138, PAGE 67, UNDER KING COUNTY RECORDING NO. 20000605900013.
7. RECORD OF SURVEY RECORDED IN BOOK 190 OF SURVEYS, PAGES 282-295 UNDER KING COUNTY REC.oRDING NO. 20050728900039.
8. WASHINGTON STATE DEPARTMENT OF TRANSPORTATl.oN RIGHT OF WAY AND LIMITED ACCESS PLAN FOR SR 405, SR 515 ViCINITY TO S. 6TH
STREET VICINITY, SHEETS 6 AND 7. DATED MAY 24, 20.07
LAND SURVEYOR'S CERTIFICATE
TlHIS SHORT PLAT CORRECTlY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE APPROPRIATE STATE STATUTES AND RENTON
CODE PROVISIONS IN .................................................. 2017.
/ ... ~
~O. ~DESJGN
BAfUS OF BEAE[NGS
LUA 14-000568-SHPL.c..A
LND-20-0602
N89'59'25"W AL.oNG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTl.oN 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE
FOUND SECTION CORNER PER RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 2.0.00101012900001.
HO&OINERS ASSOCIATION
THE CEDAR HIGHLANDS HOME.oWNERS ASSOCIATION, A WASHINGTON NONPROFIT C.oRPORATI.oN. WAS ESTABLISHED WITH THE OFFlCE OF THE
WASHINGTON SECRETARY OF STATE'S CORPORATIONS AND CHARITlES DIVISION EFFECTIVE JUNE 3. 2016.
DEJJLARA'l'ION OF. COVENANTS. CONDITIONS. EASEMENTS AND RESTRICTIONS
ALL L.oTS IN THIS SH.oRT SUBDIVISION PLUS TRACT A ARE SUBJECT TO THAT CERTAIN "DECLARATION OF COVENANTS, C.oNDITlONS. EASEMENTS
AND RESTRICTIoNS FOR THE MERLINO SHORT PLAT" RECORDED UNDER KING COUNTY RECORDING NUMBER _____ ~~_~_
TRACT A NOTE
TRACT A. WHICH IS PRIMARILY AN .oPEN SPACE TRACT. ENCOMPASSES
(1) RELATlVf:LY LARGE AREAS OF STEEP SLOPES (NEARLY ALL OF WHICH ARE CATEGORIZED AS 'PR.oTECTED SLOPES" UNDER
CURRENTLY APPLICABLE CITY OF RENTON REGULATIONS);
(2) STORM DRAINAGE CONVEYANCE ELEMENTS (INCLUDING PIPE SEGMENTS AND SEGMENTS OF RDCK--L1NED AND GRASS-LINED DITCHES
AND APPURTENANCES) THAT TOGETHER RECEIVE AND C.oNVEY DISCHARGE WATER FROM (A) THE DISCHARGE PIPES .oF THE STORM
WATER DETENTI.oN VAULT (A DtTENTION VAULT THAT HAS BEEN CONSTRUCTED BENEATH THE CEDAR AVENUE CUL-DE-SAC TO
PROV1DE STORMWA TER DETENTlON FOR BOTH THIS SH.oRT SUBDI.V1SION DEVELOPMENT AND A P.oRTlQN OF ABUTTING CEDAR
AVENUE) TO (B) A CONNECTION WITH AN UNDERGROUND STORM WATER PIPE AT A POINT ALONG TRACT A'S WEST BOUNDARY
ABUTTING THE INTERSTATE 405 RIGHT-OF-WAY (SEE SHEET 4 OF 4 HEREOF FOR APPROXIMATE LOCATIONS);
(3) AREAS SUBJECT TO THREE EXISTING EASEMENTS IN FAVOR OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (THE
APPR.oXIMATE LDCATlONS OF WHICH AREAS ARE DEPICTED ON SHEET 3 OF 4 HEREOF); AND
(4) AN EXISTING INGRESS, EGRESS. AND UTILITIES EASEMENT THAT BENEFITS CERTAIN PROPERTY T.o THE NORTH .oF TRACT A (THE
APPR.oXIMA TE LOCATION OF THAT EASEMENT IS DEPICTED ON SHEET 3 .oF 4 HEREOF).
THE APPROXIMATE LOCATIONS WITHIN TRACT A OF (1) THE TWO 'PROTECTED SLOPE' AREAS AND (2) THE ABOVE-NOTED DRAINAGE CONVEYANCE
PIPES, DRAINAGE DITCH C.oNVEYANCE ELEMENTS. AND A TYPE 2 CATCH BASIN WITH A DEBRIS CAGE ON TOP LOCA lED NEAR TRACT A'S COMMON
BOUNDARY WITH THE 1-405 RIGHT-OF-WAY ARE DEPICTED ON SHEET 4 OF 4 HEREOF.
SHEET 3 OF 4 HEREOf' DEPICTS THE APPROXIMATE LOCATION OF A WOOD SPLIT-RAIL FENCE IN THE S.oUTHEAST PORTION OF TRACT A. THAT
FENCE IS LOCATED AT OR NORTH OF THE NORTH EDGE OF A CITY OF RENTON-REQUIRED 75-FOOT-WiDE STREAM BUFFER THAT EXTENDS
PARTLY INT.o TRACT A FROM A CLASS 3 STREAM L YlNG WITHIN A PARCEL OF LAND TO THE SOUTH OF TRACT A (A PARCEL THAT IS OWNED BY
THE STATE OF WASHINGTON). AS PART OF MITIGATION MEASURE 7 OF THE CITYS SEPTEMBER 19, 2014 ADMINISTRATIVE SHDRT PLAT APPROVAL
DECISION FOR THIS SHORT PLAT, THE CITY OF RENTON REQUIRES THAT THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION MAINTAIN THIS FENCE.
CONVEYANCE. OF TRACT A TO THE HOMEOWNERS ASSOCIATION
MERLINO LANDD~VELOPMENT CO., INC., A WASHINGTON CORPORATION, HEREBY (1) CONVEYS AND QUITCLAIMS TRACT A TO THE CEDAR
HIGHLANDS HOMEOWNERS ASSOCIATION. A WASHINGT.oN NONPROFIT CORP.oRATION. SUBJECT TO THE VARIOUS EASEMENTS WITHIN TRACT A THAT
ARE SET FORTH ON 11':IS SHORT PLAT AND SUBJECT TO ALL PRE-EXISTlNG EASEMENTS AND ENCUMBRANCES .oF RECORD AND (2) DELIEGATES TD
SAID HOMEOWNERS ASSOCiATION ALL OBLIGATIONS FOR THE MAINlENANCE OF TRACT A.
NAME OF THIS SHORT PLAT USED DURING THE CITY OF RENTON'S PREIJMINARY SHORT
PLAT ·REVIU PROCESS
NOTE THAT DURING THE CITY OF RENTON'S ADMINISTRA TlVE REVI.EW OF THE PRELIMINARY VERSION OF THIS SHORT PLAT UNDER CITY OF RENTON
FILE NO. LUA14-000568-SHPL -A. THIS SHORT WAS REFERRED TO AS THE 'MERLINO SHORT PLAT. " CIVIL C.oNSTRUCTION DRAWINGS FOR THIS
SHORT PLAT'S INFRASTHUCTURE IMPR.oVEMENTS ARE AL$O ON FILE WITH THE CITY UNDER THE NAME "MERLINO SHORT PLAT."
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963 DWN. BY
RDW
VICINITY MAP
)'! = 1400':1: AT FULL SIZE
CEDAR HIGHLANDS
SHORT PLAT
DATE
12/19/2016
JOB NO.
04139M
.. , ... ~~~.~~~ .. q!.-.Y!~ .. ~.~~· .. f:~·.~: ............... .. ENGINEERING· PLANNING· SURVEYING CHKD. BY SCALE SHEET
CERTIFICATE NO. .. .... H.qR~. OF 4
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
LUA 14-000568-SHPL - A
LND-20-0602
CITY OF RENTON, KING COUNTY, WASHINGTON
NATIVE . G~OWTH PROTECTION EASEMENT
mE 'TWO AREAS OF TRACT A DEPICTED AS "PROTECTED SLOPE" AREAS ON SHEET 4 OF 4 HEREIN ARE EACH HEREBY DECLARED TO BE A
NAllVE GROWTH PROTECTION EASEMENT (,'NGPE"), SUBJECT TO mE EASEMENTS DEPICTED ON OR omERWlSE REFERRED TO ON mls SHORT PLAT.
mE PURPOSE'OF mE NGPE SHALL BE FOR PRESERVING NATIVE VEGETATION FOR mE CONTROL OF SURFACE WATER AND EROSION,
MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. SUBJECT TO mE
EASEMENTS DEPfCTED ON OR OTHERWISE REFERRED TO ON mls SHORT PLAT, THE NGPE RESTRICTING EACH OF THOSE TWO AREAS PROHIBITS
ALL PRESENT AND FUTURE OWNER(S) OF TRACT A FROM DISTURBING ANY TREES AND OTHER VEGETATION WITHIN THE NGPE UNLESS DONE
PURSUANT TO THE EXPRESS WRITTEN PERMISSION OF THE CITY OF RENTON AS PART OF AN ENHANCEMENT PROGRAM. mlS PROHIBITION SHALL
BE ENFORCEABLE BY THE CITY OF RENTON. EXCEPT AS PROVIDED FOR ABOVE, NEITHER THE OWNER(S) OF TRACT A NOR THE OWNERS OF ANY
OF THE LOTS CREATED BY mlS SHORT SUBDIVISION MAY CUT, PRUNE, COVER Wlm FILL, REMOVE, OR DAMAGE THE VEGETATION WITHIN THE
NGPE OR INSTAll NEW VEGETATION WITHIN IT. A RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES, AND
EMPLOYEES OF THE OWNER(S) OR :SUBSEQUENT OWNER(S) OF THE PROPERTY UNDERLYING EACH NGPE.
PRIVATE DRAINAGE EASEMENTS AND MAINTENANCE OF THE DRAINAGE IMPROVEMENTS LYING WITHIN T1WI
NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF UNDERGROUND STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER,
UNDER, ALONG, AND ACROSS THE 10.00-FOOT-WIDE PORTIONS OF LOTS 2, 3, AND 4 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." THESE
EASEMENTS SHALL RUN WITH THE LAND, BURDENING THOSE PORTIONS OF LOTS 2, 3, AND 4 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE
THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS I, 2, 3, AND 4 (AND INURE TO THE BENEfIT OF
THE OWNERS OF EACH OF mOSE FOUR LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS).
NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER, UNDER, ALONG,
AND ACROSS mE 1O.00 ..... FOOT-WIDE PORTIONS OF LOTS 6 AND 7 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." THESE EASEMENTS SHAll RUN
WI.TH THE LAND, BURDENING THOSE PORTIONS OF LOTS 6 AND 7 (AND SHALL BE BINDING UPON THE RESPECTIVE OVINERS OF EACH OF THOSE TWO LOTS AND THEIR
. RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS 5, 6, AND 7 (AND INURE TO THE BENEFIT OF RESPECTIVE OWNERS OF
. EACH OF THOSE mREE LOTS AND THEIR ~ESPECTIVE PERSONAL REPRESENTA liVES, HEIRS, SUCCESSORS, AND ASSIGNS).
THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION SHALL HAVE A PERPETUAL RIGHT AND DUTY TO MAINTAIN AND REPAIR THE STORM DRAIN PIPES AND APPURTENANCES
LOCATED IN THE ABOVE-STATED PRIVATE DRAINAGE EASEMENTS THAT BURDEN PORTIONS OF LOTS 2, 3, AND 4 AND PORTIONS OF LOTS 6 AND 7.
STORllWATER' RUNOFF FLOW CONTROL BMP REQUIREMEN'l'S FOR EACH W.T
The stormwater detention and water quolity vault thot has been constructed beneath the cul-de-sac at the south
end of Cedar Avenue to serve the seven lots set forth on this short plat and serve a portion of Cedar Avenue has
been designed per City of Renton drainage regulations that, in this case, involve implementation on each lot of at
least one of the following two types of Best Management Practices (BMPs): (1) a "Basic Dispersion" BMP or (2) a
"Reduced Impervious Surface Credit" BMP, as each of those types of BMP is more fully described on page 16 of
the "Final Technical Information Report for MERLINO SHORT PLAT" (U14-005777 and B15-000896) prepared by the
Belrevue, Washington engineering, planning, and land surveying firm CORE DESIGN (the "Final TIR") and dated April
22, 2015, a copy of which is on file with the City of Renton Development Services Division. On a lot-by-Iot basis,
at the time of the City's building permit application review for a building permit for a residence on each lot, the
owner(s) of 't~at particular lot must select which of the two BMPs is to be used f<)( the lot. The owner(s) of that
.Iot, and their personal representatives, heirs, successors, and assigns in interest, must thereafter implement the
,. :selected BMP for the particular lot so as to (A) meet the relevant City requirements for the selected BMP and (B)
be consistent with page 16 of the Final TIR for the selected BMP for that particular lot. As part of the building
permit process for the residence building on such lot, the owner(s) of the lot must submit to the City of Renton
for recording with the King County Recorder in the County's real property records (to run with the title to the lot)
a "Declaration of Covenant for Maintenance and Inspection of Flow Control BMP" in a form acceptable to the City.
[As an alternative to using only a "Basic Dispersion" BMP or only a "Reduced Impervious Surface Credit" BMP, a
combination of the "Basic Dispersion" BMP and the "Reduced Impervious Surface Credit" BMP may be used if
acceptable to the City of Renton.]
SETBACK NOTES
1. DURING 2009 (ONE OF THE YEARS DURING WHICH THE STATE OF WASHINGTON OWNED THE ENTIRETY OF THE LAND THAT IS HEREIN SHORT
SUBDIVIDED), AS PART OF THE "1-405 RENTON STAGE 2 DESIGN/BUILD PROJECT" FOR THE WIDENING OF INTERSTATE 405 THROUGH RENTON,
MOST OF THE SUBJECT LAND WAS FillED WITH COMPACTED SOIL BY 1-405 CORRIDOR DESIGN-BUILDERS ("COB") TO ITS CURRENT GRADE
PURSUANT TO A COB 'CONTOUR GRADING" DRAWING mAT HAD BEEN PREPARED IN CONJUNCTION WITH A COB TECHNICAL MEMORANDUM
ENTITLED "TECHNICAL MEMORANDUM, 1-405 RENTON STAGE 2 DESIGN/BUILD PROJECT, WSDOT EXCHANGE PROPERTY REINFORCED SOIL SLOPE,
GEOTECHNICAL DESIGN RECOMMENDATIONS MEMORANDUM, DATED AUGUST 14, 2009." THAT COB TECHNICAL MEMORANDUM SUMMARIZES THE
GEOTECHNICAL RECOMMENDA llClNS AND DESIGN CRITERIA FOR THE DESIGN AND CONSTRUCTION OF. THE REINFORCED. SOIL SLOPE (RSS)
REQUIRED TO CONSTRUCT mE FILL. THAT FILL [S ALSO THE SUBJECT OF AN APRIL 23. 2014 REPORT PREPARED BY ICICLE CREEK
ENGINEERS, INC. ENTITILED "GEOTECHNICAL ENGINEERING SERVICES CRITICAL AREAS REPORT, MERLINO SHORT PLAT PROPOSED SEVEN-LOT
RESIDENllALDEVELOPMENT, RENTON, WASHINGTON, ICE FILE NUMBER 0864-002: THE ICICLE CREEK REPORT (WHICH REFERS TO THE RSS AS
AN "ENGINEERED PROTECTED SLOPE" AND AS AN "ENGINEERED FIll SLOPE") RECOMMENDS ON PAGE 7 THAT (A) A BUILDING SETBACK OF
25 FEET FROM THE ENGINEERED PROTECTED SLOPE AREA ALONG THE WEST SIDE OF All SEVEN OF THE PROPOSED LOTS, (B) A BUILDING
SETBACK OF 10 FEET FROM THE PORTION OF THE ENGINEERED FILL SLOPE AREA TO THE NORTH OF LOT I, AND (C) A BUILDING SETBACK
OF 10 FEET FROM THE PORTION OF THE ENGINEERED FILL SLOPE AREA TO THE SOUTH OF LOT 7, AS SHOVIN ON FIGURE 2 [OF THE ICICLE
CREEK REPORT]."
FOLLOWING AN INDEPENDENT SECONDARY REVIEW OF THE ICICLE CREEK REPORT AND OF THE COB TECHNICAL MEMORANDUM [A SECONDARY
REVIEW PERFORMED BY ASSOCIATED EARTH SCIENCES INC. CAES/") FOR THE CITY OF RENTON], THE CITY (1) CONCURRED 'MTH 1HE
BUILDING SETBACK RECOMMENDATIONS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE DESCRIBED IN THE ICICLE CREEK REPORT AND
(2) REQUIRED AS CONDIllONS OF SHORT PLAT APPROVAL THAT (A) mOSE SETBACKS BE NOTED ON THE FACE OF THE SHORT PLAT PLAN
AND (B) A NoTE BE SET.FORTH ON THE SHORT PLAT THAT STATES THAT "THE REINFORCED SOIL SLOPE (RSS) WAS EVALUATED FOR SLOPE
STABILITY FOR RESIDENCES (TYPICAL TWO-STORY, WOOD-FRAME CONSTRUCTION) ONLY" AND THAT "ADDIllONAL STRUCTURES SHOULD BE
EVALUATED FOR SLOPE STABILITY."
2. IN VIEW OF NOTE I, ABOVE, ALL FUTURE OWNERS OF ANY OF THE LOTS ARE HEREBY ADVISED AS FOLLOWS:
A. SEE SHEET 3 OF 4 HEREOF FOR A DEPICTION OF THE APPROXIMATE LOCATIONS OF THE FOLLOWING:
(1) THE MINIMUM 25-FOOT-WIDE REAR YARD BUILDING SETBACK FOR ALL STRUCTURES ON LOTS 1 THROUGH 7 FROM THE TOP OF
THE ENGINEERED PROTECTED SLOPE LOCATED AT OR NEAR AND ALONG THE WEST EDGE OF LOTS 1 THROUGH 7;
(2) THE MINIMUM 10-FOOT-WIDE SIDE YARD BUILDING SETBACK FOR ALL STRUCTURES ON LOT 1 FROM THE TOP OF THE
ENGINEERED PROTECTED SLOPE LOCATED AT OR NEAR AND ALONG THE NORTH EDGE OF LOT 1; AND
(3) THE MINIMUM 10-FOOT-WIDE SIDE YARD BUILDING SETBACK FOR ALL STRUCTURES ON LOT 7 FROM THE TOP OF THE
ENGINEERED PROTECTED SLOPE LOCATED AT OR NEAR AND ALONG mE soum EDGE OF LOT 7.
B. THE REINFORCED SOIL SLOPE (RSS) (ALSO KNOWN AS THE "ENGINEERED PROTECTED SLOPE" AND AS THE "ENGINEERED FILL
SLOPE") WAS ONLY EVALUATED FOR SLOPE STABILITY FOR CONSTRUCTION OF A RESIDENCE (TYPICAL TWO-STORY, WOOD-FRAME
CONSTRUCTION) ON EACH OF THE SEVEN LOTS. ANY ADDIllONAL STRUCTURE OR ANY OTHER TYPE OF RESIDENCE STRUCTURE
PROPOSED TO BE PLACED ON ANY OF THE SUBJECT LOTS MUST FIRST BE EVALUATED FOR AND IN RELATION TO STABILITY OF THE
RSS (ENGINEERED PROTECTED SLOPE) BY A LICENSED ENGINEERING GEOLOGIST OR PROFESSIONAL ENGINEER EXPERIENCED WITH
GEOTECHNICAL MATTERS, AND All REQUIRED PERMIT(S) MUST BE OBTAINED FROM THE CITY OF RENTON PRIOR TO CONSTRUCTION
OF ANY SUCH STRUCTURE.
1. All llTILE INFORMATION SHOWN ON mlS MAP HAS BEEN EXTRACTED FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY SUBDIVISION
GUARANTEE NUMBER WA-FBCM~IMP-27WAG14-1-14-20368801. IN PREPARING THIS MAP, CORE DESIGN, ING. HAS CONDUCTED NO
INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITILE ISSUES AFFECTING THE SURVEYED PROPERTY omER THAN
THOSE SHOWN ON THE MAP AND OISCLOSED BY THE REFERENCED FIDELITY NATIONAL GUARANTEE. CORE DESIGN, INC. HAS RELIED SOLELY
ON FIDELITY NATIONAL'S REPRESENTATIONS OF THE TlTILE'S CON DillON TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC.
QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2, THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISllNG ON APRIL 8, 2014. All SURVEY CONTROL INDICATED AS
"FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL, 2005.
3, PROPERTY AREA = 160,943± SQUARE FEET (3,6947± ACRES).
4. ALL DISTANCES DEPICTED ON SHEETS 3 AND 4 HEREIN ARE IN FEET.
5, THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR
AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTAllON AS SHOWN. CLOSURE RAllOS OF THE TRAVERSE MET OR
EXCEEDED THOSE SPECIFIED IN WAC 332-130-090, ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT
ACCORDING TO MANUFACTURER'S SPECIFICAllONS.
/~
CEDAR HIGHLANDS
SHORT PLAT
·~QI.r 14711 NE 29th Place Suite 101 ~N :;;:;:7~;;h';::O;2~~:::'7963 OWN. BY
ROW
DATE
12/19/2016
JOB NO.
04139"1
ENGINEERING· PLANNING· SURVEYING CHKO. BY SCALE SHEET
2 OF 4
",
FOUND NORTH QUARlER CORNER
CIJY OF RENTON
CONTROL POINT NO. 415
1 1/2" BRASS DISK
IN 4" CONCRElE MONUMENT
DOWN 0.7' IN CASE
17 /~' 20
/ ,
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I~
LOT ADDRESSES
LOT 1 705 CEDAR AVENUE S
A PORTION OF THE NW ·1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LUA 14-000568-SHPL-A
LND-20-0602
. FOUND BRASS' PIN IN . t LOT 2 711 CEDAR AVENUE S
LOT 3 717 CEDAR AVENUE S SCALE: 1 " 40'
C. O. NCRElE M~UMENT~· . J.
0.05' NORTH OF LINE /
CITY' OF RENTON . M~~--
CONTROL POINT NO. 418 \ . I \
I
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0>
~
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~
LOT 4-801 CEDAR AVENUE S
LOT 5 807 CEDAR AVENUE S
LOT 6 813 CEDAR AVENUE S
LOT 7 819 CEDAR AVENUE S
2
HIGHLAND ADDIllON TO
THE TOWN OF RENTON,
VOLUME 17 OF PLATS, PAGE 032
3 4
FOUND ·TACK IN LEAD
'. " WITH WAsHER___.
• 0.06' NORTH AND
• '. 0.03' EAST OF PROPERTY CORNER Jk'~ ·----------~·:~----~--~~1~0~'P~S;E~U~TI~LlTY~S;Y~SlE~M~S~E~S~M'1T----------__ 1-__________ ::~~~~~------------------~------------------~~
. I~---REC. NO. 20160128000867 CEDAR AVE. S RIGHT-OF-WAY DEDICATION PER REC. NO. '26\'10"$0\ O()~f>
N01'25'52"E 612.30 FOR WIDENING OF CEDAR AVE. S (INCLUDING CUL-DE-SAC BULB)
...
.. INGRESS, EGRESS M'W_ .....
UllLlTY EASEMENT
REC. NO. 7.910230907
47.99
627.91
------- --65.00-
:;I:!
4: ~ ::t: 5
6,595± SF "'r gj I" 7,080;1: SF
00 ~
00 :z:
/00
--~---------
·/00
---4--------,.....--
60.01 60.01 60.01 65.01
TOP OF ENGINEERED PROTIECTIED SLOPE NOO'31'21"E 457.47
:;I:! • ~ "'r
!"
IX)
IX) z
- - -65.00-- -
-1-----
10.00 CD
::;j: 6 :g 7,013± SF ~
1=
R=25.00
o't--~-:e,-__ 6= 73'20' 48"
L=32.00·
00 00 ( .PO') ~
-<t-r-: lte .... !"o 7 v ~ ..... 8,150± SF CD I ~ ~CD0 CD~~ I~ --. ------------,---;,r.--------------'-_____ J rrf
65.01 99.45
I
I
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--~-,J
TIED AT OR NEAR THE ENllRETY OF THE WEST LINE OF LOTS 1 THROUGH 7) ----'------------______ -
SEE SETBACK NOTIES, SHT. 2 OF 4-
TRACT A
TOP OF ENGINEERED PROTIEClED SLOPE
(LOCA TED AT QR NEAR THE SOUTH LINE OF LOT 7)
SEE SETBACK NOTIES, SHT. 2 OF 4
PLAT NO.1 OF RENTON
CO-OPERATIVE COAL COMPANYS
• ACRE TRACTS --------. -----
, .
VOLUME 9 OF PLATS, PAGE 29
..
., . . ,
t INTERSTA TE 405
I 1-405 CENTERLINE
I! =fK~&.~~ ~ ~!~(~~ON
""1\-J
r-86'1'38"
. ~_ REF. 7
~
gj
IX)
FOUND SECTION CORNER I
3" BRASS DISK I ~
IN 3" CONC. MONUMENT \~
DOWN 0.7' IN CASE 17\ I 20
,. \, I
:.
.,') __ • __ .~~__~ ___ ~ _____ ~__ _ __ ~1~ _1~ ______ ~~
...
~: ·r·
CONFORMED COPY
20170301900008
CITY OF RENTON SPM
PAGE-001 OF 004
03/01/2017 15:43
172.00
---
LEGEND
80' EASEMENT
RESERVED BY WSDOT
FOR PLACEMENT OF SOIL NAILS
AND FOR INGRESS AND EGRESS
PER DEED REC. NO 20110802000538
CD THE INDICATED DASHED LINE IS THE APPROXIMATIE LOCATION OF THE REQUIRED MINIMUM IO-FOOT-WIDE
SIDE YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTIECTIED SLOPE ALONG THE NORTH EDGE
OF LOT 1. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
CD THE INDICATIED DASHED LINE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 10-FOOT-WiDE
SIDE YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE SOUTH EDGE
OF LOT 7. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
CD THE INDICAlED DASHED LINE IS THE APPROXI/viATIE LOCATION OF THE REQUIRED MINIMUM 25-FOOT-WiDE
REAR YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTIECTIED SLOPE ALONG THE WEST EDGE
OF LOTS 1 THROUGH 7. (ALSO, SEE SETBACK NOTIES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
CD BESIDES THE REQUIRED MINIMUM SETBACKS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE, THE
CITY OF RENTON HAS OTHER REQUIRED BUILDING SETBACKS SPECIFIED IN APPLICABLE PROVISIONS OF THE
RENTON MUNICIPAL CODE THAT RELATE TO LOTS 1 THROUGH 7 .
o PRIVATIE DRAINAGE EASEMENT. SEE TEXT, SHEET 2 OF 4
® SIDEWALK EASEMENT TO RENTON PER
RECORDING NO.~\J-.030\ 0() \ b \ O~_
CD DRAINAGE
RECORDING
---------
H05 EAST RIGHT OF WA Y LINE
PER REf. 8
103,441± SF
SEE NOTE, SHT. 1 OF 4-
SEE DETAILS, SHT. 4-OF 4
----
~ FOUND MONUMENT AS NOTIED
• SET 1/2" REBAR WITH YELLOW PLASllC CAP
STAMPED "CORE 44653"
:. SET TACK AND WASHER STAMPED 'CORE 44653" IN CURB
---
ON EXTIENSION OF PROPERTY LINE IN LIEU OF FRONT CORNER
AT 13.25' OFFSET TO CORNER UNLESS OTHERWISE NOTIED
/ .~.
@ ... ·.· .... ·.O .... ;RE
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
DESIGN
ENGINEERING· PLANNING· SURVEYING
OWN. BY
CHKD. BY
o 20 40 80
.' -I~!-~j
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! APPROXIMA TIE LOCATION OF
SPLIT. ~RAIL FENCE)
SEE TRACT A NOTE,
SHEET 1 OF 4
APPROX. LOCA~ON OF
12' R. EL.OCA. TIED TERMIN.ABLE \ EASEMENT FOR
INGRESS AND EGRESS
TO WSDOT RECORDED
\ UNDER RECORDING NO. 20150630000721
\ ~.. \
\ '\ \
\
\
\
CLASS 5-./~
STREAM
\
~
'" 20' PERPETUAL INGRESS AND
EGRESS EASEMENT RESERVED
BY WSDOT PER DEED
REC. NO 20110802000538 1
\
\
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SHORT PLAT PLAN SHEET
RDW
CEDAR HIGHLANDS
SHORT PLAT
DATE
12/19/2016
SCALE
JOB NO.
041391.1
SHEET
3 OF 4-
-'--_. ---"-.. _----,
41
I' •
'.
, ..
PLAT NO. 1 OF RENTON
CO-OPERATIVE COAL COMPANy'S
ACRE TRA(4TS
VOLUME 9 OF PLAT-S. PAGE 29
.'
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A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
HIGHLAND ADDITION TO
THE TOWN OF RENTON,
VOLUME 17 OF PLATS, PAGE 032
3 4
LUA14-000568-SHPL-A
LNO-20-0602
SCALE: 1" 40'
o 20 40 80
~! ~I ~! __ J
I~ __ L-----------~--------L-----------~------~C;E~DA~R;A~V,;E~.S;-----------~--~-------L--__ ~L_ ________ ~ ______ ~ ~ N01'25'52"E 612.30 \ r-----20 .01
\ , ..... -
1
7,112± SF
EXISTING SWALE
---
2
6,709± SF
LEGEND
--SD--
PROTECTED SLOPE AREA
SEE TRACT A NOTE,
SHEET 1 OF 4
STORM DRAINAGE PIPE
SEE TRACT A NOTE,
SHEET 1 OF 4
3
6,652± SF
R==210J.46
1I== 15 '21'44"
L==56J.9g
627.91
4
6,595± SF
INT£RSTA TE 405
5
7,08Q± SF 6
7,013± SF 7
B,150± SF
WEST END OF 6" DIA.
DISCHARGE PIPE FROM
CUL-DE-SAC
/,L ... ~
~allE.. . :e~;':~e~~:~~n:::~e ~;::o; 0
I ~ DESiGN 425.885.7877 Fax 425.885.7963
ENG I NEE R I N G· P LA NN J N G· SUR Y E YIN G
TYPE 2 CATCH BASIN
WITH DEBRIS CAGE
---..... ...
• J;I:
'in
'" en
tp
0>
~\
WESTEND OF 12" DIA.
DISCHARGE PIPE FROM
STORM WATER VAULT
BENEATH CUL-DE-SAC
EXISTING ROCK-LINED
SWALE
•
\
•
•
• .)
TRACT A DETAIL SHEET
OWN. BY
RDW
CHKD. BY
CEDAR HIGHLANDS
SHORT PLAT
DATE
12/19/2016
SCALE
JOB NO.
04139M
SHEET
4 OF 4
LEGAL DESCRIPTION
THE LAND REFERRED TO HER£lN B£LOW IS SITUATED IN THE COUNTY OF KINe. STAT£ OF
WASHINGTON, AND IS O£SCRIBED AS FOLLOWS:
THAT PORnON OF THE BELOW-DESCRIBED PARC£L II" DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT OPPOSIT£ HIGHWAY ENGINEER'S STAnON (HER£lNAFT£R REFERRED TO
AS HES) 369+17+/-ON THE SR 405 LINE SURVEY OF SR 405. SR 515 wc. TO S. 6TH Sf.
wc. AND 512.01 FEU EAST£RLY THEREFROM. SAID POINT B£lNG ON THE EAST£RLY BOUNDARY
OF SAID PARCEL II;' THENCE W£STERLY TO A POINT OPPOSlT£ HES 368+50.32 ON SAID LINE
SURVEY AND 221.15 FEU
EAST£RLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 369+13.54 ON SAID
LINE SURVEY AND 220.06 FEU
EAST£RLY THEREFROM; THENCE NORTHERLY ALONG A CURVE TO THE LEFT HAWNG A RADIUS
OF 2103.46 FEU AND AN ARC DISTANCE OF 563.97 FEU TO A POINT OPPOSlT£ HES
374+37.72 ON SAID LINE SURVEY AND 202.34 FEU EAST£RLY THEREFROM AND THE
NORTHERLY LINE OF SAID SEcnON 20; THENCE EAST£RL Y ALONG SAID NORTHERLY LINE TO A
POINT OPPOSlT£ HES 374+54.58 AND 445.03 FEU EAST£RLY THEREFROM, SAID POINT B£lNG
ON THE W£STERLY LINE OF CEDAR AVENUE SOUTH; THENCE SOUTHERLY ALONG SAID
W£ST£RLY LINE TO THE POINT OF BEGINNING.
PARC£L II'
THAT PORnON OF THE HENRY H. TOBIN OONAnON LAND CLAIM NO. 37, IN SEcnON 20.
TOWNSHIP 23 NORTH, RANGE 5 EAST, WI./., IN KING COI.INTY, WASHINGTON, LYING SOUTHERLY
AND W£ST£RL Y OF THE PLA T OF HIGHLAND AODlnON TO THE TOWN OF RENTON AND THE
W£ST LINE THEREOF EXT£NDED SOI.ITH, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 17 OF PLATS. ON PAC[ 32, IN KING COI.INTY, WASHINGTON,' AND THAT PORnON OF
THE NORTHW£ST OUART£R OF THE NORTHW£ST O/.IART£R (GOVERNMENT LOT I) OF SEC[!ON 20.
TOWNSHIP 23 NORTH, RANc[ 5 EAST, WI./., IN KING COUNTY, WASHINGTON, LYING NORTHERLY
OF PUGU SOUND POW£R AND LIGHT COMPANY'S TRANSMISSION RIGHT-OF-WAY AND EAST OF
PRIMARY STA T£ HIGHWA Y NO. I (SR 405), DESCRIBED AS FOLLOWS:
BEGINNING AT THE INT£RSEcnON OF THE NORTH LINE OF SAID SEcnON 20. WITH THE wiST .,.'.
LINE OF SAID PLAT, WHICH POINT IS NORTH 89'59'21" W£ST 1,386.85 FEU FROM THE NORTH
O/.IART£R CORNER OF SAID SECnON,' THENCE SOI.ITH 01'29'35" W£ST ALONG THE W£ST LINE
OF SAID PLAT AND SAID LINE PROOUCED SOUTHERLY 973.04 FEU TO THE NORTHERLY LINE
OF PUGU SOUND POW£R AND LIGHT COMPANY'S TRANSMISSION RIGHT-tiF-WAY,' THENCE
NORTH 67V3'41" W£ST 41/:66 FEU TO THE EAST£RLY LINE OF PRIMARY STATE HIGHWAY NO.
I; THENCE NORTHERLY ALONG SAID HIGHWAY TO THE NORTH LINE OF SAID SECTION,' THENCE
SO/.ITH 89'59'21' EAST ALONG SAID NORTH LINE 316.54 FEU TO THE POINT OF BEGINNING.
THE SPECIFIC DUAILS CONCERNING ALL OF THE ABOVE LEGAL DESCRIPnONS ARE TO BE
FOUND ON SHEETS 6 AND 7 OF THAT CERTAIN PLAN ENnTLED SR 405. SR 515 wc. TO S.
6TH Sf. wc., NOW OF RECORD AND ON FILE IN THE OFFICE OF THE WASHINGTON SECRUARY
OF TRANSPORTATION AT OLYMPIA, WASHINGTON AND BEARING A DATE OF APPROVAL OF MAY
24, 2007.
SlTUAT£ IN THE CITY OF RENTON, COUNTY OF KINe. STAT£ OF WASHINGTON.
DATUM
NAVO 88
BASIS OF BEARINGS
N89'59'25'W ALONG THE NORTH LINE OF THE NORTHWEST QUART£R OF SECTION 20 BETW£EN
THE FOUND NORTH QUARTER CORNER AND THE FOI.IND SECTION CORNER PER RECORD OF
SURVEY RECORDED UNDER RECORDING NUMBER 2000/01012900001.
BENCHMARKS
CITY OF RENTON BENCHMARK NUMBER 418
BRASS PIN IN CONCRET£ MONUMENT
LOCAT£D AT THE INT£RSECTION OF SOI.ITH 7TH STREET
AND RENTON AVENUE SOI.ITH.
£LEVA TlON 305. 80 (93.2101.1)
NW '4. NW '4 SEC.20 TWP.23 N. RGE 5 E w.M.
MERLINO LAND DEVELOPMENT CO., INC.
RENTON, WASHINGTON
NOTES
I. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACT£D FROM FIO£LITY NAnONAL TITLE
INSURANCE COMPANY TITLE POLICY NO. WA-FBMC-IMP-27WAG/4-I-/4-20J68801, DAT£D MARCH 7, 2014.
IN PREPARING THIS MAP, CORE OESlGN, INC. HAS CONOUCT£D NO INOEPENDENT TITLE SEARCH NOR IS CORE
DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFEcnNG THE SURVEYED PROPERTY OTHER THAN THOSE
SHOWN ON THE MAP.
2. THIS SURVEY REPRESENTS WSIBLE PHYSICAL IMPROVEMENT CONDInONS EXISnNG ON APRIL 4 2005. All
SURVEY CONTROL INDICATED AS "FOI.IND· WAS RECOVERED FOR THIS PROJ[CT IN APRIL, 2005.
3. PROPfRTY AREA = 160.943:t SQUARE FEU (3.6947:t ACRES)'
4. ALL DISTANCES ARE IN FEfT.
5. THIS IS A FI£LD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS
USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BUW£EN THE CONTROLLING
MONUMENTA nON AS SHOWN. CLOSURE RA nos OF THE TRA VERSE MU OR EXCEEDED THOSE SPECIFIED IN
WAC 332-130-090. ALL DISTANCE MEASURING INSTRUMENTS AND EO/.IIPMENT HAS BEEN MAINTAINED IN
ADJUSTMENT ACCORDING TO THE MANUFACTURER's SP£CIFlCATlONS WITHIN ONE YEAR OF THE DAT£ OF THIS
SURVEY.
6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SIT£. ONLY THOSE UTI LinES WITH EWDENCE OF
THEIR INSTALLAnON WSIBLE AT GROI.IND SURFACE ARE SHOWN HEREON. UNDERGROI.IND UTILITY L OCA nONS
SHOWN ARE APPROXfMAT£ ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETW£EN
SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROI.IND
LOCAnONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO
LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS.
7. A PORTION OF THE CONTOUR INFORMATION SHOWN HEREON (DASHED) IS BASED ON FIELD SURVEY AS
PROWD£D BY CH2M HILL IN NOVEMBER 2009. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF
INFORMA TlON PROVIDED BY CH2M HILL.
UTILITY CONTACTS
£lEC TRICITYjNA TfJRAl GAS:
PUGU SOUND £NERGY
POBOX 97034
B£LLEVUE. WASHINGTON 98009
1-800-321-7890
CABlE:
COMCAST
/4870 NE 95TH STREU
REDMOND, WASHINGTON 98052
1-877-824-2288
DECISION
5CIICR/'If'A T£R
CITY OF RENTON
1055 S GRADY WAY
RENTON, WA 98057
425-430-7234
THE MERLINO SHORT PLAT AND EXCEpnON THROUGH MOOIFICAnON, FILE NO. WA14-000S68; EeF, SH
PL-A, MOO IS APPROVEO SUBJECT TO MEEnNG THE FOlLOWING Mf[lGAnON MEASURES.'
I. THE APPLICANT SHALL COMPLY WITH THE SEPA MtnGAUON MEASURES, THEY ARE AS FOlLOWS:
0. PROJECT IS SUBJECT TO BOTH ICIClE CREEK ENGINEERS INC., GEOlfCHNICAL ENGINEERING SERWCES
REPORTS, OAlfO APRIL 2.J, 20U, INClUDING BUT NOT lIMllfD TO:
i THE APPLICANT SHALL BE REOUIRED TO RECORD ON THE FACE OF THE SHORT PLAT PLAN THAT THE
REAR YARD BUILDING SETBACK, FOR AlL STRUCTURES, SHAlL BE A MINIMUM DISTANCE OF 25 FEU
FROM THE ENGINEERED PROlfClfD SlOPE AlONG THE ~ST PROPERTY LINES OF All SEVEN LOrs.
ii THE APPLICANT SHAll 8£ REOlIIRED TO RECORD ON THE FACE OF THE SHORT PLAT PLAN THAT THE
SIDE YARD BUILDING SETBACK FROM THE PORUON OF THE ENGlN££RED Fill SlOPE AREA TO THE
NORTH OF LOT 1 AND TO THE SOUTH OF LOT 1 SHAll BE 10 FEU FOR AlL STRUCTURES,
iii THE APPliCANT SHAlL 8£ REOlIIRED TO SlIGHTLY 8£RM/GRADE THE ~ST EDGE OF THE PLAlfAU AT
THE CREST OF THE ENGINEEREO SlOPE TO PREVENT SURFACE WAlfR RI.INOFF ONTO THE SlOPE FROM
THE PLA lfAU
2. THE APPLICANT SHALL MAKE A NOlf ON THE FACE OF THE SHORT PLAT THAT STAlES THAT THE
REINFORCED SDIL SlOPE (RSS) WAS EVAWAlfO FOR SlOPE STABILITY FOR RESIDENCES (TYPICAL
TWO-STORY, WOOD-FRAME CONSTRUCUON) ONLY. AOOf[lONAL STRUCTURES SHOlILD BE EVAWAlfD FOR
Sl OPE STA8IlI TY.
3. COPIES OF WASHINGTON STATE DEPARTMENT OF TRANSPORTAUON's (WSOOT) INSPECTOR DAIL Y REPORTS
AND All MA lfRIAL lfSnNG REPOR rs FROM THE ORIGINAl PROJECT ARE REOlIIREO TO BE SUBMlTlfD
WITH THE CIVIL PLANS.
4. A CURRENT TOPOGRAPHIC SURVEY, STAMPED BY A PROFESSIONAl LAND SURI£YOR, WIll BE REOlIIRED
TO 8£ SUBMlTlfD WITH THE CIVIL PLANS.
5. NO VEGETAUON IN THE PROlfClfD SlOPE AREAS SHOlILO 8£ CUT DOWN OR OTHERWISE REMOVED
DURING CONSTRUCUON OF THE SHORT PLAT IMPROVEMENTS, OTHER THAN THOSE DIRECTlY nED TO THE
CONSTRUCUON OF THE CUL-DE-SAC ROAD IMPROVEMENTS.
6. THE APPLICANT SHAlL 8£ REOlIIRED TO CREAlf A HOMEOWNERS' ASSOCIAUON (HOA) WITH SHARED
RESPONSIBILITY FOR BASIC TREE AND VEGETAnON MAlNlfNANCE OF NATIVE GROWTH PROTECnON
EASEMENT OVER PORnONS OF TRACT A, INClUDING PROlfClfD SlOPES. A ORAFT OF THE OOCUMENT{S)
SHAll BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REWEW AND APPROVAL PRIOR
TO THE RECORDING OF THE SHORT PLAT.
1. A WOOD. SPLIT-RAIL FENCE SHAlL BE CONSTRUClfD AlONG THE SOUTH BOlINOARY OF CAlf CORY 3
STREAM BUFFER. THE FENCE SHAll 8£ CONSTRUClfD PRIOR TO RECORDING THE SHORT PLAT. A
REOlIIREMENT TO MAINTAIN THE FENCE BY A HOMEOWN[RS' ASSOCIAUON SHAll BE PLACED ON THE
FACE OF THE SHORT PLAT.
OWNER
MERLINO LAND D£VELOPMENT co., INC.
5050 1ST AVES. SUIT£ !02
SEATTLE. WASHINGTON 98108
(206) 999-8874
ENGINEER/SURVEYOR
PLANNER/LANDSCAPE
COR£ D£SlGN INC.
147!1 N.£. 29TH PLACE. SUITE 101
BELLEVUE. WASHINGTON 98007
(425) 885-7877
CONTACT: SHERI MURATA, P.£.-ENGINEER
ROBERT D. ItfST, P.LS.-SURVEYOR
LAFE 8. HERMANSEN -PLANNER
ADJACENT LAND USE
NORTH -
EAST -
SOUTH -
W£ST -
SINGLE FAMIL Y RESlD£NTlAL .
SINGLE FAMIL Y RESIDENTIAL
VACANT
STA T£ HIGHWA Y 1405
T.ES.C. SUPERVISOR
TBD
SITE STATISTICS
TOTAL SITE AREA:
PROPOSED US£.'
NO. OF LOTS:
PROPOSED D£NSlTY:
PERMITT£D DENSITY.'
EXISnNG ZONING:
CRITICAL AREAS.'
RIGHT OF WAY D£DICAnON.·
SEISMIC D£SlGN CA T£GORY.·
STRUCTURAL DESIGN CRIT£RIA:
VESTING DATE
OCTOBER J, 2014
160.943, s.F. (3.69 ACRES)
DUACHED-SINGLE FAMIL Y
7
6.67o.U./AC.
8o.U./AC.
R-8
1DJ,440 SF
4190 SF
o
SEE STRUCTURAL PLANS
\
---------
SHEET INDEX
CI.OI
CI.02
C2.01
C2.31
C2.32
ClOl
Cl31
Cl32
C4.01
C4.31
C4.32
C5.01
C5.31
C5.32
L2.01
L2.31
TITlE SHEET
SITE MAP
EROSION CONTROL PLAN
EROSION CONTROL NOTES
EROSION CONTROL DETAILS
ROAD AND GRADING PLAN
ROAD AND GRADINC DETAILS
ROAD AND GRADINC DETAILS
STORM DRAIN PLAN AND PROFILES
VAULT SECTIONS AND DETAILS
STORM DRAINAGE DETAILS
SEWER/WA T[R PLAN AND PROFILES
WATER DETAILS
SEWER DETAILS
LANDSCAPE PLAN
LANDSCAPE SCHEDULE & DETAILS
RECEIVED
FEB 26 2015
CITY OF RENTON
AANNING DIVISION
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PROJECT NUMBER
04:t39M
1804160000
. , ,
17\ ,20 ,
18 19
FOUND SECTION CORNER
3" BRASS 01 SK
IN 3" CONC, MONUMENT
DOWN OJ' IN CASE
SCALE:
NW '4. NW
1" 40'
'4 SEC.2o. iWP.23 N. RGE 5 E w.M.
\
.. )<C~l'-"
l l_
-
NOTES
I. THE TWO PARCELS UNDERL YlNG APNs 20230S-9085 AND 00720-0194
HAVE MERGED PER LOT COAIBINAnON REC.12014111400240
.. _y \. '_=r
/
/ RECEIVED
FEB 26 2015
CITY OF RENTON
PlANNING DIVISION
DATUM
NAVD 88
BASIS OF BEARINGS
N89"59'2S"W ALONG THE NORTH liNE OF THE NORTHWEST OUARTER OF SECnON 20 BETWEEN
THE FOUND NORTH OUARTER CORNER AND THE FOUND SECnON CORNER PER RECORD OF
SURVEY RECORDED UNDER RECORDING NUMBER 2000101012900001.
BENCHMARKS
CITY OF RENTON BENCHMARK NUMBER 418
BRASS PIN IN CONCRETE MONUMENT
LOCATED AT THE INTERSECnON OF SOUTH 7TH STREET
AND RENTON AVENUE SOUTH.
ELEVAnON 305.80 (93.210A1)
w r «
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(t:
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OF
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:1.6
PROJECT NUMBER
04139M
. !
EX
IA SILT FENCE PER c.o.'Il. I
STD. PLAN 214.00 (T'1')
:O:-..-_---i*"~~~!l!ill-K CORNER \' I OF RENTON
, , ,
17\ '20
18 19
CONTROL POINT NO, 415
1 1/2" BRASS DISK
IN 4" CONCRETE MONUMENT
DOWN 0,7' IN CASE
---
FOLND SECTION CORNER
J" BRASS DISK
IN J" CONC, MONUMENT
DOWN 0,7' IN CASE
TER FABRIC
PROTECTION PER~C.o.R.
STD. PLAN 216.2<
SEE SHEU C2.3. (TYP)
rC1WSTR()CTltW ACCESS
PER STO PLAN C.o.R
215. 10 5£E SHEET C2. 32
STAGINC
AREA'
SWALE PER C. o.R.
STD. PLAN 211.10
SEE SHEU C2. 32
(TYP)
"\',
NW '4. NW 1. '4 SEC.20 TWP.23 N. RGE 5 E w.M.
DIRECT STORM~A TER TO VAULT AT
LID OPEN/II(; OR PROVIDE TEMP
PIPE CONNECTION CEILING PLANKS
IN VICINITY OF,OUTFALL SHAll BE
REMOvrD 'EN SWALES CAN BE
DIRECT£D TO CB'S
CONvrYANCE
SYSTEM (Typ')
CHECK PER C. o.R. STo.
28LF 8"
TEMPORARY
CULvrRT, I
MIN,
CONSTRUCTION
WA TER DRAINING
TO VAULT MUST
BE PUMPEO TO
THE EX DITCH
PLAN 211.4o,~~E SHEU C2.32
SCALE: 1 " 40'
o 20 40 60
! 1-1 ...... 1
)
EXIST. DITCH\ \
\ \ "---...:.,
---
NOTES
I, THIS PLAN IS FOR WORK OCCURRING MAY 1ST -
5£Pl 30TH. ANY WORK BEYOND 5£PT. 30TH WILL
REQUIRE A I1f"T I1f"A THER PLAN APPROvrD BY THE
CITY or RENTON.
2. TURBIDITY LEvrL OF TR£A T£D WA T£R LEAVING Sf TE
MUST NOT EXCEED 25 NTUs, ph LEvrL MUST BE
BUW£EN A MIN OF 6.5 AND A MAX OF 8.5.
LEGEND
x---
CONSTRUCTION ACCESS
LIMITS or CLEARING
FILTER FABRIC FENCE
INTERCEPTOR SWALE
ROCK CHECK DAM
~~
•
FILTER FABRIC PROT£CTlON @
DATUM
NAVD 88
BASIS OF BEARINGS
N89'59'25"W ALONG THE NORTH LINE OF THE NORTHW£ST QUARTER OF SECTION 20 BUW£EN
THE FOUND NORTH OUARTER CORNER AND THE FOUND SECTION CORNER PER RECORD OF
SURvry RECORDED UNDER RECORDING NUMBER 2000101012900001,
BENCHMARKS
CITY OF RENTON BENCHMARK NUMBER 418
BRASS,PININ CONCRUE MONUMENT
LOCAT£D AT THE INT£RSECTION OF SOUTH 7TH STREU
AND RENTON A vrNUE SOUTH.
ElEVATION 305.80 (93.210.11)
RECEIVED
FEB 26 LO\S
CITY Of REN"iON
PLANNING DIVISION
Vl
5
iii
5 w
~
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SHEET
C2.01
OF
16
PROJECT NUMBER
041.39M
-------~-- ----
EROSION CONTROL NOTES
I. All WORK AND MA1£RIALS SHALL BE IN ACCORDANCE It1TH CITY OF RENTON STANDARDS AND SPECIFICATIONS
AND APWA/WSDOT 2012 STANDARD SPEClFlCA TlONS FOR ROAD, BRIDG£, ANO MUNICIPAL CONSTRUCTION.
A COPY OF THE CITY OF RENTON STANDARD SPECIFICATIONS ANO DETAilS SHALL BE ON-SI1£ AT All TIMES
2. All LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIElD SURVEY OR OBTAINED
FROM AVAILABLE RECORDS AND SHOlILD THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARIL Y
COMPlET£. IT IS TH[ SOlE RESPONSIBIlITY Of TH[ CONTRACTOR TO INDEP[NDENTl Y VERIFY THE ACCURACY
Of All UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN
HEREON WHICH MAY BE AFFEC1£D BY THE IMPLEMENTATION Of THIS PLAN. THE CONTRACTOR SHAll CONTACT
TH[ UNDERGROlIND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOlIRS PRIOR TO
CONSTRUCTION. THE OMVER OR HIS REPRESENT A TlVE AND THE ENGlNE[R SHAll BE CONTACT[D IMMEDIATEl Y
IF A CONFlICT EXISTS.
J. THE CONTRACTOR SHALL COORDINA1£ It1TH TH[ APPROPRIATE UTILITY COMPANIES FOR CAPPING, ABANDONING,
AND/OR RElOCATING AFFEC1£D WA1£R, SANITARY SEWER, GAS, POWER, T£l[PHON£, AND CABLE T. V. PRIOR
TO GRADING ACTIVITIES
4. A COPY Of THESE APPROVED PLANS AND CITY OF RENTON STANDARD SP[ClFlCATlONS AND DETAILS MUST BE
ON TH[ JOB Sl1£ WH[N[VER CONSTRUCTION IS IN PROGRESS
5. APPROVAL Of THIS PLAN IS FOR THE EROSION/SEDIMENTATION CONTROl FACIlITI[S ONlY. IT ODES NOT
CONSTITUTE AN APPROVAL Of THE STORM DRAINAG[ D[SIGN, NOR SIZE OR LOCATION Of PIP[S,
R[STRICTORS, CHANNElS OR DET[NTION FACILITIES,
6. All GROlIND COVER OlITSID[ CL[ARING LIMITS SHAll REMAIN UNDISTURBED. SPECIAL PR01£CTlVE FENCING MAY
B[ REOUIRED IN CERTAIN AREAS, PRIOR TO MASS CLEARING Of THE SIT£, CLEARING LIMITS AND INITIAL EROSION
CONTROl MEASUR[S SHALL BE INSPECTED BY TH[ CITY.
1. ALL R[OUIRED [ROSION/SEDIM[NTATION CONTROl FACILITIES MUST BE CONSTRUC1£D AND IN OP[RATION PRIOR
TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT-LADEN WATER DOES NOT
ENTER TH[ NATLIRAL DRAINAG[ SYST[M OR DAMAGE DOMVSTR[AM PROPERTIES All EROSlON/SEDIM[NTATlON
CONTROl FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CL[ARING
AND/OR CONSTRUCTION IS COMPLfT[D AND THE POTENTIAL FOR ON-SITE [ROSION HAS PASSED.
IMPLEMENTATION, MAIN1£NANC£, R[PLACEM[NT AND ADDITIONS TO TH[ [ROSION/SEDIM[NTATION CONTROl
FACIlITI[S SHALL B[ THE RESPONSIBILITY OF THE PERMITT[E R[FER TO THE CONSTRUCTION SEOUENCE.
FOR ADDITIONAL OfT AILs'
8. THE EROSION/SEDIMENTATION CONTROl FACIlITI[S DEPIC1£D ON THIS DRAIffNG ARE INTENDED TO BE
MINIMUM REOUIREMENTS TO MEfT ANTICIPATED Sl1£ CONDITIONS AS CONSTRUCTION PROGRESS[S AND
UNEXPECTED OR SEASONAL CONDITIONS DICTAT£, THE PERMITTEE SHOULD ANTlClPA1£ THAT MORE
EROSION/SEDIMENTATION CONTROl FACILITIES MAY BE NEC[SSARY TO INSURE COMPLE1£ SILTATION CONTROL
ON THE SIT£. DURING THE COlIRSE Of CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY
Of THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO
PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REOUIREMENTS SHOWN. AS MAY BE NEEDED TO
PROTECT ADJACENT PROPERTI[S AND THE WA1£R QUAlITY Of THE RECEIVING DRAINAGE SYS1£M. TH[ CITY
OF RENTON INSPECTOR MAY DETERMINE THE N[ED FOR AND EX1£NT Of ANY ADDITIONAL FACILITIES
9. WERE POSSlBL£, NATURAL VEGfTATlON SHAll BE MAINTAINED FOR SILT CONTROl AND TO MINIMIZE
EROSION.
10. All EXPOSED SOIL SHAll BE STABILIZED BY SUITABLE APPLICATION OF BEST MANAGEMENT PRACTICES
(BMPS). INCLUDING BUT NOT L1MI1£D TO SOD OR OTHER VEGETA TlON, PLASTIC COVERING. MULCHING, OR
APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. ALL BMPS SHAll BE SELEC1£D, DESIGNED AND
MAINTAINED IN ACCORDANCE WITH THE APPROVED MANUAL CONSTRUCTION ACTIVITI[SMAY BE SUSPENDED
DURING THE RAINY SEASON (OCT. 1 THROUGH APR. JO) FROM MA Y 1 THROUGH SEP1£MIJ£R Jo, NO
UNWORKED SOIL SHAll REMAIN EXPOSED FOR MORE THAN 1 DA YS RAINY SEASON WORK GUIDELINES MA Y
ALSO APPLY.
II. All AREAS TO BE SEEDED SHAll BE CUlTIVA1£D TO THE SATISFACTION Of THE ENGINEER. THIS MAY BE
ACCOMPLISHED BY DISCING. RAKING. HARROIffNG OR OTHER ACCEPTABLE MEANS, IMMEDIAT£l Y FOllOlffNG
fiNISH GRADING, PERMANENT VEGETATION (CONSISTING Of RAPID, PERSISTENT AND LEGUME) SHAll BE
APPLIED AT A MINIMUM RATE OF 120 POlINDS PER ACRE THE SEED SHALL CONFORM fO THE STANDARDS
fOR 'CERTIFIED' GRADE SEED OR BfTTER. AS OUTlINED BY THE STA1£ Of WASHINGTON DEPARTMENT Of
AGRICULTURE "RULES FOR SEED CER TlFICA TlON, • LATEST EDITION. THE MIX SHAll CONFORM Iff TH CITY Of
RENTON STANDARDS AND SPECIFICATIONS,
12. A MINIMUM J FOOT HIGH TEMPORARY FENCE SHAll BE CONSTRUCTED AROlIND ANY POND USED FOR EROSION/
SEDIMENTATION CONTROl WERE IT CAN BE EXPECT[D THAT TH[ WATER D[PTH WILL EXCEED ONE FOOT.
1J. IMPERVlOlIS SURFACES (ROOfS, STREfTS, DRIVEWA r.s: fTC.) SHAll BE DIREC1£D INTO THE COMPLE1£D
STORM DRAINAGE SYS1£M AS SOON AS POSSlBL£.
14. SILTATION CONTROl AREAS SHAll BE RfTURNED TO ORIGINAL GROlIND CONDITIONS OR BROlIGHT TO FINISH
GRADE AT THE PROJECT's COMPLETION. ANY PERMANENT STORM DRAINAGE FACILITIES USED FOR EROSION/
SEDIMENTATION CONTROl SHAll BE CLEANED PRIOR TO PROJ[CT ACCEPTANCE. SEDIMENT SHALL NOT BE
FlUSHED DOWNSTR[AM INTO EXISTING CLEAN STORM SYSTEM.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEOUA1£ SAFEGUARDS, SAFfTY DEVICES,
PROTECTIVE EQUIPMENT, FlAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE lIF£, HEAL TH,
AND SAFfTY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION IffTH THE PERFORMANCE Of
WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY Iffll REQUIRE CITY Of
RENTON APPROVED TRAFFIC CONTROl PLAN.
16. ISSUANCE OF THIS BUILDING PERMIT BY THE CITY Of RENTON DOES NOT RELIEVE THE OWNER OF HIS
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNEC1£D WITH STORM AND SURFACE WATER DISPOSITION
AND FURTHER, THE CITY Of RENTON ODES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING
AND MAINTENANCE OF THE SYSTEM PROVIDED.
11. All DfTENTlON AND OlITFALL WORK WIll BE COIIPLE1£D AND FUNCTIONAL BEFORE ANY PAVING.
18. SED!AlENT CONTROl FACILITIES SHALL BE INSPECTED WEEKLY OR AF1£R A RUNOFF-PRODUCING STORM EVENT
DURING THE DRY SEASON AND DAIL Y DURING THE WET SEASON. THE INSPECTION FREOUENCY FOR STABILIZED.
INACTIVE SITES SHAll BE OfT ERMINED BY THE CITY Of RENTON INSPECTOR BASED ON THE LEVEL Of SOIL
STABILITY AND P01£NTlAL FOR ADVERSE ENVIRONMENTAL IMPACTS
19. Fll TER FABRIC FENCE TO BE INSTAllED AS DIRECTED BY CITY Of RENTON INSPECTION.
20. MAXIMUM OPEN TRENCH lENGTH SHAll BE JOO'
NW 1/4, NW 1/4, SEC,2D, TWP.23 N., RGE 5 E, w.M.
21. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HElD It1TH THE
CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
22. All LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARL Y
FlAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION.
2J. DURING THE TIME PERIOD OF OCTOBER 1ST THROlIGH APRIL 30TH, All PROJECT DISTRIBUTED SOIL AREAS GREATER THAN
5,000 SOlIARE FEET. THAT ARE TO BE lEFT UN-WORKED FOR MORE THAN 12 HOlIRS, SHAll BE COVERED BY MULCH,
SODDING OR PLASTIC COVERING.
24. IN ANY AREA WICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO fURTHER WORK IS ANTlClPA1£D fOR A PERIOD
JO OA YS OR MOR£, All DISTURBED AREAS MUST BE IMMEDIA T£l Y STABILIZED It1TH MULCHING, GRASS PLANTING OR OTHER
APPROVED EROSION CONTROl TREATMENT APPLICABLE TO THE T!AlE OF YEAR. GRASS SEEDING ALONE It1ll BE ACCEPTABLE
ONl Y DURING THE MONTHS OF APRIL THROlIGH SEP1£MBER, INCLUSlV£. SEEDING MAY PROCEED, HOWEVER, WENEVER IT IS
IN THE INTEREST Of THE PERMI1££' BUT MUST BE AUGt.lEN1£D It1TH MULCHING, NETTING OR OTHER TREATMENT APPROVED
BY THE CITY OF RENTON, OlITSIDE THE SPECIFIED TIME PERIOD.
25 FOR All EROSION/SEDIMENTATION CONTROl PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS
REOlIIRED It1TH A MINIMUM HEIGHT OF THREE (J) FEET. J.·1 SIDE SlOPES
26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. 24 f[ET X 50 fEET X 8 INCH[S OF 4 TO 6 INCH OlIARRY spAllS SHAll
BE LOCATED AT All POINTS Of VEHICULAR INGR[SS AND EGRESS TO THE CONSTRUCTION SIT£.
STORMWATER POLLUTION PREVENTION NOTES
1. NO lIOUIDS INCLUDING PfTROl[UM PRODUCTS, FUEl, SOl VENTS, DETERGENTS, PAINT. PESTICIDES, CONCRE1£ ADMIXTlIR[S,
FORM OILS, fTC. SHAll B[ STORED ON SIT£.
2. All POlLUTANTS, INCLUDING WAS1£ MA1£RIALS AND DEMOlITION DEBRIS, THAT OCCUR ON-SITE DURING CONSTRUCTION
SHAll BE HANDLED AND DISPOSED Of IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER.
J. All FU£LING SHAll BE PROVIDED BY A FUEliNG TRUCK. NO FUEL SHAll BE STORED ON SIT£.
4. All VEHICL[ MAIN1£NANCE AND R[PAIRS SHAll BE DONE OfFSlT£.
5. CONCRETE WASTE SHAll BE HANDLED AS LISTED:
A. UNUSED CONCRfTE REMAINING IN THE TRUCK AND PUMP SHAll BE RETLIRNED TO ORIGINA TlNG BA TCH PLANT FOR
RECYCLING.
8. CONCRE1£ TRUCK CHUTES, PUMPS, IN1£RNALS, HAND TOOlS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS,
RAKES, FlOATS, AND TROWELS SHAll BE WASHED OFF ONLY INTO FORMED AREAS AWAITING INSTAllATION Of
CONCRE1£ OR ASPHAL T.
C. EQUIPMENT THAT CANNOT BE EASIL Y MOVED, SUCH AS CONCRfTE PAVERS, SHAll ONLY BE WASHED IN AREAS THAT
00 NOT DlRECTl Y DRAIN TO NATURAL OR CONSTRUCTED STORMWA 1£R CONVEYANCES
D. WEN NO FORMED AREAS ARE AVAILABl£, CONCRE1£ WASTE SHALL BE DISCHARGED TO A PAVED OR LINED SUMP.
SE[ THESE PLANS FOR LOCATION OF THE SUMP. WAS1£ WA1£R It1THIN THE SUMP SHALL £ITH[R BE NEUTRALIZED
PRIOR TO DISCHARGE TO THE SEDIMENTATION FACILITY OR DISPOSED Of IN A MANNER THAT DOES NOT VIOlATE
GROUNDWATER OR SURFACE WATER OUAlITY STANDARDS
6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SAWCUTTING AND SURFACING SHAll BE DISCHARGED TO FORMED AR[AS
AWAITING INSTAllATION Of CONCRfTE OR ASPHALT OR TO PAVED OR LINED SUMP.
1. W[£l WASH, OR TIRE BATH WASTEWATER, SHAll BE DISCARDED TO THE SEDIMENTATION FACILITY OR TO THE SANITARY
SEWER.
8. APPliCATION Of AGRICULTLIRAL CH[MICALS, INCLUDING FERTILIZERS AND PESTlClD[S, SI/All BE CONDUC1£D IN A MANNER
AND AT APPLICATION RA1£S THAT lt1il NOT RESULT IN lOSS Of CHEMICAL TO STORMWA1£R RUNOfF. MANUFACTURERS'
RECOMMENDA TlONS SHAll BE FOllOWED FOR APPLICA TlON RA 1£S AND PROCEDURES,
9. THE CONTRACTOR SHAll DESlGNA1£ A PERSON AS THE RESPONSIBlE REPRESENTATIVE IN CHARGE Of EROSION CONTROl
AND MAINTENANCE Of ALL EROSION CONTROl AND STORMWATER POlLUTION PREVENTION FACILITIES,
(COREY WATSON (425) 646-41J9)
DUST CONTROL
WHEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT THAT WINO TRANSPORT IS POSSlBL£, THE EXPOSED SOILS SHAll
BE SPRAYED UNTIL WET. BUT RUNOFF SHAll NOT BE GENERA1£D BY SPRAYING.
DEWATERING CONTROL
ANY RUNOFF GENERA1£D BY DEWATERING SHAll BE TREA1£D BY DISCHARGE TO SEDIMENTATION FACIlITY. IF DEWATERING
OCCURS FROM AREAS WERE THE WATER HAS COIlE INTO CONTACT IffTH NEW CONCRET£, THE pH Of THE WATER MUST BE
MONITORED AND MUST BE NEUTRALIZED PRIOR TO DISCHARGE. A DEWA1£RING PLAN MUST BE SUBMIT1£D AND APPROVED BY THE
CITY Of RENTON PRIOR TO DEWATERING ACTIVITIES
GENERAL STOCKPILE NOTES
STOCKPILE AREAS TO BE COVERED WITH VlSOUEEN PLASTIC (MINIMUM 6 MIL.). WHEN NOT IN US£. VlSQUEEN IS TO BE HELD IN
PLACE BY A MINIMUM Of 10 L8. SAND BAGS PLACED EVERY 15 FEfT ALONG THE EDGE AND ACROSS THE PIL£. STOCKPILE
HEIGHT NOT TO EXCEED 8 FEfT.
I
CONSTRUCTION SEQUENCE
(j) SCHEDULE AND AT1£ND A PRE-CONSTRUCTION CONFERENCE It1TH THE CITY OF RENTON.
(j) FLAG THE LIMITS OF CLEARING, INSTAll FILTER FABRIC FENCE WHERE SHOMV ON PLANS, INSTAll EITHER 42' ORANGE
SAFETY FENCE OR Fll1£R FABRIC FENCE ALONG All OTHER LIMITS OF CL[ARING WHERE FlL TER FABRIC FENCE IS NOT
D£LINEA TED.
([) CONSTRUCT THE 1£MPORARY ROCK LINED CONSTRUCTION ENTRANCE.
(}) CONSTRUCT THE DETENTION VAULT. CONTROl STRUCTUR£, OlITlET PIPE AND OlITFAll PR01£CTlON. SEE SHEETS C4.01 ric
C4.J1 FOR DETAILS, INSTAll FILTER FABRIC PR01£CTlON ON NEMY CONSTRUC1£D CATCH BASINS AND EXISTING CATCH
BASINS AS OESIGNATED ON SHEET C2.01.
m BEGIN CLEARING AND GRADING WILE EXTENDING TEMPORARY IN1£RCEPTOR SWALES, BRING THE SITE TO SUBGRAD£,
\:./ INSTALL UTILITIES HYOROSEED AS SOON AS PRACTICAL
® STABILIZE ALL AREAS ONCE FINAL GRADES ARE ESTABLISHED BY SUITABLE APPLICATION OF BMPs BY HYOROSEED, SOD,
OR SIMILAR METHOD. o REMOVE EROSION CONTROl FACILITIES EXCEPT INLET FILTERS (ONl Y WEN APPROVED BY CITY INSPECTOR) o PAVE ROADWAYS
([) REMOVE INlET FIL 1£RS WEN TH[ P01£NTlAL FOR ON-SITE EROSION HAS PASSED.
® CLEAN STORM SYS1£M PRIOR TO USE 00 NOT FLUSH CLEANING WATER DOWNSTREAM.
/fi\ TEMPORARY BMP's CAN BE REMOVED ONLY AF1£R PROJECT IS COMPLETE AND RISK OF SILT LADEN WATER lEAVING THE
'L.I Sl1£ HAS PASSED.
WET WEA THER CONSTRUCTION NOTE'
ALL PROJ[CTS WORKING UNDER A DRY SEASON 1£SC MANAGEMENT PLAN SHAll BE SUBSTANTlAll Y
COMPLfTE BY SEPTEMB[R JOTH TO AVOID IMPL[MENTATION Of RAINY SEASON CONSTRUCTION
REOUIR[MENTS. PROJECTS THAT It1LL NOT BE SUBSTANTlAll Y COMPL[1£D BY SEP1£MB[R JOTH SHAll
SUBMIT A SEASONAL SlISP[NSlON PLAN AND/OR WET WEATHER PLAN PREPARED IN ACCORDANC[ It1TH
THE GENERAL STANDARDS FOR RAINY S[ASON CLEARING / GRADING, FOR APPROVAL BY THE CITY OF
RENTON. AN APPROVED PLAN MUST BE AVAILABLE BY S[PTEMBER 1ST. ALLOW 1 WORKING DAYS FOR
[ACH R[VI[W P[RIOD. TH[ APPROVED PLAN MUST BE IMPL[MEN1£D BY SEP1£MBER 15TH. IF NO PLAN
HAS B[EN APPROVED BY SEPTEMBER 1ST. THEN STOP WORK AND SECURE TH[ SITE AGAINST [ROSION,
NO FURTHER WORK Iffll BE P[RMITTED UNTIL MA Y 1ST WEN THE DRY SEASON RfTURNS,
,
\.
-
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-.
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I
DATUM
NAVlJ 88
BASIS OF BEARINGS
.'
N89'59'25"W ALONG THE NORTH LINE Of THE NORTHWEST OUARTER Of SECTION 20 BfTWEEN
THE FOUND NORTH QUARTER CORNER AND THE FOlINO SECTION CORNER PER RECORD Of
SURVEY RECORDED UNO£R RECORDING NUMBER 2ooo1010129000D1.
BENCHMARKS
~" ~~. '-"'-".~ "'-"-"'-
CITY OF RENTON BENCHMARK NUMBER 418 I<FCEIVED ,
THIS T.£S.c. PLAN APPLIES BRASS PIN IN CONCRfTE MONUMENT FEB 26 Z015 lOCATED AT THE INTfRSECTlON OF SOUTH 7TH STREfT
TO THE DRY SEASON ONL Y. AND RENTON AVENUE SOUTH.
£LEVA TlON J05.80 (9J.21OM) CITY OF RENTON
PlANNING DIVISION
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PROJECT NUMBER
04139M
1'1/
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JOINTS IN FILTER FABRIC SHALL aE SP!.ICED
AT POSTS. USE STAPLES. WlRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS
POST SPACING MAY E1E INCREASED
ro8" IF WIRE BACKI~JG IS UI:$ED
I
I
I
2")'2" BY 14 G1I WIRE OR
E(.lIJIVAl!:NT, IF STANDARD
STRENGTH FABRIC USED
FIL TE~ "B'1'" .--_
BACKFILL TRENCH WITH
NATIV£SOIL
2"x4" WOOD F'OSTS, S fEEL FHICE
POSTS. f<EBAR. OR EQUIVALENT
NOTES
1. CONDITION OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVEHLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S fABRIC SPECIFICATIONS MOST BE
AY8JLABlE ON SITE.
~O,l00mVE Sll~ (O.W-O.15MI\1] FOR SILTFILM
AOS (A~TM 04751) 2Q::!OOSIEYE ~llE (1J.3lJ.O.l%IMj fOR OTHER FA-,!~
WATtR PERMrrTiVlfI' (ASThl 0491)O.OlSEC"'.1 MINIMUM
1WUlS. MIN. Fait EX"fflASrRENGH FA!lfllC ~ll 1£~S.~~~~~~~:~~r~~~ _._ 100 tBL~t!,JQIliT.0NOARD ~§'l~!iu~aRl£._._
G~!J TU,SltE ELONGA"fIDN (ASTM D4S3l) 30% MAX.
tJlTRAVIOlATE RESISTANCE(,\STM 04355) 70% MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE FU:QUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PEH.FOKMANCE WARRANTS A STRONGER fENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2.4 IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOTSE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILr
FENCE.
3. MAINTENANCE STANDARDS
;
i
3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL 00 THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TQ A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING ASA BARRIER TO FLOWAND
THEN CAUSING CI-w-INELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDIMENT
3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAViOlET BREAKDOWN, IT SHAll. BE REPLACED
PUBLIC WQIlKS
DEPAllTMENT
SILT FENCE
2:'1 M ... .x. SLOPE
STD. PLAN -214.00
i-'------------
MAHCH 2008
/ "'" -W~-~lll ~ LEVel BonOM , , Lli i-llIJ; ::-111-11 !-
"
MIN --I -I', , .. ..1111 lie 1'1 ,I II --==rHrrI='!1f"~~' =-!.'--' -""'lIT'-.i 11~j: I~~j IICff j-' 'Ii ,d
.cll' -[lIITII=' ~'~ I! !::-II'-", :III=I !I=ecll !-,-•
,IMIN
! 1-----------_·_-------... --.--.---------,...,
S'II/ILE SPACING DEPENDS ON SLOPE GRft.DIENT
NOTES
1. CONDITION OF USE
1.1. REQUIRED AT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1 1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
AVERAGE stoPE SLOPE PERCENT FLOWPATH LENGTH
20H:1V 3-5% 500 FEET
(10 TO 2OlH:1V 5-10% 200 FHf
f-11:-4 T .. O __ W=)H,,-'1",V--t_-,,10-vc'=5.,.% ___ + ___ ,'",OO .. F,E.~I __
{2 TO 4)H:1V 25-.5a'Ai 50 FEET
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF. BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP.
2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY
3.2 IF THE FACllITf DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
FU[)UC WORKS
DEPARTMENT
INTERCEPTOR SWALE
STD. PLAN -217.10
MARCH 2008
NW 1/4. NW 1/4, SEC.20, TWP.23 N., RG£ 5 £, w.M.
NOTES
~/
\ ~ ~ r;y""/ \,
~~ 1&. ~/ 7'~~~ \ ~~(\.
R '" 25' MIN. .----
DRIVEWAYS SHALl8E PAVED 10 THE EIJGE
or H-O-'/V PRIOR ro INSTALLAHON OF THE
CONSTRUCT10N E'.NTRANCETOAVOIO
DAMM.lir>lG OF THE ROADWAY
11" IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED:SO THAT
HlJNQFF Ll!<AIIIH OFr 'THE P,\O
INSTALL DRIVEWAY OJlVERT IF THERE ~~~ J\
IS A ROADSIDE DITCH PRESENT. N3 ~ 'h?1 tij >.;,~ y
PERClfY ROAD STANDARQS ~ Ji /
4'0' QUARRY SPAllS ./ /~ ~ /
';EO'O<""> _./' ~~ 1V' ~''A
\ ~3"'~ '. V ,~.-/ PROVIDE FULL WIDTH OF
\
12"M!N. TH!CKNESS -~
INGfIE!>SiEGRESS AREA
1. CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
GRAB TENSILESTREBNGTH (AS-TM 04751) 200 PSI MIN.
GRABTEN51lEElONGATION iASTM D4632) 30% MAX. ~~N BURSTSTHF.Nu"TH (A5TM D371J1.i·8iJA) <'looPSI MIN.
AOS (A5TM D4751) 2(}45{U,S.STANDARDSIEVE5IZE)
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1, HOG FUEL (WOOD BASED MULCH) MAYBE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.2, FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE
2.3 WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3, MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN AL TERNATlVE M8"ASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF lHE
ENTRANCE, OR THE INSTALLATION OFTHE WHEEL WASH. IF WASHING is USED. IT SHALL BE DONE ON AN ARL!A COVERED WITH
CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMEN r SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATElY.
3.4. ANY QUARRY SPAlLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S" FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
NOTES
PUBLIC WORKS
DEPAHTMEN'l'
2,1 SLOPES
1. CONDITION OF USE
STABILIZED
CONSTRUCTION ENTRANCE
·1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS.
STD. PLAN -215.10
1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT,
2. MAINTENANCE STANDARDS
2. 'I. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT HIE CHANNEL IS RESTORED TO ITS ORIGINAL
DESIGN CAPACflY.
2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION
HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKEr
PUBLIC WOHKS
DIl PAti'l' Ml';N'l'
CHECK DAMS SPACING AND
CROSS SECTIONS
STD. PLAN -217.40
1-'-------------------
MARCH 2008
NOTES
1. CONDITION OF USE
1,1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLEl"S DOWNSLOPE AND WITHIN 500 FEET OF II DISTURBED OR CONSTRUCTION AREA, UNLESS
THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP
1 2 MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM.
1,3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE.
2. DESIGN AND INSTALLATION SPt;CIFICATIONS
2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONOINGWILL NOT BEA TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE
CURB IS OVERTOPPED BY PONDED WATER
2.2. THE PLA.CEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY
LIMITED AND DISCOURAGED.
3. MAINTENANCE STANDARDS
3.1. ANY ACCUMUlfITED SEDIMENT ON ORAROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED
WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE.
PUBLIC WORKS !I'
DEPARTMENT
i
FILTER FABRIC PROTECTION
\
\,
STD. PLAN -216.20
MARCH 200S
DATUM
NAI-V 88
BASIS OF BEARINGS
N897i9'25"W ALONC TH[ NORTH lIN[ OF TH[ NORTHWEST OlIART[R OF S£CTlON 20 B[JWE[N
TH[ FOUND NORTH OlIART[R CORN[R AND TH[ FOUND S[CTION CORN[R PER R[CORD OF
SURVEY R[CORD[D UND[R R[CORDINC NUMB[R 2000101012900001.
THIS T.ES.C. PLAN APPLIES
TO THE DRY SEASON ONL Y.
BENCHMARKS
CITY OF R[NTON B[NCHMARK NUMB[R 418
BRASS PIN IN CONCR[J[ MONUM[NT
LOCAT[D AT TH[ INTfRS£CTlON OF SOUTH 7TH STR[[J
AND R[NTON AVENU[ SOUTH.
n[VATlON 305.80 (93.2101.1)
RECEIVED
FEB 26 2015
Cli'f OF RENTON
PLAMNIMG DIVISION
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PROJECT NUMBER
04139M
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17\
18
rOUND NORTH QUARTER CORNER
CITY OF RENTON
CONTROL POINT NO. 415
1 1/2' BRASS DISK
IN 4" CONCRETE MONUMENT
DOlIN OJ' IN CASE
FOUND SECTION CORNER
3' BRASS DISK
IN 3" CONC. ~ONUMENT
DOlIN 0.7' IN CASE
l
~U!>PS NEIGHBORHOOD
D£L!VER Y &: CBU PER
C. OR STD. PLAN NO.
NW '4.NW
___ , ___ SHEET Cl32
" PAD
234.0
~---,
SEE SECTION I
A-A ON SHEET I
Cl31 I
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PAD 'I
I I L 233.5 , _____ ----l
:;s J1m:~~~~~'.CW:SCEa4RAVEivUisojjTH=-·-=
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GRADING DETAIL
"=20'
.J
I
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~ 230.1 ------
'4. SEC.2o. TWP.23 N. RGE 5 E w.M.
I
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L=32.23
1--
)
EXIST. DITCH\ \
\ /
\
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SCALE: 1" 40'
o 20 40 80
~! 1-liiiiiIiiiiiiii~1
/
DATUM
NAVD 88
LEGEND
--388--PROPOSED CONTOIJR
--388--[XlSTlNG CONTOIJR
PROPOSED PAVEI/[NT
PROPOSED Ct/RB
~""~"'" .",.""."..","""''''''''' G'i'A VEL ROAD
BASIS OF BEARINGS
N89"59'25"W ALONG THE NORTH LINE OF THE NORTHWEST OUARTER OF SECTION
20 BETWEEN THE rOUND NORTH OUARTER CORNER AND THE rOUND SECTION
CORNER PER RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER
2000101012900001.
BENCHMARKS
CITY OF RENTON BENCHMARK NUMBER 418
BRASS PIN IN CONCRETE MONUMENT
LOCATED AT THE INTERSECTION or SOUTH 7TH STREET
AND RENTON AVENUE SOUTH.
ELEVATION 30580 (93.2101.1)
RECEIVED
FEB 26 2015
ClrI' OF RENTON
PLANNING DIVISION
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PROJECT NUMBER
04139M
.. _----_ .. ------
NW 1/4. NW 1/4. SEC.20. TWP.23 N.. RGE 5 E. w.,w.
I I I
End Wall
250 • ......•................. -.-.-.-... . .. --
TRACT/
LOTLINE
240 -.-. ....... · .. ······1-····
TRACT A
i
l' .
. .
230 i'· ..... -.......................... .
-'-1Il 2% i y .. \ 1-1
0.5 i
. ___ --,iL --. -'-.
SSBL
! li. -....--
i LOT 3
i
.
250
240
230
**Profile view shown from face of wall (as-built)** \
*Plans to be verified by engineer I contractor prior to construction* )1---------------------1
• 1~··\/· /~EX. GRADE
220 ~--..... --.---
'. i
•
i
> ~--' . " '4" i •. ',
.5' Section 7.5' Section
BLOCK LEGEND
!--==-----::c:c---. TYPE DESCRIPTION
1 Full Block
1C FIJII Cap Block
1E Fui! -Fncl Face Block
iF Full Flat Top Block
IFC Full Flat Top Cap Block
2 Half Biock
2C Half Cap Block
10' Section
-Vertical Half Block Corner Stack
I
8.61
.1
815 N.E. 172nd Ave.
VANCOUVER, WA 98684
800-377-3877 PH
360-694,,0281 FAX
DRAWN BY: DATE: 10/21/14
2F Half flat Top Block
.. _------
"ULTRABLOCK PLANS ARE BASED OFF OF CONTRACT PLANS"
*' PRELIMINARY -BLOCK LAYOUTS TO BE APPROVED BY ENGINEER"
"ALL ELEVATIONS TO BE FIELD VERIFIED BY CONTRACTOR" ._--,. . ., .. , ... ,. ..., .. , .. , .. ,. _ .. , . ._,,,... ---'
TITLE: Merlino Short Plat
, .... ---' ML~---, SCALE: NTS
SHEET II: UB,Dl
R/W
ULTRABLOCK WALL DETAIL
NO SCALE
40'
13.5'
2%
EXTEND ASPHAL T PAVEMENT
AND REMOVE EXIST. CURB
8.0'
1-0.5'
R/W
5.0'
.2%
4" THICK CEMENT CONCRETE
SIDEWALK (6" THICK AT DRIVEWA YS)
PER C. OR STD. PLAN 102
L CEMENT CONCRETE
CEDAR AVENUE R/W
SECTION A-A
TRAmC CURB & GUTTER PER
C. 0.R. STo. PLAN 101
ONSITE SURFACING SECTION NOT£: THE SOILS
ENGINEER EMPLOYED BY THE DEVELOPER SHAll
VERIFY AND SUBSEOUENTl Y ADVISE THE CITY THAT
THE INSTAllATION OF THE PAVING SECTlON(S)
CONFORM TO HIS/HER DESIGN.
~;!!J; MIX ASPHALT CLASS 1/2" PG --_. ~
6" CRUSHED SURFACING TOP COURSE --w/// //7//;
--~~J~~J r ~T. SUBGRAOE NA TlVE SOIL OR STRUCTURAL .< "-"--'
FIll COMPACTED TO 95% OF MAX ~ t9 ~:,:}{)!::I;~:~';:/TAI D-1557 ii$?f;)~ ,. , .. ' .' .[ Z/,y)~~~
ROAD PAVEMENT
SURFACING SECTION
NO SCALE
NO SCALE
UL TRA BLOCK WALL
SEE DETAIL THIS SHEET 12' MIN.
WSDOT ACCESS ROAD
SECTIONB-B
NO SCALE
250
240 ...................... .
~ ........ _-----.
~
. . .
. .............. .
, .......................................... . ,
.
........ :'_ ..... _ .................... , •.. ' ... _ ....... _ .... -.i ... -..... _... i...
: i .
. 220
BERM GRADING
SECTIONC-C
1"=10'
HIGH POINT £lEV = 221.99
HIGH POINT STA = 1+05.89
PVI STA = 0+95.89
PVI ELEV = 221.74
20' VC
·i· ............................... ,....... I . ,., 250
.
i
I i 240
t
, .. I
i . : ! .. . ! i i • -.. . .. 1:>.50.' [ . .. i
fiNISHED GRADE: .... ,;.::.;.;.:::-?--"-"';;;!.'_"':':'= [ i
iii ~--..... , :
t ! .. ;---.i.~· i I : , .---r . .~''---'';---i.,. • I! -:L.i. -...... ! .............................. " ....... )
. . . • EXISTING GR,AD[ i!
230
220 [
PROPOS EO SLOPE <
MAX:GRADE OF 35%
,," ........----:-
>:!; C: ,27.92% ::::--r-- .
~. I! i i
i i
. I Ir,: ;;;:j 21~il~~:, •.. 1 ..........•..... ,-,,·, ,'., " ..•.....•.....•.. ---k-'-~q: .... ·1i~ .............•.....•.............................
. i ..---: i
.~
• . . ........ .
0+10 0+20 0+30 0+40
-.--~ . -.. -----,,--.. , .. " .. ~'--r~" _ .. _._-"-... _ ..... _. j ---'---'-~'-~'-~ ~--' --. ""--r---.-.~---
i
0+50
HORIZ. SCALE.: 1 "~!10'
VERT. SCALE:. ,"'; 10'
0160 0+70 0+80
i..! ; i
. ..... .. i .......................... ····i .. ...... .. .. ..... ·····1 ............................. -,---, 210
.
0+90 1+00
I i
I ;
I. -., .. ,' 200 I i
i
!
i ,
-.1
1+10 1+20
······REG~IVED
FEB 2!6 2015
CITY Of ~ENTON
PIANNINQ DIVISION . . .... .. . ..... ......,
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C3.31 16
PROJECT NUMBER
04139M
NW '4. NW 1 '4 SEC.20 7WP.23 N. RGE 5 E W.M
MATCH SIDEWALK
WIDTH -4' O· MIN.
• tiEE CONTRACT PLANS ----.,
3I6iEXPANSION JOINT
(TYe.) -SEE STANDARD
PLAN F·30.10
PEDESTRIAN CROSSING
CLOSURE SIGN
PEDESTRIAN CURB
• SEE NOTE 10
FACE OF
-LANDING
CURB PLAN VIEW
TYPE SINGLE DIRECTION A
PEDESTRIAN CURB
-SEE NOTE 10
MATCH SIDEWALK wort! -4' O' MIN.
SEE CONTRACT PLANS
PEDESTRIAN CROSSING
CLOSURE SIGN
DETECTABLE WARNING SURFACE
-SEE STANDARD PLAN f4S.10
MATCH tilDEWALK
WIDTH" 4' 0" MIN.
SEE CONTMeT PlANS
CURB RAMP
FACE OF CURB RAMP
CURB
PLAN VIEW
TYPE SINGLE DIRECTION B
,. 15'·0" MAX ,"
BUFFER
STRIP
PEDESTRIAN CURB
-SEE NOTE 10
, DETECTABLE WARNING SURFACE
SEE STANDARD PLAN F..Jl8.10
NOTES
1. This plan is to be used where pedestrian crossing in one direcliun is not
permitlBd.
2. Curb ramp location shall be placed within the width of the associated
crosswalk, or as shown in the Contract Plans.
3. Where "GRADE BREAK:' is called Qut, the entire length of the grade break
between the two adjacent surface planes shall be flush.
4. Do not place gratings, JuncHon boxes, access covers or olher appurts".
ances in front of the cum ramp or on any part of the curb ramp or landing.
S. See the Contract Documents for the cum design specified.
See Standard Plan F·10.12 for Cum, Cum and Gutter, Depressed Cum
and GutlBr and Pedestrian Cum details.
6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Delails.
See contract plans for width and placement of sidewalk.
7. The bid item "Cement Concrete Cum Ramp Type ....:' does not include the
adjacent Curb or (Curb and Gutter), Depressed Curb snd GutlBr, Pedestrian
Curb or Sidewalk, or the pedestrian crossing closure sign.
a. The curb ramp maximum running slope shall not require the ramp length to
exceed 15 feet to avoid cliasing the slope indefin~ely when connecting
to steep grades. When applying the 15 foot maximum length, the running
slope of the cum ramp shall be as Hat as feasible.
9. Curb ramps and landings shall receive broom finish.
See Standard Specificalion& 8-14-
10. Pedestrian Curb may be omitted if the ground surface at the bacK of the
Curb Ramp andior landing will be at the same elevation as the Curb Ramp
or Landing and there will be no material to retain.
LEGEND
GRADE BREAK
,.. ,..0-_~ ~ __ """ -
GRADE BREAK " SEE NOTE 8 : c'
SIDEWALK _\ ",
SEE NOTE ~ \,\,
,.. GRADE BREAK SLOPE IN EITHER DIRECTION
GRADE BREAK "
SIDEWALK
-SEE NOTE 6 ~~'"
" CURB RAMP
GRADE BREAK
.. 2.0% MAX.
~
lANDING , ~ DEPl<ESSED CURB & GUTTER
-SEE STANDARD PLAN F·10,12
SECTION 0
"CEMENT CONCRETE CURB RAMP
lYPE SINGLE DIRECTION A" PAY UMIT
-SEE NOTE 7
,
ISOMETRIC VIEW
TYPE SINGLE DIRECTION A
PAY LIMIT
, .
1" RADIUS
CORNER
PEDESTRJAN CURB ........",
90· ANGLE -'
RADIUS MAY
VARY
DETAIL 0
CURB RAMP -
~'~
E:. LANDING
SECTION 0
'CEMENT CONCRETE CURB RAMP
lYPE SINGLE DIRECTION B" PAY LIMIT
-SEE NOTE 7
SIDEWALK-r SEE NOTE 6
CURB RAMP
DEPRESSED CURB AND
GUTTER -see NOTE 5
SINGLE DIRECTION
CURB RAMP
:
ISOMETRIC VIEW
TYPE SINGLE DIRECTION B
PAY LIMIT
(lE;MENT cOr'.Ofi:E.T"
J;~AFf[() qU~!l..lil;lP (\litTl.i:\\Ft.
:D.i!PR!fSiSEi!il. I!l:URS.sSCt\it;N
ATi5Jl?f~WAtL' rlfo,Wlf
~;;~~4 ¥!R(l$lt
STANDARD PLAN F-40.16-02
SHEET 1 OF 1 SHEET
APPROVED fOR PUBLICATION
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RECEIVED
FEB 26 2015
ClfV OF RENTON
PIAN~I/NG DIVISION
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PROJECT NUMBER
04139M
lP~-I C8
/i0'A -i)~((j1
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NW
fA 3+92. 12.15 RT (£1
'4. NW 1. 4. SEC.20 TWP.23 N. RGE 5 E W.M
STA
TYPE 2-48'
SOllO L lIO
PER C.O.R. Sro. 204.10
DATUM
NAVO 88
BASIS OF BEARINGS
N89"59'25"W ALONG THE NORTH LINE OF THE
NORTHWEST QUARTER OF 5£CHON 20 BETWEEN THE
FOUND NORTH OUARTER CORNER AND THE FOUND
5£CHON CORNER PER RECORD OF SURVEY RECORDED
UNDER RECORDING NUMBER 2000101012900001.
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114.'Jo 1,.,\1" (Hijl_
ON SH[ET cr2 (TYP)
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12'-LCPE
SCALE: 1" 40' BENCHMARKS
o 20 40 80 CITY OF RENTON BENCHMARK NUMB[R 418
BRASS PIN IN CONCRETE MONUMENT
LOCATED AT THE INTERSECHON OF SOUTH
7TH STREET
... ' .'-1_1IIIIIIII'
EX. STORM nRAI/N-../
TO REMAIN
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AND RENTON AVENU[ SOUTH.
£lEVA HON 305.80 (9J.210A/)
NOTES
I. UNLESS OTHERfW5£ NOTED, All CATCH
BASINS SHALL HA VE A BI-DIRECHONAL
GRA TE PER C. aR. STD. PLAN 204.30.
5£E SHEET CU2.
2. TR[NCH RESTORAHON PER c.aR. STD.
PLAN H032 ON SHEET CU2 AND c.aR.
TRENCH RESTORAHON AND OVERLAY
REOUIREMENTS.
J. TYPE I CATCH BASINS PER C. aR. sro.
PLAN 200.00 ON SHEET C4.32
4. TYP[ 2 CATCH BASINS PER c.aR. STD.
PLAN 201.00 ON SHEET CU2.
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· EXISHNG GRADE; i !
• [LEVA nON (TYP), .
· . : .. :: : i
................................ 1.......... . ......
.1. .. ........ ( .. : ................ .. ......... : ...... .
, ' . , , . ! . 1 . . ,
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
, ,
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, . ,
6+50 7+00 7+50 5+00
. [%(sbN.G GRA/J.E
. ELEVA fON (TrP)
5+50
. PROFILt.
HORtZ SCALE.' . '''='40' . .. ",':U . r"
........... ~~~~~AL~·' ... ,.~: .. ' .......... , ..................................... REiCEJVEC
. ! . , • • ~EB 26 2015
. Girt OF REI-Hor·
• PlI\NNING DIVISION
6+00 6+50 7+00 7+50
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SHEET OF
C4,01 16
PROJECT NUMBER
041.39M
225
2
210
205
200
- ---------~ -----------------
--
-
7
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DETENTION VAULT-TOP DETAIL
SCAL£' 1"=20'
MottlE(fYP.}
• • •• 5irI0'.REMrOYABl£. , , , ,R,l :rA/~VlNG
INSIOE OROP CONNECTION
PER OETAIL THIS SHEET
, \
'//1'10' REMOVABLE
CRATE
J)
,/
/ I /~
/-",,--,' §XJo'"1?EMOVABLE
I G!f.!TL
f2!'.~VAULT OUTlET PIPE
If 210.0
,1'" ~
) RIM 229.16
6 IE 213.20
'\
NW
" " 6'x7' OPENING FOR MAINTENANCE ~
--------
lB
',,_,_'c ~U~
--
,--...--;
1
ACCESS BETItfEN CELLS ______ ~~~~~g;~;~~~~~~?\~1
7
CONNECT FOOTING DRAIN TO
VAULT GRAVITY DRAIN
"-... OOWNSTREAM OF GA TE VAL Yf'
'\
\
SCALE: 1 " 20'
o 10 20 40
~!~I~I __ !
SCAL£' 1"=20'
, , , , -r' ,FlNI:>HEO GRAN " (rtP.) ••
.....
. . . . . . . . . . . . . . . . . . . ....... . ~."-; .&. · · '±---------L---rrl.-L' , , , , , , " ......... • ••• '.." . ! . . . . . . . . .
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7'
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...... "~;=-,.~V
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6+00
ROElL'
SCAL£.' • 1
SCAL£':. )"=
6+50
""',', , ................
Yf'R,l/CE. • • • • • •
, " 5 [l, ¥,M '0, VT STORAGE • , ,
1+00
-/' , '
, .... rc=~~
GRAOE '
fJ f (T'{P) ••.
. . . .. .!....,..
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, 'QRAIN ' /
, IE 213.2,
, SEDIMENT ST;(}}IAGE
............ OLJ' ....
2+00 1+50 1+00
5 w.M.
215
210
205
200
w.o. SURFACf_
EL. 215.20
12" I[ 213.20
VAULT INLU
l=ft1~
12" IE 220. 70
"RELINER" BRAND STAINlESS
STEEL ADJlJSTABLE ClAMPING
BRACKETS OR APPROYf'O
EOUAL. SEE NOT[ 2
90' BEND
,-.nv< T WALL
,
----,VAUL T OUTLET PIPE
VAULT RESTRICTOR PLAN DETAIL
NOTES:
I. All PIPSE AND FITTINGS SHALL BE SIMALAR SIze AND MA TER/AL
AS INCOMING MAINLlN£.
2. "R£LINER" BRANO STAINLESS STEEL AOJlJSTABL[ ClAMPING
BRACKUS OR APPROYf'O EOVAL SHAll BE INSTALlfO WITHIN 6"
OF BOTH B£lL ANO SPIGOT ENOS OF EACH OROP PIP£. STRAPS
SHALL B[ INSTALLED WITH A MAXIMUM SPACING OF 4 FEU ON
CENTER. BRACKUS SHALL BE ATTACHEO UTILIZING STAINL[SS
STE£L EXPANSION BOLTS. MIN. 2 [ACH AT CONNECTION POINTS.
INSIDE DROP CONNECTION
FOR DETENTION VAULT
NO SCALE
,-1i,£MCIVA8~E GRA TE
f-------IO'--~--_1
RISER £LEV, 222.20----+:+ , ,!.lAX w.s. £LEV, 222.30
'J. 70
%:'1-1--+-1----4" ELBOW WITH 15/16"' ORIFICE
NON-METALLIC LADD[R
STEPS (TYP)
STAINLESS STm STRAPS
fJ 24" CTRS. MIN. -------1
12"x12"x12"x8" ALlIMINW·___..
CMP CROSS
12" I[ 215.20
NON-POUROUS, NON-
SHRINKING GROUT AROUND
PIP[ AS R[O'O (Typ')
GATE VAL Yf' -----'
S[[ ELBOW OETAIL, THIS SHEU
£L. 220.30
++.f-I---4" £LBOW WITH 13/16"' ORIFICE
SEE £LBOW OETAIL, THIS SHEU
EL. 219.20
HANG SHEAR GA TE ROO AND HANOL£.
ON LAOO[R
[l. 213.20
ORILL OR MACHINE ------t::+~~"__.::"_' -"--~-~W
CUT 3/4"' ORIFICE
IN RESTRICTOR END 4' MIN
VAULT RESTRICTOR DETAIL
1"=2' HORZ.
1"=2' Yf'RT.
1"=2' HORZ.
1"=2' Yf'RT.
REMOVABL[ WATERTIGHT
COUPLING (OPTIONAL)
4" ALUMINUM CMP
REO'O £LEV,
6" MIN.I
-'---
ItfLOEO £lBOW MACHINE / I
CUT OR DRIll ORIFICE -I
IN [NO PLATE
6" MAX
ELBOW DETAIL
NO SCALE
NOTES
1. ALL MUAL PARTS MUST BE CORROSION RESISTANT.
STEEL PARTS MUST BE GAL VANlzeD ANO ASPHAL T
COATED (TREATMENT lOR BUTER).
2. PROVlO[ WATER STOP AT ALL CAST-IN-PLACE
CONS TRUC TlON JOINTS.
PR[-EXIST VAULTS SHALL HAYf' APPROYf'D RUBB[R
GASKU SYSTEM.
3. VAUL TS <10' WIDE MUST BE USE R[MOVABlE LlOS
4. PR[FABRICAT[D VAULT SECTIONS MAY R[QUIRE
STRUCTURAL MOOIFICA TlONS TO SUPPORTS 5'XIO'
OP[NING OVER MAIN VAUL T. AL TERNA TlYf'L Y, ACCfSS
CAN B[ PROVIDED VIA A SlOE Yf'STlBUL[ AS SHOWN.
5. ALL VAUL T AREAS MUST B[ WITHIN 50' OF AN
ACC[SS POINT.
6. FOR VAUL TS UND[R ROADWA r.s; TH[ REMOVABL[
PAN£L MUST BE LOCATED OUTSIDE TH[ TRAYf'L LAN[S.
ALTERNA TlYf'L Y, MUL HPL[ STANDARD LOCKING MANHOLE
COYf'RS MA Y B[ PROVlD[D. SPACING OF MANHOLE
COYf'RS SHAll BE 12 F[ET, MEASUR[D ON THE C[NTER.
TO FACllITA TE REMOVAL OF S[OIM[NT. LADOERS ANO
HANO-HOLDS N[[D ONL Y TO BE PROVlD[D A T THE
OUTlU PIPE ANO INLU PIP£.
DATUM
NAW88
BASIS OF BEARINGS
N89'59'25"W ALONG TH[ NORTH lIN[ OF TH[
NORTHItfST OVARTER OF SECTION 20 B[TWE[N THE
FOUND NORTH OUARTER CORN[R AND TH[ FOUNO
SECTION CORNER PER RECORO OF SURYf'Y RECOROEO
UNOfR RECORDING NUMB[R 2000101012900001.
BENCHMARKS
CITY OF R[NTON BENCHMARK NUMB[R 418
BRASS PIN IN CONCRETE MONUM[NT
LOCATEO AT THE INTERSECTION OF SOUTHj~EC
7TH STR[U "
AND R[NTON A Yf'NU[ SOUTH. FEB 26 2015
£leVA TlON 305.80 (93.2IOM)
PLANNING DIVISION
OF
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16
PROJECT NUMBER
041.39M
I' .j.
FRAME AND VANED GRATE
RECTANGULAR AD.JUSTMENT SECTION
#3 ElAR ElICH 'NAY
PRECAST BASE SECTION
/' ....
~r~""
I ".J .1 ~MR"OO' -I '-I: rT
\' ..... , f,I;rJ;"I\ /' /' .... "V ... :-....1/
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
NOTES
~PIPE ALLO"-;';~M
I PIPE MATERIAL I INSIDE
IDIAMETER ~EltJFOFl.CED OR---J 12"--I PLAIN CONCRETE
r--·-·--··--·---~-------------.-
i ALL METAL PIPE 15"
[.~~~~-:~~:~-:;------1;-----
r SOLIDWALLP~'C--------~-
) (STD. SPEC. 9 0/1 12(1) 15 ".0""""'';', ---;;--I (8m. SPEC. !)-OS 12(2)} h
'" CORRUGATED POLYETitYLENE
STORM SEWER P,PE
1. As uG'Ojptable alrumafives to tile rebar sho .... m in tile PRECAST BASE
SECTION, fibers (placed <JCO'Jrding 10 the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with tho minimum required rebar shown in the ALTERNATIVE
PR£CAST BASE SECTION. Wire mesh shall not be placod ill the
knockouts.
2. rne knockout diameter shall not be grea!ertt1811 20". Knockouts shall
havo a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap bE.'Moon the knockout wall "Ina the outside of the pip".
After the pipo is installed, fiJI the gap with joint mortar in accortlance
with Standard Specification 9·04.3.
J The maximtlrrl depth frulll the finished glade to the lowest pipe invert
shall be 5'
4. The fwme and grata mu",t be im;lalied with Ihe flange down.
S rha Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opsning shall be mO<ls1.lred at the top of the pmc<l-st base Sf.'CIlon.
7. All pickup holes shall be grouted full after ihe basin has b€en placed.
8 All gmde rings and castings shall be wi in mortar In accordance With
Standard Specification 9-U4.3.
PUBLIC WOHKS
DEPARTMENT
CATCH BASIN TYPE 1
STD, PLAN -200,00
r---... --.-.-..... -.-.~ -"--.--..
I MARCH 200e
SECTION 0
SECTION (~)
punLIC WORKS
DgPAR'!'MEN'l'
ISOMETRIC
NOTES
SOLT~DOWN SLOT DETAIL
SEE NOTE 1
Provide two slots in the grate that are vertically aligned
1 With the holes In the frame Location of bolt down slots vafles
among different manufacturers
2. Refer to Standard SpeCification 9-0S.1S(2) for additional requirements.
3. Use only on sags snd vertical curbs locations.
4. Unless oiherwise specified, vaned grates shall be used with standard framt:
in the travel way, guller or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
RECTANGULAR BI-DIRECTIONAL
VANED GRATE
STD, PLAN -204,30
MARCH 2008
NW '4. NW 1 '4. SEC.2o. TWP.23 N. RGE 5 E w.M.
NOTES
SEPARATE BASE
PRECAST
1. No stt;pS are re~:JUired when ileight is 4' or le:3$
2 The bottom of the precast catch basin may be skJped i{l f:ilcilitate cleaning
3. The rectangular frame and grate must be in\ltalled with the ilange down.
Tile frame may be cast into tho adjl..ls!ment sectioll.
4 Knockouts shall have a wall thiGlmess of 2" minimum to 2.5B maximum. Provide
a ·1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the g8p with joint mortar ill accordance with Standard
Specification 9-04.3.
o. All gr<lue rings, risers, and castirlgs shall be set in mortar in accordance with
Standard Specification 9-04.3
60"' ! 3('.;" i 42· :>il.'
_-'-"---j_c"._L,"," __ L_ "
64" 54' I 00". I. 54·' 3&" 4S"
91}"" {l0" I 72';-· --00:-~" .. 4&:-______ ____ ' __ ._. _____ L--'=--'_ :-__ J
(j) CQrr~9{1ted Polyclhyle1w S!Oim Sewcl Pipe (.SkI. S,.oo. S-0520)
@(SW.Spec.H151.2(1))
@(StU.S!-'ec. 9 05.12(2))
.~ .'\ + PUBUC WORKS ~f[w ":~ U~a'ARTMENT CATCH BASIN TYPE 2 l--~TIl.-"LAl'I--: 201-00 __
I MARCH 2008
IIOOD
SEENOfE3
(lPENIIIGHEIGHf
1" "IN.
<'RAMS
DETAIL SECTION (~
L_. ______ ~ _____ J _----'
TOP\lEW
FRAME DETAIL
I$OMETRICVIEW
SEE NOTE 1
SECTION 0
NOTES
1. The asymmetry of the Combination Inlet shall be considered when
calculating the offset tii$lance for Ihe catch basin. See SECTION A.
2. The dimensions of the Frame and Hood may vary slightly among dif·
ferent manufacltJrers. The Frame may have cast features intended
to support a grate guard. Hood units shall mount outside ofihe
Frame. The methods for fastening tbe safety Bar I Debris Guard Rod
to the Hood may vary. The Hood may include casting lugs. The top
of tha Hood may be cast with a pattern.
3. Attach t/19 Heod to the frame with fwo 3/4" x 2~ hex head bolts, nuts,
3fld o'lersize washers. The washers shall have diameters adequate
to assure full bearing across tlie slots.
4. When bolt-down grates are specified in the contract, provide twa
holes in the fmme that <.Jre vertically aligned with the grate slots.
Tap each hole to accept a 5/8" .l( -11 NC x 2" allen head cap screw.
lowtion of bolt-down holes varies among different manuradurers.
SS<I BOLT-DOWN DETAIL
5. Only ductile Iron Vaned Grates shall be used.
6. This plan Is intended to show the Installation details of a manufac-
tured product. It is not the intent of this plan to show the specific
detailij necessary to fabricate the castings shown on this drawing
STD, PLAN -203,00
PIJBI1C WORKS
l)EPAR'j'l'.{F:;'l"'i'
OPEN CURB FACE
FRAME AND GRATE
INSTALLATION DETAIL
I--~·-·-··-·--·-·-·-·-·-·-·----
i MARCH 2008
LANE LINE
MARKING
STANDARD VEHICLE WHEEL PATH r --------7'-8"
) " < > (" (
~----¥)~3'~)~--~------~
) . ,. /
, MIN,> »» " . , >.
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
*MINIMUM ACP CLASS 'E' or '8' SHALL BE:
4.5'
MIN.
MIN.
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS -6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS -2" ACP CLASS 'E' or 'B'.
NOTE,
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECnON MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
02 2005 toIOOlFlEO NOTES
07 .2004 MODIFIED NOlES
DATE _~ ___ .. _._. REVISION
ACP Cl.ASS*
6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, .
EDGE OF CURB & GU HER"
OR CENTER OF LANE LINE
CRUSHED I,OCK, FLOWABLE FILL
OR AS REQUIRED 8Y ENGINEER
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR FumaBLE PAVEMENT
ADOPTED
CITY" OF RENTON
STANDARD PLANS
LST DATE: 02/0-5
OWG, NAME, H032 SP PAGE,H032
r----
*2"
SECTION ~)
PC"BUC WORKS
IJI':PARTMENT
2" CL.ASS 'B'
TO 6'"
OR
24'
1
TOP <V
BOLT-DOWN SLOT QSTA1L
SEE NOTE j
SECTION ~)
NOTES
I. Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt-down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3 Refer to Standard Specification 9-05.15(2) for additional
requirements
4 For Frame details, see City of Renton
Standard Plan 204 00
ISOMETRIC
STD, PLAN -204,10
RECTANGULAR SOLID
METAL COVER MARCH ~ooe
-I,:; I"::~;';~ "1 ,,:;, ,,:;t R~~; :~Q~ D
~7~' c~"~~c~!~:
'-6" crWSHED SURF.A.CI~'C; TOP C()U[,SE
L" CLASS ',,. -ll>-~~ --~\ ~ ACP CLASS'
CRUSHED fWOK, FLOWABLE FilL
OR AS F<EQUIRED BY ENGINEER
, FOR M,NIMUM STANDARDS, SEE DWG// HR-05,
SP PACE H032
DATE REVISION BY APr:R D DWG.
TYPICAL TRANSVERSE (-'ATCH
I'OR l'LEXIBLE PAVEMENT
ADOPTED
CITY OP Rfo:NTON
S"TAN0AtlJ) PLANS
L::;1' DATI';: 02/05
NNAE: H032 1 SP PAGE: H0.32. L_.J
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SHEET
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OF
16
PROJECT NUMBER
04139M
------------
sTA 0+82, 9'i: R r.
cONNECT TO EX. 12" TEE
INI2"x8" REDUCER
,Na' GA TE VAllIf "ueM,n
PER e.o.R. sro. PLAN _v_,,,,
ON SHEET C5.
S'
8" N & S
//4 i)"") en Si \J
Ex. STORM DRAI/N-./
TO REMAIN
EX. HYORANf TO BE REMOVED
BY CITY AT (TER DA T£.
0.1
STA 1+45, 7' RT
IN8"x5" TEE IM'~'rll
I N 5" GATE VALIIf fH,'MJI
HYDRANT'
f,Q!!C BLOCKING
, I
s' "; i!/ r)
,)),1 rj[') C fR rHNI
__ 2:..".. __
l-....:::~--
15" IE 227.'§(}-'
I
I
I 3
NW
STA 5+14. 7.0' RT
I N8"x5" TEE (MJxFL)
l N 5" GA TE VAL IIf (FLxMJ)
HYDRANT ASSEMBLY
CONe. BLOCKING
PER e.o.R. STD PLAN NO. Jlal
ON SHEET C5. JI
STA 5+08. 7. O' R r.
VAllIf (MJ)
'4. NW 1 '4. SEC.20 TWP.23 N. RGE 5 E w.M.
_____ ~. / /"1 .... -
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STANDARD UTILITY NOTES
GENERAL
1. ANY DEVlAnONS Rf:GARDING THE WATER AND SEWER IMPROIlfMENTS
SHALL BE SUBMITTEO TO THE CITY OF RENTON. UnUTY DIVISION
ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTAnON IN THE FIELD.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARD
SPEClFICAnONS AND DETAILS OF THE CITY OF RENTON. WATER AND
SEWER SPEClFlCA nONS AND DETAILS SHALL BE THE SPEClFlCA nONS
AND DETAILS IN EFFECT ON THE DA TE OF APPROVAL OF THESE
CONSTRucnON DRA/'(INGS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCAnNG ALL
EXISnNG UNDER-GROUND UnUnEs. CALL UNDERGROUND LOCATE
SERVICE, 1-800-424-5555 FOR unUTY MARKING.
4. NO WORK SHALL COMMENCE PRIOR TO A PRE-CONSTRucnON
CONFERENCE AT THE CITY OF RENTON.
5. COORDINATE /'(ITH LANDSCAPING IMPROIlfMENTS. NO TREES SHALL
BE PLANTED /'(ITHIN 8 FEET OF WATER OR SEWER IMPROIlfMENTS.
WATER
f. ALL FIRE HYORANTS SHALL BE COIlfRED /'(ITH A BURLAP SACK UNnL
THE WATER SYSTEM HAS BEEN PLACED INTO SERVICE.
2. FIRE HYORANTS SHALL BE EOUIPPED /'(ITH 5" LOCKING STORZ
CONNECTORS.
3. ALL NEW RESlDENnAL STRUCTURES SHALL HAIIf INSTALLED AN
APPROIlfD RESlDENnAL FIRE SPRINKLER SYSTEM.
SEWER
I. SIDE SEWERS SHALL HA IIf A MINlAlUM SLOPE OF 2%.
2. NEW SANITARY SEWER MAINS SHALL BE PLUGGED AND NOT PUT INTO
SERVICE UNnL LINES HAIIf BEEN CLEANED. flUSHED AND TESTED.
DATUM
NAVO 88
BASIS OF BEARINGS
N89'59'25"W ALONG THE NORTH LINE OF THE
NORTHWEST OUARTER OF SEcnON 20 BETWEEN THE
FOUND NORTH OUARTER CORNER AND THE FOUND
SEcnON CORNER PER RECORD OF SURVEY RECORDED
UNDER RECORDING NUMBER 20001010.1290.0001.
BENCHMARKS
CITY OF RENTo.N BENCHMARK NUMBER 418
BRASS PIN IN CONCRETE MONUMENT
LOCATED AT THE INTERSECTION OF SOUTH
7TH STREET
AND RENTON A IIfNUE SOUTH.
ELEVA nON J05.8o. (93.210A1)
SCALE: 1" 40'
o 20 40 80
... ' .1-'_11IIIIIIII1
TRENCH RESTORAnON PER e.o.R. STD. PLAN Ho.J2.1
ON SHEET C5.J2 AND e.o.R. TRENCH RESTORAnON
AND OIlfRLA Y REOUIREMENTS.
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EXISnNG GRADE
EL£VAHON (TiP)
0+50 1+00 1+50
.. .... · .... · .. · .. ·i· ........ · ...
2+00 2+50 3+00
.. ...... :
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: !~ <»;t\j
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3+50
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6+50 7+00 7+50
f~ECEIVED
FEB 26 2015
CITY OJ: RENTON!
PlANNING DIVISION
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C5.01 16
PROJECT NUMBER
04139M
Itr
TiT. 1fT Li
EXISTING ',yATER LINE
f"lJ..N VIEW
fESU,C LJETAIL
~
..... _./11 a..~0~:~J-=-J0G ',EW WAI~
'\ ln1c _ '\:.
\ " \ ' \tE!'nCi-\L CROSS(MJ..:""I) FeR POLyDIC,I~I~I::'
111 '\\ ONt BWiD FLANCE Oh TO") WITH :l',AP & 2"PLuG
mil: >::I.IND FlANGE ON [lOTTmA
O~!E (~!J) PLue 'tIml 2" rA~' & 2" fEMI-'ORf\RY llLOW-O;:-,--
iEMI)Oflt,j<:Y BLOCK
-~--, I
"
I '-----EXIST!NG
"-CUT-I~I (BY CllY FQI~CE)
TEE (fLxFL) wi cor.J(: BLGSK
1-GATE VALVE.S (fLx~'J)
2 SaUD SC£EVES (MJ) UR ,,0 ·MAC COUPU~jGS
1-PUJG (f.jJ) W/2"rAf' & [E~lf'. BLOW·-Oi'T
r::MP. BLOCK
WATER UIE
fiNAL CONNECTiON DE.TAI'c_
-W-
A~ I ER ALL -rEsmH" ':L~ANING BY POl YPIG, AND f)1;'INFfCIO~I •
. ~=:t.IOVE TEMP. 2LCCK & BLow-orr &: CONrll,-CT
WITH SLEEVE (MJ) & 0.1. ::;'-'()QLS
fINN_ CQw',E"CnON BY (Wr FOf':C!:S
I I I r-:;XIS,lrJG WilER LINE
(0;i:,:~.,.+ "1.'3. C \Yo"s CONNECTION TO WATER MAIN CUT l STD. PLAN -300.2 "~)~ J:;'A""V:~~~ IN·L1NE TEE & ONE VALVE .-.-...... _-........ --.-......... -
/i\j"f~~" , \lA---{C ~~UlO
L-~~ ________ ~ ________________________ ~' ____________ .J
IJ"x24~ PLASTIC ),1ETER BOX EQUAL oro MIO-'3fA1ES PLi\SliC,
ItiC ocr SERIES MS8(;F '132-1--18 WITH 1.1.Sv ThiCK DUcrl~E
IRON DIAMOND P~A 1E COVa? EQUAL TO MID~Sg rES PLA51ICS,
INC, M'JC3C--1324-R 'NTH ,'\EADER LID A~ID r DRiLLED hOI_E
I"COR roUGHHE,t,D PIT dD (SEE OETp,iL A-A) \\ ~ I ...___-IN UNIMPF<[JVEO f<IGH I or
----':..-WAY INSfALL METER D0X AT
f5. LONG COPPEr~ TAILfJIEC:~. [;J' \
~-. PI.;:OPERTY UiE WITH 12" (.::.
,,"~if1!f;J~/'M~.,f~rtl-I
, \ I /t (I TYPE "K" sor-r ,~h8 .1_ ._,,~>-. ~~.;:::::::"':---=: '-PrrJ=--=_~-=~_ // CUF'PE.H lJ8ING ... " N,:::I~~:f;:Fr/··' I~;~~'~-=--· ---.. "''''c'''c~c~~o~o~/oocco.oo~. . .. 1-
IF smVICE UNt ro hOUSE IS L3/4" OR 1"
TO G[ INSTALl_ED It-l THE FUTURE ';ALVANIZE[)
IN'.;rALL F@[) CI4--,33 OR 44 FIPT PLue
/ x COM"~ESSION COUPLING -----
L L00P DOWN TO CEN TD,n_lt;[
.,/ OF W.'YIER MA!N TO
PROViDE SLACK IN CO:OIPER
/ SER'!lCE L NE TO ME IER
--COPPfRSETFR fOR 5/8";.(3!~/ METt0' __ FORD
L C<)flPORATIO~1 SfOr '/ilTH BALl_ VALVE. FORD
T,lPER[f) IHHEA[) (ce). UL--I':.:I< ,JOINT
vEJH72 15'1/ 41 33G, OR McDmlND t]1{AS5: 21 215WCUQ3J, OR
MuELLEr<: J/~-B-24--'O -2 'hlTrf ,\NCLE BAl.L VP.LVE ON INLET AND
SI~lGLE CHECK V,~LVc. O~J OUn.C:T
C::X'PERSETrF.R FQf~ 1" W,H:,,: FORI) VdH72-15W-44-44C, or;
McD%A.LD BRASS: 2·1·-415W86Q44, OR MUELLEI{: 1-13-:2470-2
BOTH 1~.jLET AND CUTLET WITH QJICK JOINT. 'JADI._OCr.: WiNGS ON
INLET I\NGUe 8N~ V!,LVE AND SINCLE CHECK VA'-..VE mJ CUT~J::T.
(:5/4" FB1000<5-Q) OR I'IY MCDOI\t.! D 1-701B
(l U FB IOOO-4-Q) OF< AY ,\>ICDONl'.LD 4-1018
NOTE:
ALL FITTINGS SHALL dE VlllH QUICK ,JOINT.
ALL ME1ER BOX[S INSTALLED 'tIITHI~1 CONO:':DE QR PAVCO LJHI'~EV!AYS SHALL BE
CAST--IrWH [QUAL ro OL YMPIG FOUNDNU. EXr'AI'-lSION JCl;~nS MUSH BE INST/,LED eN
[JOTH S'DES OF METER 80X.
A --A, / --LiRI~L. 2" [.JIA, IICL[=" fOR FliP (A'JTD'-1ATIC ----(-.21_n~l: L:,ml< "'AD) IOUCHRE,D DE"CE
I 2-1/2" MIN, FROM NEAREST
AND FRONT EDGE OF PIT LID
-) -tUPI~~--1
RIB
~IOTE:
Tl--lE CENTER OF THE HOLE .\1U5T tJE t.r LEAST j" mOM
UNDEH~IEATH PoiGS UNLESS n-1E l~iB Srl\C!t\G ALLOWS THE
NUT TO liGHTEN AGAiNST mE: CPEN SiDE OF MORE mAN
ONE. me.
I
%" AND 1" WATER SERVICE STD, PLAN -320.1
--_.------_.---..
cc.l.i ___ " __________ _
NW 1/4. NW 1/4, SEC.20, TWP.23 N., RGE 5 E, WM
EXISTI~IG EE. DEAD [NO LINE, CAF' OR PLUG
DO rWT DISTURB !3!JJCf(li\G
">'"
'"
I
VERTICAL CI<OS5 U,IJxFL) ,OR POLYPICGII'iG
l-BUND FLANGE ON TOP 1v.T" 2"TI\.o & 2"PLlJG
l-rL_IND FLANGE Of'i BOT!·OM
!-PLUG(MJ) W/2"IAP & 2" BLOW-OFF
TEMP. BLOCK
NlW WATER u~)
EXI~T. WATER UNE L. -j--j@E-/
"JU-=j ,C wo"{--(s
:J:::J.r\~"--'\1=\;""
~\ '" w,," ,,~""" "' ~m'," '"' "","CO," REMCJVe T~MP. GLOCK & Gl OW-Or! & COi'iNECT
TO i::XISTING \NATEf~ Ui'l[ WiTH SLEEVE (MJ)
,aND 0.1. SPOOLS
Flrll-.l. C()II~ECTiOI, BY CITY FOPCES
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
STD. PLAN -300.5 _ ..... ------.--------/
l i
_. ___ . ___ !':0'~_. ____ J
--_._--
0i);:WE r--O(JrIDA1'(+1 ---~----------------
FOR 3/4-" A,ND 1" SERV:cr: (.3/4" SHOWN)
Cf~I~~~;L~~~~:)=~~;~----:L~~\;=···!·~~~:-~---~-~---~-~==:~:-~--~==~~: ····-40I~-~:~1 FU~JCnON
Tljt-Fu~lCnON OF A PRESSURE REDUC:~jQ Vi',L',E is TO REllUCE
HIGH-WATER PR[SSvr~ES IN THE :'Ei'VlCE CONNEcnO~1 "TO AI·:
ACCEPTABLE "NICE OF 55 TO 75 PSI 1,'jSTALLAnC~j OF A
PRE$SUIE W'[)UC1NG VALVE IS REQUiRED WHEf<E THE SERVICE
r.omu:.crroll PRE$SUIlE EXCEEDS Sf) PCUIWS PE~ 3QUARE INCH
It-l ACCOi1DMICE TO THE IJN,FCRM PLUMBiNG CODE.
2 :3/"''' Pt\';Ki~C JOltH COUPLli\G W/MALE IROh PIPE 2 EA. i
THREAD FOR CQPp[T~ PIPE SER'/!CE: FOR) C84-<~3 OR
HlUIVALENT FOR 8Ai.VANIZF.D PWE "ERVICE: f-"ORC C85-:SJ
OR EQUIVAI.i"NT
PRESSURE: RFDlJCINC VALVE w/sn-<.AII"IEq -3/4"
WITH lJNlm: couPUt·JGS /, r INLt-:T MiD OUTLET,
'.'I!LKI~jS aou Sli<IJ::S OR EQUAL (WlHi INTERN ilL BY;~I-\SS
AND S II'U"IHER)
4 3/4·' CLOSE UNiO~l -gRASS (M X n
5 3/4» BRASS Vp,LVE
6 12" srANllARD MElD, BOX W/SOuD COVEr<
CO!~CRETE: 17 1/4 X 28 5/8 i~;SIDE DII,'EI',S,ONS, EQ0AI_ TO
Foe TITE METER StAt.. co. +2 PLA:jliC: IS x 24 :i 1,""SiDE
LlIW:NSIQN.3, EQUAe. TO BROO"S METER BOX
J/4~ GAt_VAl'll ZED SiLl:L PIP=:, HII{EAlJlD, i_ENCHI AS
REQUIRED
1 E.£\.
1 EA.
VARIABL:::
, LA.
VA~IAfjlE
1 tA
I EA. i
_____ ~~~~_I~~..J
INSTALLAllCN
THE PRESSIJRE REDUCING VALVE. SfIALL. BE LOC/,:W Q~I
"[lit": CUSTO!.iER'S PROPERTY "DOWNSTRE/M' OF THE
METER BOX. RESPCJNSI8!UTY FGR ?RO?ER INSTALL.ATIO;l.
CPERA'nON, ANI) M/J,INTENANCE Or-1--1E VALVE SHALL 8E
ASSIJIEO BY THE CLiSTOMER. THREE P05SIBI_E
CONf-IGUI-!A110f,S FOil IW3TA:..LJ\TION OF THi' VALVE r\R~
SrlOl',N ABOVE A BUILDlIlG LJEPAfnMEHT pl.UI.mIN(;
PERM,T IS REQUIR"D PRlOR TO INSTAUATlI}N
%" & 1" INDIVIDUAL PRESSURE REDUCING
VALVE ASSEMBLY
STD. PLAN -340.6 _ .. __ .... -._._ .... _.
\fA~C 2010
TEMPOP.Ar~Y 2" GAlWNIZED PIPE
AND 2" GATE VALVE
VERTiCAL C,~OSS FOF POLyp!GGlr~G STATIO,"J:
51LI:: OF '1I.J<I'CAL CROSS 'jl,,'lLl tJE THE SAME AS SIZE Of MAIN LJNE
vr!',fiCi\'_ CWJ';;S (M,J X FL.)
ONE 81Jt·:~ flANGE ON TOP OF CROSS WITh L" TAP & 2' TEMT'OI-<ARY BlJJW-OfF ,lSSEMBl.Y
(H,,-MOVE BLOW-OFF ASSEMBLY AND li1STALL 2" PL~G "HER REMOVAL OF CU:Ai'i!NG "POL'f-PV;")
Qt.JE BLI!>;::) FlANGE ON BOfTCM OF CflQSS
ONE f'L.l--G (M,J) ml END OF CROSS
C%8RE1E 5LOCKItJG
,\lI_ LlEI:J~!S AUO POL.'r?iGS SHIH 8E RE.MOV[D rrWM SL:fAi-' OF' VEIHlCh. CROSS fEFORE
CISII,;fECTiON Of-NEW VIATER MAIN
:JU3-, C WO--:-~·G3
.J....;--} 1\ -={ 'V _-: \j'"
POLY PIG STATION FOR CLEANING OF
WATER MAINS
STD. PLAN -300.6
--.-------------1
V Ii i.e: 2010
!-IRE -j,(DRANT SHAI_L BE GOFWY-T(PE EQUill TO IO\f,',\ r~_5110 OR
COMPRESSIO~I TYPE SUCH AS CLOW MEDALLION; M & H 929, ~AU[LLER
SUP[f~ CCN'llJRlCN 200, ill'lD WA :U';OUS PACm I'll ff-l 6" MECHAN!CAL
JOINT iNLET W1TH LUGS. 5-1/4" MAIN VALVE OPENING. fWO 2-1/2"
HOSE CONNECTI8NS NAT10Nt,L STN1DARD THREADS. 4u PuMPER
CONi,tECTION C-W OF SE/\TT!E IHRt:ADS i',rcH A SrCRZ ADN'TOR,
4.875~ 3E,QTlE THREAD X S" STGr?Z, ATTACHEI] WITH 1/8" STAli~LESS
STEEL CABLE:. 1-1/4~ PE:N'ff\GON opm!, riNG NUT, FII·E HYfJRA!'lT TO
BE F'Nt-:TED WiTH TWO COATS OF F",'\INl. KELLY-MOOR:::jPRESERVATIVE
P;l.JN I NQ. 0180-563 DTM ACRYLIS GLOSS, SAFETf YELLOW OR
A?PROVED EQU.'\L PI,J!vIPER CONNECTION TO FACE ROADWAY OR ,.\3
OIRt::CIUJ 8Y RENTON FIr~E. DEPARTMEtn. r-IRt: HYDRANf EX!E:Jl~ION TO
. BE USED IF" REQUIRED. '--------------y-----_. __ ._---------------_/
I
I CURB m 12' !:L lII"·lD BACK OF
_--, 3' -, SIDEWALK THAT IS ADJi\CENT TO
, r'-r MIN 16" fa 20" B:::IIIND [lACK OF
l I CUR"
" /_.-+e/~' x 5' STOflZ 1---TWO-f-'IECE CAsr IROti VALVE BOX l'iHH lUG \ I ~ I 5).;5'~6" TIIICK CONCREfE PAD f\ROUI~D Tl'P: ceVER. [QUAL TO OLYMPIC F'OUNORY CO.
'tfi:', /[HfDflNJI FINISil ro V!\TCH-SIDEWALK. STANDARD 8;' TOP S.-::C1l0:\l ,ViTI-I HECIJLAR BASE
~ --EXPNJSIO'J JOI"H AT SF:GrION LEt·JG-nl TO FIT. VALVE ;\lUT fXTENSIC,\1 lJ" / AS REQUIRED. 2"-0 J 8ACK OF SIOF"WA!:< 1 F::::OI\CK,,-TE SIDEWALK /-------" RAISED PAVEMEN [" MARKEH ryp[ 83-A __ ...;,= ./, ClR PLANLM; SlRiP .>IH~:'ONITE WlO-WN' 3LUE REFllCllVI::: L~r"R';;;t";;~~:;;:l';;;';~;;;Wf'IT),"" ~ -~.->.i J. "a0~1t¥*;< ~~~ !'!'~I /~;c' 36" M,N :i l' ~~
/& ,..,!~;=;j ~~;
I~'\~ ~ ~ .. ~~ COLYER &1, ~ CONCR,E BLCCKING
!if ;~17"ii~' .----=-=i 'O~Ii~~
CONCRETE ~ ~r; j;gp,' 11 ,,'
rHRIJST BLOSi< ~.~ ';;k.~:~~~;'~l'?<:'~~ \" ~ -MAIN LINE TEE, WITH 6" Fl.NIGE SIDE 0U1U;:T. t~~~r't'1fl'..., "',,-',----6" GATE VAl_Vi': (FL X W) I\WNA C---508, RESILIENT SEA 1
'""'" 0" DUC"IIL[ IRON PIPE, CLASS ,52 CEMENT LiNW, LENGTH fO FIT
"" 2-3/1" COR-TW srEE'_ fiE RU1.JS.
10" x 3" :< 4" MINI.WM -''--1/2 YARD OF 1---'1/(," WASHED DRAIN ROCK
CONCf~EE BEARING ,. ABOVE 800T FLAiKE. PLACE 8 MIL
BLOCK U~jDU-{ f-j'lJRNl r POL. YETHYLGJE FILM ARCUND TGP AND SJlJES OF
Gf-<AVEL
U" )-:~)i\~r'\1-:-~'r'
FIRE HYDRAIH !\SSFIv1BLf
L-· LEVE.L ALL GROlmlJ
MIN :r f~ACIUS
ONE MAN
rl" IiOCK~\'. 61=
6 ~ ~"i L 6" conCRETE PAD
/' ---'
FIL_L
tLYDRNl.I .. LQC1~IION I~I CUlOR FIL.l.
FIRE HYDRANT ASSEMBLY
STD. PLAN -310.1 a'p .. ,.:" "'~ ·'U3 .• C IY(H,S
>'N,\'O'-: C-...c=0-_-""c, _____ ...L _________ ._. ___ .•. _. ______ .L1 __________ .J
RECEiVED
FEB 26 2015
CITY OF r~ENTOi\J
PLANNING DIVISION
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PROJECT NUMBER
04:1.39M
RECESSED
LIFT POCKET
%" -11 N.C. SOCKET flO
SCREW 1 X" LONG
(BRONZE OR S.S.)
+l~ilI+--. >-+-<--i+'@l-ii+-W x 2" RAISED PADS
-12 JI," -----I
14"
11 "
~---12 )\" ----.;..1
14"
CAST IRON RING AND COVER
t
1--
6" CONCRETE
CLASS 3000
45' (1/8) BEND
TiGHT
PIPE MA TERIAL AS sr'ECIFIED
BY THE ENGINEER
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND CO\,[R.
PUBlJC WORKS
DEPARTMENT
8 OR 6 INCH CLEAN-OUT
FOR SANITARY SEWER MAINS
STD. PLAN -403.1
SEPTEMBER 2011
· ,
NW 1. '4. NW 1. '4. SEC.20 rWp.23 N. RGE 5 E w.M.
z
" 3'-0" b :"----_ .. -fU1URE
I.11.~:::::6="=8=U=I~=I=NG==S=EWE==R=p='=PE==:::::::~~::r;cm::::::::::=1D BUI~ING SEWER
~ ~ 6"X6"X6" "~E '~2"x 4" STUD MARKING POST PAIN lED
TEE WrIH 6" SIDE OUillT , "'_ WHITE WlTIi THE WORD ~SEVIERo STENCILED ~ StlRFA1CE CLEA~OUT WITH IN 3" HIGH BLACK LETTERS AND #6 WlRE
w CAST ,RON RIN", &: COVER WRAPPED AROUND THE STUD AND
a.. (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD ~ 2975 OR APPROVED EQUAL, "
a.. SPECIFY "SEWER" ON LID,
6" SIDE SEW£R AND BUILDING SE'lI'£R SEE STD. PLAN 403.1 FOR
INSTALLATION)
NOTt;;;
1,3,5 MIX
CONCRETE
BLOCKING
ACCEPTABLE PfWCEDURES FOR SIDE SEVvER CONNECTIONS TO MAIN
UNES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN -CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW fEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRE'TE MAIN -CUT IN A NEW SECTION OF SEWER MAIN VilTH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN -COHE-DRILLED WiTH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS.
D. DUCTILE IRON MAIN -CORE-DRILLED WlTIi A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION -ALL CONNECTIONS ro MANHOLES SHALL BE
AT MANUFACTURED KNOCK-OUTS OR THE
SmUCTURE SHALL BE CORE-DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
HORIZONTAL
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN
CONCRFTE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
TYPICAL SIDE SEWER ELEYAIJQbI.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LO\NER
n,AN THE LOWEST HOUSE ELEVATION, WHICHEVEr~ IS LOWER.
PUBlJC WORKS
DEPARTMENT
STANDARD SIDE SEWER
INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
STD. PLAN -406.1
JANUARY 2013
2" CLASS 'B'.-/
"2" TO 6" CI.J\SS 'E'
OR CLl~\SS
r\I\IN ------
2" DEPTH (JI'
\
\ .. --FACE OF CURS 8[1
fTJGE OF rAVEMENT
LINE
LANE LINt.:
GRI~,m OF< SAWCUT AHJ REMOVI~
'* FOR k4It~IMUM STAi\IDARD::;, SEE DWGII Iln-05,
~::lP PAGE H0:52
(;7/2004 MQD!fiHl ~iOT[S
DArE RE.VISION BY PPR'f)
IUP COURSE
TYPICAL TftANSVlmSE PATCH
FOR FLEXmLE PAVEME.NT
ADOPTED
Cl'jrt 01<' Rill-l'fON
STANTJARD PLANS
lb'T DATE: 02/05
OWG. I\lAME: H032-1 SP PAGE: H032, 1
-------------------------~
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"-
STREET TREES LOCATED -~
IN PLANTER STRIP
IftTHOUT EXISTING
UTILITIES TO BE
CENTERED IN PLANTER
STRIP (JYP.)
PROJECT NOTES
S1lI££l 1lI££ PlANTING:
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--, ·x-:--.~~~ '_ .;
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S1lI££T 1lI££ lOCAlICW IS APPI/OXIIIAl£. AO.HJST AS NE£DED QUE TO
CO/Ifl.IClS WITH UT~llI£S ANO/OII OTH£1I oeslfIUCnONS £NCOUNl£1I£D.
ROOT 8ARfI1£R TO 8£ USED WllHIN All PlANl£1I SlRIPS CONTAINING
S1lI££l 1lI££5.
, ,'.
\ , \
" ' , ,
150
" ,
NW
<2) STREET TREE
(Typ')
GROUNDCOVER
(Typ')
,------SHRUB (Typ') EXISTING STORM
LINE TO REMAIN
1ft THIN PLANTER
STRIP
\------;--l
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3
STREET TREES TO
BE PLACED 25'
FROM BACK OF
PLANTER STRIP
L~ _____ _
210 .-,
200
190
180
170
,-------,
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.IRACE'A.
RG£5 w.M.
';'j4'---------,/
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,------10' STREET
FRONTAGE BUFFER
I I
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"----x-·~
, '"
~-EXISTING STREET
LIGHT (TYP.)
220
210
200
'" 190
180
170
160 •
• 150
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TREE (lyp')
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~-BEGIN SPLIT
RAIL FENCE
~-BEGIN SPlIT
RAIL FENCE
,,--GRA VEL ACCESS
DRIVE
,,--RETAINING WALL
END SPLIT RAIL
FENCE
END SPLIT
RAIL FENCE
RECEIVED
FEB 2 Ii 2015
CITY Of RENTON
---OIiiiiiii ... i~;-""~
SCALE: 1" 30'
o 15 30 60
~! .-r-I_ ..... I
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 938
SHEET OF
L2.01 13
PROJECT NUMBER
04139M
PLANT SCHEDULE
TREES BOTANICAL NAME COMMON NAME SPACING COMMENTS
8 ACER BUERGER~NUM TRIDENT MAPLE 1.5" CAL. MIN. AS SHOWN STREET TREE QUALITY
4 MALUS X 'RED BARRON' RED BARRON CRAB APPLE 1.5" CAL. MIN. AS SHOWN STREET TREE QUALITY
SHRUBS
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GROUND COVERS
·-->,/--"J"--'V·-....
·~·/'·'v· --./'-~
QTY
87
24
77
18
BOTANICAL NAME COMMON NAME SIZE
DAPHNE ODORA 'AUREOMARGINATA' WINTER DAPHNE 2 GAL
EUONYMUS ALATUS 'FIRE BALL' FIRE BALL BURNING BUSH 5 GAL
PIERIS JAPONICA 'CAVATlN£' LILY OF THE VALLEY BUSH 2 GAL
RHODODENDRON X 'ARNESON GEM' ARNESON GEM AZALEA 5 GAL
QIX BOTANICAL NAME COMMON NAME
3,594 SF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4" POT
726 SF FESTUCA IDAHOENSIS IDAHO FESCUE 4" POT
267 SF LAVANDULA X INTERMEDIA 'GROSSO' GROSSO LAVENDER 1 GAL
GENERAL LANDSCAPE NOTES
SPACING COMMENTS
AS SHOWN FULL & BUSHY
AS SHOWN FULL & BUSHY
AS SHOWN FULL & BUSHY
AS SHOWN FULL & BUSHY
SPACING COMMENTS
12" O.C.
12" O.C.
18" O.C.
I.) THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACHCES AND HAVE THE
NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK.
2.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTfiER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE
WORK. .
3.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECHON OF ALL unLinES AND USE CAunON WHILE EXCAVAnNG IN ORDER TO AVOID DISTURBING ANY
EXISnNG UnLinEs. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFlICTS. IN THE EVENT OBSTRUC170NS ARE
ENCOUNTERED DURING PLANnNG ACHVlHES, ALTERNAnVE LOCAHONS MAY BE SELECTED BY THE OWNER's REPRESENTAHVE.
4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRADES AS REQUIRED.
5.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIES VARIETY, QUAN17TY AND QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS
ON LANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER's REPRESENT A nVE IMMEDIA TEL Y AND PROVIDE THE NAMES AND TELEPHONE
NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBsnTunONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OWNER's
REPRESENTAnVE OR LANDSCAPE ARCHITECT.
6.) ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER's REPRESENTAHVE PRIOR TO PLANHNG. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDmON
OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIAIION (ANSI Z60.1).
7.) THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNnL OWNERS FINAL ACCEPTANCE IS RECEIVED.
8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAunONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC..
DURING CONSTRUCnON.
9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXlSnNG CODES, LAWS AND ORDINANCES RELAnNG TO THE WORK REOUIRED ON SITE, AND
SHALL COMPL Y ACCORDINGL Y.
10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE MET.
!!.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTAnVE SOIL SAMPLES TO THE OWNER's REPRESENTAnVE FOR TESnNG BY AN APPROVED SOIL TESnNG
LABORATORY. AMENDMENTS SHALL BE ADDEO TO THE SOIL MIX AS RECOMMENDED BY SOIL TESHNG LAB.
12.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1': ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH
SURFACE FREE OF DIVOTS OR MOUNDS.
/3.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH BELOW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MULCH AND/OR SOD INSTALLAnON. GRADES SHALL
BE SET J" BELOW ADJACENT HARDSCAPE SURFACES FOR PLANHNG BEDS AND /" BELOW FOR LAWN AREAS.
14.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2" DEEP LAYER OF MULCH IN ALL PLANnNG BEDS.
15.) MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWOUST &-SCRAP LUMBER FIBER, TRASH, INORGANIC
MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH.
16.) FERHLlZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANAL YSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERHLIZER
SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER's RECOMMENDAHONS AND SOIL TESnNG LAB's RECOMMENDAnONs.
11.) WORK AREAS TO BE KEPT NEA T AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALL nMES DURING PROGRESS OF WORK. RAKE BEDS NEA TL Y TO AN EVEN FINE GRADE
AROUND ALL PLANTS. ALL PA VED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH DA y's WORK OR MORE FREQUENTL Y AS REQUIRED. ALL PLANnNG
AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT IN A NEAT AND CLEAN CONDmON UPON COMPLE17ON OF JOB.
18.) IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANnTIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANnnES ON TH[ PLAN SHALL GOVERN.
19.) PROPOSALS FOR PLANT SUBsnTunoNs, LOCAnON ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIA nONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE
RESPONSIBL[ OFFICIAL
20.) DRAINAGE: CONTRACTOR SHALL NOnFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXlSnNG ON-SITE AND PROVIDE CORRECHVE DRAINAGE PLANS
PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSlnVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS
SCOPE OF WORK. ALL PosmVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALL NOT CREATE DRAINAGE PROBLEMS OFF-SITE OR IN
OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDmONS SHALL BE CORRECTED AT THE CONTRACTOR'S
EXPENS[
21.) LAWNS SHALL BE HYOROSEEDED WITH "SIGNATURE" AS SUPPLIED BY JB INSTANT LAWN OR APPROVED EQUAL THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS
THA T READ "KEEP OFF NEW!. Y SEEDED LA WN AREA:
RGE5 w.M.
r--PLANT
SET CROWN OF PLANT AT
FINISHED GRADE
2" LAYER MULCH;
TAPER TO CROWN
SAUCER 2" HIGH 1 ~~oo~
~~~~rC'~2'F):j~~~~-ROOTBALL
I 1/2 x TOPSOIL BACKFILL &-FERnLlZER
ROOT BALL ROUGHEN ALL SURFACES
~ ~ffl
11/2 x
ROOIBALL
DIA.
t l l 11 1\
2 x ROOT BALL DIA.
SHRUB
NO SCALE
PLANT (SPACING
PER PLANT TYPE;
SET SCHEDULE)
------CUT NEW ROOT MASS
TO SnMULATE NEW
ROOT GROWTH
UNDISTURBED NATIVE SOIL
TO AVOID LANDSCAPE INTRUSION INTO
PATH WIDTHS THE FOLLOWING CENTER OF
PLANnNG SPACING OFF-SETS FROM EDGE
OF ALL PA THS, DRIVES, ACCESS ROUTES,
ETC. SHALL BE MET:
• GROUND COVER: 18"
• SMALL SHRUBS (MA TURE SIZE UNDER
J' TALL): 2.5'
• MEDIUM SIZE SHRUBS (MA TURE SIZE
FROM J' TALL TO 6'): 3.5'
• LARGE SHRUBS (MATURE SIZE OVER
6' TALL): 4.5'
• '"
PLANT LA YOUT & SURFACE TREATMENT
CONDITION I:
INSTALL ROOT BARRIER
MINIMUM OF I' AWA Y
FROM EXISHNG STORM
LINE AND INSTALL TREE
MIN. OF 2.5' FROM ROOT
BARRIER.
NO SCALE
CONDmON 2:
INSTALL ROOT
ON BOTH SIDES ~
PLANTER STRIPS
8' PLANTER STRIP
STAKING NOTES:
RUBBER HOSE A T TREE; HOSE
SHALL BE LONG ENOUGH TO
ACCOMMODA TE I YEARS GROWTH
ANO PROTECT TRUNK FROM
DAMAGE OR CHAFING &-ASSURE
PROTECHON OF BRANCHES.
3 HARDWOOD STAKES OR OTHER
APPROVED MATERIAL; ALL STAKES
TO BE DRIVEN OUTSIDE THE
ROOTBALL, AT 120' SPACING &-INTO
UNDISTURBED SOIL A MIN. OF 6':
GAL VANIZED WIRE OR CABLE; TWIST
WIRE TO HGH TEN ONL Y ENOUGH TO
KEEP FROM SLIPPING (ALLOW FOR
SOME TRUNK MOVEMENT).
.J'MIN.
t
22.) OWNER SHALL APPROVE PLANT MATERIAL &-PLANHNG BED LOCAnON PRIOR TO INSTALLAnON. ALLOW 24 HOURS MINIMUM NOHFlCAHON FOR INSPEcnON REOUEST. PLANT
MATERIAL THAT HAS BEEN APPROVED FOR INSTALLAHON SHALL BE PLANTED WITHIN 24 HOURS. INSTALLAnON SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDmONS
WITHOUT PRIOR APPROVAL OF THE RESPONSlBL[ OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED-IN, KEPT MOIST
AND PROTECTED AT ALL HMES FROM EXTREME WEATHER CONDmONs. PLANTS SHALL BE STORED AT THE SOLE RESPONSIBILITY ~ THE CONTRACTOR.
EXISTING SlOJI(M-J
DRAINAGE LINE (Typ') 1 1/2 x ROOTBAll OIA.
23.) TREE PITS SHALL BE A MINIMUM OF TWO HAlES (2x) THE DIAMETER OF THE TREE'S ROOT MASS. ADDmONAL AERAHON MAY BE REOUIRED AS DIRECTED BY THE RESPONSIBLE
OFFICIAL. ADO WATER TUBES TO THE TREE PLANnNGS IN PAVED AREAS.
24.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTUR[
25.) SELECHON OF APPROPRIATE SPEC/ES AND PLANnNG CONDmONS SHOULD ENSURE TREES 00 NOT DAMAGE SIDEWALKS OR CURBING WHILE snLL BEING CONSISTENT WITH THE
APPROVED LANDSCAPING CONCEPT OF THE DEVELOPMENT AGREEMENT.
26.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MOR[ THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE
REPLACED AT CONTRACTOR's EXPENSE AS DIRECT[D BY THE RESPONSIBLE OFFICIAL.
21.) TREES, SHRUBS AND GROUNDCOVER LOCATED ON PROPOSED LOTS SHALL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100%
DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGAnON FOR THE FIRST TWO (2) YEARS OR UNnL ESTABLISHMENr
-"--,.~~~
NOTE:
I. ROOT BARRIER TO BE NOS, MODEL RP-245O, OR APPROVED EOUIVALENT
2. INSTALL PRODUCT PER MANUFACTURER's SPEClFlCA nONs.
3. ALL TREES LOCATED WITHIN PLANTER STRIPS TO RECEIVE ROOT BARRIER.
ROOT BARRIER
NO SCALE
.,---GROUNDCOVER
2" LA YER MULCH;
TAPER TO CROWN
FINISHED GRADE
~--ROOTBALL
~:.:::::._---TOPSOIL BACKFILL &-
FERnLlZER
1'-A-4.:.k~t-j~-----CUT NEW ROOT MASS
GROUND COVER
NO SCALE
TO SHMULA TE NEW
ROOT GROWTH
"----UNOISTURBED
NAHVE SOIL
1+--------4x4 CEDAR POST
.~..,,:;:,J+I-_++_t_-------2x4 SPLIT CEDAR RAIL (Typ')
...------HOlES IN POST FOR RAILS (TYP.)
~~L-----'4" or AGGREGATE BACKFILL
W:flf!~ia~
_____ ---4·AGCREGAlE BASE
___ ---UNO"STUI18£D SOIL
SPLIT RAIL FENCE
NO SCALE
TREE
NO SCALE
.------TREE PRUNING TO FOLLOW ANSI
300A PART I STANDARDS
.__--PLANT TREE SO THAT THE TRUNK
CROWN IS VISIBLE A T THE TOP
OF THE ROO TBALL; SET TOP ~
ROOTBALL FLUSH TO GRADE; 00
NOT COVER THE TRUNK CROWN
WITH SOIL.
MIN. 2" MULCH AT 2' RADIUS
r--AROUND TREE; 00 NOT PLACE IN
CONTACT WITH TRUNK.
r--4 IN. HIGH EARTH SAUCER
AROUND EDGE OF PLANnNG PIT.
FINISH GRADE
ROUGHEN EDGES OF PIT
REMOVE ALL TWINE, WIRE AND
BURLAP FROM TOP HALF OF
ROOT BALL; NON-BIODEGRADEBLE
MA TERIAL SHALL BE REMOVED
COMPLETEL Y.
TAMP TOPSOIL BACKFILL AROUND
ROOTBALL BASE FlRML Y WITH FOOT
PRESSURE TO A VOID SHIFT OF
ROOTBALL.
SOIL LAYER
PLACE ROOT BALL ON UNEXCAVATED
SOIL PEDESt~ Et~?"lf~lFdTr.:: D SETTLING ,.. f C
FEB 26 2015
env OF RENTON , I Ir I
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 938
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SHEET OF
L2.31 13
PROJECT NUMBER
04139M
CITY OF RENTON SHORT PLAT
LUA14-000568-SHPL-A
LND-20-0602
OWNER'S CERTIFICATION AND DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED CORPORATION,
WHICH IS THE OWNER OF THE LAND HEREIN DESCRIBED, HEREBY (1) MAKES A SHORT
SUBDIVISION THEREOF, (2) CERTIFIES AND DECLARES THAT THIS SHORT PLAT IS THE
GRAPHIC REPRESENTATION OF SAME AND THAT THIS SHORT SUBDIVISION IS MADE WITH
THE FREE CONSENT AND IN ACCORDANCE WlTH THE DESIRE OF THE OWNER, (3) GRANTS,
DECLARES, AND CERTIFIES THE EASEMENTS HEREIN DESCRIBED AS BEING GRAN TIED OR
DECLARED, (4) GRANTS AND CONVlEYS TRACT A AS DESCRIBED HEREIN, AND (5)
DELEGATIES MAINTIENANCE OBLIGATIONS AS DESCRIBED HEREIN.
IN WlTNESS WHEREOF WE HAVlE SET OUR HANDS AND SEAL(S).
MERLINO LAND DEVlELOPMENT CO., INC.,
A WASHINGTON CORPORATION
BY: ___________________ _
GARY M. MERLINO, PRESIDENT
STA TIE OF WASHINGTON )
)SS
COUNTY OF KING )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT GARY M. MERLINO IS THE
PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLIEDGED THAT HE SIGNED THIS
INSTRUMENT, ON OATH STATIED THAT HE WAS AUTHORIZED TO EXECUTIE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE PRESIDENT OF MERLINO LAND DEVELOPMENT CO., INC., A
WASHINGTON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH CORPORATION FOR
THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATlED: _______ , 2016.
----------------------------
PRINTIED NAME: ____________________ _
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT ______________ _
MY APPOINTMENT EXPIRES _________ _
CITY OF RENTON AFPROV ALS
EXAMINED AND APPROVlED THIS ___ DAY OF ______ , 2016
B~ _____________________________ _
CITY OF RENTON ADMINISTRATOR, PUBLIC WORKS
DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVlED THIS __ DAY OF ______ , 2016
ASSESSOR
DEPUTY ASSESSOR
ACCOUNT NUMBER ________________ -'-'XX"'-'X'-'-X _____ _
RECORDER'S CERTIFICATE ......................................... .
FILED FOR RECORD THIS ...................... DAY OF ................................................................ , 20 ...... .
AT ................ M IN BOOK ................. OF ............................................ AT PAGE .................... AT
THE REQUEST OF ................................... ~~~~~~ ............................................................................... .
MANAGER SUPT. OF RECORDS
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LEGAL DESCRIPTION OF THE PROPERTY HEREIN SHORT PLATTED
THAT PORTION OF THE BELOW-DESCRIBED PARCEL "A" DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT OPPOSITIE HIGHWAY ENGINEER'S STATION (HEREINAFTIER REFERRED TO AS HES) 369+17± ON THE SR 405 LINE SURVEY OF
SR 405, SR 515 VIC. TO S. 6TH ST. VIC. AND 512.01 FEET EASTIERLY THEREFROM, SAID POINT BEING ON THE EASTERLY BOUNDARY OF SAID
PARCEL "A'; THENCE WESTERLY TO A POINT OPPOSITE HES 368+50.32 ON SAID LINE SURVlEY AND 221.15 FEET EASTIERL Y THEREFROM; THENCE
NORTHERLY TO A POINT OPPOSITIE HES 369+13.54 ON SAID LINE SURVEY AND 220.06 FEET EASTERLY TlHEREFROM; THENCE NORTHERLY ALONG A
CURVE TO THE LEFT HAVING A RADIUS OF 2103.46 FEET AND AN ARC DISTANCE OF 563.97 FEET TO A POINT OPPOSITE HES 374+37.72 ON SAID
LINE SURVEY AND 202.34 FEET EASTIERL Y THEREFROM AND THE NORTIHERL Y LINE OF SAID SECTION 20; TlHENCE EASTERLY ALONG SAID NORTHERLY
LINE TO A POINT OPPOSITE HES 374+54.58 AND 445.03 FEET EASTIERLY THEREFROM, SAID POINT BEING ON THE WESTERLY LINE OF CEDAR AVlENUE
SOUTIH; THENCE SOUTHERLY ALONG SAID WESTIERLY LINE TO TlHE POINT OF BEGINNING.
PARCEL "A"
TlHAT PORTION OF TlHE HENRY H. TOBIN DONATION LAND CLAIM NO. 37, TOWNSHIP 23 NORTIH, RANGE 5 EAST, W.M. LYING SOUTIHERL Y AND
WESTIERL Y OF THE PLAT OF HIGHLAND ADDITION TO THE TOWN OF RENTON, ACCORDING TOfHE PLAT TlHEREOF RECORDED IN VOLUME 17 OF PLATS,
PAGE 32, IN KING COUNTY, WASHINGTON; AND TlHAT PORTION OF TlHE NORTHWEST QUARTER OF THE NORTlHWEST QUARTIER (GOVERNMENT LOT 1) OF
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTIHERLY OF PUGET SOUND POWER AND LIGHT
COMPANY'S TRANSMISSION RIGHT-OF-WAY AND EAST OF PRIMARY STATIE HIGHWAY NO.1, DESCRIBED AS FOLLOWS:
BEGINNING AT TlHE INTIERSECTION OF THE NORTH LINE OF SAID SECTION 20, WlTIH THE WEST LINE OF SAID PLAT, WHICH POINT IS NORTH
89'59'27" WEST 1,386.85 FEET FROM THE NORTH QUARTER CORNER OF SAID SECTION; THENCE SOUTH 01'29'35" WEST ALONG THE WEST
LINE OF SAID PLAT AND SAID LINE PRODUCED SOUTHERLY 973.04 FEET TO THE NORTHERLY LINE OF PUGET SOUND POWER AND LIGHT
COMPANY'S TRANSMISSION RIGHT-OF-WAY; THENCE NORTH 67'03'41" WEST 471.66 FEET TO THE EASTIERLY LINE OF PRIMARY STATIE
HIGHWAY NO.1; THENCE NORTHERLY ALONG SAID HIGHWAY TO THE NORTIH LINE OF SAID SECTION; THENCE SOUTIH 89'59'27" EAST
ALONG SAID NORTH LINE 316.54 FEET TO THE POINT OF BEGINNING.
TlHE SPECIFIC DETAILS CONCERNING ALL OF TlHE ABOVE LEGAL DESCRIPTIONS ARE TO BE FOUND ON SHEETS 6 AND 7 OF THAT CERTAIN PLAN
ENTITLED SR 405, SR 515 VIC. TO S. 6TH ST. VIC., NOW OF RECORD AND ON FILE IN THE OFFICE OF THE WASHINGTON SECRETARY OF
TRANSPORTATION AT OLYMPIA, WASHINGTON AND BEARING A DATIE OF APPROVAL OF MAY 24, 2007.
(ALSO KNOWN AS ·PARCEL X· OF THAT CERTAIN DECLARATION OF LOT COMBINATION APPROVIED BY THE CITY OF RENTON DEPARTMENT OF
COMMUNITY AND ECONOMIC DEVELOPMENT UNDER PROJECT FILE NO. LUA-14-000568 AND RECORDED UNDER KING COUNTY RECORDING NO.
20141114001240.)
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
TITLE EXCEPTIONS CONTAINED IN UNDERLYING RECORDED DOCUMENTS
1. THIS SITIE IS SUBJECT TO RELINQUISHMENT OF ALL EXISTING, FUTURE, OR POTIENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW, AND AIR, AND
ALL RIGHTS OF INGRESS, EGRESS, AND REGRESS TO, FROM, AND BETWEEN SAID LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON
LANDS CONVlEYED BY DEED RECORDED UNDER RECORDING NUMBER 4924770.
2. THE PORTION OF TRACT A HEREOF THAT IS DEPICTIED ON SHEET 3 OF 4 HEREOF AND LABELED 'INGRESS, EGRESS AND UTILITIES
EASEMENT REC. NO. 7910230907" IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES AS
DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7910230907.
3. THE PORllONS OF TRACT A HEREOF THAT ARE DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED (1) ''20' PERPETUAL INGRESS AND
EGRESS EASEMENT RESERVlED BY WSDOT PER DEED REC. NO. 20110802000538" AND (2) '30-FOOT EASEMENT RESERVED BY WSDOT FOR
PLACEMENT OF SOIL NAILS AND FOR INGRESS AND EGRESS EASEMENT PER DEED RECORDiNG NUMBER 20110802000538" ARE SUBJECT TO
CERTAIN OF THE RESERVATIONS, EASEMENTS, COVlENANTS, CONDITIONS, AND OTHER MATTIERS AS DISCLOSED BY INSTRUMENT RECORDED UNDER
RECORDING NUMBER 20110802000538.
4. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A DECLARATION OF LOT COMBINAnON AS DISCLOSED BY INSTRUMENT RECORDED
UNDER RECORDING NUMBER 20141114001240.
5. THE PORTION OF TRACT A HEREOF THAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED "APPROXIMA TIE LOCATION OF 12'
RELOCA TIED TlERMINABLE INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NO. 20150630000721" IS SUBJECT TO THE TlERMS AND
CONDITIONS OF A TlERMINABLE EASEMENT FOR INGRESS AND EGRESS TO WSDOT RECORDED UNDER RECORDING NUMBER 20150630000721,
SUBJECT TO ALL TERMS AND CONDITIONS TO ALLOW THE TERMINATION OF THE EASEMENT AS STATED IN THAT CERTAIN QUITCLAIM DEED
RECORDED UNDER RECORDING NUMBER 20110802000538, EXCEPT AS OTHERWlSE PROVIDED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER
20150630000721. (SAID TERMINABLE EASEMENT IS A SUBSTITUTE FOR THAT TlERMINABLE, NONEXCLUSIVlE EASEMENT FOR INGRESS AND EGRESS
SET FORTH IN THAT CERTAIN QUITCLAIM DEED RECORDED UNDER RECORDING NUMBER 20110802000538.)
6. THIS SITIE IS SUBJECT TO THE TlERMS AND CONDITIONS OF AN EASEMENT FOR UTILITY SYSTIEMS FACILITIES (WlTH NO UTILITY POLES OR
OVlERHEAD 'MRES PERMITTIED WlTHIN THE "EASEMENT AREA" DEFINED THEREIN) GRANTED TO PUGET SOUND ENERGY, INC. AS DISCLOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 20160128000867, WlTH THE PERMITTIED LOCATION OF SUCH FACILITIES LlMITIED TO THE
"EASEMENT AREA· DEFINED THEREIN.
REFERENCES
1. RECORD OF SURVlEY RECORDED IN BOOK 47 OF SURVEYS, PAGE 89 UNDER KING COUNTY RECORDING NO. 8511129001.
2. RECORD OF SURVlEY RECORDED IN BOOK 97 OF SURVEYS, PAGE(S) 79:"'79A UNDER KING COUNTY RECORDING NO. 9403039004.
3. RECORD OF SURVlEY RECORDED IN BOOK 140 OF SURVEYS, PAGE 254 UNDER KING COUNTY RECORDING NO. 200010012900001.
4. THE PLAT OF HIGHLAND ADDITION TO THE TOWN OF RENTON, VOLUME 17 OF PLATS, PAGE 32, KING COUNTY, WASHINGTON.
5. WASHINGTON STATIE DEPARTMENT OF TRANSPORTATION SR 405, JCT. S.S.H. NO.2-M TO JCT. P.S.H. NO.2 IN RENTON, KING COUNTY,
SHEETS 4 AND 5, DATED SEPT. 10. 1957.
6. SHORT PLAT RECORDED IN BOOK 138, PAGE 67, UNDER KING COUNTY RECORDING NO. 20000605900013.
7. RECORD OF SURVlEY RECORDED IN BOOK 190 OF SURVEYS. PAGES 282-295 UNDER KING COUNTY RECORDING NO. 20050728900039.
8. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY AND LIMITED ACCESS PLAN FOR SR 405, SR 515 VICINITY TO S. 6TH
STREET VICINITY, SHEETS 6 AND 7, DATED MAY 24, 2007
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WlTH THE
REQUIREMENTS OF THE APPROPRIATE STATE STATUTES AND RENTON
MUNICIPAL CODE PROVISIONS IN ................................................. , 2016
...... ~~~.~~!.P~y!~ .. ~.~!, .. ~:~·.?: ................ .
CERTIFICATE NO. .. .... H.~~l
coRE
\; /DESIGN
ENGINEERING·
LUA14-000568-SHPL -A
LND-20-0602
BASIS OF BEARINGS
N89·59'25·W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 20 BETWEEN THE FOUND NORTH QUARTIER CORNER AND THE
FOUND SECTION CORNER PER RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 2000101012900001.
HOMEOWNERS ASSOCIATION
THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION. A WASHINGTON NONPROFIT CORPORATION, WAS ESTABLISHED WlTH TlHE OFFICE OF THE
WASHINGTON SECRETARY OF STATIE'S CORPORATIONS AND CHARITIES DIVISION EFFECTIVE JUNE 3, 2016.
DECLARATION OF COVENANTS. CONDITIONS. EASEMENTS AND RESTRICTIONS
ALL LOTS IN THIS SHORT SUBDIVISION PLUS TRACT A ARE SUBJECT TO THAT CERTAIN "DECLARATION OF COVlENANTS, CONDITIONS, EASEMENTS
AND RESTRICTIONS FOR THE MERLINO SHORT PLAT" RECORDED UNDER KING COUNTY RECORDING NUMBER ________________ _
TRACT A NOTE
TRACT A, WHICH IS PRIMARILY AN OPEN SPACE TRACT, ENCOMPASSES
(1) RELATlVlELY LARGE AREAS OF STlEEP SLOPES (NEARLY ALL OF WHICH ARE CATEGORIZED AS 'PROTECTIED SLOPES" UNDER
CURRENTLY APPLICABLIE CITY OF RENTON REGULATIONS);
(2) STORM DRAINAGE CONVEYANCE ELEMENTS (INCLUDING PIPE SEGMENTS AND SEGMENTS OF ROCK-LINED AND GRASS-LINED DITCHES
AND APPURTENANCES) THAT TOGETHER RECEIVlE AND CONVlEY DISCHARGE WA TIER FROM (A) THE DISCHARGE PIPES OF THE STORM
WATIER DETENTION VAULT (A DETENTION VAULT THAT HAS BEEN CONSTRUCTIED BENEATH THE CEDAR AVENUE CUL-DE-SAC TO
PROVIDE STORMWATER DETENTION FOR BOTH THIS SHORT SUBDIVISION DEVELOPMENT AND A PORTION OF ABUTTING CEDAR
AVIENUE) TO (B) A CONNECTION WITH AN UNDERGROUND STORM WATER PIPE AT A POINT ALONG TRACT A'S WEST BOUNDARY
ABUTTING THE INTIERSTATE 405 RIGHT-OF-WAY (SEE SHEET 4 OF 4 HEREOF FOR APPROXIMATE LOCATIONS);
(3) AREAS SUBJECT TO THREE EXISTING EASEMENTS IN FAVOR OF THE WASHINGTON STATIE DEPARTMENT OF TRANSPORTATION (THE
APPROXIMATIE LOCATIONS OF WHICH AREAS ARE DEPICTED ON SHEET 3 OF 4 HEREOF); AND
(4) AN EXISTING INGRESS, EGRESS, AND UTILITIES EASEMENT THAT BENEFITS CERTAIN PROPERTY TO TlHE NORTH OF TRACT A (THE
APPROXIMATE LOCATION OF THAT EASEMENT IS DEPICTED ON SHEET 3 OF 4 HEREOF).
THE APPROXIMATIE LOCATIONS WITHIN TRACT A OF (1) THE TWO "PROTECTIED SLOPE" AREAS AND (2) THE ABOVIE-NOTIED DRAINAGE CONVlEYANCE
PIPES, DRAINAGE DITCH CONVEYANCE ELEMENTS, AND A TYPE 2 CATCH BASIN WlTH A DEBRIS CAGE ON TOP LOCATIED NEAR TRACT A'S COMMON
BOUNDARY WlTH THE 1-.405 RIGHT-OF-WAY ARE DEPICTIED ON SHEET 4 OF 4 HEREOF.
SHEET 3 OF 4 HEREOF DEPICTS THE APPROXIMATE LOCATION OF A WOOD SPLIT-RAIL FENCE IN THE SOUTHEAST PORTION OF TRACT A. THAT
FENCE IS LOCATIED AT OR NORTH OF THE NORTIH EDGE OF A CITY OF RENTON-REQUIRED 75-FOOT-WlDE STREAM BUFFER THAT EXTIENDS
PARTILY INTO TRACT A FROM A CLASS 3 STREAM LYING WlTHIN A PARCEL OF LAND TO THE SOUTH OF TRACT A (A PARCEL THAT IS OWNED BY
THE STATIE OF WASHINGTON). AS PART OF MITIGATION MEASURE 7 OF TlHE CITYs SEPTIEMBER 19, 2014 ADMINISTRATIVE SHORT PLAT APPROVAL
DECISION FOR THIS SHORT PLAT, THE CITY OF RENTON REQUIRES THAT THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION MAINTAIN THIS FENCE.
CONVEYANCE OF TRACT A TO THE HOMEOWNERS ASSOCIATION
MERLINO LAND DEVlELOPMENT CO., INC., A WASHINGTONCORE'ORATION, HEREBY (1) CONVlEYSAND QUITCLAIMS TRACT A TO THE CEDAR
HIGHLANDS HOMEOWNERS ASSOCIATION, A WASHINGTON NONPROFIT CORPORATION, SUBJECT TO THE VARIOUS EASEMENTS WlTHIN TRACT A THAT
ARE SET FORTH ON THIS SHORT PLAT AND SUBJECT TO ALL PRE -EXISTING EASEMENTS AND ENCUMBRANCES OF RECORD AND (2) DELEGA TIES TO
SAID HOMEOWNERS ASSOCIATION ALL OBLIGATIONS FOR THE MAINTENANCE OF TRACT A.
NAME OF THIS SHORT PLAT USED DURING THE CITY OF RENTON'S PRETOONARY SHORT
PLAT ~ PROCESS
NOTIE THAT DURING THE CITY OF RENTON'S ADMINISTRA TlVlE REVIEW OF THE PRELIMINARY VlERSION OF THIS SHORT PLAT UNDER CITY OF RENTON
FILE NO. LUAI4-000568-SHPL-A. THIS SHORT WAS REFERRED TO AS THE 'MERLINO SHORT PLAT." CIVIL CONSTRUCTION DRAWlNGS FOR THIS
SHORT PLAfS INFRASTRUCTURE IMPROVlEMENTS ARE ALSO ON FILE WlTH THE CITY UNDER THE NAME 'MERLINO SHORT PLAT."
RECEiVED
NOV 1 8 2016
CITY OF RfNTON
PLANNING DIVISION
14711 NE 29th Place Suite 1 01
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING· SURVEYING
DWN. BY
RDW
CHKD. BY
I
VICINITY MAP
I" = 1400'± AT FULL &IZE
CEDAR HIGHLANDS
SHORT PLAT
DATE
9/19/2016
SCALE
JOB NO.
04139M
SHEET
1 OF 4
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
LUA 14-000568-SHPL-A
LNO-20-0602
CITY OF RENTON. KING COUNTY, WASHINGTON
NATIVE GROWTH PROTECTION EASEMENT
THE TWO AREAS OF TRACT A DEPICTED AS "PROTECTED SLOPE" AREAS ON SHEET 4 OF 4 HEREIN ARE EACH HEREBY DECLARED TO BE A
NATIVE GROWTH PROTECTION EASEMENT (,NGPE"), SUBJECT TO THE EASEMENTS DEPICTED ON OR OTHERWISE REFERRED TO ON THIS SHORT PLAT,
THE PURPOSE OF THE NGPE SHALL BE FOR PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION,
MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. SUBJECT TO THE
EASEMENTS DEPICTED ON OR OTHERWISE REFERRED TO ON THIS SHORT PLAT, THE NGPE RESTRICTING EACH OF THOSE TWO AREAS PROHIBITS
ALL PRESENT AND FUTURE OWNER(S) OF TRACT A FROM DISTURBING ANY TREES AND OTHER VEGETATION WITHIN THE NGPE UNLESS DONE
PURSUANT TO THE EXPRESS WRITTEN PERMISSION OF THE CITY OF RENTON AS PART OF AN ENHANCEMENT PROGRAM, THIS PROHIBITION SHALL
BE ENFORCEABLE BY THE CITY OF RENTON, EXCEPT AS PROVIDED FOR ABOVE, NEITHER THE OWNER(S) OF TRACT A NOR THE OWNERS OF ANY
OF THE LOTS CREATED BY THIS SHORT SUBDIVISION MAY CUT, PRUNE, COVER WITH FILL, REMOVE, OR DAMAGE THE VEGETATION WITHIN THE
NGPE OR INSTALL NEW VEGETATION WITHIN IT, A RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES, AND
EMPLOYEES OF THE OWNER(S) OR SUBSEQUENT OWNER(S) OF THE PROPERTY UNDERLYING EACH NGPE.
PUBLIC SIDEWALK EASEMENT HEREBY GRANTED TO THE CITY OF RENTON
A NONEXCLUSIVE PUBLIC SIDEWALK EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON FOR PUBLIC WALKWAY PURPOSES OVER AND ALONG
THE 3,OO-FOOT-WIDE STRIP OF LAND WITHIN LOT 7 ABUTTING A PORTION OF THE EDGE OF THE CUL-DE-SAC RIGHT-OF-WAY INDICATED ON
SHEET 3 OF 4 HEREIN AS A "PUBLIC SIDEWALK EASEMENT", THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR
OF PUBLIC WALKWAY FACILITIES WITHIN SAID EASEMENT.
DRAINAGE EASEMENTS HEREBY GRANTED TO THE CITY OF RENTON
NONEXCLUSIVE EASEMENTS ARE HEREBY GRANTED TO THE CITY OF RENTON, A WASHINGTON MUNICIPAL CORPORATION, OVER, UNDER, ALONG, AND ACROSS THE TWO
15,OO-FOOT-WIDE STRIPS OF LAND DEPICTED AS "DRAINAGE EASEMENTS TO RENTON" ON SHEET 3 OF 4. THESE EASEMENTS ARE FOR THE PURPOSES OF CONVEYING,
MANAGING, AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS SHORT SUBDIVISION BY THE CITY OF RENTON, TOGETHER WITH
THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) OVER AND ACROSS THE TWO SAID STRIPS OF LAND FOR THE PURPOSES OF INSPECTING, OPERATING, MAINTAINING,
REPAIRING, IMPROVING AND REPLACING THE DRAINAGE FACILITIES CONTAINED THEREIN.
PRIVATE DRAINAGE EASEMENTS AND MAINTENANCE OF THE DRAINAGE IMPROVEMENTS LYING WITHIN THEM
NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF UNDERGROUND STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER,
UNDER, ALONG, AND ACROSS THE 10.OO-FOOT-WiDE PORTIONS OF LOTS 2, 3, AND 4 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." THESE
EASEMENTS SHALL RUN WITH THE LAND, BURDENING THOSE PORTIONS OF LOTS 2, 3, AND 4 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE
THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTAl1VES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS 1, 2, 3, AND 4 (AND INURE TO THE BENEFIT OF
THE OWNERS OF EACH OF THOSE FOUR LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTAl1VES, HEIRS, SUCCESSORS. AND ASSIGNS),
NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER, UNDER, ALONG,
AND ACROSS THE 10,OO-FOOT-WiDE PORTIONS OF LOTS 6 AND 7 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." THESE EASEMENTS SHALL RUN
WITH THE LAND, BURDENING THOSE PORTIONS OF LOTS 6 AND 7 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE TWO LOTS AND THEIR
RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFIl1NG LOTS 5, 6, AND 7 (AND INURE TO THE BENEFIT OF RESPECTIVE OWNERS OF
EACH OF THOSE THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTAl1VES, HEIRS, SUCCESSORS, AND ASSIGNS).
THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIA110N SHALL HAVE A PERPETUAL RIGHT AND DUTY TO MAINTAIN AND REPAIR THE STORM DRAIN PIPES AND APPURTENANCES
LOCATED IN THE ABOVE-STATED PRIVATE DRAINAGE EASEMENTS THAT BURDEN POR110NS OF LOTS 2, 3, AND 4 AND PORTIONS OF LOTS 6 AND 7,
STORMWATER RUNOFF FLOW CONTROL BMP REQUIREMENTS FOR EACH LOT
The stormwater detention and water quality vault that has been constructed beneath the cul-de-sac at the south end of Cedar Avenue
to serve the seven lots set forth on this short plat and serve a portion of Cedar Avenue has been designed per City of Renton drainage
regulations that, in this case, involve implementation on each lot of at least one of the following two types of Best Management
Practices (BMPs): (1) a "Basic Dispersion" BMP or (2) a "Reduced Impervious Surface Credit" BMP. as each of those types of BMP is
more fully described on page 16 of the "Final Technical Information Report for MERLINO SHORT PLAT" (U14-005777 and B15-000896)
prepared by the Bellevue, Washington engineering, planning. and land surveying firm CORE DESIGN (the "Final TIR") and dated April 22.
2015. a copy of which is on file with the City of Renton Development Services Division, On a lot-by--Iot basis. at the time of the City's
building permit application review for a building permit for a residence on each lot, the owner(s} of that particular lot must select which
of the two BMPs is to be used for the lot. The owner(s} of that lot. and their personal representatives, heirs, successors, and assigns in
interest, must thereafter implement the selected BMP for the particular lot so as to (A) meet the relevant City requirements for the
selected BMP and (B) be consistent with page 16 of the Final TIR for the selected BMP for that particular lot. As part of the building
permit process for the residence building on such lot. the owner(s) of the lot must submit to the City of Renton for recording with the
King County Recorder in the County's real property records (to run with the title to the lot) a "Declaration of Covenant for Maintenance
and Inspection of Flow Control BMP" in a form acceptable to the City, [As an alternative to using only a "Basic Dispersion" BMP or only
a "Reduced Impervious Surface Credit" BMP, a combination of the "Basic Dispersion" BMP and the "Reduced Impervious Surface Credit"
BMP may be used if acceptable to the City of Renton,]
SETBACK NOTES
1. DURING 2009 (ONE OF THE YEARS DURING WI--IICH THE STATE OF WASHINGTON OWNED THE ENTIRETY OF THE LAND THAT IS HEREIN SHORT
SUBDIVIDED), AS PART OF THE "1-405 RENTON STAGE 2 DESIGN/BUILD PROJECT" FOR THE WIDENING OF INllERSTATE 405 THROUGH RENTON,
MOST OF THE SUBJECT LAND WAS FILLED WITH COMPACTED SOIL BY 1-405 CORRIDOR DESIGN-BUILDERS ("CDB") TO ITS CURRENT GRADE
PURSUANT TO A CDB "CONTOUR GRADING" DRAWING THAT HAD BEEN PREPARED IN CONJUNC110N WITH A CDB TECHNICAL MEMORANDUM
ENl1TLED "llECHNICAL MEMORANDUM, 1-405 RENTON STAGE 2 DESIGN/BUILD PROJECT. WSDOT EXCHANGE PROPERTY REINFORCED SOIL SLOPE,
GEOTECHNICAL DESIGN RECOMMENDA110NS MEMORANDUM, DATED AUGUST 14, 2009," THAT CDB TECHNICAL MEMORANDUM SUMMARIZES THE
GEOTECHNICAL RECOMMENDA110NS AND DESIGN CRITERIA FOR THE DESIGN AND CONSTRUC110N OF THE REINFORCED SOIL SLOPE (RSS)
REQUIRED TO CONSTRUCT THE FILL. THAT FILL IS ALSO THE SUBJECT OF AN APRIL 23, 2014 REPORT PREPARED BY ICICLE CREEK
ENGINEERS, INC, ENTITILED "GEOTECHNICAL ENGINEERING SERVICES CRill CAL AREAS REPORT, MERLINO SHORT PLAT PROPOSED SEVEN-LOT
RESIDENl1AL DEVELOPMENT, RENTON, WASHINGTON, ICE FILE NUMBER 0864-002." THE ICICLE CREEK REPORT (WI--IICH REFERS TO THE RSS AS
AN "ENGINEERED PROTECTED SLOPE") AND AS AN "ENGINEERED FILL SLOPE" RECOMMENDS ON PAGE 7 THAT "(A) A BUILDING SETIBACK OF
25 FEET FROM THE ENGINEERED PROTECTED SLOPE AREA ALONG THE WEST SIDE OF ALL SEVEN OF THE PROPOSED LOTS, (B) A BUILDING
SETIBACK OF 10 FEET FROM THE POR110N OF THE ENGINEERED FILL SLOPE AREA TO THE NORTH OF LOT 1. AND (C) A BUILDING SETBACK
OF 10 FEET FROM THE PORTION OF THE ENGINEERED FILL SLOPE AREA TO THE SOUTH OF LOT 7, AS SHOWN ON FIGURE 2 [OF THE ICICLE
CREEK REPORT],"
FOLLOWING AN INDEPENDENT SECONDARY REVIEW OF THE ICICLE CREEK REPORT AND OF THE CDB TECHNICAL MEMORANDUM [A SECONDARY
REVIEW PERFORMED BY ASSOCIATED EARTH SCIENCES INC, ("AESI") FOR THE CITY OF RENTON], THE CITY (1) CONCURRED WITH THE
BUILDING SETBACK RECOMMENDA110NS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE DESCRIBED IN THE ICICLE CREEK REPORT AND
(2) REQUIRED AS CONDIl10NS OF SHORT PLAT APPROVAL THAT (A) THOSE SETIBACKS BE NOTED ON THE FACE OF THE SHORT PLAT PLAN
AND (B) A NOTE BE SET FORTH ON THE SHORT PLAT THAT STATES THAT "THE REINFORCED SOIL SLOPE (RSS) WAS EVALUATED FOR SLOPE
STABILITY FOR RESIDENCES (TYPICAL TWO-STORY, WOOD-FRAME CONSTRUC110N) ONLY" AND THAT "ADDIl10NAL STRUCTURES SHOULD BE
EVALUATED FOR SLOPE STABILITY,"
2, IN VIEW OF NOllE 1, ABOVE, ALL FUTURE OWNERS OF ANY OF THE LOTS ARE HEREBY ADVISED AS FOLLOWS:
A, SEE SHEET 3 OF 4 HEREOF FOR A DEPICTION OF THE APPROXIMATE LOCA110NS OF THE FOLLOWlNG:
(1) THE MINIMUM 25-FOOT-WIDE REAR YARD BUILDING SETIBACK FOR ALL STRUCTURES ON LOTS 1 THROUGH 7 FROM THE TOP OF
THE ENGINEERED PROTECTED SLOPE LOCATED AT OR NEAR AND ALONG THE WEST EDGE OF LOTS 1 THROUGH 7;
(2) THE MINIMUM 10-FOOT-WiDE SIDE YARD BUILDING SETIBACK FOR ALL STRUCTURES ON LOT 1 FROM THE TOP OF THE
ENGINEERED PROllECTED SLOPE LOCATED AT OR NEAR AND ALONG THE NORTH EDGE OF LOT 1; AND
(3) THE MINIMUM 10-FOOT-WiDE SIDE YARD BUILDING SETIBACK FOR ALL STRUCTURES ON LOT 7 FROM THE TOP OF THE
ENGINEERED PROllECTED SLOPE LOCATED AT OR NEAR AND ALONG THE SOUTH EDGE OF LOT 7,
B, THE REINFORCED SOIL SLOPE (RSS) (ALSO KNOWN AS THE "ENGINEERED PROTECTED SLOPE" AND AS THE ENGINEERED FILL SLOPE"
WAS ONLY EVALUATED FOR SLOPE STABILITY FOR CONSTRUCTION OF A RESIDENCE (TYPICAL TWO-STORY, WOOD-FRAME
CONSTRUC110N) ON EACH OF THE SEVEN LOTS, ANY ADDIl10NAL STRUCTURE OR ANY OTHER TYPE OF RESIDENCE STRUCTURE
PROPOSED TO BE PLACED ON ANY OF THE SUBJECT LOTS MUST FIRST BE EVALUATED FOR AND IN RELA110N TO STABILITY OF THE
RSS (ENGINEERED PROllECllED SLOPE) BY A LICENSED ENGINEERING GEOLOGIST OR PROFESSIONAL ENGINEER EXPERIENCED WITH
GEOTECHNICAL MATTERS, AND ALL REQUIRED PERMIT(S) MUST BE OBTAINED FROM THE CITY OF RENTON PRIOR TO CONSTRUC110N
OF ANY SUCH STRUCTURE.
SURVEYOR'S NOTES
1. ALL llTLE INFORMA1l0N SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIDELITY NA110NAL TITLE INSURANCE COMPANY SUBDIVISION
GUARANTEE NUMBER WA-FBCM-IMP-27WAG14-1-14-20368801. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO
INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC, AWARE OF ANY TITLE ISSUES AFFECl1NG THE SURVEYED PROPERTY OTHER THAN
THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIDELITY NA1l0NAL GUARANTEE, CORE DESIGN, INC, HAS RELIED SOLELY
ON FIDELITY NATIONAL'S REPRESENTATIONS OF THE l1TLE'S CONDIl10N TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC,
QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISl1NG ON APRIL 8, 2014. ALL SURVEY CONTROL INDICA TED AS
"FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL, 2005.
3. PROPERTY AREA = 160,943± SQUARE FEET (3,6947± ACRES),
4. ALL DISTANCES DEPICTED ON SHEETS 3 AND 4 HEREIN ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY, A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STA110N WAS USED TO MEASURE THE ANGULAR
AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN, CLOSURE RA110S OF THE TRAVERSE MET OR
EXCEEDED THOSE SPECIFIED IN WAC 332-130-090, ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT
ACCORDING TO MANUFACTURER'S SPECIFICA110NS,
coRE
\.:: /' DESIGN
RECEIVED
NOV 1 8 2016
CITY OF RENTON
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING DIVISION
DWN, BY
RDW
CEDAR HIGHLANDS
SHORT PLAT
DATE
9/19/2016
JOB NO,
04139M
ENGINEERING PLANNING· SURVEYING CHKD. BY SCALE SHEET
2 OF 4
FOUND NORTH QUARTER CORNER
CITY OF RENTON
CONTROL POINT NO. 415
1 1/2" BRASS DISK
IN 4" CONCRETE MONUMENT
DOWN 0.7' IN CASE
17 /~' 20
/ \ , \
f \ / \
, OJ
I a
I~ a
I
FOUND BRASS PIN IN ~
LOT ADDRESSES
LOT 1 701 CEDAR AVENUE S
LOT 2 711 CEDAR AVENUE S
LOT 3 717 CEDAR AVENUE S
LOT 4 801 CEDAR AVENUE S
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W,M,
CITY OF RENTON, KING COUNTY, WASHINGTON
SCALE: 1 "
LUA 14-000568-SHPL-A
LND-20-0602
40'
CONCRETE MONUMENT ~ I / LOT 5 803 CEDAR AVENUE S o 20 40 80
0.05' NORTH OF LINE ~ /
CITY OF RENTON \':I~!;-__
CONTROL POINT NO. 418 ,
I \
LOT 6 807 CEDAR AVENUE S
LOT 7 819 CEDAR AVENUE S
HIGHLAND ADDITlON TO
THE TOWN OF RENTON,
... ' .'-I_ ... j
I
2
I~
oj
I~
VOLUME 17 OF PLATS, PAGE 032
3 4
I
/
I FOUND~CKIN LEAD L----------;~--~--~~~~~~~~;;-----------L--------~~~~~~~------------::~~::~~::::~~~ ________ ~ ______________ ~ ________ ~/~ WITH WASHER~ ) 0.06' NORTH AND ,'_
0.03' EAST OF PROPERTY CORNER ---_ RIGHT-OF-WAY DEDICATION PER REC. NO. I
FOR I'IIDENING OF CEDAR AVE. S (INCLUDING CUL-DE-SAC BULB) 5?
I ~20.01 ,~
374+54.58 \,----
R445.03 \,--
~~ ~
INGRESS. EGRESS AND
UTILITY EASEMENT
REC. NO. 7910230907
PLAT NO. 1 OF RENTON
CO-OPERATIVE COAL COMPANY'S
ACRE TRACTS
VOLUME 9 OF PLATS. PAGE 29
I
I
I
I
I
I
I
---_J
t
I
374+37.73
R202.34
INTERSTATE 405
1-405 CENTERLINE
47.99 60.01 60.01 60.01
TOP OF ENGINEERED PROTECTED SLOPE NOQ'31'21"E 457.47
65.01 65.01
R=25.00
.'---l\= 73'20' 48"
L=32.00
99.45
LOCATED AT OR NEAR THE ENTIRETY OF THE WEST LINE OF LOTS 1 THROUGH 7) ---------------______ _
SEE SETBACK NOTES, SHT. 2 OF 4
TOP OF ENGINEERED PROTECTED SLOPE
(LOCATED AT OR NEAR THE SOUTH LINE OF LOT 7)
SEE SETBACK NOTES, SHT. 2 OF 4
------
R=2103,46
6=15'21'44"
--
80' EASEMENT
RESERVED BY WSDOT
-
FOR PLACEMENT OF SOIL NAILS
AND FOR INGRESS AND EGRESS
PER DEED REC. NO 20110802000538
-------
TRACT A
103,441± SF
SEE NOTE, SHT. 1 OF 4
SEE DETAILS, SHT. 4 OF 4
----------------------
f ,
<0 ...,
d
OJ
L"'563.99
1-405 EAST RIGHT OF ,AI
.rAY LINE
PER REF. B
N75'46'52"W CD I
11.19" 15.00 v------1 L \
LEGEND
CD THE INDICATED DASHED LINE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 10-FOOT-WIDE
SIDE YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE NORTH EDGE
OF LOT 1. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
CD THE INDICATED DASHED LINE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 10-FOOT-WIDE
SIDE YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE SOUTH EDGE
OF LOT 7. (ALSO. SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
~ FOUND MONUMENT AS NOTED
• SET 1/2" REBAR I'IITH YELLOW PLASTIC CAP
STAI.lPED "CORE 44653"
:. SET TACK AND WASHER STAMPED "CORE 44653" IN CURB
ON EXTENSION OF PROPERTY LINE IN LIEU OF FRONT CORNER
AT 13.25' OFFSET TO CORNER UNLESS OTHERI'IISE NOTED
N02'14'02"E -12 - - - -1.17 f
-T---L-'
APPROXIMATE LOCATION OF
WOOD SPLIT-RAIL FENCE)
SEE TRACT A NOTE,
SHEET 1 OF 4
. 75' .
)
STREAM '.
BUFFER
. CLASS 3--"""'\
. STREAM "'\
APPROX. LOCATION OF
12' RELOCATED TERMINABLE \
EASEMENT FOR
INGRESS AND EGRESS
TO WSDOT RECORDED
\ UNDER RECORDING NO. 20150630000721
\ \ \
\ ~ \
\
\
\
CLASS 5J~
STREAM
\
" "-
20' PERPETUAL INGRESS AND
EGRESS EASEMENT RESERVED
BY WSDOT PER DEED
REC. NO 20110802000538 1
\
\
I
\
\
\
~~~N~~\lc~6~ ;g ~~~~~~E SECTION
QUARTER CORNER OF SECTION 20. WEST
o THE INDICATED DASHED LINE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 25-FOOT-WIDE
REAR YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE WIEST EDGE
OF LOTS 1 THROUGH 7. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
RECEIVED
NOV 1 8 2016
CITY OF RENTON SHORT PLAT PLAN SHEET
J 8) BESIDES THE REQUIRED MINIMUM SETBACKS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE, THE
CITY OF RENTON HAS OTHER REQUIRED BUiLDING SETBACKS SPECIFIED IN APPLICABLE PROVISIONS OF THE
RENTON MUNICIPAL CODE THAT RELATE TO LOTS 1 THROUGH 7.
PLANNING DIVISION
FOUND SECTION CORNER
3" BRASS DISK
IN 3" CONC. MONUMENT
DOWN 0.7' IN CASE
o PRIVATE DRAINAGE EASEMENT. SEE TEXT, SHEET 2 OF 4
® PUBLIC SIDEWALK EASEMENT. SEE TEXT, SHEET 2 OF 4 CORE
CEDAR HIGHLANDS
SHORT PLAT
CD DRAINAGE EASEMENTS TO RENTON. SEE TEXT, SHEET 2 OF 4
\::""'111111_"~'" DESIGN
ENGINEERING,
14711 NE 29th Place Suite 1 07
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING· SURVEYING
OWN. BY
CHKD. BY
DATE
RDW 9/19/2016
SCALE
JOB NO,
04139M
SHEET
3 OF 4
PLAT NO.1 OF RENTON
CO-OPERATIVE COAL COMPANY'S
ACRE TRACTS
VOLUME 9 OF PLATS, PAGE 29
17 /~' 20
/ \ I ,
I , I \
I c:n I 0
I~ o
I T)
I
~I
\ I \
I
I
I
2
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
HIGHLAND ADDITION TO
THE TOWN OF RENTON,
VOLUME 17 OF PLATS, PAGE 032
3 4
SCALE: 1"
LUA 14-000568-SHPL-A
LND-20-0602
40'
o 20 40 80
.' .1-1 __ '
I~ __ L--------------~--------~---------------L------~C;E~D~ARR~A~V.~E~.S;-------------~-------------1-------1------____ ~ ________ --J ¥.=.=-. NOr25'52'E 612.30
1
7,112± SF 2
6,709± SF
3
6,652± SF
627.91
4
6,595± SF
5
7,D80± SF
1:'--::~::~~~~~~~~::~~~==~~~~~~~~::~~~R=~2~10~3'4~6~~~~~~~~~~~~~s:~~~ A=15'21'44" EXISTING SWALE L=563.99
6
7,013± SF 7
8,150± SF
WEST END OF 6" DIA.
DISCHARGE PIPE FROM
CUL-DE-SAC
----.....
WEST END OF 12" DIA.
DISCHARGE PIPE FROM
STORMWATER VAULT
BENEATH CUL-DE-SAC
EXISTING ROCK-LINED
SWALE
•
\
•
•
• .J
INTERSTATE 405 SD
_________ SD
sD ..-----E\-
~ ~12" DRAINAGE PIPE TYPE 2 CATCH BASIN
WITH DEBRIS CAGE
/-405 CENTERLINE
~6~N~~'slc~g~ ;g ~~~~~ST SECTION
I / QUARTER CORNER OF SECTION ~~. WEST
1\ )
": 86'1'38"
~_ REF. 7
~
cri
N
<XJ
I~ I 1;~'\ 120 \ I
18 19
LEGEND
--5D--
PROTECTED SLOPE AREA
SEE TRACT A NOTE,
SHEET 1 OF 4
STORM DRAINAGE PIPE
SEE TRACT A NOTE,
SHEET 1 OF 4
~,,~
CORE
\: ,/DESIGN
ENGINEERING
RECEIVED
NOV 1 8 .zOll1re __ T_RA_C_T_A_D_E_T_AI~L_S_H_E_E_T __
CITY OF RENTON
01 A.I\Cf\IIf\Jr:! n'\lJ~~IC)N
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING, SURVEYING
OWN. BY
CHKD. BY
ROW
CEDAR HIGHLANDS
SHORT PLAT
DATE
9/19/2016
SCALE
JOB NO.
04139M
SHEET
4 OF 4
CITY OF RENTON SHORT PLAT
LUA14-000568-SHPL-A
LND-20-0602
OWNER'S CERTIFICATION AND DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED CORPORATION,
WHICH IS THE OWNER OF THE LAND HEREIN DESCRIBED, HEREBY (1) MAKES A SHORT
SUBDIVISION THEREOF, (2) CERTIFIES AND DECLARES THAT THIS SHORT PLAT IS THE
GRAPHIC REPRESENTATlON OF SAME AND THAT THIS SHORT SUBDIVISION IS MADE WITH
THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER, (3) GRANTS,
DECLARES, AND CERTlFIES THE EASEMENTS HEREIN DESCRIBED AS BEING GRANTED OR
DECLARED, (4) GRANTS AND CONVEYS TRACT A AS DESCRIBED HEREIN, AND (5)
DELEGATES MAINTENANCE OBLIGA TlONS AS DESCRIBED HEREIN.
IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEAL(S).
MERLINO LAND DEVELOPMENT CO., INC.,
A WASHINGTON CORPORATlON
BY: __________________ _
GARY M. MERLINO, PRESIDENT
STATE OF WASHINGTON )
)SS
COUNTY OF KING )
I CERTlFY THAT I KNOW OR HAVE SATlSFACTORY EVIDENCE THAT GARY M. MERLINO IS THE
PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS
INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE PRESIDENT OF MERLINO LAND DEVELOPMENT CO., INC., A
WASHINGTON CORPORATlON, TO BE THE FREE AND VOLUNTARY ACT OF SUCH CORPORATlON FOR
THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED: ________ , 2016.
---------------------_.
PRINTED NAME: _______________ _
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT ____________ _
MY APPOINTMENT EXPIRES _______ _
CITY OF RENTON APPROVALS
EXAMINED AND APPROVED THIS ___ DAY OF _. ____ " 2016
BY. _______________ . ________________ _
CITY OF RENTON ADMINISTRATOR, PUBLIC WORKS
DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS __ DAY OF _____ , 2016
ASSESSOR
DEPUTY ASSESSOR
ACCOUNT NUMBER ____________ -'-'X""'XX"'-'-X ____ _
RECORDER'S CERTIFICATE ........................................ ..
FILED FOR RECORD THIS ...................... DAY OF ................................................................ , 20 ...... .
AT ................ M IN BOOK ................. OF ............................................ AT PAGE .................... AT
THE REQUEST OF ................................... ~~~~~X ............................................................................... .
MANAGER SUPT. OF RECORDS
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LEGAL DESCRIPTION OF THE PROPERTY HEREIN SHORT PLA'rI'ED
THAT PORTlON OF THE BELOW-DESCRIBED PARCEL "A" DESCRIBED AS FOLILOWS:
BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATlON (HEREINAFTER REFERRED TO AS HES) 369+17± ON THE SR 405 LINE SURVEY OF
SR 405, SR 515 VIC. TO S. 6TH ST. VIC. AND 512.01 FEET EASTERLY THEREFROM, SAID POINT BEING ON THE EASTERLY BOUNDARY OF SAID
PARCEL "A'; THENCE WESTERLY TO A POINT OPPOSITE HES 368+50.32 ON SAID LINE SURVEY AND 221.15 FEET EASTERLY THEREFROM; THENCE
NORTHERLY TO A POINT OPPOSITE HES 369+13.54 ON SAID LINE SURVEY AND 220.06 FEET EASTERLY THEREFROM; THENCE NORTHERLY ALONG A
CURVE TO THE LEFT HAVING A RADIUS OF 2103.46 FEET AND AN ARC DISTANCE OF 563.97 FEET TO A POINT OPPOSITE HES 374+37.72 ON SAID
LINE SURVEY AND 202.34 FEET EASTERLY THEREFROM AND THE NORTHERLY LINE OF SAID SECTlON 20; THENCE EASTERLY ALONG SAID NORTHERLY
LINE TO A POINT OPPOSITE HES 374+54.58 AND 445.03 FEET EASTERLY THEREFROM, SAID POINT BEING ON THE WESTERLY LINE OF CEDAR AVENUE
SOUTH; THENCE SOUTHERLY ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING.
PARCEL "A"
THAT PORTlON OF THE HENRY H. TOBIN DONATION LAND CLAIM NO. 37, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LYING SOUTHERLY AND
WESTERLY OF THE PLAT OF HIGHLAND ADDITlON TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS,
PAGE 32, IN KING COUNTY, WASHINGTON; AND THAT PORTlON OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER (GOVERNMENT LOT 1) OF
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF PUGET SOUND POWER AND LIGHT
COMPANY'S TRANSMISSION RIGHT-OF-WAY AND EAST OF PRIMARY STATE HIGHWAY NO.1, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTlON OF THE NORTH LINE OF SAID SECTlON 20, WITH THE WEST LINE OF SAID PLAT. WI-UCH POINT IS NORTH
89'59'27" WEST 1,386.85 FEET FROM THE NORTH QUARTER CORNER OF SAID SEC liON; THENCE SOUTH 01'29'35" WEST ALDNG THE WEST
LINE OF SAID PLAT AND SAID LINE PRODUCED SOUTHERLY 973.04 FEET TO THE NORTHERLY LINE OF PUGET SOUND POWER AND LIGHT
COMPANY'S TRANSMISSION RIGHT-OF-WAY; THENCE NORTH 67'03'41" WEST 471.66 FEET TO THE EASTERLY LINE OF PRIMARY STATE
HIGHWAY NO.1; THENCE NORTHERLY ALONG SAID HIGHWAY TO THE NORTH LINE OF SAID SECTION; THENCE SOUTH 89'59'27" EAST
ALONG SAID NORTH LINE 316.54 FEET TO THE POINT OF BEGINNING.
THE SPECIFIC DETAILS CONCERNING ALL OF THE ABOVE LEGAL DESCRIPTlONS ARE TO BE FOUND ON SHEETS 6 AND 7 OF THAT CERTAIN PLAN
ENTlTLED SR 405, SR 515 VIC. TO S. 6TH ST. VIC., NOW OF RECORD AND ON FILE IN THE OFFICE OF THE WASHINGTON SECRETARY OF
TRANSPORTA TlON AT OLYMPIA, WASHINGTON AND BEARING A DATE OF APPROVAL OF MAY 24. 2007.
(ALSO KNOWN AS "PARCEL X" OF THAT CERTAIN DECLARATlON OF LOT COMBINATlON APPKOVED BY THE CITY OF RENTON DEPARTMENT OF
COMMUNITY AND ECONOMIC DEVELOPMENT UNDER PROJECT FILE NO. LUA-14-000568 AND RECORDED UNDER KING COUNTY RECORDING NO.
20141114001240.)
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
TITLE EXCEPTIONS CONTAINED IN UNDERLYING RECORDED DOCUMENTS
1. THIS SITE IS SUBJECT TO RELINQUISHMENT OF ALL EXISTlNG, FUTURE, OR POTENTlAL EASEMENTS FOR ACCESS, LIGHT, VIEW, AND AIR, AND
ALL RIGHTS OF INGRESS, EGRESS, AND REGRESS TO, FROM, AND BETWEEN SAID LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON
LANDS CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 4924770.
2. THE PORTlON OF TRACT A HEREOF THAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED '1NGRESS, EGRESS AND UTILITlES
EASEMENT REC. NO. 7910230907" IS SUBJECT TO THE TERMS AND CONDITlONS OF AN EASEMENT FOR INGRESS, EGRESS, AND UTlLlTlES AS
DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7910230907.
3. THE PORTlONS OF TRACT A HEREOF THAT ARE DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED (1) "20' PERPETUAL INGRESS AND
EGRESS EASEMENT RESERVED BY WSDOT PER DEED REC. NO. 20110802000538" AND (2)·SO-FOOT EASEMENT RESERVED BY WSDOT FOR
PLACEMENT OF SOIL NAILS AND FOR INGRESS AND EGRESS EASEMENT PER DEED RECORDING NUMBER 20110802000538" ARE SUBJECT TO
CERTAIN OF THE RESERVATlONS, EASEMENTS, COVENANTS, CONDITlONS, AND OTHER MATTERS AS DISCLOSED BY INSTRUMENT RECORDED UNDER
RECORDING NUMBER 20110802000538.
4. THIS SITE IS SUBJECT TO THE TERMS AND CONDI1l0NS OF A DECLARA TlON OF LOT COMBINA TlON AS DISCLOSED BY INSTRUMENT RECORDED
UNDER RECORDING NUMBER 20141114001240. "
5. THE PORTlON OF TRACT A HEREOF THAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED "APPROXIMATE LOCA TlON OF 12'
RELOCA TED TERMINABLE INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NO. 20150630000721" IS SUBJECT TO THE TERMS AND
CONDITlONS OF A TERMINABLE EASEMENT FOR INGRESS AND EGRESS TO WSDOT RECORDED UNDER RECORDING NUMBER 20150630000721.
SUBJECT TO ALL TERMS AND CONDITlONS TO ALLOW THE TERMINATlON OF THE EASEMENT AS STATED IN THAT CERTAIN QUITCLAIM DEED
RECORDED UNDER RECORDING NUMBER 20110802000538, EXCEPT AS OTHERWISE PROVIDED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER
20150630000721. (SAID TERMINABLE EASEMENT IS A SUBSTlTUTE FOR THAT TERMINABLE, NONEXCLUSIVE EASEMENT FOR INGRESS AND EGRESS
SET FORTH IN THAT CERTAIN QUITCLAIM DEED RECORDED UNDER RECORDING NUMBER 20110802000538.)
6. THIS SITE IS SUBJECT TO THE TERMS AND CONDI1l0NS OF AN EASEMENT FOR UTlLlTY SYSTEMS FACILITlES (WITH NO UTlLlTY POLES OR
OVERHEAD WlRES PERMITTED WITHIN THE "EASEMENT AREA" DEFINED THEREIN) GRANTED TO PUGET SOUND ENERGY, INC. AS DISCLOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 20160128000867, WITH THE PERMITTED LOCATlON OF SUCH FACILITlES LIMITED TO THE
"EASEMENT AREA" DEFINED THEREIN.
REFERENCES
1. RECORD OF SURVEY RECORDED IN BOOK 47 OF SURVEYS, PAGE 89 UNDER KING COUNTY RECORDING NO. 8511129001.
2. RECORD OF SURVEY RECORDED IN BOOK 97 OF SURVEYS. PAGE(S) 79-79A UNDER KING COUNTY RECORDING NO. 9403039004.
3. RECORD OF SURVEY RECORDED IN BOOK 140 OF SURVEYS, PAGE 254 UNDER KING COUNTY RECORDING NO. 200010012900001.
4. THE PLAT OF HIGHLAND ADDITION TO THE TOWN OF RENTON, VOLUME 17 OF PLATS, PAGE 32, KING COUNTY, WASHINGTON.
5. WASHINGTON STA1I DEPARTMENT OF TRANSPORTATlON SR 405. JCT. S.S.H. NO.2-M TO JCT. P.S.H. NO_ 2 IN RENTON, KING COUNTY,
SHEETS 4 AND 5, DATED SEPT. 10, 1957.
6. SHORT PLAT RECORDED IN BOOK 138, PAGE 67, UNDER KING COUNTY RECORDING NO. 20000605900013.
7. RECORD OF SURVEY RECORDED IN BOOK 190 OF SURVEYS, PAGES 282-295 UNDER KING COUNTY RECORDING NO. 20050728900039.
8. WASHINGTON STATE DEPARTMENT OF TRANSPORTATlON RIGHT OF WAY AND LIMITED ACCESS PLAN FOR SR 405, SR 515 VICINITY TO S. 6TH
STREET VICINITY, SHEETS 6 AND 7, DATED MAY 24, 2007
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE APPROPRIATE STATE STATUTES AND RENTON
MUNICIPAL CODE PROVISIONS IN .................................................. 2016
...... ~~~.~~~.P~X!~ .. ~.~~, .. p.:~·.?: ................ .
CERTIFICATE NO. .. .... HR~~.
cORE
\,; /DESIGN
ENGINEERING
LUA 14-000568-SHPL-A
LND-20-0602
BASIS OF BEAEmNGS
N89'59'25"W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTlON 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE
FOUND SECTlON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 2000101012900001.
HOMEOWNERS ASSOCIATION
THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATlON, A WASHINGTON NONPROFIT CORPORATlON, WAS ESTABLISHED WITH THE OFFICE OF THE
WASHINGTON SECRETARY OF STATE'S CORPORATlONS AND CHARITlES DIVISION EFFECTlVE JUNE 3, 2016.
DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS
ALL LOTS IN THIS SHORT SUBDIVISION PLUS TRACT A ARE SUBJECT TO THAT CERTAIN '1JECLARATlON OF COVENANTS, CONDITlONS, EASEMENTS
AND RESTRICTlONS FOR THE MERLINO SHORT PLAT" RECORDED UNDER KING COUNTY RECORDING NUMBER _____________ .
TRACT A NOTE
TRACT A, WHICH IS PRIMARILY AN OPEN SPACE TRACT, ENCOMPASSES
(1) RELA TlVEL Y LARGE AREAS OF STEEP SLOPES (NEARLY ALL OF WHICH ARE CATEGORIZED AS 'PROTECTED SLOPES" UNDER
CURRENTlL Y APPLICABLE CITY OF RENTON REGULATlONS);
(2) STORM DRAINAGE CONVEYANCE ELIEMENTS (INCLUDING PIPE SEGMENTS AND SEGMENTS OF ROCK-LINED AND GRASS-LINED DITCHES
AND APPURTENANCES) THAT TOGETHER RECEIVE AND CONVEY DISCHARGE WATER FROM (A) THE DISCHARGE PIPES OF THE STORM
WATlER DETENTlON VAULT (A DETENTlON VAULT THAT HAS BEEN CONSTRUCTED BENEATH THE CEDAR AVENUE CUL-DE-SAC TO
PROVIDE STORMWA TER DETENTlON FOR BOTH THIS SHORT SUBDIVISION DEVELOPMENT AND A PORTlON OF ABUTTING CEDAR
AVENUE) TO (B) A CONNECTlON WITH AN UNDERGROUND STORM WATER PIPE AT A POINT ALONG TRACT A'S WEST BOUNDARY
ABUmNG THE INTERSTATE 405 RIGHT-OF-WAY (SEE SHEET 4 OF 4 HEREOF FOR APPROXIMATE LOCATlONS);
(3) AREAS SUBJECT TO THREE EXISTlNG EASEMENTS IN FAVOR OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATlON (THE
APPROXIMATE LOCATIONS OF WHICH AREAS ARE DEPICTED ON SHEET 3 OF 4 HEREOF); AND
(4) AN EXISTlNG INGRESS, EGRESS, AND UTlLlTlES EASEMENT THAT BENEFITS CERTAIN PROPERTY TO THE NORTH OF TRACT A (THE
APPROXIMATE LOCATION OF THAT EASEMENT IS DEPICTED ON SHEET 3 OF 4 HEREOF).
THE APPROXIMATE LOCATlONS WITHIN TRACT A OF (1) THE TWO 'PROTECTED SLOPE" AREAS AND (2) THE ABOVE-NOTED DRAINAGE CONVEYANCE
PIPES, DRAINAGE DITCH CONVEYANCE ELEMENTS, AND A TYPE 2 CATCH BASIN WlTH A DEBRIS CAGE ON TOP LOCATED NEAR TRACT A'S COMMON
BOUNDARY WITH THE 1-405 RIGHT-OF-WAY ARE DEPICTED ON SHEET 4 OF 4 HEREOF.
SHEET 3 OF 4 HEREOF DEPICTS THE APPROXIMATE LOCATlON OF A WOOD SPLIT-RAIL FENCE IN THE SOUTHEAST PORTION OF TRACT A. THAT
FENCE IS LOCATED AT OR NORTH OF THE NORTH EDGE OF A CITY OF RENTON-REQUIRED 75-FOOT-WlDE STREAM BUFFER THAT EXTENDS
PARTlLY INTO TRACT A FROM A CLASS 3 STREAM LYING WITHIN A PARCEL OF LAND TO THE SOUTH OF TRACT A (A PARCEL THAT IS OWNED BY
THE STATE OF WASHINGTON). AS PART OF MITlGATlON MEASURE 7 OF THE CITY'S SEPTlEMBER 19, 2014 ADMINISTRATlVE SHORT PLAT APPROVAL
DECISION FOR THIS SHORT PLAT. THE CITY OF RENTON REQUIRES THAT THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATlON MAINTAIN THIS FENCE.
CONVEYANCE OF TRACT A TO THE HOMEOWNERS ASSOCIATION
MERLINO LAND DEVELOPMENT CO., INC., A WASHINGTON CORPORATION, HEREBY (1) CONVEYS AND QUITCLAIMS TRACT A TO THE CEDAR
HIGHLANDS HOMEOWNERS ASSOCIATlON, A WASHINGTON NONPROFIT CORPORATlON, SUBJECT TO THE VARIOUS EASEMENTS WITHIN TRACT A THAT
ARE SET FORTH ON THIS SHORT PLAT AND SUBJECT TO ALL PRE-EXISTlNG EASEMENTS AND ENCUMBRANCES OF RECORD AND (2) DELEGATES TO
SAID HOMEOWNERS ASSOCIA TlON ALL OBLIGATIONS FOR THE MAINTENANCE OF TRACT A.
NAME OF THIS SHORT PLAT USED DURING THE CITY OF RENTON'S PREIJMINARY SHORT
PLAT ~ PROCESS
NOTE THAT DURING THE CITY OF RENTON'S ADMINISTRATlVE REVIEW OF THE PRELIMINARY VERSION OF THIS SHORT PLAT UNDER CITY OF RENTON
FILIE NO. LUAI4-000568-SHPL-A, THIS SHORT WAS REFERRED TO AS THE 'MERLINO SHORT PLAT." CIVIL CONSTRUCTlON DRAWINGS FOR THIS
SHORT PLATs INFRASTRUCTURE IMPROVEMENTS ARE ALSO ON FILE WITH THE CITY UNDER THE NAME 'MERLINO SHORT PLAT."
RECEIVED ffi
NOV 1 8 2016 \]7
CITY OF Ric \irON
PLAr4NING Dll; IS/ON
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963 OWN. BY
RDW
PLANNING· SURVEYING CHKD. BY
VICINITY MAP
I" = 1400'± AT FULL &IZE
CEDAR HIGHLANDS
SHORT PLAT
DATE
9/19/2016
SCALE
JOB NO.
04139M
SHEET
1 OF 4
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
LUA14-000568-SHPL -A
LNO-20-0602
CITY OF RENTON, KING COUNTY, WASHINGTON
NATIVE GROWTH PROTECTION EASEMENT
THE TWO AREAS OF TRACT A DEPICTED AS 'PROTECTED SLOPE" AREAS ON SHEET 4 OF 4 HEREIN ARE EACH HEREBY DECLARED TO BE A
NA TlVE GROWTH PROTECTION EASEMENT (,NGPE"), SUBJECT TO THE EASEMENTS DEPICTED ON OR OTHERI'IISE REFERRED TO ON THIS SHORT PLAT.
THE PURPOSE OF THE NGPE SHALL BE FOR PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION,
MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PRDTECTION OF PLANT AND ANIMAL HABITAT. SUBJECT TO THE
EASEMENTS DEPICTED ON OR OTHERWISE REFERRED TO ON THIS SHORT PLAT, THE NGPE RESTRICTING EACH OF THOSE TWO AREAS PROHIBITS
ALIL PRESENT AND FUTURE OWNER(S) OF TRACT A FROM DISTURBING ANY TREES AND OTHER VEGETATION WITHIN THE NGPE UNLESS DONE
PURSUANT TO THE EXPRESS WRITTEN PERMISSION OF THE CITY OF RENTON AS PART OF AN ENHANCEMENT PROGRAM. THIS PROHIBITION SHALL
BE ENFORCEABLE BY THE CITY OF RENTON. EXCEPT AS PROVIDED FOR ABOVE, NEITHER THE OWNER(S) OF TRACT A NOR THE OWNERS OF ANY
OF T1HE LOTS CREATED BY THIS SHORT SUBDIVISION MAY CUT, PRUNE, COVER 'MTIH FILL, REMOVE, OR DAMAGE THE VEGETATION WlTlHIN T1HE
NGPE OR INSTALL NEW VEGETATION WITHIN IT. A RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO T1HE AGENTS, REPRESENTATIVES, AND
EMPLOYEES OF T1HE OWNER(S) OR SUBSEQUENT OWNER(S) OF THE PROPERTY UNDERLYING EACH NGPE.
PUBIJC SIDEWALK EASEMENT HEREBY GRANTED TO THE CITY OF RENTON
A NONEXCLUSIVE PUBLIC SIDEWALK EASEMENT IS HEREBY GRANTED TO T1HE CITY OF RENTON FOR PUBLIC WALKWAY PURPOSES OVER AND ALONG
THE 3.00-FOOT-'MDE STRIP OF LAND 'MTHIN LOT 7 ABUTTING A PORTION OF THE EDGE OF THE CUL-DE-SAC RIGHT-OF-WAY INDICATED ON
SHEET 3 OF 4 HEREIN AS A "PUBLIC SIDEWALK EASEMENT". THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR
OF PUBLIC WALKWAY FACILITIES WITHIN SAID EASEMENT.
DRAINAGE EASEMENTS HEREBY GRANTED TO THE CITY OF RENTON
NONEXCLUSIVE EASEMENTS ARE HEREBY GRANTED TO THE CITY OF RENTON, A WASHINGTON MUNICIPAL CORPORATION, OVER, UNDER, ALONG, AND ACROSS THE TWO
15.00-FOOT-WIDE STRIPS OF LAND DEPICTED AS "DRAINAGE EASEMENTS TO RENTON" ON SHEET 3 OF 4. THESE EASEMENTS ARE FOR T1HE PURPOSES OF CONVEYING,
MANAGING, AND FACILITATING STORM AND SURFACE WATER PER T1HE ENGINEERING PLANS APPROVED FOR THIS SHORT SUBDIVISION BY T1HE CITY OF RENTON, TOGETHER 'MTH
THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) OVER AND ACROSS THE TWO SAID STRIPS OF LAND FOR T1HE PURPOSES OF INSPECTING, OPERATING, MAINTAINING,
REPAIRING, IMPROVING AND REPLACING T1HE DRAINAGE FACILITIES CONTAINED THEREIN.
PRIVATE DRAINAGE EASEMENTS AND MAINTENANCE OF THE DRAINAGE IMPROVEMENTS LYING WITHIN THEM
NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF UNDERGROUND STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER,
UNDER, ALONG, AND ACROSS THE 10.00-FOOT-WiDE PORTIONS OF LOTS 2, 3, AND 4 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." TlHESE
EASEMENTS SHALL RUN WITH THE LAND, BURDENING THOSE PORTIONS OF LOTS 2, 3, AND 4 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE
THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS 1, 2, 3, AND 4 (AND INURE TO THE BENEFIT OF
THE OWNERS OF EACH OF THOSE FOUR LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS).
NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF STORM DRAIN PIPES AND APPURTIENANCES ARE HEREBY DECLARED OVER, UNDER, ALONG,
AND ACROSS THE 1D.OO-FOOT-WIDE PORTIONS OF LOTS 6 AND 7 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." THESE EASEMENTS SHALL RUN
WITH THE LAND, BURDENING THOSE PORTIONS OF LOTS 6 AND 7 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE TWO LOTS AND THEIR
RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS 5, 6, AND 7 (AND INURE TO THE BENEFIT OF RESPECTIVE OWNERS OF
EACH OF THOSE THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS).
TlHE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION SHALL HAVE A PERPETUAL RIGHT AND DUTY TO MAINTAIN AND REPAIR THE STORM DRAIN PIPES AND APPURTENANCES
LOCATED IN TlHE ABOVE-STATIED PRIVATE DRAINAGE EASEMENTS THAT BURDEN PORTIONS OF LOTS 2, 3, AND 4 AND PORTIONS OF LOTS 6 AND 7.
STORMWATER RUNOFF FLOW CONTROL BMP REQUIREMENTS FOR EACH LOT
The stormwater detention and water quality vault that has been constructed beneath the cul-de-sac at the south end of Cedar Avenue
to serve the seven lots set forth on this short plat and serve a portion of Cedar Avenue has been designed per City of Renton drainage
regulations that, in this case, involve implementation on each lot of at least one of the following two types of Best Management
Practices (BMPs): (1) a "Basic Dispersion" BMP or (2) a "Reduced Impervious Surface Credit" BMP, as each of those types of BMP is
more fully described on page 16 of the "Final Technical Information Report for MERLINO SHORT PLAT" (U14-005777 and B15-000896)
prepared by the Bellevue, Washington engineering, planning, and land surveying firm CORE DESIGN (the "Final TIR") and dated April 22,
2015, a copy of which is on file with the City of Renton Development Services Division. On a lot-by-Iot basis, at the time of the City's
building permit application review for a building permit for a residence on each lot, the owner(s) of that particulor lot must select which
of the two BMPs is to be used for the lot. The owner(s) of that lot, and their personal representatives, heirs, successors, and assigns in
interest, must thereafter implement the selected BMP for the particular lot so as to (A) meet the relevant City requirements for the
selected 8MP and (8) be consistent with page 16 of the Final TIR for the selected BMP for that particular lot. As part of the building
permit process for the residence building on such lot, the owner(s) of the lot must submit to the City of Renton for recording with the
King County Recorder in the County's real property records (to run with the title to the lot) a "Declaration of Covenant for Maintenance
and Inspection of Flow Control BMP" in a form acceptable to the City. [As an alternative to using only a "Basic Dispersion" BMP or only
a "Reduced Impervious Surface Credit" BMP, a combination of the "Basic Dispersion" BMP and the "Reduced Impervious Surface Credit"
BMP may be used if acceptable to the City of Renton.]
SETBACK NOTES
1. DURING 2009 (ONE OF THE YEARS DURING WHICH THE STATE OF WASHINGTON OWNED TlHE ENTIRETY OF THE LAND THAT IS HEREIN SHORT
SUBDIVIDED), AS PART OF THE "1-405 RENTON STAGE 2 DESIGN/BUILD PROJECT" FOR THE WIDENING OF INTIERSTATE 405 THROUGH RENTON,
MOST OF THE SUBJECT LAND WAS FILLED WITH COMPACTED SOIL BY 1-405 CORRIDOR DESIGN-BUILDERS ("CDB") TO ITS CURRENT GRADE
PURSUANT TO A CDB "CONTOUR GRADING" DRAWING THAT HAD BEEN PREPARED IN CONJUNCTION WITH A CDB TECHNICAL MEMORANDUM
ENTlTlLED "TIECHNICAL MEMORANDUM, 1-405 RENTON STAGE 2 DESlGNjBUILD PROJECT, WSDOT EXCHANGE PROPERTY REINFORCED SOIL SLOPE,
GEOTECHNICAL DESIGN RECOMMENDATIONS MEMORANDUM, DATIED AUGUST 14, 2009: THAT CDB TECHNICAL MEMORANDUM SUMMARIZES TlHE
GEOTECHNICAL RECOMMENDATIONS AND DESIGN CRITERIA FOR THE DESIGN AND CONSTRUCTION OF THE REINFORCED SOIL SLOPE (RSS)
REQUIRED TO CONSTRUCT THE FILL. TlHAT FILL IS ALSO THE SUBJECT OF AN APRIL 23, 2014 REPORT PREPARED BY ICICLE CREEK
ENGINEERS, INC. ENTlTlLED "GEOTECHNICAL ENGINEERING SERVICES CRill CAL AREAS REPORT, MERLINO SHORT PLAT PROPOSED SEVEN-LOT
RESIDENTIAL DEVELOPMENT, RENTON, WASHINGTON, ICE FILE NUMBER 0864-002.· THE ICICLE CREEK REPORT (WHICH REFERS TO THE RSS AS
AN "ENGINEERED PROTECTED SLOPE") AND AS AN "ENGINEERED FILL SLOPE" RECOMMENDS ON PAGE 7 THAT "(A) A BUILDING SETIBACK OF
25 FEET FROM T1HE ENGINEERED PROTECTED SLOPE AREA ALONG TlHE WEST SIDE OF ALL SEVEN OF TlHE PROPOSED LOTS, (B) A BUILDING
SETIBACK OF 10 FEET FROM THE PORTION OF THE ENGINEERED FILL SLOPE AREA TO THE NORTH OF LOT 1, AND (C) A BUILDING SETIBACK
OF 10 FEET FROM TlHE PORTION OF THE ENGINEERED FILL SLOPE AREA TO THE SOUTH OF LOT 7, AS SHOWN ON FIGURE 2 [OF THE ICICLE
CREEK REPORT]'"
FOLLOWING AN INDEPENDENT SECONDARY REVIEW OF THE ICICLE CREEK REPORT AND OF THE CDS TlECHNICAL MEMORANDUM [A SECONDARY
REVIEW PERFORMED BY ASSOCIATED EARTH SCIENCES INC. ("AESI") FOR THE CITY OF RENTON], THE CITY (1) CONCURRED WITH THE
BUILDING SETBACK RECOMMENDATIONS FROM THE TOP OF TlHE ENGINEERED PROTECTED SLOPE DESCRIBED IN TlHE ICICLE CREEK REPORT AND
(2) REQUIRED AS CONDITIONS OF SHORT PLAT APPROVAL THAT (A) THOSE SETIBACKS BE NOTED ON TlHE FACE OF TlHE SHORT PLAT PLAN
AND (B) A NOTIE BE SET FORTH ON THE SHORT PLAT THAT STATES THAT "THE REINFORCED SOIL SLOPE (RSS) WAS EVALUATIED FOR SLOPE
STABILITY FOR RESIDENCES (TYPICAL TWO-STORY, WOOD-FRAME CONSTRUCTION) ONLY" AND THAT "ADDITIONAL STRUCTURES SHOULD BE
EVALUATED FOR SLOPE STABILITY."
2. IN VIEW OF NOTE 1, ABOVE, ALL FUTURE OWNERS OF ANY OF THE LOTS ARE HEREBY ADVISED AS FOLLOWS;
A. SEE SHEET 3 OF 4 HEREOF FOR A DEPICTION OF THE APPROXIMATE LOCATIONS OF THE FOLLO'MNG:
(1) TlHE MINIMUM 25-FOOT-WIDE REAR YARD BUILDING SETIBACK FOR ALL STRUCTURES ON LOTS 1 THROUGH 7 FROM THE TOP OF
TlHE ENGINEERED PROTIECTED SLOPE LOCATED AT OR NEAR AND ALONG TflE WEST EDGE OF LOTS 1 TlHROUGH 7;
(2) THE MINIMUM 10-FOOT-'MDE SIDE YARD BUILDING SETIBACK FOR ALL STRUCTURES ON LOT 1 FROM THE TOP OF THE
ENGINEERED PROTECTED SLOPE LOCATED AT OR NEAR AND ALONG THE NORTIH EDGE OF LOT 1; AND
(3) TlHE MINIMUM 10-FOOT-I'IIDE SIDE YARD BUILDING SETIBACK FOR ALL STRUCTURES ON LOT 7 FROM THE TOP OF THE
ENGINEERED PROTECTED SLOPE LOCATIED AT OR NEAR AND ALONG THE SOUTH EDGE OF LOT 7.
B. THE REINFORCED SOIL SLOPE (RSS) (ALSO KNOWN AS THE "ENGINEERED PROTECTED SLOPE" AND AS THE ENGINEERED FILL SLOPE"
WAS ONLY EVALUATIED FOR SLOPE STABILITY FOR CONSTRUCTION OF A RESIDENCE (TYPICAL TWO-STORY, WOOD-FRAME
CONSTRUCTION) ON EACH OF THE SEVEN LOTS. ANY ADDITIONAL STRUCTURE OR ANY OTHER TYPE OF RESIDENCE STRUCTURE
PROPOSED TO BE PLACED ON ANY OF THE SUBJECT LOTS MUST FIRST BE EVALUATED FOR AND IN RELATION TO STABILITY OF TlHE
RSS (ENGINEERED PROTECTED SLOPE) BY A LICENSED ENGINEERING GEOLOGIST OR PROFESSIONAL ENGINEER EXPERIENCED WITH
GEOTECHNICAL MA TTlERS, AND ALL REQUIRED PERMIT(S) MUST BE OBTAINED FROM THE CITY OF RENTON PRIOR TO CONSTRUCTION
OF ANY SUCH STRUCTURE.
SURVEYOR'S NOTES
1. ALL TlTlLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIDELITY NATIONAL TITILE INSURANCE COMPANY SUBDIVISION
GUARANTEE NUMBER WA-FBCM-IMP-27WAG14-1-14-20368801. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO
INDEPENDENT TlTlLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITILE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN
TlHOSE SHOWN ON TlHE MAP AND DISCLOSED BY TlHE REFERENCED FIDELITY NATIONAL GUARANTEE. CORE DESIGN, INC. HAS RELIED SOLELY
ON FIDELITY NATIONAL'S REPRESENTATIONS OF THE TlTILE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC.
QUALIFIES TlHE MAP'S ACCURACY AND COMPLETENESS TO T1HAT EXTIENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON APRIL 8, 2014. ALL SURVEY CONTROL INDICATED AS
"FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL, 2005.
3. PROPERTY AREA = 160,943± SQUARE FEET (3.6947± ACRES).
4. ALL DISTANCES DEPICTED ON SHEETS 3 AND 4 HEREIN ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR
AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR
EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
CEDAR HIGHLANDS
SHORT PLAT CORE
\.,; / DESIGN
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963 DWN. BY DATE
RDW 9/19/2016
JOB NO.
041391.1
ENGINEERING PLANNING· SURVEYING CHKD. BY SCALE SHEET
2 OF 4
FOUND NORTH QUARTER CORNER
CITY OF RENTON
CONTROL POINT NO. 415
1 1/2" BRASS DISK
IN 4" CONCRETE MONUMENT
DOWN 0.7' IN CASE
17 ;~" 20
I \ I ,
I \
I \
I
I en
1 0
I~ o
I
LOT ADDRESSES
701 CEDAR AVENUE S
711 CEDAR AVENUE S
717 CEDAR AVENUE S
801 CEDAR AVENUE S
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W,M,
CITY OF RENTON, KING COUNTY, WASHINGTON
SCALE: 1 "
LUA 14-000568-SHPL-A
LND-20-0602
40'
FOUND BRASS PIN IN ~
CONCRETE MONUMENT ~ I ./
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
803 CEDAR AVENUE S o 20 40 80
0.05' NORTH OF LINE /
CITY OF RENTON ~EPJ;I!t----
CONTROL POINT NO. 418 \
I \
807 CEDAR AVENUE S
819 CEDAR AVENUE S
HIGHLAND ADDI1l0N TO
THE TOWN OF RENTON,
.' .1-1 __ 1
1 VOLUME 17 OF PLATS, PAGE 032
I~
ai
l:::l
I
/
/
FOUND TACK IN LEAD L------;~--I...-~~~~~~~~;;1-----..L----~;a;~~;~------__:=~:_::_:=::=_=_:;:-:~----J~------l-----....,[J WITH WASHER~ I 0.06' NOR111 AND / __ ~ 10' PSE Ul1LlTY SYSllEMS ESM'T CEDAR AVE. S
0.03' EAST OF PROPERTY CORNER --REC. NO. 20160128000867 RIGHT-OF-WAY DEDICA110N PER REC. NO. -------I
N01'25'52"E 612,30 FOR WIDENING OF CEDAR AVE. S (INCLUDING CUL-DE-SAC BULB) '0
2
4 3
1 1 __ 20.01 ~
374+54.58 \.-~
R445.03 \,..-•
INGRESS, EGRESS AND
Ul1LlTY EASEMENT
REC. NO. 7910230907
PLAT NO.1 OF RENTON
CO-OPERAl1VE COAL COMPANY'S
ACRE TRACTS
VOLUME 9 OF PLATS, PAGE 29
7.00 " )I(
)I( )I( )I( 627.91
I
I
I
I
I
I
I
---_J
47.99
R=25.00
,",,--l\= 73'20' 48"
L=32.00
" i1~ (j>, (~ <1.1. .2.85
l5' '" 'I, --,--<;p.--'uS --7 0: z
8,150± SF ~~! ~
00 CD '<»~ -~----------________ J ~
0001 0001 0001 65.01 65.01
TOP OF ENGINEERED PROllECTED SLOPE NOO'31'21"E 457.47
(LOCATED AT OR NEAR 111E ENl1RETY OF 111E WEST LINE OF LOTS 1 111ROUGH 7) -'--------------_____ _
SEE SEffiACK NOTES, SHT. 2 OF 4
TRACT A
103,441± SF
99.45
TOP OF ENGINEERED PROTECTED SLOPE
(LOCATED AT OR NEAR 111E SOUTH LINE OF LOT 7)
SEE SEllBACK NOTES, SHT. 2 OF 4
---------SEE NOTE, SHl 1 OF 4
SEE DETAILS, SHT. 4 OF 4
I
I
374+37.73
R202.34
1;'--
t INTERSTATE 405
I 1-405 CENTERLINE
PER REF. 7 TIES TO NORTHWE
----------
R=210J.46
11=15'21'44"
L=563.99
80' EASEMENT
RESERVIED BY WSDOT
FOR PLACEMENT OF SOIL NAILS
AND FOR INGRESS AND EGRESS
PER DEED REC. NO 20110802000538
LEGEND
CD THE INDICATED DASHED LINE IS THE APPROXIMATE LOCA110N OF THE REQUIRED MINIMUM 10-FOOT-WIDE
SIDE YARD BUILIDING SEllBACK FROM 111E TOP OF ENGINEERED PROTECTED SLOPE ALONG THE NORTH EDGE
OF LOT 1. (ALSO, SEE SEllBACK NOllES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
CD THE INDICATED DASHED LINE IS THE APPROXIMAllE LOCA110N OF THE REQUIRED MINIMUM 10-FOOT-'MDE
SIDE YARD BUILDING SEllBACK FROM 111E TOP OF ENGINEERED PROTECllED SLOPE ALONG 111E SOUTH EDGE
OF LOT 7. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
------
1-405 fAST RIGHT OF W
!\ Y LINE
PER REF. 8
--
~ FOUND MONUMENT AS NOllED
------
• SET 1/2" REBAR Wl111 YELLOW PLASl1C CAP
STAMPED "COIRE 44653"
:. SET TACK AND WASHER STAMPED "CORE 44653" IN CURB
ON EXllENSION OF PROPERTY LINE IN LIEU OF FRONT CORNER
AT 13.25' OFFSET TO CORNER UNLESS OTHERWISE NOTED
--------
---
I
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<0 ,..,
d en
APPROXIMA llE LOCA 11 ON OF
WOOD SPLIT-RAIL FENCE)
SEE TRACT A NOTE,
SHEET 1 OF 4
. 75' ,
)
STREAM '.
BUFFER
, CLASS 3--...., \
STREAM "\
APPROX, LOCA 11 ON OF
12' RELOCATED TERMINABLE \
EASEMENT FOR
INGRESS AND EGRESS
TO WSDOT RECORDED
\ UNDER RECOR~NG NO, 20150630000\1
\ ' .
\ ~ \
\
\
\
CLASS 5~~
STREAM
\
'\
"-
20' PERPETUAL INGRESS AND
EGRESS EASEMENT RESERVED
BY WSDOT PER DEED
REC, NO 20110802000538
368+50,32
R221.16 CALC
(R221.16 REF8)
1
\
\
I
\
\
\
CORNER SECTION 20 AND TO ~ES~~~N I / QUARTER CORNER OF SECTION 20.
1\--")-
CD THE INDICATED DASHED LINE IS THE APPROXIMATE LOCAllON OF THE REQUIRED MINIMUM 25-FOOT-WiDE
REAR YARD BUILDING SEllBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE WEST EDGE
OF LOTS 1 THROUGH 7. (ALSO, SEE SEllBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.) SHORT PLAT PLAN SHEET
r--86'1'38"
t!j REF. 7 o::~
CD BESIDES THE REQUIRED MINIMUM SEllBACKS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE, THE
CITY OF RENTON HAS OTHER REQUIRED BUILDING SETBACKS SPECIFIED IN APPLICABLE PROVISIONS OF THE
RENTON MUNICIPAL CODE 111AT RELATE TO LOTS 1 111ROUGH 7.
FOUND SECTION CORNER
3" BRASS DISK
IN 3" CONC. MONUMENT
DO'hN 0.7' IN CASE
~
ai
~ co
I~
o PRIVAllE DRAINAGE EASEMENT. SEE llEXT, SHEET 2 OF 4
® PUBLIC SIDEWALK EASEMENT. SEE llEXT, SHEET 2 OF 4 CORE
CEDAR HIGHLANDS
SHORT PLAT
CD DRAINAGE EASEMENTS TO RENTON. SEE llEXT, SHEET 2 OF 4 I 1;~f~O
18 19 \: /DESIGN
ENGINEERING
1471 1 NE 29th Place Suite 10 1
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING· SURVEYING
OWN. BY DATE
RDW
CHKD. BY SCALE
9/19/2016
JOB NO.
04139M
SHEET
3 OF 4
PLAT NO. 1 OF RENTON
CO-OPERATIVE COAL COMPANy'S
ACRE TRACTS
VOLUME 9 OF PLATS, PAGE 29
17 ~ 20 I ~ I \
I \
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I I~
Cl
I
11 I
~'
\
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A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
HIGHLAND ADDITION TO
THE TOWN OF RENTON,
VOLUME 17 OF PLATS, PAGE 032
3 4
SCALE: 1"
LUA 14-000568-SHPL-A
LND-20-0602
40'
o 20 40 80
.. ' _I~~I __ I
I ~ __ L--------------~--------~---------------L------~C;E~D~~~R~A~~;E~.~s------------~--------______ ~ ______ ~ __________ ~ ________ ~
¥.=.=.--N01'25'52"E 612.30
II r---20.01 ,
\ , .... -
1
7,112± SF
EXISTING SWALE
1-405 CENTERLINE
PER REF. 7 TiES TO NORTHWEST SECTiON
CORNER SECTION 20 AND TO TH I / QUARTER CORNER OF SECTiON 2~. WEST
'1\ )
": 86'1'38"
~_ REF. 7
* m
C'I
IX)
I~ I l;~f~O
18 19
2
6,709± SF
LEGEND
--5D--
PROTECTED SLOPE AREA
SEE TRACT A NOTE,
SHEET 1 OF 4
STORM DRAINAGE PIPE
SEE TRACT A NOTE.
SHEET 1 OF 4
627.91
3 4
6,652± SF 6,595± SF
INTERSTATE 405
5
7,080± SF 6
7,013± SF 7
8,150± SF
WEST END OF 6" DIA.
DISCHARGE PIPE FROM
CUL-DE-SAC
12" DRAINAGE PIPE---qr~
S\l~S\l
~ -~12" DRAINAGE PIPE
~S\l
cO
CORE
\: ,/DES/GN
ENGINEERING
7471 7 NE 29th Place Suite 701
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING· SURVEYING
OWN. BY
CHKD. BY
RDW
----.....
WEST END OF 12" DIA.
DISCHARGE PIPE FROM
STORM WATER VAULT
BENEATH CUL-DE-SAC
EXISTING ROCK-LINED
SWALE
•
\
~ •
•
• . J
TRACT A DETAIL SHEET
CEDAR HIGHLANDS
SHORT PLAT
DATE
9/19/2016
SCALE
JOB NO.
04139M
SHEET
4 OF 4
CITY OF RENTON SHORT PLAT
LUA 14-568-SHPL-A
LND-XX -XXXX
OWNER'S DECLARATION
KNOW ALL PERSONS BY 1HESE PRESENTS 1HAT 1HE UNDERSIGNED CORPORATION, WHICH IS THE
OWNER OF 1HE LAND HEREIN DESCRIBED, DOES HEREBY (1) MAKE A SHORT SUBDIVISION
1HEREOF, (2) DECLARES 1HAT THIS SHORT PLAT IS THE GRAPHIC REPRESENTATION OF SAME
AND 1HAT THIS SHORT SUBDIVISION IS MADE 'MTH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE OWNER, (3) GRANTS AND DECLARES THE EASEMENTS HEREIN
DESCRIBED AS BEING GRANTED OR DECLARED, (4) GRANTS AND CONVEYS TRACT A, AS
DESCRIBED HEREIN, AND (5) DELEGATES MAINTENANCE OBLIGATIONS AS DESCRIBED HEREIN.
IN WITNESS WHEREOF WIE HAVE SET OUR HANDS AND SEAL(S).
MERLINO LAND DEVELOPMENT CO., INC .. A WASHINGTON CORPORATION
BY:
GARY M. MERLINO, PRESiDENT
STATE OF WASHINGTON )
)SS
COUNTY OF KING )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE 1HAT GARY M. MERLINO IS 1HE
PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWILEDGED THAT HE SIGNED THIS
INSTRUMENT, ON OATH STATED 1HAT HE WAS AU1HORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWILEDGED IT AS 1HE PRESIDENT OF MERLINO LAND DEVELOPMENT CO., INC., A
WASHINGTON CORPORATlON, TO BE 1HE FREE AND VOLUNTARY ACT OF SUCH CORPORATlON FOR
THE USES AND PURPOSES MENTlONED IN THE INSTRUMENT.
DATED: ____ ,~ 2016.
PRINTED NAME:
NOTARY PUBLlC""'IN~AN""D-F--O-R -1H-E-S-TA--TE---O~F --WA--S7":H:INGTON
RESIDING AT _____ _
MY APPOINTMENT EXPIRES
CITY OF RENTON AFPROV ALS
EXAMINED AND APPROVED THIS __ DAY OF ______ , 2016
BY.
CITY OF RENTON ADMINISTRATOR, PUBLIC WORKS
DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED 1HIS __ DAY OF . ___ ,2016
ASSESSOR
DEPUTY ASSESSOR
ACCOUNT NUMBER ______ . _____ ~X=XX.:.:..:X ____ _
RECORDER'S CERTIFICATE ......................................... ,
FILED FOR RECORD THIS ...................... DAY OF ................................................................ , 20 ...... .
AT ................ M IN BOOK ................. OF ............................................ AT PAGE .................... AT
THE REQUEST OF ................................... ~~~~~~ .............................................................................. ..
MANAGER SUPT. OF RECORDS
. ,~" " '.( . " ,-'" ',----,
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LEGAL DESCRIPTION OF THE PROPERTY HEREIN SHORT PLATTED
1HAT PORTION OF THE BELOW-DESCRIBED PARCEL "An DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATlON (HEREINAFTER REFERRED TO AS HES) 369+17± ON 1HE SR 405 LINE SURVEY OF
SR 405, SR 515 VIC. TO S. 6TH ST. VIC. AND 512.01 FEET EASTERLY 1HEREFROM, SAID POINT BEING ON THE EASTERLY BOUNDARY OF SAID
PARCEL "A'~ THENCE WESTERLY TO A POINT OPPOSITE HES 368+50.32 ON SAID LINE SURVEY AND 221.15 FEET EASTERLY 1HEREFROM; 1HENCE
NOR1HERLY TO A POINT OPPOSITE HES 369+13.54 ON SAID LINE SURVEY AND 220.06 FEET EASTERLY 1HEREFROM; TlHENCE NORTHERLY ALONG A
CURVE TO THE LEFT HAVING A RADIUS OF 2103.46 FEET AND AN ARC DISTANCE OF 563.97 FEET TO A POINT OPPOSITE HES 374+37.72 ON SAID
LINE SURVEY AND 202.34 FEET EASTERLY 1HEREFROM AND THE NOR1HERLY LINE OF SAID SECTlON 20; 1HENCE EASTERLY ALONG SAID NORTHERLY
LINE TO A POINT OPPOSITE HES 374+54.58 AND 445_03 FEET EASTERLY THEREFROM, SAID POINT BEING ON TlHE WESTERLY LINE OF CEDAR AVENUE
SOUTH; THENCE SOUTHERLY ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING.
PARCEL "An
1HAT PORTION OF THE HENRY H. TOBIN DONATION LAND CLAIM NO. 37, TOWNSHIP 23 NOR1H, RANGE 5 EAST, W.M. LYING SOU1HERL Y AND
WESTERLY OF 1HE PLAT OF HIGHLAND ADDITION TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS,
PAGE 32, IN KING COUNTY, WASHINGTON; AND 1HAT PORTION OF THE NOR1HWlEST QUARTER OF 1HE NORTHWEST QUARTER (GOVERNMENT LOT 1) OF
SECTION 20, TOWNSHIP 23 NOR1H, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, L YlNG NORTHERLY OF PUGET SOUND POWIER AND LIGHT
COMPANY'S TRANSMISSION RIGHT-OF-WAY AND EAST OF PRIMARY STATE HIGHWAY NO.1, DESCRIBED AS FOLLOWS:
BEGINNING AT 1HE INTERSECTION OF THE NORTH LINE OF SAID SECTION 20, WITH THE WEST LINE OF SAID PLAT, WHICH POINT IS NORTH
89'59'27" WIEST 1,386.85 FEET FROM 1HE NORTH QUARTER CORNER OF SAID SECTlON; THENCE SOUTH 01'29'35" 'IllEST ALONG THE WEST
LINE OF SAID PLAT AND SAID LINE PRODUCED SOUTHERLY 973.04 FEET TO THE NOR1HERLY LINE OF PUGET SOUND POWER AND LIGHT
COMPANY'S TRANSMISSION RIGHT-OF-WAY; 1HENCE NORTH 67'03'41" WEST 471.66 FEET TO THE EASTERLY LINE OF PRIMARY STATE
HIGHWAY NO. I; THENCE NORTHERLY ALONG SAID HIGHWAY TO 1HE NORTH LINE OF SAID SECTION; THENCE SOUTH 89'59'27" EAST
ALONG SAID NORTH LINE 316.54 FEET TO THE POINT OF BEGINNING.
THE SPECIFIC DETAILS CONCERNING ALL OF 1HE ABOVE LEGAL DESCRIPTIONS ARE TO BE FOUND ON SHEETS 6 AND 7 OF 1HAT CERTAIN PLAN
ENTITLED SR 405, SR 515 VIC. TO S. 61H ST. VIC., NOW OF RECORD AND ON FILE IN THE OFFICE OF THE WASHINGTON SECRETARY OF
TRANSPORTATION AT OLYMPIA, WASHINGTON AND BEARING A DATE OF APPROVAL OF MAY 24, 2007.
(ALSO KNOWN AS "PARCEL X· OF 1HAT CERTAIN DECLARATlON OF LOT COMBINATlON APPROVED BY THE CITY OF RENTON DEPARTMENT OF
COMMUNITY AND ECONOMIC DEVELOPMENT UNDER PROJECT FILE NO. LUA-14-000568 AND RECORDED UNDER KING COUNTY RECORDING NO.
20141114001240.)
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
TITLE EXCEPTIONS CONTAINED IN UNDERLYING RECORDED DOCUMENTS
1. THIS SITE IS SUBJECT TO RELINQUISHMENT OF ALL EXISTING, FUTURE, OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW, AND AIR, AND
ALL RIGHTS OF INGRESS, EGRESS, AND REGRESS TO, FROM, AND BETWEEN SAID LAND AND 1HE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON
LANDS CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 4924770.
2. 1HE PORTION OF TRACT A HEREOF 1HAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED 'INGRESS, EGRESS AND UTILlTlES
EASEMENT REC. NO. 7910230907" IS SUBJECT TO 1HE TERMS AND CONDITlONS OF AN EASEMENT FOR INGRESS, EGRESS, AND UTlLlTlES AS
DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7910230907.
3. THE PORTIONS OF TRACT A HEREOF 1HAT ARE DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELlED (1) "20' PERPETUAL INGRESS AND
EGRESS EASEMEI·jT RESERVED BY WSDOT PER DEED REC. NO. 20110802000538" AND (2) ''BO-FOOT EASEMENT RESERVED BY WSDOT FOR
PLACEMENT OF SOIL NAILS AND FOR INGRESS AND EGRESS EASEMENT PER DEED RECORDING NUMBER 20110802000538" ARE SUBJECT TO
CERTAIN OF 1HE RESERVATIONS, EASEMENTS, COVENANTS, CONDITIONS, AND OTHER MATTERS AS DISCLOSED BY INSTRUMENT RECORDED UNDER
RECORDING NUMBER 20110802000538.
4. 1HIS SITE IS SUBJECT TO 1HE TERMS AND CONDITlONS OF A DECLARATlON OF LOT COMBINATlON AS DISCLOSED BY INSTRUMENT RECORDED
UNDER RECORDING NUMBER 20141114001240.
5. THE PORTION OF TRACT A HEREOF THAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELlED "APPROXIMATE LOCATION OF 12'
RELOCATED TERMINABLE INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NO. 20150630000721" IS SUBJECT TO THE TERMS AND
CONDITIONS OF A TERMINABLIE EASEMENT FOR INGRESS AND EGRESS TO WSDOT RECORDED UNDER RECORDING NUMBER 20150630000721,
SUBJECT TO ALL TERMS AND CONDITlONS TO ALLOW THE TERMINATION OF 1HE EASEMENT AS STATED IN THAT CERTAIN QUITCLAIM DEED
RECORDED UNDER RECORDING NUMBER 20110802000538, EXCEPT AS 01HER'MSE PROVIDED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER
20150630000721. (SAID TERMINABLE EASEMENT IS A SUBSTITUTE FOR 1HAT TERMINABLE, NONEXCLUSIVE EASEMENT FOR INGRESS AND EGRESS
SET FORTH IN THAT CERTAIN QUITCLAIM DEED RECORDED UNDER RECORDING NUMBER 20110802000538.)
6. 1HIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR UTILITY SYSTEMS FACILITlES ('MTH NO UTILITY POLES OR
OVERHEAD WIRES PERMITTED WITHIN 1HE "EASEMENT AREA" DEFINED 1HEREIN) GRANTED TO PUGET SOUND ENERGY, INC. AS DISCLOSED BY
INSTRUMENT RECORDED UNDER RECORDING NUMBER 20160128000867, Wl1H 1HE PERMITTED LOCATlON OF SUCH FACILITlES LIMITED TO TlHE
"EASEMENT AREA" DEFINED THEREIN.
REFERENCES
1. RECORD OF SURVEY RECORDED IN BOOK 47 OF SURVEYS, PAGE 89 UNDER KING COUNTY RECORDING NO. 8511129001.
2. RECORD OF SURVEY RECORDED IN BOOK 97 OF SURVEYS, PAGE(S) 79-79A UNDER KING COUNTY RECORDING NO. 9403039004.
3. RECORD OF SURVEY RECORDED IN BOOK 140 OF SURVEYS, PAGE 254 UNDER KING COUNTY RECORDING NO. 200010012900001.
4. THE PLAT OF HIGHLAND ADDITION TO 1HE TOWN OF RENTON, VOLUME 17 OF PLATS, PAGE 32, KING COUNTY, WASHINGTON.
5. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SR 405, JCT. S.S.H. NO.2-M TO JCT. P.S.H. NO.2 IN RENTON, KING COUNTY,
SHEETS 4 AND 5, DATED SEPT. 10, 1957.
6. SHORT PLAT RECORDED IN BOOK 138, PAGE 67, UNDER KING COUNTY RECORDING NO. 20000605900013.
7. RECORD OF SURVEY RECORDED IN BOOK 190 OF SURVEYS, PAGES 282-295 UNDER KING COUNTY RECORDING NO. 20050728900039.
8. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY AND LIMITED ACCESS PLAN FOR SR 405, SR 515 VICINITY TO S. 6TH
STREET VICINITY, SHEETS 6 AND 7, DATED MAY 24, 2007
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE APPROPRIATE STATE STATUTES AND RENTON
MUNICIPAL CODE PROVISIONS IN ................................................. , 2016
...... ~9.~.~~~.g~X!~ ... ~~~, .. ?:~·.?: ................ .
CERTIFICATE NO. .. .... H.~~~.
cORE
\,.; /' DESIGN
ENGINEERING
LUA 14-568-SHPL-A
LN D-XX -XXXX
BASIS OF BEARINGS
N89'59'25"W ALONG THE NORTH LINE OF THE NOR1HWEST QUARTER OF SECTION 20 BETWEEN THE FOUND NOR1H QUARTER CORNER AND THE
FOUND SECTlON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 2000101012900001.
HOMEOWNERS ASSOCIATION
THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION, A WASHINGTON NONPROFIT CORPORATlON, WAS ESTABLISHED WITH TlHE OFFICE OF 1HE
WASHINGTON SECRETARY OF STATE'S CORPORATIONS AND CHARITIES DIVISION EFFECTIVE JUNE 3, 2016.
DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS
ALIL LOTS AND TRACT A IN THIS SHORT SUBDIVISION ARE SUBJECT TO 1HAT CERTAIN '1)ECLARATlON OF COVENANTS, CONDITIONS, AND
RESTRICTIONS FOR THE "CEDAR HIGHLANDS SHORT PLAT" RECORDED UNDER KING COUNTY RECORDING NUMBER
TRACT A NOTE
TRACT A, WHICH IS PRIMARILY AN OPEN SPACE TRACT, ENCOMPASSES
(1) RELA TlVEL Y LARGE AREAS OF STEEP SLOPES (NEARLY ALL OF WHICH ARE CATEGORIZED AS 'PROTECTED SLOPES" UNDER
CURRENTLY APPLICABLE CITY OF RENTON REGULA TlONS);
(2) STORM DRAINAGE CONVEYANCE ELEMENTS (INCLUDING PIPE SEGMENTS AND SEGMENTS OF ROCK-LINED AND GRASS-LINED DITCHES
AND APPURTENANCES) 1HAT TOGETHER RECEIVE AND CONVEY DISCHARGE WATER FROM (A) THE DISCHARGE PIPES OF THE STORM
WATER DETENTION VAULT (A DETENTION VAULT 1HAT HAS BEEN CONSTRUCTED BENEA1H THE CEDAR AVENUE CUL-DE-SAC TO
PROVIDE STORMWATER DETENTlON FOR BOTH 1HIS SHORT SUBDIVISION DEVELOPMENT AND A PORTlON OF ABUTTING CEDAR
AVENUE) TO (B) A CONNECTION W11H AN UNDERGROUND STORM WATER PIPE AT A POINT ALONG TRACT A'S WEST BOUNDARY
ABUTTlNG THE INTERSTATE 405 RIGHT-OF-WAY (SEE SHEET 4 OF 4 HEREOF FOR APPROXIMATE LOCATlONS);
(3) AREAS SUBJECT TO THREE EXISTlNG EASEMENTS IN FAVOR OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (1HE
APPROXIMATE LOCATIONS OF WHICH AREAS ARE DEPICTED ON SHEET 3 OF 4 HEREOF); AND
(4) AN EXISTING INGRESS, EGRESS, AND UTlLlTlES EASEMENT THAT BENEFITS CERTAIN PROPERTY TO THE NOR1H OF TRACT A (THE
APPROXIMATE LOCATION OF 1HAT EASEMENT IS DEPICTED ON SHEET 3 OF 4 HEREOF).
THE APPROXIMATE LOCATlONS WITHIN TRACT A OF (1) THE TWO 'PROTECTED SLOPE" AREAS AND (2) THE ABOVE-NOTED DRAINAGE CONVEYANCE
PIPES, DRAINAGE DITCH CONVEYANCE ELEMENTS, AND A TYPE 2 CATCH BASIN 'M1H A DEBRIS CAGE ON TOP LOCATED NEAR TRACT A'S COMMON
BOUNDARY W11H THE 1-405 RIGHT-OF-WAY ARE DEPICTED ON SHEET 4 OF 4 HEREOF.
SHEET 3 OF 4 HEREOF DEPICTS THE APPROXIMATE LOCATION OF A WOOD SPLIT-RAIL FENCE IN 1HE SOU1HEAST PORTlON OF TRACT A. THAT
FENCE IS LOCATED AT OR NOR1H OF THE NORTH EDGE OF A CITY OF RENTON-REQUIRED 75-FOOT-WiDE STREAM BUFFER THAT EXTENDS
PARTLY INTO TRACT A FROM A CLASS 3 STREAM LYING 'M1HIN A PARCEL OF LAND TO THE SOUTH OF TRACT A (A PARCEL THAT IS OWNED BY
1HE STATE OF WASHINGTON). AS PART OF MITlGATION MEASURE 7 OF 1HE CITY'S SEPTEMBER 19, 2014 ADMINISTRATlVE SHORT PLAT APPROVAL
DECISION FOR 1HIS SHORT PLAT, 1HE CITY OF RENTON REQUIRES 1HAT THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION MAINTAIN THIS FENCE.
CONVEYANCE OF TRACT A TO THE HOMEOWNERS ASSOCIATION
MERLINO LAND DEVELOPMENT CO., INC., A WASHINGTON CORPORATION, HEREBY (1) CONVEYS AND QUITCLAIMS TRACT A TO TlHE CEDAR
HIGHLAt>tDS HOMEOWNERS ASSOCIATlON, A WASHINGTON NONPROFIT CORPORATlON, SUBJECT TO THE VARIOUS EASEMENTS 'MTHIN TRACT A TlHAT
ARE SET FORTH ON 1HIS SHORT PLAT AND SUBJECT TO ALL PRE-EXISTlNG EASEMENTS AND ENCUMBRANCES OF RECORD AND (2) DELEGATES TO
SAID HOMEOWNERS ASSOCIATION ALL OBLIGATIONS FOR THE MAINTENANCE OF TRACT A.
NAME OF THIS SHORT PLAT USED DURING THE CITY OF RENTON'S PRELIMINARY SHORT
PLAT R~ PROCESS
NOTE 1HAT DURING THE CITY OF RENTON'S ADMINISTRATIVIE REVIEW OF 1HE PRELIMINARY VERSION OF 1HIS SHORT PLAT UNDER CITY OF RENTON
FILE NO. LUAI4-000568-SHPL-A, 1HIS SHORT WAS REFERRED TO AS THE 'MERLINO SHORT PLAT." CIVIL CONSTRUCTION DRA'MNGS FOR THIS
SHORT PLAT'S INFRASTRUCTURE IMPROVEMENTS ARE ALSO ON FILE WITH THE CITY UNDER 1HE NAME 'MERLINO SHORT PLAT."
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING· SURVEYING
OWN. BY
RDW
CHKD. BY
VICINITY MAP
I" = 1400'± AT FULL 61ZE
DATE
6/10/2016 04139M
SCALE SHEET
OF 4
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
LUA 14-568-SHPL-A
LND-XX-XXXX
CITY OF RENTON, KING COUNTY, WASHINGTON
NATIVE GROWTH PROTECTION EASEMENT
THE TWO AREAS OF TRACT A DEPICTED AS 'PROTECTED SLOPE" AREAS ON SHEET 4 OF 4 HEREIN ARE EACH HEREBY DECLARED TO BE A
NATIVE GROWTH PROTECTION EASEMENT (,NGPE"), SUBJECT TO THE EASEMENTS DEPICTED ON OR OTHERWISE REFERRED TO ON THIS SHORT PLAT.
THE PURPOSE OF THE NGPE SHALL BE FOR PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION,
MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. SUBJECT TO THE
EASEMENTS DEPICTED ON OR OTHERWISE REFERRED TO ON THIS SHORT PLAT, THE NGPE RESTRICTING EACH OF THOSE TWO AREAS PROHIBITS
ALL PRESENT AND FUTURE OWNER(S) OF TRACT A FROM DISTURBING ANY TREES AND OTHER VEGETATION WITHIN THE NGPE UNLESS DONE
PURSUANT TO THE EXPRESS WRITTEN PERMISSION OF THE CITY OF RENTON AS PART OF AN ENHANCEMENT PROGRAM. THIS PROHIBITION SHALL
BE ENFORCEABLE BY THE CITY OF RENTON. EXCEPT AS PROVIDED FOR ABOVE, NEITHER THE OWNER(S) OF TRACT A NOR THE OWNERS OF ANY
OF THE LOTS CREATED BY THIS SHORT SUBDIVISION MAY CUT, PRUNE, COVER WITH FILL, REMOVE, OR DAMAGE THE VEGETATION WITHIN THE
NGPE OR INSTALL NEW VEGETATION WITHIN IT. A RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES, AND
EMPLOYEES OF THE OWNER(S) OR SUBSEQUENT OWNER(S) OF THE PROPERTY UNDERLYING EACH NGPE.
PUBIJC SIDEWALK EASEMENT HEREBY GRANTED TO THE CITY OF RENTON
A NONEXCLUSIVE PUBLIC SIDEWALK EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON FOR PUBLIC WALKWAY PURPOSES OVER AND ALONG
THE 3.00-FOOT-WiDE STRIP OF LAND WITHIN LOT 7 ABUTTING A PORTION OF THE EDGE OF THE CUL-DE-SAC RIGHT-OF-WAY INDICATED ON
SHEET 3 OF 4 HEREIN AS A "PUBLIC SIDEWALK EASEMENT". THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR
OF PUBLIC WALKWAY FACILITIES WITHIN SAID EASEMENT.
DRAINAGE EASEMENTS HEREBY GRANTED TO THE CITY OF RENTON
NONEXCLUSIVE EASEMENTS ARE HEREBY GRANTED TO THE CITY OF RENTON, A WASHINGTON MUNICIPAL CORPORATION, OVER, UNDER, ALONG, AND ACROSS THE TWO
15.00-FOOT-WiDE STRIPS OF LAND DEPICTED AS "DRAINAGE EASEMENTS TO RENTON" ON SHEET 3 OF 4. THESE EASEMENTS ARE FOR THE PURPOSES OF CONVEYING,
MANAGING, AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS SHORT SUBDIVISION BY THE CITY OF RENTON, TOGETHER WITH
THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) OVER AND ACROSS THE TWO SAID STRIPS OF LAND FOR THE PURPOSES OF INSPECTING, OPERATING, MAINTAINING,
REPAIRING, IMPROVING AND REPLACING THE DRAINAGE FACILITIES CONTAINED THEREIN.
NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF UNDERGROUND STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER,
UNDER, ALONG. AND ACROSS THE 10.00-FOOT-WiDE PORTIONS OF LOTS 2. 3, AND 4 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." THESE
EASEMENTS SHALL RUN WITH THE LAND, BURDENING THOSE PORTIONS OF LOTS 2, 3, AND 4 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE
THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS 1, 2, 3, AND 4 (AND INURE TO THE BENEFIT OF
THE OWNERS OF EACH OF THOSE FOUR LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS).
NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER, UNDER, ALONG,
AND ACROSS THE 10.00-FOOT-WiDE PORTIONS OF LOTS 6 AND 7 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." THESE EASEMENTS SHALL RUN
WITH THE LAND, BURDENING THOSE PORTIONS OF LOTS 6 AND 7 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE TWO LOTS AND THEIR
RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS 5, 6. AND 7 (AND INURE TO THE BENEFIT OF RESPECTIVE OWNERS OF
EACH OF THOSE THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS. SUCCESSORS. AND ASSIGNS).
THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION SHALL HAVE A PERPETUAL RIGHT AND DUTY TO MAINTAIN AND REPAIR THE STORM DRAIN PIPES AND APPURTENANCES
LOCATED IN THE ABOVE-STATED PRIVATE DRAINAGE EASEMENTS THAT BURDEN PORTIONS OF LOTS 2, 3, AND 4 AND PORTIONS OF LOTS 6 AND 7.
SETBACK NOTES
1. DURING 2009 (ONE OF THE YEARS DURING WHICH THE STATE OF WASHINGTON OWNED THE ENTIRETY OF THE LAND THAT IS HEREIN SHORT
SUBDIVIDED), AS PART OF THE '1-405 RENTON STAGE 2 DESIGN/BUILD PROJECT" FOR THE WIDENING OF INTERSTATE 405 THROUGH RENTON,
MOST OF THE SUBJECT LAND WAS FILLED WITH COMPACTED SOIL BY 1-405 CORRIDOR DESIGN-BUILDERS ("COB") TO ITS CURRENT GRADE
PURSUANT TO A COB "CONTOUR GRADING" DRAWING THAT HAD BEEN PREPARED IN CONJUNCTION WITH A CDB TECHNICAL MEMORANDUM
ENTITLED "TECHNICAL MEMORANDUM, H05 RENTON STAGE 2 DESIGN/BUILD PROJECT, WSDOT EXCHANGE PROPERTY REINFORCED SOIL SLOPE,
GEOTECHNICAL DESIGN RECOMMENDATIONS MEMORANDUM, DATED AUGUST 14, 2009." THAT COB TECHNICAL MEMORANDUM SUMMARIZES THE
GEOTECHNICAL RECOMMENDATIONS AND DESIGN CRITERIA FOR THE DESIGN AND CONSTRUCTION OF THE REINFORCED SOIL SLOPE (RSS)
REQUIRED TO CONSTRUCT THE FILL. THAT FILL IS ALSO THE SUBJECT OF AN APRIL 23, 2014 REPORT PREPARED BY ICICLE CREEK
ENGINEERS, INC. ENTITLED "GEOTECHNICAL ENGINEERING SERVICES CRITICAL AREAS REPORT, MERLINO SHORT PLAT PROPOSED SEVEN-LOT
RESIDENTIAL DEVELOPMENT. RENTON, WASHINGTON, ICE FILE NUMBER 0864-002." THE ICICLE CREEK REPORT (WI-IICH REFERS TO THE RSS
AS AN '£NGINEERED PROTECTED SLOPE") RECOMMENDED "(A) A BUILDING SETBACK OF 25 FEET FROM THE ENGINEERED PROTECTED SLOPE
AREA ALONG THE WEST SIDE OF ALL SEVEN OF THE PROPOSED LOTS, (B) A BUILDING SETBACK OF 10 FEET FROM THE PORTION OF THE
ENGINEERED FILL SLOPE AREA TO THE NORTH OF LOT 1, AND (C) A BUILDING SETBACK OF 10 FEET FROM THE PORTION OF THE ENGINEERED
FILL SLOPE AREA TO THE SOUTH OF LOT 7"
FOLLOWING AN INDEPENDENT SECONDARY REVIEW OF THE ICICLE CREEK REPORT AND OF THE COB TECHNICAL MEMORANDUM [A SECONDARY
REVIEW PERFORMED BY ASSOCIATED EARTH SCIENCES INC. (AESI) FOR THE CITY OF RENTON]. THE CITY (1) CONCURRED WITH THE BUILDING
SETBACK RECOMMENDATIONS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE DESCRIBED IN THE ICICLE CREEK REPORT AND (2)
REQUIRED AS CONDITIONS OF SHORT PLAT APPROVAL THAT (A) THOSE SETBACKS BE NOTED ON THE FACE OF THE SHORT PLAT PLAN AND
(8) A NOTE BE SET FORTH ON THE SHORT PLAT THAT STATES THAT "THE REINFORCED SOIL SLOPE (RSS) WAS EVALUATED FOR SLOPE
STABILITY FOR RESIDENCES (TYPICAL TWO-STORY, WOOD-FRAME CONSTRUCTION) ONLY" AND THAT "ADDITIONAL STRUCTURES SHOULD BE
EVALUATED FOR SLOPE STABILITY."
2. IN VIEW OF NOTE 1. ABOVE, ALL FUTURE OWNERS OF ANY OF THE LOTS ARE HEREBY ADVISED AS FOLLOWS:
A. SEE SHEET 3 OF 4 HEREOF REGARDING THE REAR YARD AND SIDE YARD MINIMUM BUILDING SETBACKS FOR ALL STRUCTURES FROM
THE TOP OF THE ENGINEERED PROTECTED SLOPES.
B. THE REINFORCED SOIL SLOPE (RSS) (AKA "ENGINEERED PROTECTED SLOPE") WAS ONLY EVALUATED FOR SLOPE STABILITY FOR
CONSTRUCTION OF A RESIDENCE (TYPICAL TWO-STORY, WOOD-FRAME CONSTRUCTION) ON EACH OF THE SEVEN LOTS. ANY
ADDITIONAL STRUCTURE OR ANY OTHER TYPE OF RESIDENCE STRUCTURE PROPOSED TO BE PLACED ON ANY OF THE SUBJECT LOTS
MUST FIRST BE EVALUATED FOR AND IN RELATION TO STABILITY OF THE SLOPE BY A LICENSED ENGINEERING GEOLOGIST OR
PROFESSIONAL ENGINEER EXPERIENCED WITH GEOTECHNICAL MATTERS, AND ALL REQUIRED PERMIT(S) MUST BE OBTAINED FROM THE
CITY OF RENTON PRIOR TO CONSTRUCTION OF ANY SUCH STRUCTURE.
SURVEYORtS NOTES
1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY SUBDIVISION
GUARANTEE NUMBER WA-FBCM-IMP-27WAG14-H4-20368801. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO
INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN
THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIDELITY NATIONAL GUARANTEE. CORE DESIGN, INC. HAS RELIED SOLELY
ON FIDELITY NATIONAL'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC.
QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON APRIL 8, 2014. ALL SURVEY CONTROL INDICATED AS
"FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL, 2005.
3. PROPERTY AREA = 160,943± SQUARE FEET (3.6947± ACRES).
4. ALL DISTANCES DEPICTED ON SHEETS 3 AND 4 HEREIN ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR
AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR
EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AN[) EQUIPMENT ARE MAINTAINED IN ADJUS1MENT
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
cORE
\: /DESIGN
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963 OWN. BY
ROW
CEDAR HIGHLANDS
SHORT PLAT
DATE
6/10/2016
JOB NO.
04139M
ENGINEERING· PLANNING· SURVEYING CHKO. BY SCALE SHEET
2 OF 4
FOUND NORTH QUARTER CORNER
CITY OF RENTON
CONTROL POINT NO. 415
1 1/2" BRASS DISK
IN 4" CONCRETE MONUMENT
DOWN 0.7' IN CASE
17 /~' 20
/ \
I \ I \
I \
I 0> I 0 I~ o
I~
LOT ADDRESSES
XXX CEDAR AVENUE S
XXX CEDAR AVENUE S
XXX CEDAR AVENUE S
XXX CEDAR AVENUE S
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SCALE: 1 "
LUA 14-568-SHPL-A
LND-XX-XXXX
40'
FOUND BRASS PIN IN t
CONCRETE MONUMENT ~ "
O.OS' NORTH OF LINE ~ /
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
XXX CEDAR AVENUE S o 20 40 80
CITY OF RENTON ~~ffl---
CONTROL POINT NO. 418 \
I \
XXX CEDAR AVENUE S
XXX CEDAR AVENUE S
HIGHLAND ADDITION TO
THE TOWN OF RENTON,
VOLUME 17, PAGE 032
.. ' -=1-::-.. ' _II1II1
I
Ig 3 4 /
m
~ I ~~
0> :s ...,
2
I~ !
FOUND TACK IN LEAD ~-----~--..l.-__ ~~~~~~~~;;----_L-_--CECW;A;~~------=~=~==::-:::-::;:-:~----l------J ______ ~J 'MTH WASHER~ J 0.06' NORTH AND / __ ~ 10' PSE UTILITY SYSTEMS ESM'T CEDAR AVE. S
0.03' EAST OF PROPERTY CORNER --_ REC. NO. 20160128000867 RIGHT-OF-WAY DEDICATION PER REC. NO. -----I
-NOr25'52"E 612.30 FOR 'MOENING OF CEDAR AVE. S (INCLUDING CUL-DE-SAC BULB)
I ~20.01 ~
374+54.S8 \ r ~ ---
I
APPROXIMATE LOCATION
WOOD SPLIT-RAIL FENCE)
SEE TRACT A NOTE,
SHEET 1 OF 4
R445.03 \,.-. :. :.: :.: :. 7.00~ -~~:;:;~~:;:;~~13~.7~1;=~~;=~;=;=~;=;=~~~;=;=~~~~~;;}C;;~;;;;~~6;27;.9;1;;;i;:;=;=;;;,;;=~;=~:.:====c:::========j:.:::::~~~----_;~;;------~::~~·~~_,~~nL~~~~~--.L ____ ~~------__ --54.70
1
---,---78.15-r--
INGRESS, EGRESS AND
UTILITY EASEMENT
REC. NO. 7910230907
PLAT NO.1 OF RENTON
CO-OPERATIVE COAL COMPANY'S
ACRE TRACTS
VOLUME 9 OF PLATS, PAGE 29
FOUND SECTION CORNER
3" BRASS DISK
IN 3" CONC. MONUMENT
DOWN 0.7' IN CASE
t
I
:= ;;: := := 2 ig l() 3 ro ~ 4 ro ~ .
5 <Xl ~ '1 ~ .0 0 ~ 6 6,709± SF 6,652± SF ~ d 6,59S± SF ;1; gi 7,080± SF -:..;. 00 co ~ co ~ 00 ~ ~ 0 7,013± SF 00 co co 00 ~ z co z z z
/00
-4---------------------
47.99 60.01 60.01 60.01 65.01 65.01
TOP OF ENGINEERED PROTECTED SLOPE NOO'31'21"E 457.47
LOCATED AT OR NEAR THE ENTIRETY OF THE WEST LINE OF LOTS 1 THROUGH 7) :-:-.,---------------_~-_:_--
'''''''" SEE SETBACK NOTES. SHT. 2 OF 4
TRACT A
103,441± SF
7
8,150± SF
99.45
" TOP OF ENGINEERED PROTECTED SLOPE
(LOCATED AT OR NEAR THE SOUTH LINE OF LOT 7)
SEE SETBACK NOTES, SHT. 2 OF 4
I
\ I
\ I \,
\
\
. 7S' .
)
STREAM '.
BUFFER
. CLASS 3~ \
. STREAM "\
APPROX. LOCATION OF
12' RELOCATED TERMINABLE \
EASEMENT FOR
INGRESS AND EGRESS
TO WSDOT RECORDED
\ UNDER RECOR~ING NO. 2015063000~21
\
\
\ CLASS 5J~
STREAM
\
----------SEE NOTE, SHT. 1 OF 4
SEE DETAILS, SHT. 4 OF 4
\
\
374+37.73
R202.34
INTERSTATE 405
-----
R=o2103.46
ll==15'21'44 "
----r-
80' EASEMENT
RESERVED BY WSDOT
-
FOR PLACEMENT OF SOIL NAILS
AND FOR INGRESS AND EGRESS
PER DEED REC. NO 20110802000538
-----------I
I
\
"" '" 20' PERPETUAL INGRESS AND
EGRESS EASEMENT RESERVED
BY WSDOT PER DEED
REC. NO 20110802000538 1
\
\
l==563.99
H05 EAST R1GHT OF W.'Ay
f\ LINE
PER REF. 8
N75'46'52"W CD I
11.19"" 15.00
V---------l-__ L \ , I
LEGEND
CD THE INDICATED DASHED LINE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 10-FOOT-'MDE
SIDE YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE NORTH EDGE
OF LOT 1. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.)
CD THE INDICATED DASHED LINE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 10-FOOT-'MDE
SIDE YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE SOUTH EDGE
OF LOT 2. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF,)
o THE INDICATED DASHED LINE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 25-FOOT-'MDE
REAR YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE WEST EDGE
OF LOTS 1 THROUGH 7. o BESIDES THE REQUIRED MINIMUM SETBACKS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE, THE
CITY OF RENTON HAS OTHER REQUIRED BUILIDING SETBACKS SPECIFIED IN APPLICABLE PROVISIONS OF THE
RENTON MUNICIPAL CODE. o PRIVATE DRAINAGE EASEMENT. SEE TEXT. SHEET 2 OF 4
® PUBLIC SIDEWALK EASEMENT. SEE TEXT, SHEET 2 OF 4
CD DRAINAGE EASEMENTS TO RENTON. SEE TEXT, SHEET 2 OF 4
€B FOUND MONUMENT AS NOTED
o FOUND REBAR AND CAP AS NOTED
• SET 1/2" REBAR 'MTH YELLOW PLASTIC CAP
STAMPED "CORE 44653"
:.: SET TACK AND WASHER STAMPED "CORE 44653" IN CURB
ON EXTENSION OF PROPERTY LINE IN LIEU OF FRONT CORNER
AT 13.25' OFFSET TO CORNER UNLESS OTHER'MSE NOTED
CORE
\: /DESIGN
ENGINEERING,
14711 NE 29th Place SlJite 1 01
Bel/ewe, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING, SURVEYING
N02'14'02"E 121.17 -I \
OWN. BY
CHKD. BY
I
SHORT PLAT PLAN SHEET
ROW
CEDAR HIGHLANDS
SHORT PLAT
DATE
6/10/2016
SCALE
JOB NO.
04139M
SHEET
\
\
3 OF 4
PLAT NO. 1 OF RENTON
CO-OPERAllVE COAL COMPANY'S
ACRE TRACTS
VOLUME 9 OF PLATS, PAGE 29
17 /~' 20 I ,
I \
/ \
I \ I , m
I I~
I~
tJ
€Ji../ ,
I \
\
~ I
O'l
~ I~ en
I~
2
A PORTION OF THE NW 1/4, OF THE NW 1/4,
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
HIGHLAND ADDIllON TO
THE TOWN OF RENTON,
VOLUME 17, PAGE 032
3 4
LUA 14-568-SHPL-A
LNO-XX-XXXX
SCALE: 1" 40'
o 20 40 80 .' .1:::::::.:--_.'
1~ __ L-----------~-------L----------~------~C;E;DA;R~A~~~E~.S~---------1----------~------~--------~------J ¥==--N01'25'52"E 612.30
\ ~20.01 , , .... -
1
7,112± SF
EXISllNG SWALE
1-405 CENTERLINE
66~N~~'slc~~~ ~g ~~~~~~£ S~~~N I / QUARTER CORNER OF S£CllON 20.
1\ J
~ 86'1'38"
~t REF. 7
--
627.91
3 4 2
6,709± SF 6,652± SF 6,595± SF
LEGEND
--5D--
PROllECllED SLOPE AREA
SEE TRACT A NOTE,
SHEET 1 OF 4
STORM DRAINAGE PIPE
SEE TRACT A NOTE,
SHEET 1 OF 4
L:;563.99
INT£RSTA TE 405
5
7,080± SF 6
7,013± SF
CORE
\:: ,/ DESIGN
ENGINEERING
7
8,150± SF
WEST END OF 6" DIA.
DISCHARGE PIPE FROM
CUL-DE-SAC
1477 7 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
PLANNING· SURVEYING
TYPE 2 CATCH BASIN
WITH DEBRIS CAGE
----......
WEST END OF 12" DIA.
DISCHARGE PIPE FROM
STORMWATER VAULT
BENEATH CUL-DE-SAC
EXISTING ROCK-LINED
SWALE
•
\
~ •
•
• .J
TRACT A DETAIL SHEET
OWN. BY
ROW
CHKD. BY
CEDAR HIGHLANDS
SHORT PLAT
DATE
6/10/2016
SCALE
JOB NO.
04139M
SHEET
4 OF 4
STREET TREES -----
LOCATED IN
PLANTER STRIP
WlTflOUT EXISTING
U TlL/T/ES TO BE
CENTERED IN
PLANTER STRIP
(TYP)
PROJECT NOTES
CD STREET TREE PLANTING:
--'i~·lff!!. __ _
CD STREET TREE -
IN CITY ROW
(TYP)
GROUNDCOVER
(TYP)
STREET TREE LOCATIONS ARE APPROXIMATE. ADJUST AS NEEDED DUE TO CONFLICTS WITH UTILITIES
AND/OR OTHER OBSTRUCTIONS ENCOUNTERED. ROOT BARRIER TO BE USED WITHIN ALL PLANTER STRIPS
CONTAINING STREET TREES.
CD SEE SHEET L2.JI OF 2 (''LANDSCAPE SCHEDULE &-DETAILS'~ FOR A PLANT SCHEDULE, DETAILS, AND
GENERAL LANDSCAPE NOTES.
;---SHRUB
(TYP)
NW
EXISTING
STORM LINE TO
REMAIN WI THIN
PLANTER STRIP
TWP.23 . RGE. 5 W.M
U ·'4---. _____ _ __
~-10' STREET
FRONTAGE
BUFFER
EXISTING
STREET LIGHT
(Typ')
TREE ON
LOT 7
(TYP)
!
1
I
I
I
" i
I '
)
/ 'Il
/
., ,f
1-'" i
;, I
..---75' STREAM
BUFFER
I 4fOQ
CEDAR AVEN1J[ SOUTH-
. ---) ----+--I
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TIMING OF INSTALLA TlON OF LANDSCAPE MA TERIALS:
(!) UNLESS DEFERRED BY THE CITY, THE ONLY PLANTINGS AND OTHER LANDSCAPE MATERIALS CALLED-FOR BY THIS SHEET OR BY SHEET L2.J! OF 2 THAT
ARE REQUIRED TO BE INSTALLED PRIOR TO THE CITY'S APPROVAL AND RECORDING OF THE FINAL SHORT PLAT SHALL BE THE STREET TREES.
(2) ON A LOT-BY-LOT BASIS, INSTALLATION OF ALL OTHER PLANTINGS AND LANDSCAPE MATERIALS CALLED-FOR BY SHEETS L2.01 AND L2.J! OF 2 SHALL BE
THE RESPONSIBILITY OF EACH BUILDING PERMIT APPLICANT SEEKING A BUILDING PERMIT FOR THE HOME PROPOSED ON EACH PARTICULAR LOT, WITH ALL
SUCH PLANTINGS AND MATERIALS TO BE INSTALLED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE HOME CONSTRUCTED ON EACH SUCH
LOT. NOTWITHSTANDING THE PREVIOUS SENTENCE OR ANY OTHER PROVISION OF THIS SHEET OR SHEET L2.J! OF 2, EACH BULIDING PERMIT APPLICANT
SHALL BE ENTITLED TO PROPOSE TO THE CITY (AS PART OF THE APPLICANT'S BUILDING PERMIT APPLICATION SUBMITTAL PACKAGE) SUBSTITUTIONS OF
PLANTING AND OTHER LANDSCAPE MATERIALS FOR THE PARTICULAR LOT FOR WHICH A BUILDING PERMIT IS SOUGHT AND, IF AND TO THE EXTENT THAT
SUBSTITUTIONS ARE APPROVED BY THE CITY, THE BULIDING PERMIT APPLICANT MA Y INSTALL THE APPROVED SUBSTITUTE PLANTING AND OTHER LANDSCAPE
MATERIALS INSTEAD OF THE MATERIALS SPECIFIED BY THIS SHEET OR BY SHEET L2.J! OF 2.
i
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~-END SPLIT
RAIL FENCE
...___-EXISTING
CONTOURS
CITY OF HENTON
~)r-t"c." 1\1~n nC'"-"
JUN 1 4 [mE
[)e:VELOPMEN~
SERVICES
SCALE: 1" 30'
o 15 30 60
! I I I
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY. DATE. ___ _
BY. DATE. ----
BY. DATE. ----
BY. DATE: ___ _
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
I
CERTIFICATE NO. 938
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PROJECT NUMBER
04139M
NW '4. NW 1. '4 S£C.2o. TWP.23 N. RGE. 5 E. w.M.
PLANT SCHEDULE
TRE[S BOTANICAL NAME COMMON NAM[ SPACING COMMENTS
0 8 AC[R BUERGERIANUM TRIDENT MAPL[ 1.5" CAL. MIN. AS SHOWN STR[ET TR[[ QUALITY
0 4 MALUS X 'RED BARRON' RED BARRON CRAB APPLE 1.5" CAL. MIN. AS SHOWN STR[ET TR[[ QUALITY 'V'
SAUCER 2" HIGH
SHRUBS BOTANICAL NAME COMMON NAM[ SPACING COMMENTS
{) 87 DAPHN[ ODORA 'AUR£OMARGINATA' WINTER DAPHN[ 2 GAL AS SHOWN FULL & BUSHY
0 24 £UONYMUS ALATUS 'FlR[ BALL' FIR[ BALL BURNING BUSH 5 GAL AS SHOWN FULL & BUSHY
0 77 PI[RIS JAPONICA 'CAVATIN[' LlL Y OF THE VALLEY BUSH 2 GAL AS SHOWN FULL & BUSHY
~ 18 RHODOD[NDRON X 'ARN[SON G[M' ARNESON G[M AZAL[A 5 GAL AS SHOWN FULL & BUSHY
GROUND COVERS BOTANICAL NAM[ COMMON NAM[ SPACING COMM[NTS
D 3,594 SF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4" POT 12" O.C.
D 726 SF FESTUCA IDAHO[NSIS IDAHO F[SCU[ 4" POT 12" O.C.
D 267 SF LAVANDULA X INT[RM£DIA 'GROSSO' GROSSO LAV[NDER 1 GAL 18" o.c.
GENERAL LANDSCAPE NOTES
!.) THE LANDSCAP[ CONTRACTOR MUST BE LlC[NS£O AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRAD[ PRACTICES AND HAVE THE
NECESSARY EOUIPMENT AND PERSONNEL TO PERFORM WORK.
2) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE
WORK.
1) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TH[ PROTECTION OF ALL UTILITIES AND USE CAUTION WHIL[ EXCAVATING IN ORDER TO AVOID DISTURBING ANY
EXISTING UTiLfTIE5. THE LANDSCAPE CONTRACTOR WILL PROMPTL Y NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFLICTS IN THE EVENT OBSTRUCTIONS ARE
ENCOUNTEREO DURING PLANTING ACTIVITIES, ALTERNATIVE LOCATIONS MAY BE SELECTED BY THE OWNER's REPRESENTATIVE.
4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRAD£S AS REOUIRED.
5) THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SP[CfES VARlfTY, QUANTITY AND OUALITY AS SP[CfFlED ON PLANT SCH£OULE AND SYMBOLS
ON LANOSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER's REPRESENT A TlVE IMM£OIA TEL Y AND PROVIDE THE NAMES AND TELEPHONE
NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BRDKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONLY BE MADE UPDN THE APPROVAL OF THE OWNER's
REPRESENTATIVE OR LANDSCAPE ARCHITEcr
6.) ALL PLANT MATERIAL SHALL BE INSPECT£O AND APPROVED BY THE OWNER's REPRESENTATIVE PRIOR TO PLANTING ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDfTfON
OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANSI Z60.1)
7.) THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE IS RECEIVED.
8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRDTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, fTC..
DURING CONSTRUCTION.
9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, AND
SHALL CDMPL Y ACCORDINGL Y.
10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE M£!.
/I.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OWNER's REPRESENTATIVE FOR TESTlN6' BY AN APPROVED SOIL TESTING
LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB
12.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMDVE ANY ROCK OR DEBRIS OVER I'~ ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH
SURFACE FREE OF DIVOTS OR MOUNDS
IJ.) THE LANDSCAPE CONTRACTOR SHALL SfT FINISHED AMENDED SOIL DEPTH BELOW EDGE OF HARDSCAPE ELEM[NTS PRIOR TO MULCH AND/OR SOD INSTALLATIDN. GRAD[S SHALL
BE SfT J" BELOW ADJACENT HARDSCAPE SURFACES FOR PLANTING BEDS AND I" BELOW FOR LAWN AREAS
14.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2" D[EP LA YER OF MULCH IN ALL PLANTING BEDS
15) MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWDUST & SCRAP LUMBER FlB[R, TRASH, INORGANIC
MATERIAL OR ANY OTHER COMPDUNO DfTRIMENTAL TO PLANT GROWTH.
16.) FERTILIZER SHALL BE A COMPLfTE, BALANCED COMMERCIAL BRAND WITH COMPLfTE CHEMICAL ANALYSIS SHOWN ON AN UNOPENED CONTAINER WHEN D£LfVERED. FERTILIZER
SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER's RECOMMENDATIONS AND SOIL TESTING LAB's RECOMMENDATIONS
17.) WORK AREAS TO BE KEPT NEAT ANO ORDERL Y AND FREE DF DEBRIS AND RUBBISH A T ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEA 1Z Y TO AN EVEN FINE GRADE
AROUND ALL PLANTS ALL PAV£O AREAS ARE TO BE CLEANED BY BROOM AND/OR WASH£O AFTER EACH DAY's WORK OR MORE FREQUENTL Y AS REQUIRED. ALL PLANTING
AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT IN A NEAT AND CLEAN CONDfTfON UPON COMPLETION OF JOB
18.) IF A DISCREPANCY EXISTS BfTWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN.
19.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROV£O PLANS SHALL REOUIRE PRIOR APPROVAL BY THE
RESPONSIBLE OFFICIAL.
20.) DRAINAGE.' CDNTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ON-SITE AND PROVIDE CORRECTIVE DRAINAGE PLANS
PRIOR TO COMMENCING LANDSCAPE WORK THE CONTRACTOR IS R[SPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS
SCOPE OF WORK. ALL POSfTfVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY ANO SHALL NOT CREATE DRAINAGE PROBLEMS OFF-SITE OR IN
OTHER AREAS OF THE PROJECT. FlNlSH£O LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDfTfONS SHALL BE CORR[CT[D AT THE CONTRACTOR's
EXPENSE.
21.) LAWNS SHALL BE HYDROSEED£O WITH ''sIGNATURE'' AS SUPPLIED BY JB INSTANT LAWN OR APPROVED EQUAL THE SEEDED AREA MUST BE PROTECT£O BY A BARRIER WITH SIGNS
THA T READ ''KEEP OFF NEWL Y SE£OED LA WN AREA ':
22.) OWNER SHALL APPROVE PLANT MATERIAL & PLANTING B£O LOCATION PRIOR TO INSTALLATION. ALLOW 24 HDURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PLANT
MATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS
WITHOUT PRIOR APPRDVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DA Y FOLLOWING ARRIVAL SHALL BE HEELED-IN, KEPT MOIST
AND PROTECTED AT ALL TIMES FROM EXTREME WEATHER CONDfTfONS PLANTS SHALL BE STOR£O AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR
21) TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2x) THE DIAMfTER OF THE TREE's ROOT MASS ADDfTfONAL AERA TlON MA Y BE REOUIRED AS DIRECTED BY THE RESPONSIBLE
OFFICIAL ADO WA T[R TUBES TO THE TREE PLANTINGS IN PA VED AREAS
24.) STREfT TREES SHALL BE SYMMfTRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE.
25) SELECTION OF APPROPRIATE SP[CfES AND PLANTING CONDfTfONS SHOULD ENSURE TREES 00 NOT DAMAGE SIDEWALKS OR CURBING WHILE STILL B£fNG CONSISTENT WITH THE
APPROVED LANDSCAPING CONCEPT DF THE DEVELOPMENT AGREEMENT.
26.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE
REPLACED AT CONTRACTOR's EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL
27.) TREES, SHRUBS AND GROUNDCOVER LOCATED ON PROPOS£O LOTS SHALL BE IRRIGATED BY FUTURE HOMEOWNERS LANDSCAPE STRIP PLANT MATERIAL IS CONSIDER£O 10.0%
DROUGHT TOL[ffANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS OR UNTIL ESTABLISHMENT.
~~~'f~~~"~.~'~'~~~=:~~~_;~:~~LGRADE
-.1------TOPSOIL BACKFILL & FERTILIZER
1
11/2 x
ROOTBALL
DIA.
t
1--_____ ROUGHEN ALL SURFACES
l l A ~
2 x ROOTBALL DIA.
SHRUB
NO SCALE
PLANT (SPACING
PER PLANT TYPE;
SEE SCHEDULE)
EOUAL
OF PIT
-----CUT NEW ROOT MASS
TO STIMULA TE NEW
ROOT GROWTH
UN DIS TURBED NA TlVE SOIL
TO AVOID LANDSCAPE INTRUSION INTO
PATH WIDTHS THE FOLLOWING CENTER OF
PLANTING SPACING OFF-S[TS FROM EDGE
OF ALL PATHS, DRIVES, ACCESS ROUTES,
[TC SHALL BE Mer
• GROUND COVER: 18"
• SMALL SHRUBS (MA TURE SIZE UNDER
J' TALL)-2.5'
• MEDIUM SIZE SHRUBS (MA TURE SIZE
FROM J' TALL TO 61: 15'
• LARGE SHRUBS (MA TURE SIZE OVER
6' TALL)-4.5'
PLANT LA YOUT & SURFACE TREATMENT
STAKINC NOT[S:
RUBBER HOSE AT TRE£; HOSE
SHALL BE LONG ENOUGH TO
ACCOMMODA TE 1 YEARS GROWTH
AND PROTECT TRUNK FROM
DAMAGE OR CHAFING & ASSURE
PROTECTION OF BRANCHES
J HARDWOOD STAKES OR OTHER
APPROVED MA TERIAL; ALL STAKES
TO BE DRIVEN OUTSIDE THE
ROOTBALL, AT 120' SPACING & INTO
UNDISTURBED SOIL A MIN. OF 6'~
GAL VANIZED WIRE OR CABLE; TWIST
WIRE TO TIGHTEN ONLY ENOUGH TO
KEEP FROM SLIPPING (ALLOW FOR
SOME TRUNK MOVEMENT),
J'MIN.
1 1/2 x ROOTBAII OIA.
NO SCALE
• •• 0 •
TREE
NO SCALE
.,__---TREE PRUNING TO FOLLOW ANSI
JOOA PART I STANDARDS
~--PLANT TREE SO THAT THE TRUNK
CROWN IS VISIBLE A T THE TOP
OF THE ROO TBALL; S[T TOP OF
ROOTBALL FLUSH TO GRAD£; DO
NOT COVER THE TRUNK CROWN
WITH SOIL.
MIN. 2" MULCH AT 2' RADIUS
~-AROUND TREE,' 00 NOT PLACE IN
CONTACT WITH TRUNK.
r---4 IN. HIGH EARTH SAUCER
AROUND EDGE OF PLANTING PIT.
FINISH GRADE
ROUGHEN EDGES OF PIT
~-REMOVE ALL TWINE, WIRE AND
BURLAP FROM TOP HALF OF
ROO TBALL; NON-BIODEGRADEBLE
MATERIAL SHALL BE REMOVED
COMPLfTELY.
7---------TAMP TOPSOIL BACKFILL AROUND
ROOTBALL BASE FIRML Y WITH FOOT
PRESSURE TO AVOID SHIFT OF
ROOT BALL
SOIL LA YER
PLACE ROOTBALL ON UNEXCAVATED
SOIL PEDESTAL TO PREVENT
SfTTLING
~~;)s? ~(L ~~?
" ".,,,. , ROO TBALL
• ~
11/2 x
ROOTBALL
OIA.
t
CONDfTfON I:
INSTALL ROOT BARRIER
MINIMUM OF !' AWA Y
FROM EXISTING STORM
LINE AND INSTALL TREE
MIN. OF 2.5' FROM ROOT
BARRIER
EXISTING STORAI---"
DRAINAGE LINE (Typ')
NOTE:
~ __ ---TOPSOIL BACKFILL &
FERTILIZER
--"!"+k"~'T-----CUT NEW ROOT MASS
TO STIMULATE NEW
, ~ ROOT GROWTH
I J x I UNOIS TURBED r-ROOTBALL DIA. i NATIVE SOIL
GROUND COVER
NO SCALE
D +--------4x4 C£OAR POST
~--I--+-H--------2x4 SPUT CEDAR RAil (Typ')
/----1
___ ---HOLES IN POST FOR RAilS (TrP.)
~------.d"or AGGREGATE BACKFill
~---4" ACCRECATE BASE
SOIL
SPLIT RAIL FENCE
NO SCALE
CONDfTfON 2:
INSTALL ROOT BARRIER
ON BOTH SIDES OF
PLANTER STRIPS
8' PLANTER STRIP
!. RDOT BARRIER TO BE NOS, MODEL RP-245O, OR APPRDVED EQUIVALENT
2. INSTALL PRODUCT PER MANUFACTURER's SP[CfFlCA TlONS
1 ALL TREES LOCATED WITHIN PLANTER STRIPS TO REC£fVE ROOT BARRIER
ROOT BARRIER
NO SCALE
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
B~ ____________________ _ DATE, ____ _
BY, ---------------------DATE, ____ _
B~ ____________________ _ DATE, -----
BY, __________ _ DATE, ____ _
VJ a
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STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
~OSHUA PENNINGTON BEARD
CERTIFICATE NO. 938
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SHEET OF
L2.31. 2
PROJECT NUMBER
041.39M
STREET TREES ------
LOCATED IN
PLANTER STRIP
WITHOUT EXISTING
UTILITIES TO BE
CENTERED IN
PLANTER STRIP
(TYP.)
-~i-'+(i!!. ---
CD STREET TRff -
IN CITY ROW
(Typ')
GROUNDCOVER
(TYP.)
',' -
'.";' J 1""",' ~, __ ,<,
'. , q'. . • '1 ~.~' ':'''';.-.:':;'
NW 4. NW:1 '4 SEC.2o. TWP.23 N., RGE. 5 E. w.M.
r--SHRUB
(TYP.)
__ ~'Jfloo,
" -+--
EXISTING
STORM LINE TO
REMAIN WITHIN
PLANTER STRIP
{j ,"'" ---~--' .. _-
I 4+00
C{oAR AVENUE SOUTH-
----------
10' STREET
fRONTAGE
BUffER
-----------
EXISTING
STREET LIGHT
(TYP.)
_----.:5~+100 __ ~_
~"' -+t--",.-, -. . ..
1:~~~~~~~~~~~~~~~~·~·~'~~~~~~~~~~=~Ji~r'~~~~~~~--r I ,---------l ~== ,_~_~-~'-'-"' .. ·l-"''''''''''''~' ~~~~!t'-".-.:.'-'.~-~-~. f' ::~·j·;~'~~al~"'~: ~",~"i; ~~,~,.~,.'" (,
I \ I : ,-------, r u________ r-----------."\ '>:
-'
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I \ 1 I I 2 J I 4 I II 5 I 6 I 7 '\:\ '.,
TREE ON
LOT 7
(TYP.)
\ I I I I I I '0'. "
I \ I : STRffT TRffS: : : : : v'.:<;?':'::,' '"", " ,
I I TO BE PLACED I I I I
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I I 2.5' fROM I I I I
I I I I I L_______ L.§ACK Of___ L --1 L L I
\ \
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PROJECT NOTES
CD STREET TREE PLANTING:
I
I
I
_' _J
STREET TREE LOCATIONS ARE APPROXIMATE. ADJUST AS NEEDED DUE TO CONfLICTS WITH UTILITIES
AND/OR OTHER OBSTRUCTIONS ENCOUNTERED. ROOT BARRIER TO BE USED WITHIN ALL PLANTER STRIPS
CONTAINING STREET TRffS.
(£) SEE SHEET L2.JI Of 2 ("LANDSCAPE SCHEDULE & DETAILS') fOR A PLANT SCHEDULE, DETAILS, AND
GENERAL LANDSCAPE NOTES.
CD
PLANTER STRIP - - ---------------- - -----!
TRACT A
TIMING Of INSTALLA TlON Of LANDSCAPE MA TERIALS:
(I) UNLESS DEfERRED BY THE CITY, THE ONLY PLANTINGS AND OTHER LANDSCAPE MATERIALS CALLED-fOR BY THIS SHffT OR BY SHEET L2.JI Of 2 THAT
ARE REQUIRED TO BE INSTALLED PRIOR TO THE CITY's APPROVAL AND RECORDING Of THE fiNAL SHORT PLAT SHALL BE THE STREET TREES.
(2) ON A LOT-BY-LOT BASIS, INSTALLATION Of ALL OTHER PLANTINGS AND LANDSCAPE MATERIALS CALLED-fOR BY SHEETS L2.07 AND L2.J7 Of 2 SHALL BE
THE RESPONSIBILITY Of EACH BUIWING PERMIT APPLICANT SEEKING A BUlWING PERMIT fOR THE HOME PROPOSED ON EACH PARTICULAR LOT, WITH ALL
SUCH PLANTINGS AND MATERIALS TO BE INSTALLED PRIOR TO ISSUANCE Of A CERTIfiCATE Of OCCUPANCY fOR THE HOME CONSTRUCTED ON EACH SUCH
LOT. NOTWITHSTANDING THE PREVIOUS SENTENCE OR ANY OTHER PROVISION Of THIS SHEET OR SHEET L2.JI Of 2, EACH BULIDING PERMIT APPLICANT
SHALL BE ENTITLED TO PROPOSE TO THE CITY (AS PART Of THE APPLICANT's BUIWING PERMIT APPLICATION SUBMITTAL PACKAGE) SUBSTITUTIONS Of
PLANTING AND OTHER LANDSCAPE MATERIALS fOR THE PARTICULAR LOT fOR WHICH A BUIWING PERMIT IS SOUGHT AND, If AND TO THE EXTENT THAT
SUBSTITUTIONS ARE APPROVED BY THE CITY, THE BULIDING PERMIT APPLICANT MAY INSTALL THE APPROVED SUBSTITUTE PLANTING AND OTHER LANDSCAPE
MATERIALS INSTEAD Of THE MATERIALS SPECIfiED BY THIS SHEET OR BY SHEET L2.JI Of 2.
\ "
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...---75' STREAM
BUffER
BEGIN SPLIT
RAIL fENCE
GRAVEL
ACCESS
DRIVE
END SPLIT
RAIL fENCE
EXISTING
CONTOURS
SCALE: 1" 30'
o 15 30 60
! I I I
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: ________ _ DATE: ___ _
BY: ________ _ DATE: ___ _
B~ ________ _ DATE: ___ _
BY: ________ _ DATE: ___ _
d_ z
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
,OSHUA PENNINGTON BEARD
CERTIFICATE NO, 938
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SHEET OF
L2.01 2
PROJECT NUMBER
04139M
PLANT SCHEDULE
TREES QIi. BOTANICAL NAME COMMON NAME SIZE
NW
SPACING COMMENTS
'4.NW '4 SEC.2o. TWP.23 N. RGE. 5 E. w.M.
PLANT
SU CROWN OF PLANT AT
FINISHED GRAD[ 0 8 ACER BUERGER~NUM TRIDENT MAPLE 1,5" CAL. MIN, AS SHOWN STREET TREE QUALITY 2" LA YER MULCH;
TAP[R TO CROWN
® 4 MALUS X 'RED BARRON' RED BARRON CRAB APPLE 1,5" CAL. MIN. AS SHOWN STREET TREE QUALITY
1 'V'
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
{) 87 DAPHNE ODORA 'AUREOMARGINATA' WINTER DAPHNE 2 GAL AS SHOWN FULL & BUSHY
0 24 EUONYMUS ALATUS 'FIRE BALL' FIRE BALL BURNING BUSH 5 GAL AS SHOWN FULL & BUSHY
0 77 PIERIS JAPONICA 'CAVA TINE' LlL Y OF THE VALLEY BUSH 2 GAL AS SHOWN FULL & BUSHY
G3 18 RHODODENDRON X 'ARNESON GEM' ARNESON GEM AZALEA 5 GAL AS SHOWN FULL & BUSHY
GROUND COVERS QIi. BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
0 3,594 SF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4" POT 12" O,C,
0 726 SF FESTUCA IDAHOENSIS IDAHO FESCUE 4" POT 12" O,C,
0 267 SF LAVANDULA X INTERMEDIA 'GROSSO' GROSSO LA VENDER I GAL 18" O,C,
GENERAL LANDSCAPE NOTES
I) TH[ LANDSCAP[ CONTRACTOR MUST B[ LlC[NS[D AND OR BOND[D, CONTRACTOR MUST B[ [XP[RI[NC[D IN LANDSCAP[ WORK OF TH[ B[ST TRAD[ PRACTlC[S AND HAVE TH[
N[C[SSARY [QUIPM[NT AND P[RSONNEL TO P[RFORM WORK.
2) TH[ LANDSCAP[ CONTRACTOR SHALL B[ R[SPONSIBL[ FOR FAMILIARIZING H[R/HIMSELF WITH TH[ SIT[ AND ALL OTHER SlT[ IMPROV[M[NTS PRIOR TO TH[ START OF LANDSCAP[
WORK.
J) TH[ LANDSCAP[ CONTRACTOR SHALL B[ R[SPONSIBL[ FOR TH[ PROT£CTlON OF ALL UTiLlTI[S AND USE CAUTION WHIL[ [XCAVATING IN ORD[R TO AVOID DISTURBING ANY
[XISTING UTiLlTI[S. TH[ LANDSCAP[ CONTRACTOR WILL PROMPTLY NOTIFY TH[ G[N[RAL CONTRACTOR AND OWN[R OF ANY CONFLICTs. IN TH[ [VENT OBSTRUCTIONS AR[
[NCOUNT[RED DURING PLANTING ACTlVlTI[S, ALT[RNATlV[ LOCATIONS MAY B[ SEL[CT£O BY TH[ OWN[R'S R[PR[S[NTATIVE.
4) TH[ LANDSCAP[ CONTRACTOR SHALL COORDINAT[ ALL WORK RELAT[D TO OTH[R TRAD[S AS RfOUlR£D.
5.) TH[ LANDSCAP[ CONTRACTOR SHALL PROVlD[ ALL PLANTS OF TH[ CORR[CT SIZE, SP[Cf[S VARIUY, QUANTITY AND DUALITY AS SP[CfFl[D ON PLANT SCHEDULE AND SYMBOLS
ON LANDSCAP[ PLAN IF UNAVAILABLE, TH[ LANDSCAP[ CONTRACTOR SHALL NOTIFY TH[ OWN[R'S R[PR[S[NTATIVE IMM[DIA TEL Y AND PROVlD[ TH[ NAM[S AND TEL[PHON[
NUMB[RS OF THR[[ NURS[RY SUPPLI[RS OR PLANT BROK[RS THAT HAV[ B[[N CONTACT[D, SUBSTITUTIONS SHALL ONLY B[ MAD[ UPON TH[ APPROVAL OF TH[ OWN[R'S
R[PR[S[NTATIVE OR LANDSCAP[ ARCHIT[CT.
6) ALL PLANT MAT[RIAL SHALL B[ INSP[CT[D AND APPROVED BY TH[ OWN[R'S R[PR[S[NTATlV[ PRIOR TO PLANTING. ALL PLANT MAT[RIAL SHALL CONFORM TO TH[ LAT[ST [DiTION
OF AM[RICAN STANDARD FOR NURS[RY STOCK PUBLlSH[D BY TH[ AM[RICAN NURS[RY AND LANDSCAP[ ASSOCIA TlON (ANSI Z60 I).
7.) TH[ LANDSCAP[ CONTRACTOR SHALL D[LfV[R, MAINTAIN AND WAT£R PLANT MAT[RIAL UNTIL OWN[RS FINAL ACC[PTANC[ IS R[C[fVED,
8.) TH[ LANDSCAP[ CONTRACTOR SHALL TAK[ ALL N[C[SSARY PR[CAUTIONS TO PROTECT ALL PROP[RTY, INCLUDING PAVEM[NT, WALKWAYS, CURBS, F[NClNG, STRUCTURES, Uc.,
DURING CONSTRUCTION
9) TH[ LANDSCAP[ CONTRACTOR SHALL B[ R[SPONSIBL[ FOR K[[PING INFORM[D OF ALL [XISTING COD[S, LAWS AND ORDINANC[S RELATING TO TH[ WORK R[OUIR[D ON SITE, AND
SHALL COMPL Y ACCORDINGL Y.
10) TH[ LANDSCAP[ CONTRACTOR SHALL COORDINAT[ WITH TH[ G[N[RAL CONTRACTOR TO ASSUR[ PROPER SUBGRAD[S AR[ Ma
II) THE LANDSCAP[ CONTRACTOR SHALL SUBMIT THR[[ R[PR[S[NTATIVE SOIL SAMPLES TO TH[ OWN[R'S R[PR[S[NTATIVE FOR T[STING BY AN APPROV[D SOIL T[STING
LABORA TORY. AM[NDM[NTS SHALL B[ ADO[D TO TH[ SOIL MIX AS R[COMM[ND[D BY SOIL T[STING LAB
12) TH[ LANDSCAP[ CONTRACTOR SHALL RAK[ PR[PAR[D AR[AS AND R[MOV[ ANY ROCK OR D[BRIS OVER r ALL LAWN AR[AS SHALL B[ ROLL[D TO PROVlD[ A FIRM, SMOOTH
SURFACE FR[[ OF DIVOTS OR MOUNDS.
11) TH[ LANDSCAP[ CONTRACTOR SHALL SU FlNISH[D AM[ND[D SOIL D[PTH BELOW [DG[ OF HARDSCAP[ [L[M[NTS PRIOR TO MULCH AND/OR SOD INSTALLATION GRAD[S SHALL
B[ SU J" BELOW ADJAC[NT HARDSCAP[ SURFACES FOR PLANTING B[DS AND!" BELOW FOR LAWN AR[AS.
14) TH[ LANDSCAP[ CONTRACTOR SHALL PROVlD[ A 2" D[[P LAY[R OF MULCH IN ALL PLANTING B£OS.
15.) MULCH SHALL B[ 100% NATURAL FIR OR H[MLOCK, FIN[ GROUND, OF UNIFORM COLOR, FR[[ FROM DY[S, WlTD S[[DS, SAWDUST & SCRAP LUMB[R FlB[R, TRASH, INORGANIC
MAT[RIAL OR ANY OTH[R COMPOUND DURIM[NTAL TO PLANT GROWTH.
16.) FERTILlZ[R SHALL B[ A COMPLUE, BALANCED COMM[RCIAL BRAND WITH COMPLU[ CH[MICAL ANALYSIS SHOWN ON AN UNOPENED CONTAIN[R WH[N D[LfVER£D. F[RTlLlZ[R
SHALL B[ APPLI[D AT RAT[S CONSIST[NT WITH TH[ MANUFACTUR[R'S R[COMM[NDATIONS AND SOIL T[STING LAB'S R[COMM[NDATIONS.
17.) WORK AR[AS TO B[ K[PT N[AT AND ORD[RLY AND FR[[ OF D[BRIS AND RUBBISH AT ALL TIM[S DURING PROGRESS OF WORK. RAK[ B[DS N[ATLY TO AN EVEN FlN[ GRAD[
AROUND ALL PLANTS. ALL PAVED AR[AS AR[ TO B[ CL[AN[D BY BROOM AND/OR WASHED AFT[R [ACH DAY'S WORK OR MOR[ FR[OU[NTL Y AS RfOUIR[D, ALL PLANTING
AR[AS AND ADJAC[NT PAVED AR[AS SHALL B[ L[FT IN A N[AT AND CL[AN CONDITION UPON COMPL[TlON OF JOB
18.) IF A DISCR[PANCY [XISTS BUWE[N TH[ PLANT QUANTlTI[S ON TH[ PLANT SCHEDULE AND THOS[ SHOWN ON TH[ PLAN TH[ QUANTlTI[S ON TH[ PLAN SHALL GOVERN
19) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTM[NTS, SOIL AM[NDM[NTS OR ANY VARIATIONS FROM TH[ APPROVED PLANS SHALL R[QUIR[ PRIOR APPROVAL BY TH[
R[SPONSIBL[ OFFICIAL
20.} DRAINAG[: CONTRACTOR SHALL NOTIFY TH[ OWNER OF ANY LOW POINTS OR FOR[S[[N POOR DRAINING AR[AS [XISTING ON-SIT[ AND PROVlD[ CORR[CTIVE DRAINAG[ PLANS
PRIOR TO COMM[NCING LANDSCAP[ WORK. TH[ CONTRACTOR IS RESPONSIBL[ FOR PROVIDING POSITIVE DRAINAG[ IN ALL FlNlSH[D LANDSCAP[ AR[AS THAT AR[ PART OF THIS
SCOPE OF WORK. ALL POSITIVE DRAINAG[ FROM LANDSCAP[ AR[AS SHALL B[ DISCHARG[D APPROPRIATELY AND SHALL NOT CR[AT[ DRAINAG[ PROBL[MS OFF-SIT[ OR IN
OTH[R AR[AS OF TH[ PROJECT. FlNlSH[D LANDSCAP[ AR[AS WITH PONDING WATfR OR OTH[R POOR DRAINAG[ CONDITIONS SHALL B[ CORR[CT£D AT TH[ CONTRACTOR'S
EXpeNSE.
2/) LAWNS SHALL B[ HYOROS[fD[D WITH ''SIGNA TUR[" AS SUPPLI[D BY JB INSTANT LAWN OR APPROV[D [QUAL TH[ S[[D[D AR[A MUST B[ PROT[CT[D BY A BARRIER WITH SIGNS
THA T R[AD "K[[P OFF N[WL Y S[£O[D LA WIV AR[A ':
22.) OWN[R SHALL APPROVE PLANT MATfRIAL & PLANTING BED LOCATION PRIOR TO INSTALLATION ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSP[CTION R[OU[ST. PLANT
MAT[RIAL THAT HAS B[[N APPROVED FOR INSTALLATION SHALL B[ PLANT[D WITHIN 24 HOURS. INSTALLATION SHALL NOT B[ CONDUCTED UND[R ADVERS[ WEATH[R CONDITIONS
WITHOUT PRIOR APPROVAL OF TH[ R[SPONSIBL[ OFFICIAL PLANT MAT[RIAL THAT CANNOT B[ PLANT£D WITHIN ONE DAY FOLLOWING ARRIVAL SHALL B[ H[[LED-IN, K[PT MOIST
AND PROT[CT[D AT ALL TIM[S FROM [XTR[M[ WEATH[R CONDITIONS. PLANTS SHALL B[ STOR[D AT TH[ SOLE R[SPONSIBILITY OF TH[ CONTRACTOR
21) TR[[ PITS SHALL B[ A MINIMUM OF TWO TIM[S (2x) TH[ DIAMUER OF TH[ TR[['S ROOT MASS. ADDITIONAL A[RATION MAY B[ R[QUlR[D AS DIR[CT[D BY TH[ R[SPONSIBL[
OFFICIAL ADO WAT[R TUB[S TO TH[ TR[[ PLANTINGS IN PAVED AR[AS.
24) STR[U TR[[S SHALL B[ SYMMURICAL AND UNIFORM IN APP[ARANCE. SIZ[ AND STRUCTURE.
25.) SEL[CTION OF APPROPRIAT[ SP[CI[S AND PLANTING CONDITIONS SHOULD [NSUR[ TR[[S 00 NOT DAMAGE SID[WALKS OR CURBING WHIL[ STILL BONG CONSIST[NT WITH TH[
APPROV£O LANDSCAPING CONCEPT OF TH[ D[V[LOPM[NT AGR[[M[NT.
26.) PLANT MAT [RIALS SHALL B[ GUARANT[[D FOR A P[RIOD OF TWO YEARS: PLANT MAT£RIAL THAT HAS LOST MOR[ THAN JO P[RC[NT OF ITS NORMAL FOLIAG[ SHALL B[
R[PLAC[D AT CONTRACTOR'S EXPENSE AS DIR[CT[D BY TH[ R[SPONSIBL[ OFFICIAL
27.) TR[[S, SHRUBS AND GROUNDCOVER LOCATED ON PROPOSED LOTS SHALL B[ IRRIGAT[D BY FUTUR[ HOM[OWN[RS. LANDSCAP[ STRIP PLANT MAT[RIAL IS CONSID[R[D 100%
DROUGHT TOL[/i'ANT AND SHALL B[ PROVIDED T[MPORARY IRRIGATION FOR TH[ FIRST TWO (2) YEARS OR UNTIL [STABLlSHM[NT.
11/2 x -1.-------TOPSOIL BACKFILL & FERTlLlZ[R
ROOTBALL /.--_____ ROUGH[N ALL SURFACES
OF PIT DIA,
t l l 71 1\
2 x ROO TBALL DIA,
SHRUB
NO SCALE
PLANT (SPACING
PER PLANT TYPE,'
S[[ SCH[DULE)
-----CUT N[W ROOT MASS
TO S TIMULA T[ N[W
ROOT GROWTH
UNDISTURB[D NA TlVE SOIL
TO AVOID LANDSCAP[ INTRUSION INTO
PATH WIDTHS TH[ FOLLOWING C[NT[R OF
PLANTING SPACING OFF-SUS FROM [DG[
OF ALL PATHS, DRIV[S, ACC[SS ROUT[S,
uc. SHALL B[ MET.'
, GROUND COVER: 18"
• SMALL SHRUBS (MA TUR[ SIZ[ UND[R
J' TALL): 2.5'
, M[DIUM SIZ[ SHRUBS (MA TUR[ SIZ[
FROM J' TALL TO 6'): 15'
, LARG[ SHRUBS (MA TUR[ SIZ[ OVER
6' TALL): 4.5'
PLANT LA YOUT & SURFACE TREATMENT
STAKINC NOT[S:
RUBB[R HOS[ AT TR[[,' HOS[
SHALL B[ LONG [NOUGH TO
ACCOMMODAT[ I YEARS GROWTH
AND PROTECT TRUNK FROM
DAMAG[ OR CHAFING & ASSUR[
PROT[CTION OF BRANCH[S.
J HARDWOOD STAK[S OR OTH[R
APPROVED MA TfRIAL; ALL STAK[S
TO B[ DRIVEN OUTSID[ TH[
ROOT BALL, AT 120' SPACING & INTO
UNDISTURB[D SOIL A MIN OF 6':
GAL VANIZED WlR[ OR CABLE,' TWIST
WlR[ TO TlGH T[N ONL Y [NOUGH TO
K[[P FROM SLIPPING (ALLOW FOR
SOME TRUNK MOVEM[NT),
J'MIII
1 1/2 x ROOTBALL OIA,
• •• • • ~--TR[[ PRUNING TO FOLLOW ANSI
JOOA PART I STANDARDS
r---PLANT TR[[ SO THA T TH[ TRUNK
CROWN IS VlSIBL[ AT TH[ TOP
OF TH[ ROO TBALL; SU TOP OF
ROOT BALL FLUSH TO GRADE,' 00
NOT COVER TH[ TRUNK CROWN
WITH SOIL
MIN ]" MULCH AT 2' RADIUS
r--AROUND TR[E,' 00 NOT PLACE IN
CONTACT WITH TRUNK.
~-4 IN HIGH [ARTH SAUCER
AROUND [DG[ OF PLANTING PIT.
FINISH GRAD[
ROUGH[N [DG[S OF PIT
__ -R[MOVE ALL TWINE, WlR[ AND
BURLAP FROM TOP HALF OF
ROOT BALL; NON-BIOD[GRAD[BL[
MATERIAL SHALL B[ R[MOVED
COMPLUEL Y.
"k------'---,-_(r"=~=--,,--__ ~/:r-:---------TAMP TOPSOIL BACKFILL AROUND
ROOTBALL BAS[ FIRMLY WiTH FOOT
PRESSURE TO A VOID SHIFT OF
2 x ROO TBAll OIA.
TREE
NO SCALE
ROOTBALL
SOIL LAYER
PLACE ROOTBALL ON UN[XCAVA T[D
SOIL P[D[STAL TO PR[VENT
SUTLING
• <0
• ~
• ~
11/2 x
ROOTBALL
DIA,
t
..J------TOPSOIL BACKFILL &
F[RTlLlZ[R
N~~JC'~f-------CUT N[W ROOT MASS
TO STiMULAT[ N[W
, , '~ROOTGROWTH
I J x I UNDISTURBED r ROOTBALL DIA, "I NATIVE SOIL
GROUND COVER
NO SCALE
/
f 0 4x4 CEDAR POST
/ n f u 2x4 SPLIT C[OAR RAIL (TrP.)
HOLES IN POST FOR RAILS (TrP.)
/
S--
• <0
~
CONDITION 1:
INSTALL ROOT BARRI[R
MINIMUM OF I' AWA Y
FROM [XlSTING STORM
LlN[ AND INSTALL TR[[
MIN OF 25' FROM ROOT
BARRIER
[XISTING <:ml<u-J
DRAINAG[ LlN[ (Typ')
NOTE.'
i-
/
,
----------.' ":". ~'" ,',' '
SPLIT RAIL FENCE
NO SCALE
4" or AGGR[GATE BACKRLL
4" AGGREGATE BASE
UNDISTURBEO SOIL
INSTALL r/fiffT'BARRiER"-.
ON BOTH SID[S OF
PLANT[R STRIPS
STRIP
I, ROOT BARRI[R TO B[ NOS, Moon RP-245O, OR APPROVED [OUIVAL[NT
2. INSTALL PRODUCT peR MANUFACTUR[R'S SP[ClFlCATIONS.
1 ALL TR[[S LOCAT[D WITHIN PLANT£R STRIPS TO R[COVE ROOT BARRIER
ROOT BARRIER
NO SCALE
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
B~ ____________ _ DATE: ______ _
BY: __________ _ DATE: --------
BY: -----------DATE: ____ _
BY: ____________ _ DATE: -----
ci z
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
30SHUA PENNINGTON BEARD
CERTIFICATE NO, 938
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SHEET OF
L2.3:1 2
PROJECT NUMBER
041.39M