HomeMy WebLinkAboutLarge FormatCA VALLA SHm 1 OF 3
LUA 13-000269
LND-10-0480
BEING A PORTION OF THE NE1/4 OF THE SE1/4 OF
SECTION 14, TOWNSHIP 23 NORT~~' RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
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(1-16-2006)
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SURVEY fNFORMA TK>N
PROCEDURE / NARRATIVE
A AEl.D TRAVERSE USING A "TRIMBLE 5600" TOTAL STATION, TOPCON GR-J
N£TWORK CPS ANO iOS RANGER" DATA COLLECTOR, SUPPl.EME:tfilD WITH FIELD
NOl£S WAS PERFORMED, ESTABLISHING lHE ANGULAR AND DISTANCE
RE!ATIONSHIPS BETWEEN THE MONUMENTS, ANO TOPOGRAPHIC FEATURl'.S AS
SHOWN HEREON. GRfo FACTOR;,, 1.000005003
ELEVATION FACTOR= 0.999999176
COMBINED FACTOR= 1.000004161
HORIZONTAL DATUM -BASIS OF BEARINGS
THE EAST LINE OF THE SOUTHEAST QUNfilR OF SECTION 14, TOWNSHIP 23
NORTH, RANGE 5 EAST, Wlll.AMETTE MERIDIAN, SAID LINE BEARS:
NORTH 0021' 48' EAST.
MANAGER
ON
ES
ts
lN.
UPERINTENDENT OF RECORDS
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS PLAT OF CAV/>J.lA IS BASED UPON
AN ACTUAL SURVEY ANO SUBDMSION OF SECTION 14, TOWNSHIP
23 NORTH, RANGE 5 f.AST, W.M., THAT THE COlRiES AND DISTANCES
ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS Will
BE SET ANO THE LOT ANO BLOCK CORNEllS STAKED CORRECTLY
ON THE GROUND ANO lHAT I HAVE FULLY COMPLIED WITH THE
PROVISIO OF THlP~TilNG RE:lJLATIONS.
~-.,<.. ~"--'f}J/tJ
OR S. LANKTREE, PLS NO. 45789
23 24 STAMPED "l<C 19J8' AT 164TH
lllf.. S.E. & S.E. 1 +4'1li ST.
(5-18-2007)
/
JOB NO. 11778 'E ~---..... -------------,c.. f Barghausen
Consulting Engineers,lnc.
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Civil Engineering, Land Planning, Surveying, Environmental Services ~
18215 72nd Avenue South Kent, WA. 98032 ./'
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Telephone: (425) 251-6222 Fox: (425) 251-8782
/ PORT. NE1/4 OF SE1/4, SEC. 14, J23N-R5E, W.M. '.t
1---------------------li.;::
SHEET 1 OF 3
2c.lo I a.-t 2..
CAVALLA SHITT20F3
LUA 13-000269
LND-10-0480
BEING A PORTION OF THE NE1/ 4 OF THE SE1/ 4 OF
SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
LEGAL DESCRIPTION:
PARCEL A:
TRACT 3, BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS,
PAGE 91, IN KING COUN'TY, WASHINGTON;
TOGETHER WITH THAT PORTION OF 164TH AVENUE SOUTHEAST WHICH WOULD ATIACH BY OPERATION OF LAW.
PARCEL B:
TRACT 4, BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS,
PAGE 91, IN KING COUN'TY, WASHINGTON;
TOGETHER WITH THAT PORTION OF THE EAST 30 FEET Of THE SOUTH 658.23 FEEi OF THE NORTH 987.48 FEET Of THE
SOUTHEAST QUARTER Of SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUN'TY,
WASHINGTON, AS VACATED BY KING COUN'TY ORDINANCE NO .. 4406, RECORDED UNDER RECORDING NO. 7908150748 ADJOINING
SAID PREMISES.
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF lmEREST IN THE LAND HEREBY SUBDMDED,
HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDMSION MADE HEREBY, AND DO HEREBY
DEDICATE AND CONVEY TO THE USE OF THE PUBUC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON
AND DEDICATE THE USE THEREOF FOR ALL PUBUC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBUC
HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND
TRACTS SHOWN HEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE AND
CONVEY TO THE USE OF THE PUBUC ALL THE EASEMHffS AND TRACTS SHOWH ON THIS PLAT FOR ALL PUBUC PURPOSES AS
INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTR~ ACCESS, LTTIUTIES AND DRAINAGE
UNLESS SUCH EASEMEITTS OR TRACTS ARE SPECIFlCALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A
PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS,
EASEMEf'lTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED.
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS:
SSHI, U.C, A DEi.AWARE LIMITED l.WIIUTY COMPANY, OBA D.R. HORTON
BY: SHLR OF WASHtlGTON INC, A WASHINGTON CORPORATION, rrs t.WW:ER dia () ~
BY: TIA BRmH001ft;M, ~DENT
ACKNOWLEDGMENT
STATE OF WASHINGTON
COUNTY OF \!-t ~ ! ss.
I CERTIFY 1HAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TIA 9RDTHERTON Hmt IS
THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDC('.) THAT (S)HE ----------,
SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO. EXEClJTE THE
INSTRUMENT AND ACKNOWLEDGED IT AS THE VICE PRESIDENT OF ~ 1 LLC,..
~-------TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE
USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED THIS ~DAY OF ~ber'.'.' , 2013. \
Noll!y PWliC
S.of'.JI 1·~
.arnfitlWIRlinli
O:lfl1,mm&:pira 1-20-1&
RESIDING AT n.. (.,. .Y}~ ft
PRINTED NAME .. '{Joo,~v ""'""' ~~"'Y
COMMISSION EXPIRES __ :'"\~--1.0--~~\~'$~--------------.. ___ .,__ -
DRAINAGE NOTES:
, ALL DRAINAGE EASEMEITTS WITHIN THIS PLAT, NOT SHOWN "5 "PRIVATE" ARE HEREBY GRANTID AND CONVEYED TO THE CITY Of RENTON, A
MUNICIPAL CORPORATION, FOR THE PURPOSES OF COIM:YING, STORING, Mm4.GING, AND FACIUTATW>IG STORM AND SURFACE WATER PER THE
ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON TOGETHER WITH THC: RIGHT OF REASONABLE ACCESS {INGRESS AND
EGRESS), TO ENTER SAID DRAINAGE EASEMOO FOR PURPOSES OF INSPECTING, OPERATING, MAINTNNING, REPAIRING AND IMPROVING THE
DRAINAGE FACILITIES CONTNNED THEREIN. NOTE, EXCEPT FOR THOSE FACILITIES WHICH HAVE BEEN FORW.UY ACCEPTED FOR WJNTENANCE BY
THE CITY OF RENTON, MAINTENANCE Of DRAINAGE FACILITIES ON PRfl/ATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER(S).
• THE PRfl/ATE DRAINAGE EASEMENT SHOWN ON LOT 1 IS FOR THE BENEFTT OF LOTS 1 AND 2.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 3 AND 4 IS FOR THE BENEFIT OF LOTS 3 THROUGH 5.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 6 AND 7 IS FOR THE BENEFIT OF LOTS 6 THROUGH B.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 10 IS FOR THE BENEFIT OF LOTS 9 AND 10.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 13 THROUGH 15 IS FOR THE BENEFIT OF LOTS 12 THROUGH 14.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 16 AND 17 IS FOR THE BENEFIT OF LOTS 15 THROUGH 17.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 19 THROUGH 22 IS fOR THE BENEFIT Of LOTS 1 B THROUGH 22.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 24 AND TRACT C IS FOR THE BENEFIT OF LOTS 23 AND 24.
THE PRNATE DRAINAGE EASEMENT SHOWN ON LOTS 26 THROUGH 30 IS FOR THE BENEFIT OF LOTS 25 THROUGH 30.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 31 THROUGH 34 IS FOR THE BENEFTT Of LOTS 31 THROUGH 35.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 36 THROUGH 39 IS FOR THE BENEFIT Of LOTS 36 THROUGH 40.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 42 THROUGH +4 IS FOR THE BENEFTT Of LOTS 41 THROUGH +4.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 46 AND 47 IS FOR THE BENEFTT OF LOTS 45 THROUGH 47.
THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOT ',9 IS FOR THE BENEFIT OF LUIS "8 AND 49.
THE OWNER(S) OF SAID LOTS SHALL BE RESPONS1Bl£ FOR THE MAINTENANCE OF THAT PORTION .OF THE DRAINAGE FACILITIES THEY HAV[
BENEFTT OF USE, AND SHALL .fQUAl..lY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES THAT THEY USE IN
COMMON.
• PRIVATE DRAINAGE EASEMENT: THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN >S
"PRNATE" HEREBY GRANT AND COIMY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, THE RIGHT BUT NOT THE OBUGATION TO COOl'EY
OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH
THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE
OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE DWNER(S) Of SAID PRIVATE
PROPERTY, SINGLE AND SEVERAL, ARE RESPONSIBLE FOR OPERATING, MAINTAINING, AND REPNRING THE DRAJWIGE FACILITIES CONTNNED \\TIHIN
SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRffi TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR
AGENCY, PRIOR TO FlWNG, PIPING, ClJTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE IAAINTENANCE SUCH IS LAWN
MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH >S SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY AI..TERATIONS
OR MODIFlCATIONS TO THE DRAINAGE FACILITIES CONTNNED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND
IS BINDING UPON THE OWNER(S) Of SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS.
• THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMEITTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF
THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPNRS
SHALL BE AT THE OWNER(S)'S COST.
SPECIAL EXCEPTIONS:
PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO.: 4220-2005594, DATED NOVEMBER 30, 2012:
1. RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF:
RESERVING: MINERALS
RESERVED BY: JOE CHIECS AND CLARA CHIECS, HIS WIFE
RECORDED: NOVEMBER 22, 1961 RECORDING INFORMATION: 5356156
2. THE TERMS AND PROVISIONS CONTNNED IN THE DOCUMENT ENTITLED "Cf!Y OF REITTON, WASHINGTON ORDINANCE NO. 5465"
RECORDED: NOVEMBER 5, 2009 RECORDING NO.: 20091105000541
3. TEMPORARY ACCESS AND TURNAROUND EASEMEITT AND THE TERMS AND CONDITIONS THEREOF
BETWEEN: ISSAOUAH SCHOOL DISTRICT AND KBS DEVELOPMENT CORPORATION
RECORDING INFORMATION: 20120611001007 (SHOWN)
4. TEMPORARY CONSTRUCTION EASEMENT ANO THE TERMS AND CONDITIONS THEREOF
BETWEEN: ISSAQUAH SCHOOL DISTRICT ANO KBS DEVELOPMENT CORPORATION
RECORDING INFORMATION: 2012061100100B (SHOWN)
5. TRANSITR OF DEVELOPMENT RIGHTS CERTIFICATE NUMBER 200 ANO THE TERMS AND CONDmONS THEREOF, RECORDED
UNDER RECORDING NO. 20120614000414. SAID CERTIFICATE CANCELS TRANSFER OF DEVELOPMENT RIGHTS CERTIFIC>,TE
NUMBER 1B9 WITH RECORDING NO. 20110201001641 ANO TRANSFER OF DEVELOPMENT RIGHTS CERTIFlCATE NUMBER 198 WITH
RECORDING NO. 20120427000444 OF omclAl. RECORDS.
6. TRANSFrn OF DEVELOPfAENT RIGHTS CERTIFICATE NUMBER 201 AND THE TERMS AND CONDITIONS THEREOF, RECORDED
UNDER RECORDING NO. 20120614000415. SAID CERTIFICATE CANCELS TRANSFER OF DEVELOPMEITT RIGITTS CERTIFICATE
NUMBER 191 WITH RECORDING NO. 20110602000992 OF omcw. RECORDS.
7. RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF
RESERVING: MINERALS .
RESERVED BY: DRH ENERGY, INC., A COLORADO CORPORATION
RECORDED: JUNE 15, 2012 RECORDING INFORMATION: 20120615000760
B. EASEt.lOO, INCLUDING THE TERMS AND CONDITIONS THEREOF':
RECORDED: OCTOBER 11, 2012 RECORDING INFORMATION: 20121011000442 (SHOWN)
IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION
f'OR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM
Cl1Y OF RENTON APPROVALS
CITY OF RENTON PUBLIC WORKS DEPARTMENT
EXAMINED AND APPROVED THIS j_]_DAY OF SEf[E/.1fJft_ 2013.
'"~¥,f~
CITY OF RENTON MAYOR ..,,~1}1, g.._") "1., ... f
EXAMINED AND APPROVED ~DAY OF ....J..<.f'/ • , 2013.
I -~ ~ (::fky'._
MAYOR
Cf!Y CLERK I) 1,J
EXAMINED ANO APPROVED THIS~DAY Of -"'.J .. t~"..,/L...:.., __ ,, 2013. ~ I
CITY OF RENTON RNANCE DIRECTOR
·, .
I HEREBY CERTIFY THERE ARE NO DELINQUENT SPECIAl. ASSESSMEIITS AND ALL SPECIAl. ASSESSMENTS CERTIFIED TD THE Cf!Y
TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBUC USE
ARE PAID IN FULL ,,..+I,, ~
EXAMINED AND APPROVED THIS~Y OF _;je.p 2013.
~°= FlNANCE DIRECT~ C/
KING COUN1Y APPROVALS
KING COUNTY DEPARTMENT OF ~MENTS
EXAMINED AND APPROVED THIS~AY OF
L()'/f) ~
KING COUNTY ASSESSOR
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ACCOUNT NUMBERS: 145750-0135 & 145750-0140 •o,"1,, ••• SE.!>,\'•"o~ .,:' ,i(······~.,, KING COUNTY FINANCE DMSION CERTIFICATE • ,,\, WASHl\'-\G _E
I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL\~ CERTIFIED TO
THIS omcE FOR COLLECTION AND THAT ALL SPECIAl. ASSESSMENTS CERTIFIED TO THIS OFFlCE FOR COLLECTION ON ANY OF
THE m~~ HE9p;NEDliDEDICATED AS STREETS, .ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL
1"·~ OF ffl #~ :;e... . .
-1 ,bes,"' -~~l~OUN'TY FINANCE DIVISIO~ -•
PLAT NOTES
1. THE ARTICLES OF INCORPORATION FOR TH£ CAVALLA HOMEOWNERS ASSOCIATION IS ON tlLE WITH THE STATE OF WASHINGTON
IN OLYMPIA.
2. TRACT 'A' IS A STORM DRAINAGE AND RECREATION TRACT AND IS HEREBY CONVEYED TO THE CAVALLA HOMEOWNERS
:t~~~~· 1:ER~ir ~E~T .;.HEAS H~~E~O~LD R~P~S:~· F:ENTH~c~~~ :~~0~1 :~ ~~fM~:
RESPECT TO TRACT "A" >S SET FORTH HEREIN. MEMBERSHIP IN THE HOA AND PAYMENT OF DUES OR OTHER ASSESSMEm5
SHALL REMAIN AN APPURTENANCE TO AND INSEPARABLE FROM EACH LOT.
3. THE CAVALLA HOMEOWNERS ASSOCIATION WILL MAINTNN ALL LANDSCAf'ING AND AMENmES WITHIN THE PROPOSED STORM
DRAINAGE AND RECREATION TRACT FROM AND INCLUDING THE FENCE OUTWARDS, AND THE CITY OF RENTON WILL MAIITTAIN THE
STORM POND FROM THE FENCE INWARD. THE CAVALLA HOMEOWNERS ASSOCIATION SHALL ALLOW FOR PUBUC USE OF THE
WALKING PATH AND OTHER RECREATION FEATURES WITHIN TRACT "A". A DRAINAGE EASEMENT OVER TRACT "A" IS HEREBY
_GRANTED AND CONVEYED TO HIE Cf!Y Of RENTON. A MUNICIPAL CORPORATION, FOR THE PURPOSE OF CONVEYING, STORING,
MANAGiNG AND TACiUl'"~Ti G.. ST -M ANp S~ffACt: WATER APPRO\IED B_ Y THIS PLAT BY THE Cf!Y OF RENT(pN, lOGETHER WITH
THE 'RIGHT FOR THE C PF f fco~. : ITS SUCCESSORS OR ASSIGNS, TO ElfT[R SAID DRNNAGE EASEMEITT AND COVENANT FOR
THE PURPOSE OF IN P~CTIN , OPiRATING, ! MAINTAINING, REPNRING AND '·IMPROVING THE DRAINA. GE FACILITIES CONTNNED
HEREIN. I . ~ -, .
4. TRAC. T "B" IS A R ATE ALLEY TRACT AND IS HERESY CONVEYED TO THE CAVALLA HOMEOWNERS ASSOCIATION FOR
OWNERSHIP ANO MAINTE~CE. AN. EASE.ME IS HEREBY GRANTED TO THE Cf!Y OF REITTON OVER ENTIRE TRACT "a" FOR
MAINTENANCE OF THE ST~. [M DRAINAGE FACILlrES WHICH LIE WITHIN THE TRACT.
5. TRACT •c• IS A PRl','PITE ACCESS TRACT AND IS HEREBY CONVEYED TO WITH EQUAL AND UNDMDED INTEREST TO THE
OWNERS OF LOTS 21 ANbl 22 FOR ACCESS PURPOSES. THE OWNERS OF LOTS 21 ANO 22 SHALL BE RESPONSIBLE FOR THE
MAINTENANCE OF SAID ·TRACT. AN _EASEMENT IS HEREBY GRANTED TO THE Cf!Y OF RENTON OVER TRACT 'C" FOR THE
PURPOSE OF ACCESS TO TRACT "A". A PRIVATE WATERLINE EASEMENT IS HEREBY GRANTED TO THE OWNERS OF LOTS 21 AND
22 OVER ENTIRE TRACT •c• FOR MAINTENANCE OF THE PRNATE WATERLINE FACILITIES WHICH LIE WITHIN THE TRACT. A PRIVATE
SEWER EASEMENT IS HEREBY GRANTED TO THE OWNERS OF LOTS 17 THROUGH 24 OVER ENTIRE TRACT •c• FOR MAINTENANCE
DF THE PRIVATE SEWER FACILITIES WHICH LIE WrTHIN THE TRACT.
6. ALL LmLITY EASEMENTS (UE) ARE HEREBY RESERVED [QUALL Y TO ALL LmUTIES, BOTH PUBLIC AND PRIVATE, FOR
OWNERSHIP AND MAINTENANCE PURPOSES. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT.
7. ALL LANDSCAPE AND PUBLIC SIDEWALK EASEMENTS ARE HEREBY CONVEYED TO THE CAVALLA HOMEOWNERS ASSOCIATION
FOR MAINTENANCE OF THE LANDSCAPING WHICH LIES WITHIN THE EASEMENT AREA. THE Cf!Y OF RENTON SHALL MAINTNN THE
SIDEWALKS WHICH LIE WITHIN THE EASEMENT AREA.
8. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS. AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH >S PATIOS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET J.S SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS IR-361301 ON FILE WITH THE CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY
BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTIRUCTED AND APPRDVED PRIOR TO THE FINAL BUILDING
INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDMDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS
SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE.
9. THE APPLICANT OR SUBSEOUEITT OWNER SHALL COMPLY WITH THE APPLICABLE CITY OF RENTON TRAmc MITTGATION FEE
SCHEDULE OR APPLICABLE IMPACT FEE SCHEDULE IN PLACE AT TIME OF FEE PAYMENT. THE APPLICANT SHALL PAY THE
MITIGATION OR IMPACT FEE PRIOR TO THE RECORDING OF THE FINAL PLAT.
10. LOTS WITHIN THIS SUBDMSION ARE SUBJECT TD RENTON MUNICIPAL CODE 4-1-160, WHICH IMPOSES IMPACT FEES TO
FUND SCHOOL SYSTEM IIAPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, 50" OF
THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO THE RECORDING, USING
THE ffi SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE
ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO THE BUILDING PERMIT
ISSUANCE.
11. STREET TREES WITHIN PUBLIC EASEMENT AREAS SHALL BE OWNED AND MAINTAINED BY THE CAVALLA HOMEOWNERS'
ASSOCIATION, AND STREET TREES ABUTIING INDIVIDUAL LOTS SHALL BE MAIITTAINED BY THE LOT OWNER UNLESS THE CITY OF
RENTON HAS ADOPTED A MAINTENANCE PROGRAM. TREES SHOWN TO BE RETAINED SHALL BE MAINTAINED BY THE FUTURE
OWNERS OF THE PROPOSED LOTS.
12. ACCESS FOR LOTS 31 THROUGH 49 SHALL BE LIMITED TO TRACT "B" (ALLEY) ONLY. THERE SHW. BE NO DIRECT
VEHICULAR ACCESS TD OR FROM 162ND AVENUE S.E. OR 164TH AVENUE S.E. FROM THOSE LOTS WHICH ABUT IT.
13. PROPERTY WITHIN THIS PJrtT IS SUBJECT TO COVENAITTS, CONDITIONS AND RESTRICTIONS, KING COUN'TY RECORDING
NUMBER 201305...1.":,t::rn:):Z.!f .
14. THE TEMPORARY TURNAROUND EASEMENT WITHIN LOTS 9 AND 10 SHALL BECOME NULL ANO VOID WHEN 164TH AVENUE
S.E. IS EXTENDED TO A PUBLICLY MAINTAINED ROAD SYSTEM AND IS ACCEPTED FOR MAINTENANCE BY THE Cf!Y OF RENTON.
15. THE PRIVATE SANITARY SEWER EASEMENT WITHIN TRACT "A• IS HEREBY GRANTED TO THE OWNERS OF LOTS 17 THROUGH
30 FOR MAIITTENANCE OF THE PRIVATE SEWER FACILITIES WHICH LIE WITHIN THE EASEMENT AREA.
EASEMENTS AND RESERVATIONS
AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, ANY TELEPHONE COMPANY, ANY CABLE
COMPANY, KING COUNTY WATER DISTRICT 90 AND THE Cf!Y OF RENTON ANO THEIR RESPECTIVE SUCCESSORS AND ASSIGNS,
UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE PROPOSED STREET FRONTAGE OF ALL LOTS,
TRACTS AND PARCELS AS GRAPHICALLY DEPICTED ON SHEET 3 IN WHICH TO INSTAU, LAY, CONSTRUCT, RENEW, OPERATE AND
MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE
PURPOSE OF SERVING THIS SUBDMSION mo OTHER PROPERTY WITH ELECTRIC, TELEPHONE. 'JV, WATER, SEWER, PUBLIC AND
PRIVATE STORM DRAINAGE, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE
PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT. TELEPHONE OR CABLE TV
:z
0
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Cl
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8
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SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN :::;-
CONDUIT ATTACHED TO A BUILDING. JOB NO. 11778 iJ
Barghausen l
Consulting Engineers,lnc. f
Civil Engineering, Land Plonning, Surveying, Environmental Services :::;-
18215 72nd Avenue South Kent, 'NA. 98032 "'
1--Te_lep'-h_on_e: ____ ( 4_2~5)_2_5_1-_6_222 __ Fa_x: ____ ( 4_2 ___ 5)_2_5_1-_8_78_2 ___ -t ~
PORT. NE1/4 OF SE1/4, SEC. 14, T23N·R5E, W.M. f
SHEET 2 OF 3
:r:
CA VALLA
BEING A PORTION OF THE NE1/4 OF THE SE1/4 OF
SHEET 3 Of 3
LUA 13-000269
LND-10-0480
SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
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t-I I VOL. 1 s, PG. 91 LEGEND 17! f.3 ~ 5
CURVE T..a.E CURVE TABI.£
CURVE# l£NG1H RADIUS DELTA CURVE I l£NGTH RADIUS DELTA
Cl 38.63' 25.00' 88'32'09' C14 12.92' 25.00' 29'35'57'
C2 39.91' 25.00' 91'27'51" C15 23.25' 45.oo· 29"35'57'
C3 27.06' 74.50' 20'.W'28" C16 20.06' 74.50' 15'25°42'
C4 20.04° 74.50' 15·24'35• C17 32.93' 74.50' 25'19'40"
C5 20.00' 74.50' 15'22'57" ClB 37.00' H.50' 28'27'20"
C6 47.«' 74.50' 36'28'58' C19 51.05' 32.50' 89'59'52'
49 48
f15' SDE
v-S89"36'20"E 101.64' -
£! /
"' "' .TRACT -, ' /
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31 32
DETAIL -1"•50'
B
33
I 0 vi "' FOUND MONUMENT fiS NOTED ,-
o SET REBAR/CAP 'BCE 45789'
• CflY OF RENTON STANDARD ROAD MONUMENT TO
BE SET ,S CONSTRUCTION. IS COMPLETED
UE UTILflY EASEMENT (SEE PLAT NOTE 6, AND
'EASEMENlS AND RESERVATIONS', SHEET 2)
SOE PUBLIC STORM DRAINAGE EASEMENT
(SEE DRAINAGE NOTES, SHEET 2)
PSDE PRIVA1£ STORM DRAINAGE rASEMENT [~
(SEE DRAlli6.GE NOTES, SHEET 2)
PSSE PRIVATE SANITARY · SEWER EASEMENT
(SEE PLAT NOTE 15, SHEET 2)
LANDSCAPE & PUBLIC SIDEWALK EASEMENT
(SEE PLAT NOTE 7, SHEET 2)
1=0=000=01 ADDRESS fiS PROVIDED B't' lHE CflY
Of RENTON
C?J
~
C7 0.55' 74.50' cr25'20· C20 39.27' 25.00' 90'00'08" JOB NO. 11778
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CB 50.20' 32.50' 88'30'19'
C9 39.92' 25.00' 91'29°41'
C21 39.27' 25.00' 89'59'52"
C22 9.52' 45.00' 12'07'24'
~B-a-rg_h_a_u_s_e_n------~i
Consulting Engineers,lnc. f C10 38.63' 25.00' 68'32'09' C23 13.73' 45.00' 1T28'34' Civil Engineering, Land Planning, Surveying, Environmental Services
C11 39.91' 25.00' 91'27'51'
C12 38.62' 25.00' 88'30'19"
C13 27.03' 74.50' 20'47'10·
'
C24 23.56' 15.00' 9croo·oo·
C25 23.56' 15.00' 90'00'00'
18215 72nd Avenue South Kent, WA. 98032
Telephone: (425) 251-6222 fox: (425) 251-8782
./ PORT. NEV4 OF SE1/4, SEC. 14, T23N-R5E, W.M. ~
100
J
SCALE: 1" = 50'
SHEET 3 OF 3
,,
•
ii ::~4
1"=20'
0 1 0 20,c_ ___ _,,40
rB1i+4_1 I
··-· J -··
KE'(M/11'_ .. -~-
FOR PLANT MATERIAL LEGEND SEE
THIS SHEET.
FOR SITE AMENETIES DETAILS SEE
SHEETS L3 & L4.
FOR PLANTING NOTES AND DETAILS
SEE SHEET L5.
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LANDSCAPE / STREET TREE / TREE REPLACEMENT / STORM POND PLANTING PLAN
CAVALLA
A PORTION OF THE SE 1/ 4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
LANDSCAPE PLANT MATERIAL LEGEND
SYMBOL
0
0
0
0
0
0
BOTANICAL / COMMON NAMES
TREES:
CERCIDIPHYLLUM JAPONICUM /
KATSURA TREE
{REPLACEMENT TREE)
CORNUS KOUSA /
KOUSA DOGWOOD
(REPLACEMENT TREE)
LIQUIDAMBAR STYRACIFLUA 'CHEROKEE' /
CHEROKEE SWEET GUM
PINUS MONTICOLA /
WESTERN WHITE PINE
(REPLACEMENT TREE)
POPULUS TREMULA 'ERECTA' /
SWEDISH COLUMNAR ASPEN
(REPLACEMENT TREE)
PSEUDOTSUGA MENZIESII /
DOUGLAS FIR
{REPLACEMENT TREE)
PYRUS CALLERYANA 'CAPITAL' /
CAPITAL ORNAMENTAL PEAR
(REPLACEMENT TREE)
TILIA CORDATA 'CHANCELLOR' /
CHANCELLOR UTILE -LEAF LINDEN
(REPLACEMENT TREE)
THUJA PLICATA 'EXCELSA' /
WESTERN RED CEDAR
(REPLACEMENT TREE)
THUJA PLICATA 'EXCELSA' /
WESTERN RED CEDAR
ZELKOVA SERRATA 'VILLAGE GREEN' /
VILLAGE GREEN ZELKOVA
{REPLACEMENT TREE)
SHRUBS:
CISTUS HYBRIDUS /
WHITE ROCKROSE
CORNUS STOLONIFERA /
RED-OSIER DOGWOOD
EUONYMUS ALATUS 'COMPACTA' /
COMPACT WINGED EUONYMUS
HEMEROCALLIS HYBRIDS /
DAYLILY
HELICTROTRICHON SEMPERVIRENS /
BLUE OAT GRASS
ILEX CRENATA 'CONVEXA' /
JAPANESE HOLLY
IRIS PSEUDACORUS /
YELLOW FLAG IRIS
MAHONIA AQUIFOLIUM /
OREGON GRAPE
MISCANTHUS SINENSIS 'MORNING LIGHT' /
MORNING LIGHT JAPANESE SILVER GRASS
NANDINA DOMESTICA /
HEAVENLY BAMBOO
OEMLAERIA CERASIFORMIS / (OSMARONIA)
INDIAN PLUM
RHODODENDRON 'UNIQUE' /
NO COMMON NAME
ROSA PISOCARPA /
CLUSTERED WILD ROSE
SPIRAEA DOUGLASII /
WESTERN SPIRAEA
SYMPHORICARPOS ALBUS /
SNOWERRY
VIBURNUM DAVIDII /
DAVID'S VIBURNUM
SIZE
CONDITION SPACING QUANTITY REMARKS
3• CAL.
3• CAL.
2.5" CAL.
3" CAL.
12'-14' HT.
3" CAL.
3" CAL.
12'-14' HT.
3" CAL.
12'-14' HT.
3" CAL.
AS SHOWN 8
AS SHOWN 6
AS SHOWN 33
AS SHOWN 16
AS SHOWN 20
AS SHOWN 34
AS SHOWN 20
AS SHOWN 10
3" CAL. AS SHOWN 47
12'-14' HT.
8' -1 O' HT. AS SHOWN 9
3" CAL. AS SHOWN 26
21" -24" 4' o.c. 57
21" -24" 6' o.c. 24
21" -24" 4' o.c. 81
GALLON 3' o.c. 245
1 GALLON 3' o.c. 35
18" -21" 3' o.c. 70
1 GALLON AS SHOWN 21
21" -24" 5' o.c. 102
1 GALLON 3' o.c. 37
18" -21" 3' o.c. 194
21· -24" 6' o.c. 20
18· -21" 4' o.c. 39
18" -21" 4' o.c. 66
1811 -21" 4' o.c. 49
18" -21" 3' o.c. 106
18" -21" 4' o.c. 20
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, . BRANCHED AT 6'
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, LOW BRANCHED
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, BRANCHED AT 6'
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, UN-CUT LEADER
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, BRANCHED AT 6'
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, UN-CUT LEADER
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, UN-CUT LEADER
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, BRANCHED AT 6'
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, UN-CUT LEADER
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, UN-CUT LEADER,
TREES ARE TO BE PLANTED PRIOR TO
CERTIFICATE OF OCCUPANCY
STAKE & GUY ONE GROWING SEASON;
NURSERY GROWN, BRANCHED AT 6'
HARDENED GROWTH
MATCHED HEIGHT AND FORM
AT EDGE OF WATER
3 CANES MINIMUM
3 CANES MINIMUM
EXISTING SIGNIFICANT TREE CALCULATIONS
SITE AREA-
ZONE-
TOTAL TREES INVENTORIED {SIGNIFICANT & OTHER)-
SIGNIFICANT TREE RETENTION REQUIREMENTS/PLAN:
THE GREATER OF:
10 TREES PER ACRE-
5% OF TREES-
TOTAL SIGNIFICANT TREES REQUIRED-
TOTAL SIGNIFICANT TREES RETAINED-
REPLACEMENT TREES REQUIRED: (ASSIGNED 12" DIA.)
3" CALIPER OR GREATER AT 2" CREDIT PER 1" EXIST.-
LESS THAN 3" DBH AT 1:1 RATIO CREDIT-
INFORMATION FROM SIGNIFICANT TREE RETENTION PLAN
BY BARGHAUSEN CONSULTING ENGINEERS
DATED 11/3/06, REVISED 11/16/06
94
21.45
188 TREES
0 TREES
9.40 AC.
R4
429
94 TREES
0 TREES
94 TREES
193 TREES PROVIDED
SYMBOL
0
0
0
0
0
0
0
0
0
•• •'::.·~--_.:::.)'.{;"!. i_.~.y,-_.•. ............ ·-· .. ·-· ... ·-· ••.-•n ,,•,••-• ·~·-•,.• ._. •.• ._.,,.~, ',N-• •,•• • •
-
•
SIZE
BOTANICAL / COMMON NAMES CONDITION SPACING
PERENNIALS:
BERGENIA CRASSIFOLIA /
WINTER-BLOOMING BERGENIA
GALLON AS SHOWN
CROCOSMIA HYBRIDS /
NO COMMON NAME
GALLON AS SHOWN
ECHINACEA PURPUREA / 1 GALLON AS SHOWN
PURPLE CONEFLOWER
EUPHORBIA CHARACIAS / GALLON AS SHOWN
NO COMMON NAME
IBERIS SEMPERVIRENS / 4" POT AS SHOWN
EVERGREEN CANDYTUFT
IRIS DOUGLASIANA /
PACIFIC COAST IRIS
1 GALLON AS SHOWN
LAVANDULA ANGUSTIFOLIA /
ENGLISH LAVENDER
1 GALLON AS SHOWN
KNIPHOFIA HYBRIDS 'BEE'S SUNSET' / 1 GALLON AS SHOWN
BEE'S SUNSET POKER
RUDBECKIA HIRTA /
BLACK-EYED SUSAN
1 GALLON AS SHOWN
GROUNDCOVERS:
ARCTOSTAPHYLOS UVA-URSI /
KINNIKINNICK
100% 4" POTS 12" o.c.
ARCTOSTAPHYLOS UVA-URSI /
KINNIKINNICK
50% 1 GALLON 24" o.c.
GAULTHERIA SHALLON / 20% GALLON 24" o.c.
SALAL
MAHONIA REPENS /
CREEPING MAHONIA
20% GALLON 24" o.c.
NEPHROLEPIS EXALTATA /
SWORD FERN
10% 1 GALLON 24" o.c.
COTULA MINOR / \
25% 2" POT 12" o.c.
BRASS BUTTONS
FRAGRARIA CHILOENSIS / 75%~. i \ 4" POT 12" o.c.
BEACH STRAWBERRY I \ ..
EPIMEDIUM GRANDIFLORUM /
BISHOP'S HAT
25% \ ! .,,,-,·4">por 12" o.c.
FRAGRARIA CHILOENSIS / 75% ·
BEACH STRAWBERRY ,,
LAWN
STORAGE SLOPE GRASS SEED MIX
STORAGE SLOPE WILD FLOWER SEED MIX
JUNCUS EFFUSUS / . ,,;,"/ 35%
COMMON RUS~ .. .<e/
JUNCUS ENSIF.OLIUS / 35%
DAGGERLEAF RUSH
SCIRPUS' MICROCARPUS / 30%
SMALL-FRUITED BULRUSH
-t-
LAWN/PLANTER HEADER
SITE AMENITIES:
BOULDERS
WASHED RIVER ROCK
PICNIC TABLE
BENCH
MEGAPHONE
BINOCULARS
' ' .l
I
'·
t
J
\
,\
\ \
\
4' POT 12" o.c.
HYORODEED
HYDROSEED
1 GALLON 18" o.c.
1 GALLON 18" o.c.
1 GALLON 18" o.c.
3' -6' DIA. RANDOM
4"-10" DIA. COVER
QUANTITY REMARKS
24
33
9
26
58
24
41
17
12
AS REQ'D
AS REQ'D
AS REQ'D
AS REQ'D
AS REQ'D
AS REQ'D HOLD 16" FROM BORDERS, .
SHRUBS, AND TREES
AS REQ'D HOLD 16" FROM BORDERS,
SHRUBS, AND TREES
AS REQ'D HOLD 16' FROM BORDERS,
SHRUBS, AND TREES
AS REQ'D HOLD 16" FROM BORDERS,
SHRUBS, AND TREES
COVER LOCAL COMMERCIAL SEED MIX
COVER
AS REQ'D
AS REQ'D
AS REQ'D
SEE SHEET LS FOR DETAIL
AS SHOWN MIXED SIZES WITH SMOOTH,
WORN SURFACE
AS REQ'D 8" LAYER OVER LANDSCAPE
FABRIC
3 SIGNATURE SERIES SG215P
4 SEATS -PEDESTAL MOUNT
WITH CONCRETE FOOTING
(OR EQUIVALENT)
WABASH VALLEY
NORTHWEST PLAYGROUND
EQUIPMENT, INC.
(800-726-0031)
4 WABASH VALLEY PRESTIGE/
PROFILE SERIES #CN430P
INGROUND WITH
CONCRETE FOOTINGS
(OR EQUIVALENT)
NORTHWEST PLAYGROUND
EQUIPMENT, INC.
(800-726-0031)
3 KOMPAN -ELEMENTS
SERIES ELE 400046
INGROUND WITH
CONCRETE FOOTINGS
(OR EQUIVALENT)
HIGHWIRE, INC.
(206-228-3843)
KOMPAN -ELEMENTS
SERIES ELE 400045
INGROUND WITH
CONCRETE FOOTINGS
(OR EQUIVALENT)
HIGHWIRE, INC.
(206-228-3843)
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IVG ENGi~ L2 of 9
18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
( 425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
Designed ...AMS_
Drawn AMS
Checked ____.t,S___
Approved .....DKB....
Date 7 /15 /08
Scale:
Horizontal
1 "=20'
Vertical
N/A
File,P:\ 11 OOOs'\ 11778\pceliminary\ 117lS-~L~ 1--5.dwg Date/Time:9/9/2013 3,1.5 ~M . ScDJe,1" = 1' ASEIDEL Xr.et ----
For=
KBS DEVELOPMENT CORP.
12320 N.E. 8TH STREET, STE. 100
BELLEVUE, WA 98005
4 05/11/12
3 02/28/12
2 10/13/11
5/20/09
No. I Date
Trile=
AMS AMS /WS REVISED PER SITE PLAN CHANGES
SYS AMS AMS REVISED PER SITE PLAN CHANGES
MIK AMS AMS REVISED PER CLIENTS COMMENTS 10/4/11
AJ PS AS REVISED TO 49 LOTS; PROVIDED ALLEY LOTS
By Ckd. Appr. Revision
LANDSCAPE PLANTING PLAN
FOR
CAVALLA
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LANDSCAPE FABRIC.
AFTER PAVING INSTALLATION
TRIM FABRIC FLUSH WITH
TOP OF PAVING
FINISH SURFACE
•..
4" COMPACTED DEPTH
CLEAN SAND LEVELING-~
BED.
COMPACT SUBGRADE _ __,,
TO 95%
,---LANDSCAPE BOULDER -1YPICAL
FINISH GRADE
BURY LANDSCAPE STONE
1 /3 BELOW FINISH GRADE
NOTE: ALL LANDSCAPE BOULDERS TO BE PLACED IN FIELD
AS DIRECTED BY LANDSCAPE ARCHITECT PRIOR TO
POURING FLAT WORK.
PROTECT BOULDERS FROM CONCRETE FLAT WORK OVER
SPILL.
TYPICAL BOULDER PLACEMENT
NOT TO SCALE
NOTE:
WIDTH VARIES
SEE CIVIL PLANS
PATH TO COMPLY WITH ADA STANDARDS.
MATCH ELEVATION OF CONCRETE PAVING
AND/OR HEADER
~----4" MIN. COMPACTED THICKNESS
5/8" MINUS DECOMPOSED GRANITE
PROVIDE 2% MAX. CROWN/CROSS
SLOPE
ALL EDGES TO BE 'TAMPED" AT 45
,---DEGREE ANGLE FOR SMOOTH EDGING
--COMPACT SUBGRADE 95%
(NATIVE SOIL)
LANDSCAPE FABRIC BERRIER
DECOMPOSED GRANITE PATH SECTION •
NOT T9 SCALE -~
t
1"=20'
20=---------'40
FOR PLANT MATERIAL LEGEND SEE
SHEET L1.
FOR SITE AMENETIES DETAILS SEE
THIS SHEET & L4.
FOR PLANTING NOTES AND DETAILS
SEE SHEET L5.
LANDSCAPE STREET TREE / TREE REPLACEMENT / STORM POND PLANTING PLAN
CAVALLA
A PORTION OF THE SE 1/ 4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
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FOR PLANTING NOTES AND DETAILS
SEE SHEET L5.
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LANDSCAPE STREET TREE / TREE REPLACEMENT PLANTING PLAN/ STORM POND
CAVALLA
A PORTION OF THE SE 1/ 4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
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STATE OF
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REGISTEREif
LANDSCAPE .ARG IJECT ~ ,/'/ / ,,
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,,.. .. ,>AR THU!{ ),f:' SEIDEL ~
__-CERTifj,OA TE NO. 706 o
(VALID-jfitY WITH SIGNATURE) ..,
~IRES: 12/15/14
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LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED
PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND
HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO
BE LICENSED TO PEilFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION
SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED,
AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK
ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT
OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY
OWNER AT NO ADDITIONAL COST TO THE OWNER.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH.
REPAIR OF IRRIGATION SYSTEM:
DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH
CONDITIONS PRIOR TO THE DAMAGE.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
90-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS
DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN
STANDARDS FOR NUl!SERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & 8" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLAflT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER
OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY,
HAVE MULTIPLE LEADERS OR ''Y'' CROTCHES LESS THAN 30 DEGREES IN TREES, OR
DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE
FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY
SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE.
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE
SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL.
SOIL PREPARATION:
TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE
AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED
BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND
FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE
CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS
REQUIRED OR NOT REQUIRED BY THE SOILS REPORT.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO
REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT,
TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770
OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE
ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE
COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH
WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION
RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH
AND PAID FOR BY THE CONTRACTOR.
A) TOPSOIL:
CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING
THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED
HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL
RESULITNG FFWM CONTAMINATED OFF SITE SOURCES.
B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC
TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY
VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR
EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN
AMENDMENTS AS LISTED IN "D".
C) NATIVE SURFACE SOIL INCLUDING STOCKPILED SURFACE SOIL, ON-SITE, MAY
MEET TOPSOIL PRODUCT STANDARDS AS NOTED ABOVE, PROVIDED THAT NECESSARY
AMENDMENTS NOTED BELOW, ARE ADDED AND EVENLY BLENDED TO SPECIFIED DEPTH.
D) NATIVE SURFACE SOIL/STOCKEDPILED SURFACE SOIL (AND TOPSOIL BROUGHT ON SITE),
TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY:
THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET:
1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM
ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR
PRODUCTS.
2. 30-POUNDS NITROFORM (38-0-0)
3. 5-POUNDS AMMONIUM SULFATE
4. 40-POUNDS CALCIUM CARBONATE LIMESTONE
5. 40-POUNOS DOLOMITE LIMESTONE
6. 5-0UNES BORON (AS BORAX)
ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL.
E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS:
1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL
2. 0.4-CUBIC YARDS ORGANIC COMPOST.
3. 3-POUNDS NITROFORM (38-0-0)
4. 1-POUNDS AMMONIUM SULFATE
5. 2-POUNDS CALCIUM CARBONATE LIMESTONE
6. 2-POUNDS DOLOMITE LIMESTONE
LANDSCAPE STREET TREE / TREE REPLACEMENT /STORM POND PLANTING NOTES AND DETAILS
CAVALLA
A PORTION OF THE SE 1/ 4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
F) TOPSOIL PREPARATION AND INSTALLATION:
1) VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS,
EXCEPT AREAS NOTED ON PLANS. VERIFY SUBGRADES TO -4 INCHES BELOW FINISH
ELEVATION IN ALL SEED AREAS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND
MULCH.
2) ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE
PREPARATION.
3) THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH
HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90
DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED
EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS.
4) REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES
FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL.
5) REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT
LANDSCAPE AREAS.
6) PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE
PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES
BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12
INCHES TO MINIMIZE STRUCTURAL COMPACTION.
G) TOPSOIL PLACEMENT:
PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND
THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE
FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL
OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS
REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS INDICATED TO BE
MOUNTED.
BARK MULCH (TOPDRESSING):
ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK.
STAKES:
2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES.
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE.
LAWN:
COMMERCIAL SEED AS NOTED ON PLAN.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI-DESICCANT:
"WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP
SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES
BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND
1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS.
FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN.
ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN
AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL
DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL.
BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL
COMPACTION.
SHRUBS:
INSTALL SHRUBS AS SPECIFIED FOR TREES.
GROUNDCOVERS:
EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL
DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PROPER GRADE, AS DETAILED.
MULCH:
MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY
TO PROVIDE A 3-INCH COMPACTED DEPTH.
UTILITY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
PLANTING MAINTENANCE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE
OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES
OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN
ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE
INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40
PERCENT OR MORE OF CANOPY.
IRRIGATION MAINTENANCE:
THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER
DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE
REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE
OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS.
CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES.
2x6x1.5" ''TREX",
OR EQUIVALENT
GRAY COMPOSITE
DECKING
NOTE:
2 x 4 x 24" "TREX" STAKES
AT 3' MAX. SPACING, BUTTS
& 12" FROM BUTTS AND ENDS.
FINISHED GRADE: GRASS 1/2"-1"
FROM TOP OF HEADER; IN MULCH
2" FROM TOP OF HEADER & TAPER
TO 3"
PLASTIC WOOD COMPOSITE EDGING DETAIL
NOT TO SCALE
KING COUNTY, WASHINGTON
~---2" MULCH LAYER
FEATHER EXCESS ~---SOIL UNDER MULC=H~---~
1" MULCH AT CROWN --
1 /2" ABOVE GRADE
1" ABOVE GRADE-~
NOTE:
REMOVE CONTAINER & WORK ROOTS
FREE OF SOIL.
BACKFILL TO BE SETTLED USING WATER ONLY
LESS "!HAN 1 GAL
( PLANTED BEFORE MULCH )
1 GAL CONTAINER and LARGER
( PLANlB) BEFOAE MULCH l
GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
HOLD PLANTS FROM--
EDGE OF PLANTER
AS NOTED ON PLANT LIST,· .. -._,_,,-,,.. . . . .
. ~--
SPACING AS CALLED OUT
ON PLAN/PLANT LIST
BED LINE EDGE--~
CURB/WALK~::·:.
-/
HOLD PLANTS FROM
EDGE OF PLANTER
AS NOTED ON PLANT LIST
============= NOTE:
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW PLACEMENT.
PLANT MATERIAL SPACING DETAIL
NOT TO SCALE
(2) LODGEPOLE STAKES; TIE AT APPROX. 1 /3 TO 1 /2 --~-~ ~
HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE "'"1 ~
EIGHT PATTERN. STAKES AND TREE PLUMB ~ 1,
,.,. ~,(, 'n----',,
3" DEEP SAUCER FOR WATER 'I'
2" DEEP MULCH LAYER z f IW" ,I')\ 2 REMOVE ALL TIES, WRAP & CONTAINERS. FREE ,,,_.,,_ _,..
PERIMETER ROOTS FROM NURSERY BALL './. ~''" f\ W-:
EXCAVATE TREE PIT AT A MIN. OF 2 TIMES---...
DIA. OF ROOTBALL AT BALL CENTER. TAPERING PIT
GRADE TO FINISH GRADE
PIT SPOILS, NURSERY BALL WASTE BACKFILL
SET BALL ON UNDISTURBED SUBGRADE, ------
OR COMPACTED SOIL.
NOTE:
LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL
ONLY; NO FERTILIZER IN PLANTING PIT.
WORK PERIMETER ROOTS FREE OF NURSERY BALL.
BALL & PIT TO BE COURSELY SCARIFIED.
•
EVERGREEN TREE PLANTING/STAKING DETAIL
NOT TO SCALE
PRUNE DAMAGED TWIGS AFTER PLANTING-----------~
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED--~
NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE.
PROTECT TRUNK AND LIMBS FROM INJURY.
BACKFILL TO BE SETTLED USING WATER ONLY -
NO MECHANICAL COMPACTION.
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL.
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK--,
TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER
ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION ---....~dfl'-'J!
REMOVE AT COMPLETION OF PLANTING
LAWN PLANTING; PROVIDE 3'o "NO GRASS" TREE RING & 3" DEEP
MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 1 O"
FINISH GRADE
PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX
SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA.
REMOVE ALL WRAP, TIES, AND CONTAINERS --------~
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24"------------~
DECIDUOUS TREE PLANTING/STAKING DETAIL
NOT TO SCALE
<D
FINISH GRADE AT 4:1----,
SLOPE (MAX); 2%
SLOPE (TYP. MIN.)
CURB PER CIVIL
DRAWINGS (WALK
SIMILAR)
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TOPSOIL AS SPECIFIED
FINISH GRADE AT 3:1
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PREPARED SUBGRADE
1'' MAX. (WITH
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3"-4"
SIDEWALK---1
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PLANTER SECTION DETAIL
NOT TO SCALE
AMENDED PLANTING SOIL PER NOTES (TOPSOIL)-............
2" MULCH LAYER----------.... --.........._
FINISH GRADE---------~
LAWN--------...._
EDGING PER PLAN ------------ILJ
PLANTING BED ADJACENT TO LAWN DETAIL
NOT TO SCALE
•
MULCH AT CURB DETAIL
NOT TO SCALE
NOTE:
TOP OF CURB
OF MULCH
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STATE OF "-
WASHINGTON 1------.------1,;;
REGISTE~ED ::::
LANDSC~PEj8,CHITECT 0) ~
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EXPIRES: 12/15/14 L----------------------------------------------------------------------------------------------------------------------------------------------------------'--'---...L-----L----.!Jli:
1"=20'
0 15 30 ~r it
FOR IRRIGATION LEGEND AND
NOTES SEE THIS SHEET.
FOR IRRIGATION DETAILS SEE
SHEET L9.
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LANDSCAPE IRRIGATION PLAN, LEGEND, AND NOTES
CAVALLA
A PORTION OF THE SE 1/ 4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
LANDSCAPE IRRIGATION LEGEND
DESCRIPTION
SPRINKLER HEADS:
RAINBIRD 1804/1812-SAM-PRS POP-UP FOR SPRAY HEADS. 4" POP-UP SPRAY HEADS IN LAWN AREAS ONLY
SYMBOL NOZZLE PSI GPM PRECIP. RADIUS
e$ciet!I~
'o''b'o"ob'b
®@@®CD@
•
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.....
P.O.C.~
------------------------
RAINBIRD 5 F, H, T, Q SERIES 30 0.41, 0.20, 0.13, 0.10
RAINBIRD 8 F, H, T, Q SERIES 30 1.05, 0.52, 0.35, 0.26
RAIN BIRD 10 F, H, T, Q SERIES 30 1.58, 0. 79, 0.53, 0.39
RAINBIRD 12 F, TQ, TT, H, T, Q SERIES 30 2.60, 1.95, 1.74, 1.30, 0.87, 0.65
RAINBIRD 15 F, TQ, TT, H, T, Q SERIES 30 3.70, 2.78, 2.48, 1.85, 1.23, 0.92
RAINBIRD 15 SST, EST SERIES 30 1.21. 0.61
RAINBIRD 100/150 PEB REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX
HUNTER WRC WIRELESS RAIN-CLIK WITH RECEIVER
1.83 5'
1.83 8'
1.75 10'
2.01 12'
1.83 15'
4'x30'/15'
RAINBIRD ESP-32-LX CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS.
RAIN BIRD 33DRC 3/ 4" QUICK COUPLING VALVE, IN VALVE BOX, WITH (2) RAINBIRD 330K KEYS AND SWIVELS
PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX
WILKINS 950 XLT-1" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER
WILKINS 850 -BALL VALVE, SIZE TO MATCH PIPE
CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID
MAINLINE -CLASS 200 PVC (18" COVER); SIZE PER PLAN, 1 1 /2" SIZE MINIMUM
LATERAL -CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM
SLEEVE -CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE
AND/OR WIRES, 4" SIZE MINIMUM
TYPICAL VALVE CALL-OUT
VALVE STATION NUMBER
-VALVE GPM
VALVE SIZE
IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT
IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE.
~-----,--,--;-1 ---'c-----+----t--:_7-.-=~--MOUNT CONTROLLER ON OUTSIDE OF
FENCE INPUT: 117VAC +/-10%, 60
Hz. OUTPUT: 26.5 VAC, 1.5 A.
LOCATION PER ELECTRICAL PLANS,
AS DESIGNATED.
I
I INSTALL 2 1/2" DIA. PVC CONDUIT
FOR 24V ELECTRICAL WIRING FROM
THE CONTROLLER TO LANDSCAPE
AREA PAINT CONDUIT TO MATCH
BUILDING COLOR.
--MOUNT RAIN SENSOR ON
WEATHER EXPOSED PORTION OF
FENCE WALL AT 4' -5'
HEIGHT. INSTALL
MANUFACTURER'S
WRITTEN INSTRUCTIONS.
LANDSCAPE IRRIGATION NOTES
1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE:
A.
B.
C.
INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO
AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED
CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN
AND COORDINATE WITH GENERAL CONTRACTOR.
INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO
IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S).
PROVIDE STANDARD THREADED STUB-OUT WITH THREADED CAP ON DISCHARGE
SIDE OF METER. STUB-OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW
FINISHED GRADE.
VERIFICATION OF STATIC WATER PRESSURE AT POINT-OF-CONNECTION (P.O.C.)
CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS,
INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN
DESIGN PRESSURE.
D. INSTALLATION OF SLEEVING.
2. SYSTEM HAS BEEN DESIGNED FOR 40 GPM AT 72 PSI. STATIC PRESSURE BY WATER
DEPARTMENT TEST/CALCULATION 72 PSI.
3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITIEN SPECIFICATIONS.
4.
5.
6.
7.
8.
9.
10.
ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT-LOCK LIDS (OR
APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH
AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS.
MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE.
NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE.
HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY
FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS,
IN SHRUB BEDS WHERE POSSIBLE.
PROVIDE OWNER WITH TWO (2) SETS "AS-BUILT" DRAWINGS AND OPERATOR'S MANUAL
UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION
SYSTEM (BLOW OUT).
FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER
PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS.
SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS.
RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR
ALTERNATE NOZZLES. I N'-NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY
HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING
NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA.
11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL
SPLICES, 3M, scon·s LOCK SEAL TACK 3576-78, OR EQUIVALENT.
12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE
FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST
VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND
WIRE TO BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW.
13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L.
LABEL.
14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE
TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON
HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE
SUBMITIED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO
BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE
SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL
INSPECTION.
15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION
HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR
MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL
TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE
NEED.
16. IRRIGATION SCHEDULING:
THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC
(WEEKLY) ADJUSTMENT OF THE. WATER SCHEDULE IS INTENDED TO BE MADE VIA
BUDGET ADJUSTMENT. RE-ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN
ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE,
BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED
FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED
FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB
ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER
REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL
Ela ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE
THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO
CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT
DAMAGES AT CONTRACTOR'S OWN EXPENSE.
17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITIEN
APPROVAL OF OWNER'S REPRESENTATIVE.
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A PORTION OF THE SE 1/ 4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
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5
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No. I
09/09/13
05/11/12
02/28/12
10/13/11
5/20/09
Date
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18215 72ND AVENUE SOUTH
KENT, WA 98032
Designed _SYS..._
Scale: For= Tdle:
,. ,,, ~, -" ,,,.. .<-~--:,:<12,•S,· ...., )
11778
Q * Sheet
" ~' :,or-() ~ . !-~'.~;;,r:0.·9 ~
Ill :· <o' "< )' . ,._ 4.-
1 ~ G ENGi\'\'<-LS 01 9
Drawn ________SYS
( 425)251-6222
( 425)251-8782 FAX Checked .........AS_
Approved _DKB_
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES I Date _Z/--15-,6lll
Horizontal
1"=20'
Vertical
N/A
KBS DEVELOPMENT CORP.
12320 N.E. 8TH STREET, STE. 100
BELLEVUE, WA 98005
File:P•'\1T000s\11778\Jireliminory\T1778=L--6--9.dWg-Date/lime•9/9/20l31:52 -PKa Scaie•1 ''--= 1·--ASEi DEL -Xref:--~---------------
AMS AMS AMS TREES ADDED TO LOTS 1 THRU 9
AMS AMS AMS REVISED PER SITE PLAN CHANGES
SYS AMS AMS REVISED PER SITE PLAN CHANGES
MIK AMS AMS REVISED PER CLIENTS COMMENTS 10/4/11
AJ AS AS REVISED TO 49 LOTS; PROVIDED ALLEY LOTS
By Ckd. Appr. Revision
LANDSCAPE
IRRIGATION PLAN
FOR
CAVALLA
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FOR )RRIGATION DETAILS SEE
TH)S SHEET.
NOTE:
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RAIN SENSOR DETAIL (FENCE MOUNT)
NOT TO SCALE
LANDSCAPE IRRIGATION PLAN AND DETAILS
CAVALLA
A PORTION OF THE SE 1/ 4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
\
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NOTE:
MANUFACTURER'S LIMITS PREVAIL FOR
INSTALLATION AND ADJUSTMENTS.
'----SCH 40 PVC
TEE SxSxT
(SIDE INLET ONLY)
PROVIDE SWING JOINT RISERS AT WALKS AND CURBS.
24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE.
POP-UP RISER ASSEMBLY
NOT TO SCALE
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KING COUNTY, WASHINGTON
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REMOTE CONTROL VALVE;
BODY CLEAR OF SUMP
1 C.F. 7 /8" GRAVEL SUMP
v.----l---~d:=======~=== PVC MAINLINE MAIN LINE FITTING
NOTE:
SCH 40 SLIP TEE
PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX
TAPE WIRE TOGETHER EVERY 20 fT.
MIN. 6" DEPTH, 7 /8" WASHED Cl{AVEL UNDER EACH VALVE
COMPACT SOIL AROUND VALVE BOX
USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER
MANUFACTURES SPEC'S.
REMOTE CONTROL VALVE ASSEMBLY
NOT TO SCALE
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POINT OF CONNECTION (P.O.C.) DETAIL
NOT TO SCALE
WATER SERVICE
FROM METER
DOUBLE CHECK VALVE (STATE APPROVED
~~-ASSEMBLY) RESILIANT SEATED VALVES &
TEST COCKS; INSTALL ASSEMBLY AS
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NOTE:
INSPECTION OF COMPLETED ASSEMBLY
BY CERTIFIED TESTER REQUIRED.
CHECK VALVE ASSEMBLY
NOT TO SCALE
TRENCH CQNDfOON ,(------,t--_;~~~~~,__..,.-__ TOPSOIL (FINISH
SLEEVE CONDITION
i 0: !i O O GRADE)
O()> " ()';;
co'""Q:'.o PAVING_ SECTION
PER CIVIL PLANS
0
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AT g5% DENSITY
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DIMENSIONS ARE MIN. CLEARANCES.
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ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS
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COMPACTED TO MIN. g5% OPTIMUM DENSITY PER ASTM D-1557-70
(MODIFIED PROCTOR)
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NOT TO SCALE
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