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CONSTRUCTION RECORD DRAWINGS
THIS CONSTRUCTION RECORD DRAWING IS
A COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY TERRANE AND
HAS BEEN EDITED TO REFLECT ASBUILT
CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS
IS A COMBINATION OF FIELD SURVEY
INFORMATION AND DOCUMENTED FIELD
REVISIONS.
_O
LL
APPROX. LOCATION OF EX --.
r1NDEIRCROUND PMVER ONE
PER PAINT MARKS
- - - -- —
STA. 0+I4.17
I-8" CAP
1-2` PERMANENT BLOW
C -T A SSEMOL Y PER
COR STD PLAN 340.1
�
1-THRUST BLOCK PER
ZE
- — — COR SID PLAN -330.2 — —
RELOCATED EX. WATER
METER AND SERVICE FOR
36.35 UNCOLN A VE NE
RELATE' AND RECONNECT
- 90 tF 8' Dr CL 52
INSTAEI- 8" POLYPIGGNVG
1{ STATION PER STANDARD
f PLAN NO. 300.6 CONSTiRUC77ON
LIMITS (TYP)
UF
PRIVATE WATER SEROCE UNIT TO
NEW WATER METER LOCATION
f,
PROPERTY LINE (T)P) f
r
I�IPRAP
OVERFLOW
PROTECTION
(T�)
Know what's belo 1.
Call before vuu Oka.
I" WATER METER AND
SERVICE UN£ PER COR
STD PLAN 3217.1
0+
f
/ PROPOSED WATER SERVICE
k' APPROXIMATE LOCATION OF EX WATER SE
- - 'N � _ -f T W '74 WA
s
- A
180
150
� f
BUCKMEIER WATER MAIN EXTENSION
STA. 0+94.00
CONNECT TO EX 8" STUB PER COR
STD 300.5 BY CITY OF RENTON
(1)-8" SLEEVE (MJ)
8" 01 SPOOLS AS NEEDED
REMOVE 7E74 PORARY BLOW -OFF
SILT FENCE PT COR STD � +
PLAN 214.00 +
TYPE I CR. y G
f j1 -G�
�-
_•{,,
32'X6' S+C7RM CLEANOUT
;NFrL T1RA TION (TYP)
_ - TRENCH � _ � FROF05ED
6"' STORM � � x� _ DRIVEWAY
S£RVrCE (TYP) f f
E 114 OF SE 114 OF SECTION 32, T. 24 N. , R. 05 E. W.".
CITY OF RENTON, ICING COUNTY, STATE OF WASHINGTON
RECORD DRAWING
KING COUNTY MONUMENT
ID#24150
BRASS CAP IN CASE EL = 36.52'
BRASS DISK IN CONCRETE
MONUMENT, SET 1.0' BELOW
GRADE
SHEET INDEX:
TITEE
NO.
SITE PLAN
I
WATER UrrLITYNI.7TE5
�
�rY r�alLs
,�
fl 5 10
SCALE 1 " = 10'
NE 4oTi4 Sr
SE a5 N ST
z
HE 38
Sr`"
SE 86TH PL
SE b6af ST
N� 3JTN
4
.9TE
N Tyr T
SE 88 FIT S T
w
MAY CRffK
�
SE MTN PL
GPf)Y SPACE.
,
t_�N LN
DR NE
AIOI�lDS
k
A W NE
a PL NE 33R{1 Sf
NE f} ST
405
ZONING INFORMATION: VICINITY MAP
N' T c
DINING: RESIDENTIAL (R-s)
MAX. BUILDING COVERAGE: 50�
C8 INLET PROTECTION
MAX, IMPERVIOUS SURFACE COVERAGE: 65% APPROX. LOCAPON OF WATER, �
PER COP STD PLAN PER RECORDS
218.30 (TYP)4L FRONT SETBACK - 20' a `"
APPROX. LOCATION SIDE SETBACK - 5'
OF EX. 8" WA TER -
LINE PER PAINT HEAR SETBACK - 20' • y x
ARKS A
BRA TE INLET — — — — — — — —
5
r1 1EXISTINC ASPHALT- ACCESS r `PPDX, LOCATION T Two_ � � a
' 20' ING� ESS/EGIRESS UPLITY'EASEMENT REC J9207220042 car I �. GAS L+nIE � ur --- f
PER FAINT MARKS j �'` d� � � �
7 + �JP �.IJP� —.._— —� .— �.�' - iq'——.Jo-.�,��. +I � III. d d � � � # 117 + ++I [ UP—_-4P—uP---N I�iP� J !4 a A _ -
'�C�"G�C ,�',r�--^ I I Ur~Jp~~UP—
iw I f f v I J
-yam , c� �_.�'�❑ a _. .- —,. - —., � —� —u—��T _C— G�G f�,Ly�� s / da
c Soh � S � S —••I• S, 5 S � 5 `c I - _ � v
S`r� 5 Ste' S g= �5i 53 ���u
LINE (TYP)
i 1
AF�PP Y� a L C
LOeAVON DF EX lb
J : - --S 7Oj7M L TIE PLR f
f _ E)( �iY 14i41�Ir EX. S5 n f I
PAINT htARr45 x :LEANOUT
/ _ i
REMOVE AND RELOCA TIr EX WATER r -
A4E7ER TO .3635 UNCOLN AVF'I4E, �' ~� -
METER TO NEW WATER Aff TAR SETTER �r
I` AND BOX AT RAID 0"FW 8" WATER r r I � �LA.;Ir��l
I CB (Tr
SCHEDULE B ITEMS: SURVEYOR'S NOTES: DISCREPENCrES: PRC)JECT INFORMATION:
3_ RIGHT TO ENTER TIFF LAND TO MAKE RFFAIrRS ANTI] CUT BRUSH AND 1_ THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN JOLY Of 2021_ IF THERE ARE ANY OISCREPANOE`S UETWEEN DIMENSIONS IN DfRAMNGS OWNER, 00UGtAS & MELY 6tICKh4VFR
AND EXISTING CONDITIONS WHr CH WILL AFFECT THE WORK, THE
TRFFS WHICH THREATEN OR ENDANGER THE FLFCTRrC TRANSMISSION LINE THE FFE D DATA WAS CaLECTED AND RECORDED ON MAGNFTIC MFDIA THROOON CONTRACTOR SHALL QDOAOr SLICrI N0-DFPAIICIES TO TIFF ATT£NTTI)N 666 1WAC'0 PLACE NE
EX GRADE A T
WA TER CENTERLINE
r
I" WATER 5SEEWWCE
INSTALL 8" POLYPIG
IVG STATION
01
PER STANDARD PLAN
NO. 300.6
90 4f
- -
STA. 0+94.00
. . . . . . . . .
. . - . .
. . . . . . . CMN-FiCT
TO EX 8'-STUB
-
PER C
300.5 8Y
. .
I' WATER
. . _ . . . . . .
WX
3P IWIN . . .
. . . . . _ . . . . .
.STU.
ITY OF RENTrW
.
. . . G'O R
(I)
" SLEEVE (MJ)
8" DI SP
S AS NEEDED
REMOVE
TEMPORARY
.
. . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . .
BLOW -OFF
. STA. -0+04.I7...
..... ... ....
........ .
. . . 1-8' . CAP
. . . . . . . . . . .
. . . . . .
t -2" PUNANEN T aL
1Y OFF ASSVJM Y PER CDR STD P
,34al
I -THRUST BLOCK PER
CM STD ('LAN 330:2
Eo
in
Ln
-
L,j
lu
{
Lu
L-
4u
Encompass
ENGINEERING & SURVEYING
Western Washington Divtwn
165 NE Judprr Sired. Suite 201 • Issaquah, 6VA 98027 • Phone: (425) 392-0250
EaVem Washington DM5tn
407 Sk,vifi €vier Blvd, ■ Cie Own, K-A 98922 • Phone: (509) 674-7433
1111912021 I NO.
18o AWOININC THE LAND, A5 CRANTEC IN INSTRUMENY RECORDED UNDER
AN ELECTRONIC' TI-II:QQOLITF. THE DATA TILE r5 ARCHWED ON 0I5G OR CO,
OF THE EE FOR AD BEFORE PROCEEDING MTH THE
RENMN, WA 98M9
RECORDING NO. 2741710.
VWTYE•N FIELR NCYES MAY NOT EXIST CONTOURS ARE SHOM FOR
CONE?
WORK. THE CONTiRACT01? SHALL BE RESPONSIBLE' FOR THE PROPER
SHALL
206229--7922
( )
(DOES NOT AFFECT PROPERTY)
CONVENIENCE ONLY OFSION SHOULD RELY ON SPOT ELEVATIONS.
FITnNG OF ALL WORK AND FOR THE COQRDWATION OF ALL TRADES,
SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS GONT�'ACT.
ARCHITECT• ATERA HOMES
4. EASEMENT MAINTENANCE AGREEMENT AND THE TERMS AND CIWDITYONS
2. ALL MONUMENTS SHOWN HFREON WERF LOCATED LURING THE COURSE OF THIS
4,51 DUVALL AVE CIE
TMEREOF-
SURVEY UNLESS OTHERMS>; NOTED_
EXISTING UTILITY NOTE:
RENWN, WA 93059
ALL LOCATIONS OF FXISI7NG V TtU TIES SHOWN HEREON HAVE BEEN
(206) B 12-8647
fRECORDED: DULY 22, 1982
J. TE'F T`YF'FS AND LOCATIONS � ANY UTTtrTIES SFT04VN ON TT-rf5 DI2A�'ViNG �qRI=
SURVEYOR LE
ESTABLISHED BY FIELD 5llRk�Y 0i� DBT�irNED FROM AVAILABLE
ESTABLIS ED
RECORDING ✓ O..- 8207220042
BASED ON INFORMATION PROWDF0 TO US, BY OTHERS OR GENERAL
BE CONSIDERED APPROXIMATE
SHOULD RE
RECORDSSLY
ENGINEErR, COSTA PHILIPPOES, PE
REGARDING, INGRESS FOfRESS AND UT14JTIES
rNFOIRMADON IREAQILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS
AND NOT NECESSARILY CpMPtFT7=, IT IS
ONLY T NE SOLE
ILYCCONTRACTOR
ENCOMPASS ENGINEERING & SURVEYINC
APPVCABLEr IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND
NSI8rLI Y VERIFY
RESPACCURACYIB THE TO rNQFPEIVDFr�TE VERIFY THE
165 N.E. JUMPER STREET, SUITE 201
SArO EASEMENT CONTAINS A COVENANT TO BEAR EQUAL SNARE OF
OBSERVED BY TFRRANE IN THE FIELD. AS SUCH, THE UTILITY INFORVATTON
LIT SHO N A
OF ALL rJTE SIiWD AND TO
ISSAQUAH, WASHrNGTON 98027
COST OF CONSTRUCTION, MArNTENANCE OR fREPMR OF SAME.
SHOWN ON THESE ORAMIVGS ARE FOR INFORMATIONAL PURPOSES ONLY AND
U AND AVOID O7CA- LI7S N SHOWNFURTHER
DISCO S HEREON
ER VnLIP�AdPLE
D AVOID ANAFFECTED
(425) 392-0250
(PLOTTED)
SHOUtD NOT RF RFUED ON FOR DESIGN OR CONSTRUCTION PURRPOSES;
J AY 8r F T Or THIS PLA
I7o
TERRANE IS NOT RESPOnIS&F OR UABI,F FOR THE ACCURACY OR
SURVEY- JACOB G, MILLER, PLS
D. AGPEEIVENT AND THE TERMS AND COND177ONS THEREOF.
GOMPLETENE55 OF T"NI5 UTILITY INFORMATION- FOR THE ACCURATE LOCATION
CONTF�ACTOR RESPONSIBILITY:
TERRANE
AND TYPE OF UnLITI€S NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
10801 MAIN STREET, SUITE 102
BETWEEN: PAVL R. MILLER AND PAMELA JO MILLER
CONTACT THE SITE OWNER AND THE LQGAL UTILITY LOCATE SERVICE
RESPONSI&LITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF
BELLEVUE, WA 98004
AND. CITY Or RENTON
(800-424-5555).
ALL PERSONS AND PROPERTY, D11RWG THE COURSE OF CONSTRICTION
(425) 458-4432
(RECORDED APRIL 09. 1964
OF TOS PROJECT, AND THAT THIS REC,}UITrOIENT SHALL APPLY
fRECORDING NO.; 8404090610
4, SUBJECT PROPERTY TAX PARCEL NO. 334570-0245,
CONTINUOUSLY AND NOT RE LIMITED TO NORMAL WOIRKING HOURS. THE
GEOTECN: JAMES E. SRIGHAM, PE
(REGARDING. COVENANT TO ANNEX
CONTRACTOR SHALL DEFEND, WDEMNIFY ,AND HOLD THE 0iwER AND
MICR! GROUP, INC.
(BLANKET IN NATURE)
5, SUBJECT PROPERTY AREA PER TMS SURVEY rS 1�,789 ±SF (0.41 ACRES).
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
PO BOX 44840
ALLEGED, IN CONNECTION MTH THE PERFORMANCE OF WORT( ON THIS
TACOUA. WA 98448
6. AGREEMENT FOR TEMPORARY WATER SERVICE PERMIT AND THE TERMS
6, THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED
PROJECT, EXCEPTING FOR LIABILITY AIRISING FROM THE SOLE
(253) 5.37-9400
AND CONDI77ONS THEREOF.-
W THE TITLE RE30JRCES GUARANTY COMPANY, COM0TMENT NO. CK 40275454,
NEGLIGENCE OF THE OWNER OR THE ENPNEEfR,
MTH AN EFFECTIVE DATE OF APIRIL 73, 2021 AND THAT ALL EASEMENTS,
BETWEEN: PAOL R. MILLER AND PAMELA JQ YfLLER
COVENANTS, AND RESTIRICTIONS REFERtNCED IN SAID TITLE CO&WITMENT OR
STEEP SLOPEIBUFFER DISCLAIMER:
SITE INFORMATION:
AND: CITY OF RENTON
APPARENT FROM A PHYSfCAL INSPECTION OF THE PROPERTY OR 07HERMSE
THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS
160 (RECORDED: APRIL 0, 1984
KNOWAI TO ME HAVE SEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR
DfRAWNG ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE
TAX PARCEL: 334570-0245
RECORDING NO.. 3404090611
EFFECT ON THE PROPERTY
RELIED ON FOR DESIGN AND/OI? CONSTIRUCRON. THE PITCH,
(BLANKET IN NATURE)
LOCATION, AND EXTENT ARE BASED SOLELY ON OUR GENERAL
SITE ADDRESS: 36XX UNCOLN AYE NE
7 FXfSTTNG STRUCTURE(S) LOCATION AND DII ENSIONS ARE MEASURED FROM THE
ORSERVAPONS ON SITE AND OUR CURSORY REVIEW OF READILY
RENTON, WA. 95055
7. ALL COVENANTS, C'ONVIVONS, RESTRICTIONS, RFSFRVA-PON5, EASEMENTS
FACE OF THE SIDING UNLESS OTHERKISE NOTED.
AVAILABLE PUBLIC DOCUMENTS, AS SUCH, TERRANE CANNOT BE
OR OTNER SERWTUDES, IF ANY, DISCLOSED BY THE RECORDED PLAT OF
LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS' OF
SITE AREA: 11,789 S.F. = 0.41 ACRES
C. D_ HILLUANS LAKE WASHINGTON GARDEN OF £DEN ADDTION TO
8. FIELD DATA FOR THIS SURVEY WAS GBTAWED BY DWECT FIELD MEASUREMENTS
ANY STEEP SLOPE INFORMATION. ULTIMATELY, THE LIMITS AND
SEATTLE. 0109ON NO_ 7, RECORDED UNDER RECORDING NO. 501111_
MTH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATON ANDIOR SURVEY
EXTENT OF ANY STEEP SLOPES ASSODATED WITH ANY SETBACKS 4R
UTILITY PROVIDERS:
GRADE CPS OBSERVATIONS_ ALL ANGULAR AND UNEAR RELATIONSHIPS ARE
OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED
THIS POLICY GOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE
ACCURATE AND MEET THE STANDARDS SET BY WAS 332-130-090.
AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY
WATER & SEWER,CITY OF RENTON
A I5 BENEFITED 8Y EASEMENTS COVENANTS OR OTHER APPURTENANCES
CONSTRUCTION CAN OCCUR.
SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL
PROPERTY OUTSIDE THE 80UNOARIES OF SAID LAND,
LEGAL DESCRIPTfON
(BLAINKE'T IN NATURE)
LOT B OF CITY OF RENTON BOUNDARY LINF ADJUSTMENT NO. LUA20-000298, AS
750 8. ALL GOV€NANT� CONVITIONS RE5TIRIGTIQN5, RESERVATIONS EASEMENTS
RECORDED MAR(rH 25, 2021 UNDFR RFCOROWC NO. 202103259W001, RECORDS or
OR OTHLR SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE
ICING COUNTY AUDITOR;
ADJUSTMENT` RECORDED UNDER RECORDING NO. 2�0112900002,
SITUATE W THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHNGTON.
THIS POLICY DOES IN07- INSURE THAT THE LAND DESCRIBED r!N SCHEDULE
A 15 8FNEPTED BY FASEMENTS, COVENANTS OP OTHER APPURTENANCES
BASIS OF BE,ARiNGS:
5HOWN ON THE PLAT OR SURVEY TO SENEFTT OR BURDEN (REAL
PROPERTY OI175IDE THE BOUN0:4I?IE5 OF SA+O LAND-
N 8.9'47'05" W BETa4'EEN FOUND SURVEY MONUMENTS ON THE NORTH LINE OF THE
(BLANKET IN NATURE)
NE QUARTER OF SECTION 32, TOWNSHIP 24N, RANGE 5E, W191,, PER R1.
9. ALL COVENANTS, CONE?ITIONS, RESTRiCVCW3, RESERVAPONS, EASEMENTS
REFERENCES:
OR OTHER SEROTUDES, IF ANY, D6CLOSED BY THE BOUNDARY LINE
ADJUSTMENT RECORDED UNDER RFCORUIrNG NO. 20210325900001,
R1 SOUrNDARY LINE ADJUSTMENT NO. LUA 20-0029B, VOL, 443, PGS. 91-92,
THIS POLICY DOES NOT INSURE THAT THE LAND DESCROED rN SCHEDULF
RECORDS OF KING COUNTY, WASHINGTON
A 1.5 BENEFITED BY CASEMENTS, COVENANTS OR OTI-EW APPVRTENANCFS
SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BIDDEN REAL
VERTICAL DATE JM:
PROPERTY OUTSIDE THE BOUNDARIES OF SAIO LAND.
(PLOTTED)
NA VO 88 PER GPS OBSERVATIONS
WR++EWD: SCALE;
TERRANE V STICM- NAVD "IT
I •
DESIGNED= 20' r MZQNTAtL- MAO 5983 199t � CITY OF
8L8 RENTON
ok�wN: Rj
P140 oNE ">H DATUM
o"t�`Eo- CP AT FULL SCM-E Planning/Buildirig/Public Works Dept.
Ir NOT CHE WH
REVISION BY DATE APPR Ors' SCALE PPCbP01WLY
CP
GAS & ELECTRIC. PV FT SOUND ENERGY
RECORD DRAWING GARBAGE: REPUBLIC SERVICES
INFORMATION ADDED BY
TERRANE, INC. W 420BO 1
REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN NOVEMBER, 2023.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 02/01/2022
WATER UTILITY
agafour 02/03/2022
1111912021
B U CICMEI ER WA TER MAIN EXTENSION r,ELDSNa: NIA
FN'E: A
OR~ N¢
SITE PLAN 2166
$HEEL: 1 or-.
co
CN
QL
cn
Know what's below.
Call before you dia.
-SLUIMENt Ai+p.DEBP*
SECTION VIEW
1 RAIINAGk anAlig
IRECTANGULATI GRAVE GMOW}II
oW1:I11-L10w J1YPAn
MUST & EDEVICE
RETRIEVAL SY17Fh1 ITYP x
Cr+FP;:UJW BVFAS.S {TYP i
NOTES:
1, PJq¢TF TI¢7{51.A1,L BE PRD7(IDED FORAtLSTORLd DRAIL6INLETSOU.4N5LOPE AND YYInM00 FEEF OF,ADISTLRBEDOR
CONSTkUfYl01f RREA.1)tiLE..6 THLHUNGFF THAI F k[ER 5 THE CA.ItiH E•R3TN tivILL BE CONAYED t9 4 iMIMENI Pon001'r TIiAI:
-NLET PflfFTECT:IOF#Bii,4L'L' T3E U9Ebi3PRQiEC 7 THE ORP,Ir#AGE SYSTEM
THE COWJTiIB4JSIN�:ZFLQhLAGE AREA KOSV NOT BE LARGER FkAN ONE ACRE
2.4� rNt vEpW aha€T fLurE InPrr(CF Ow P;'FOR FAA. S'IGQK1L':nrER SJRt1C ruRF J F WILL tiERVIL'F.
" HE @I@[7'34T.^iL +#4tE A BUILT-IN HISiH-F.l{7N.REGEf -+YSTEMiiY'lEFIFL'GW @YF'ASSl
5 THE RETNEIIAL SY57E70 hIUST ALLOW pF PkOVJ1: OF THE 919U VVUHOU-SPILLING THE UCLLEUVED MATERIAL
Y PERFORM FMIN`ENhHCE 74 ACCORMNC£N1T}IST4NDARP SPEEUIFICA.TIOH S•4110. i_L
B AW'. 99LIO6NI IN Thk LAT}'}3VA14IN Si{"aFRT>yHAts4g(:AE1.i('+dFrJ YVWN VK=IMFNTWA9 Fd-EEP OEJE-THIRR OP TW+'•VAtAEKE
r,75R iGE. T+iE. FJLTER ME61k FOR THE INSERT 31TkLL RL CLEANED OR RFPL6=AT LfAS"T V06 7K Y
k11%u3TLc"9%%115Ekvm1k PR.71VR:C -Wr ToS tLUNTSI
STD. PLAN - 21&3 )
pueuc WORKCANTO BASIN INSERT A L llzslzdTs
� RPPARI'MENT EN7 GAS
■
Encompass,N.
ENGINEERING & SURVEYING
WI-SiM WXh;npon Division
165 NE juniper Slreel. Su1Ie 201 it IssaQwh. I11A 98027 it Phoxe (425) 392-0250
Pasteur Krashingion D&isiun
407 Swifftivier Blvd, ■ Cie Flum, I4J1 9SY22 • Phone: (509) 67-1•7433
,iEJMS HF+LTER FABRIG 8 MLLW SE+ Zt D:1kT
PG$%JrS'E 9rAR"2. Vr1RF RIM=. Ok
E0L*Q PLENT-0ATTACHFA&_.3K.TO43Q3TS
xse
BUCKMEIER WATER MAIN EXTENSION
E 114 OF SE 114 OF SECTION 32, T. 24 III., R. 05 E., W. MV
CITY OF RENTON, KING COUNTY, STATE OF WA HINGTON
2'12' 14- GAUGE VVIRE: OR
EOUIVALEV. . IF 3TANE}JW0
9TRENOTH FABRIC LAE13
Ft"FLANRIO
2'M:N
I I PUST $PIfiGING 11L7 9R1rJCfEE,#_',V;U rPyii Ii9S.lF{ENCh
` J TOB'IFWIRE! BWEKikCi1; USED' I I I II
]j Dm;xF14C mT Nm mr« NATIYE;XA Lj
OSR 3W TO 1 - i r3"r1ASiyEQ GRAVEL'
2u+I' W000 PCJSTG'STEEL 1t NCE POSTS OR1_bb& LENi(TP.1
NOTES:
1. CDWDITIMN, . OF USE
1 1 ,:Lr FELNCc F.1hT 9c USEO r}UNNSL4aE pF ALL I}J$iLIRBEC AAEISS
1.2
SILT FENC€ 13 NOr;r,TE+iDEO T4 TREAT CONGENTRISTT I FLflI'!" NOq FS CC MTp49E1D TO TREAT DLASI V IUL ArfOUHT5 OF OV♦<RLAWO FLOW. ?3:Y. CONG-_wmA =T
F I. L)Vi +�.I:,Y flF C:i r'WFW!-U t"OiJ" IRE RP,AIrVA" 513 F EM, MA WDWN1'1 RAY, CAPOND.
2 DES10N AND IN9TALLATLOFk.SPECiFICATION3.
2 J. Ti+i GE`JTEkT0.1!USEb MUS'Z 61EE1 T-IE aTANDARD LISPED SIR I OW. A00" OFTHE'AhNUFAC "WREWs FAeiZ7,jEGA "TIGN.S ALUM BEAVANLMLEOhF24TF_
aGiuu WE SIm. 11). 415n1h5j�'1R 31ET F1Ii,1
Ar5 IAyTM 09751J
5q-1CD,`,'E_VESrWp0:3aQ-1.mr1�PORS7FFEF FASHICS
Y+ATER PfqMITTiVIrY (A&Me74i91 i.
OAYSEC-'MINIMULi
CRA33 TENSILE STRFNGTH{ASTU 14Cn2
780 M. MIN.TORENjPA9W-NGTH FAaW
'UPD L98- MIhJ F0R5TANDAMSTRENjr04Ffi6FW
i3iiAH 7F-i+FII.E. F.I Fx,![i0.I1(}#e (/}S1 N j]4wvi
3m.t.7mx Ivygu£NI
I�j.TFcRVIOL♦=T REa13TAAICE +ftSTK+OS LiS:
;ry':, MIN.
22. WANDARO 5TRENG TN FASMC REQUIRES VrIFtE 9h4KINGTO Ih117P_1 E IT'LL STitENGir10P THE FENOE J/81f:1 Gldldd#Sii P03TSF?A k1bi.ThY 9E dUIREO
FOP. £x7Rh StRE,NGTR F.4HRp; :F f ILLT7 pE�FOR1.uNGE,K'hRRATJT6;�6YRONGE31 �eYaCE
3 V.YiEiiE FFiE FENGF U1k9i.4LLEGTHE S4bPE SRALL NOT $F ST1rPPEJi7L•l4IJ117V
24 I `A 1?'P,C�4l. $ILi FEF�CE yy5S U5E6. Fi£3TAM1tQ.4Z%[ 'XVTRE+ECH MAY BE•fiEDLrOEtl ✓hS L¢HC+AS THE f3DTTCAr81N?r+E3 THE SILT FE'3CE FABRIC Ur WELL BURIE-6 AND
S�ClJRE1brR RENGk713At8fiAabILAE£BiMEFENG£A�iDd0E5NL9tALIMvWATERSJOtvP"9 '*kUNUL3WINE'M�'.AILY' ENfjF.
24 FILTER FA3R1CTFIJSHSSNALL BE INSTAIEPALDF G C0NTGUR55YI4ENEVERPa%-MLE
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1111912021
RECORD DRAWING
KING COUNTY MONUMENT
ID#24150
BRASS CAP IN CASE EL = 36.52'
BRASS DISK IN CONCRETE
MONUMENT, SET 1.0' BELOW
GRADE
***NO CHANGES ON THIS PAGE***
WATER UTILITY NOTES AND SPECIFICATIONS_
I. ALL WORK MATERIAL SHALL BE IN CONFORMANCE MTH THE STANDARDS AND SPEORCA DONS OF THE CITY OF RENTON
PLANN;NGAUILDIN01PUBUC WORKS DEPARTMENT AND THE LATEST ED;TION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
SHALL BEKEPT ON SITE AT ALL DUES DURING CONSTRUCTION,
2, THE HOURS OF WORT[ IN THE STREET RIGHT OF WAY SHALL BE LMI`TED TO 8.3O AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PURL;C WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT. FIRE DEPARTMENT. AND 917
SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY,
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND fT SHALL HE TFIE CONTRACTORS RESPONSIBILITY TO VERIFY THE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-55,55.
4. AIN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBM;TTFD AT THE PRE -CONSTRUCTION WEEPNG.
5, DATUM FOR VERUCAL CONTROL SMALL BE NORTH AMER;CAN VERTICAL DA7VM 1963 METERS, AND FOR HORI2ONTAL CONTROL SHALL BE
NORTH AMERICAN DATUM 198,311991 DETERS UNLESS OTHERI'VI.SE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT
REFERENCE BENCHMARK AND FLEVAPONS ARE NOTED ON THE PLANS_
6. ALL WATFRMALN PIPE IS TO BE CEMENT LINED D+UCPLE IRON PIPE CONFORMING TO AWWA C110 AND C1II OR LATEST REWSION,
THICKNESS CLASS 52. CEMENT WORTAR LINING AND SEAL COATING SMALL CONFORM TO AWWA C104 OR LATEST REWSiON_ PIPE JOINTS
TO BE PUSH -ON OR MECHANLCAIL JOINT. BEDDING TO BE CLASS C. ALL DUC77LE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE
WRAPPED PER ANSIIAWWA C105IA21.5-93 STANDARDS,
7- CAST IRON AND DUCTILE IRON FITTINGS SHALL 8E CEVENT LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE WITH
ANSI/AWWA CIIDIA2LIG-87. CFMENT LINING SHALL OF IN ACCORDANCE WTH ANSIfAWWA CID4/42114-9a IF FITTINGS ARE 3 TO 12
INCHES ;N DIAMFTER ANQ HAVE MFCHANfCA[ JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER AN511AWWA C110-A2P.10-87
OR ANSIIAWWA C153/A21.53-94, THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS ANDfOR FLANGED
JOINTS. SHALL BE IN ACCORDANCE WITH ANSLfAWWA C1101A21,10,87 OR A COMBINATION OF ANSIIAWWA CIIOIA.21-10-87 .AND
ANSIIAWWA C153IA21-53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL RYNT(S) MAY BE MTH ANSIIAWWA
C153/A21..5.3- 94 ANO THAT PORTION OF THE FITTING WITH
RANGF0 JOINT(S) .SMALL BE IN ACCORDANCE WTH AWWA CNOIA21-10-87- ACCEPTANCF TESTING IN ACCORDANCF WITH SECTION 5.3,53
OF ANSIIAWWA SECTION 10-4.3 OF ANSIIAWWA C?IC/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSr ilTTED TO THE
OWNER.
S. GATF VALVES SMALL BE IRON BODY, BRONZFO-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING' DEWCE AND O-RING STAFFING 80X
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509}. VALVES SOAL L BE DE&GNED FOR A MINIMUM WATER OPERA TTNG PRESSURE
OF 200 PSI. GATE VALVE5 SHALL BE CLOW LIST 14, MUELLER COUPANY NO. A2380 OR M & H.
9. FIFE HYDRANTS SHALL BE COREY TYPE (OPEWNG WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSORI=)
CONFORMING TO AWWA C-,502-85 WTH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (9. V 0.) OF 5-;/4 INCH TWO
2-112 INCH HOSE NOZZLES M TR NATIONAL STANDARD THREADS 7- r f2 THREADS PER INCH AND OWE 4 wCq PUMPER N-OZZLE WTH
THE NEW SEATTLE PATTERN 6 THREADS PER ;NCH. 50 DEGREES V THREADS- OUTSIDE DIAMETER OF MAZE THREAD 4.875 AND ROOT
DIAMETER 4.6263. HYDRANTS SMALL HAVE A 1-114 INCH PENTAGON OPERAPNG- NUT OPENED BY TURNING COUNTER CLOCKMSE (LEFT).
10. THE TWO 2- 712 INCH NOSE NOZZLES SHALL BE FITTED WTH CAST IRON THREADED CAPS IW TH OPERATING NUT OF THE SAME DESIGN!
AND PROPORTIONS AS THE HYDRANT STEM NUT CADS SHALL BE F;TTED MTH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
VGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PLUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTED, 4 INCH SEA TTLE THREAD X 5 ;NCH STORZ. STORZ ADAPTER
SMALL BE FORGED ANDIOR EXTRUDED 6061-T5 ALUMINIUM ALLOY, HARDCOAT ANODIZED. WEADED END PORTION SMALL HAVE NO
LUGS AND TWO SET SCREWS 160 DEGREES APART STGRZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER CASKET, AND SNAIL BE ATTACHED TO HYDRANT ADAPTER WTH 1/8 LNGH, COATED, STAINLESS STEEL,
: 45 AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO GOATS OF PAINT. PRESERVAVVE PAINT NIUVOER 43-655 SAFETY YELLOW OR APPROVED
EOOAL.
13, PLUMPER CONNECTION TO FACE ROADWAY AS5EMULY.
14_ FIRE HYDRANTS VIALL BE INSTALLED PER CITY OF REN TON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REWSI`0N_
15, ALL WATFRMAWS 10 INCHES AND SMALLER TO WAIINTAW A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12
INCHES AND LARGER SHALL 9E AT A 0NIMUM OF 48 INCHES BELOW FIN6H GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS
ARE TO 8E LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER W DIAMETER .SHALL BE CLEANED MTH PIPE CLEANING 'PIGS" PRIOR TO
D;SINFEC'n0N- THE "POLY PIGS' SHALL BE GIRARD rNDUSTPIES .AQUA SWAB -AS OR APPROVED EOOAL, 2 LBICU. FT OENSITY FOAM
MTH 90A OUROMETER URETHANE IRUSPER COA17NC ON THE READ OF "PIG" ONLY.
1 Z "PIGS" SMALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CON TRAC TOR WILL
PERFORM THE CLEANING OP1=RA 770N.
13. ALL WATERMAINS AND SERViC'ES SHALL. BE PRESSURE TESTED TO A MWIMUM OF 200 PS; OR 150 PS; OVER OPFRATING PRESSURE, ;N
ACCORDANCE MTH TLIE SPj7C0CATnN5 OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- THE QUAN777Y OF WATER LOST F14OM THE
MAIN SHAI4 NOT EXCEEID THE NUJM3FR OF CALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICA77ONS
7-IL3(I1). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATLRMALNS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINMUM CONCENTRATION) CHLORINEIWATER
SOLD-nON. DRY CALCIUM HYPOCHLOR;TE SHALL NOT BE PLACED IN THE PIPE AS LAID- CHLORINE SHALL BE METERED/;NJECTL=D ;N
ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-I1-3(12)F OF THE STANDARD SPEC;FICATIONS REFERENCED ABOVE.
20. A PRE-CONSTRUCTON CONFERENCE ;S REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL RE REQUIRED PR;OR TO STAI PM3 NEW CONSTRUCTION,
22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PrRUITS PRIOR TD STARTING CONSTRuU rOk
23. INSTALLATION OF CORPORATE STOPS, WATER SERWCES, LINES AND VETERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
METER APFUCADONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN FADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EX`STING ,MAINS IS TO BE ACCOMPLISHED BY THE C;TY OF RENTON, EXCEPT WET TAPS, WHICH MAY 8E MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORLDS DEPARTMENT ALL NECESSARY E C'AVADON AND
MATFR;ALS ARE TO 8E SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS,
25. INSPECTION WILL BE ACCOMPOSHED BY A REPRESENTA77VF OF THE CITY OF RENTON, IT SHALL BE THE CONTRACTORS RFSPONS18107Y
TO N07IFY DEVELOPMENT SEROCES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTON, ME CONTRACTOR, AS
IWLL AS THE ENGINEERS, 5HA LL KEEP AS -BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PARITY ,ACCEPTANCE PRIOR TO FINAL
TIE-LN.
27, ALL JOINT RESTRAINT SYSTEMS (SHACKLE MODS NUTS. BOLTS, ETC.) SHALL BE .AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OLIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT,
28- ASPHALT AND CONCRETE STRFET PAVING .SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STRFETS MAY BE
SPADE CUT ALL SURFACE CUNCRETE PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCIJT TO A
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING FXPANS;ON JOINT-
29- A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF {NI17AL EXGA VA TION WTH A PEFMANEN T, SEALED PATCH
TO BE PLACED, TO CITY Of RENTON POLICY, MTHIN 10 DAYS. CALL FOR SUSGRADE INSFECTION PRIOR TO PLACEMENT OF RNAL PATCH.
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT THE PVC PIPE [USED SHALL RE ALL CHEMICAL PROCESS LINES SHALL SF SCHFDULE
60 PVC PIPE.-SC'HE' ULE 40 IN UNIMPROVED ARIwA5 AND SCHEDULE 80 PVC P[PE FINDER IMPROVED AREAS.
SURVEYELLD- SCALE:
rlF�rt~ANE
dE5FGr1Ed: NTS
$LB
DRAWN:
PMD awe rwa�
CHECKELr AT FULi SCA&E
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NO. REVISION BY DATE APPR tea: scxE ►cc>]Rdlwc,Y
CP
VERTICA- N1AVb 19U
HOji1TCNTAL- NAD 1M3/T991
I
U M
.� CITY OF
RENTON
Planning/Building/Public Works Dept.
RECORD DRAWING
INFORMATION ADDED BY
�� z TERRANE, INC.
REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN NOVEMBER, 2023.
P 15025
�GIST---------------- Eg�v
sI�NAL LAND �---- W- 420802
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FDEVELOPMENT ENGINEERING
..*
z 02/01/2022
BUCKMEIER WA TER MAIN EXTENSION
A TER UTILITY NOTES
FIELDB001<: NIA
PAGE- N f g
165
2 3
co
RECORD DRAWING
KING COUNTY MONUMENT
ID#24150
BRASS CAP IN CASE EL = 36.52'
BRASS DISK IN CONCRETE
MONUMENT, SET 1.0' BELOW
GRADE
Gr- ***NO CHANGES ON THIS PAGE***
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iNC1,IjW ANY EXISTING P&7CH "THIN 19
FEET OF THE EDuE OF THE I'At0i REOUIRCD I 1 FUR THE NEW CkM%NC1 AND ANY $T E E5M PATCHfENT _
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miN.
T2-
MIN, CENTER OF LANE MARKING,
A (SEE NOTE 2)
fi" CRUISHEA SURFACING TOP COURSE(CSTC)
{9-03.9(3)) PER iNSDOT STANDARD
AT10 REMOVE
SPECIFCATIUN5, CCMPACTEL) TO 957.
OR PLANE, SEAL NRTH
MOT5IFIED PROCTOR
AR-aoo0w
CSTC, SANK RUN GRAVEL FOR TRENG`r'I BACKFILL
(9-03-79). GRAVEL BORROW{9-❑3.14(1)) PER
WJSOCT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL If APPROVED IN WFWTING BY FNGINtER
BASED ON GEOTECH REPORT. GUMPACTED TO
WIDTH Of TRENCH A5 REQUIRED BY SIZE OF
95% MCUlFIEd MOCTOR
0
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-05.4j PLUS AN
PIPE ZONE 9EDDING MATERIAL AND COMPACTMON AS
ALLOWANCE FOR ANY SHORING. SHORING. MF
I I REGUIRED SY THE WY517OT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INsrALLED, EXCEPT;
WSDOT STANDARD SAECIFICAIiON 1)9
• FOR STORM. ANu wA#EIR RIPE, PER STD PLAN 220_0
FQR SANITARY SEWER, PIER SM PLAN Ads
TRENCH WIDTH FOR .POINT UTILLTY TRENCH, SAPID WITH $5'9
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A j2D0 SIEVE
NOTES.
I- WYHrN EXISTING PAVEWENT IN A LANE REQUIRR G A FULL WIDTH REPLACEMENT IS BROKEN OR DETER14e3A7ED
TO A PAVEMENT CONDITION INDEX RATJNG OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CI.ASSIFIEO. SHALL H£ REMOVED AND REPLACED WI?}i HMA MATCWING THE DEPTH
USEIT IN THE EXI5TTNC STREET OR THE DEPTH PER CatY STANDARD, WIH;CFfEVER IS GREATER.
2 PpINCJPAL/ MINOR/COLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL r PG 64-22 AND MATCH EXISTING. TIHICAKNE55 ANO IN Na CASE LESS THAN 5w.
RESIDENTIAL A=SS STREETS - HMA CL J' PG 154-22. THE THICKNESS SHALL 8Z THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LE55 THAN 4'.
S. WHEN THE "SAWYCUT AFTER BACKFILL" ENCROACHES INTO AN AIIJACENT LANE. TvU" & GUTTER OR
SHOULDER, THE AFFECTEb LANE= SHALL BE PLANED AND OVERLAID 'MTV! HmA FULL WIDTH. TOTE CURB do
GLJTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL- BE PLANED OR REMOVED AND
OVERLAID WITH HMA_
4, IF TRENCH UXQERMINu S EXISTING SIDEWALK ANO/OR CURBS, THEN THE SIDEWALK AND/DR CUFt8 SHALL BE
REPLACED FROM EXPANSION .POINT TO EXPANSION JOINT.
S. If TRENCHING THROUGH Ex19T1NG DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
DE REPLACED TO MEET ADA STANDARDS.
� PLAN - lfG'1
�'YPICAL LONGITUDINAL PATCH
FURLIC WORKS FOR FLF-XiBLE PAVIEMENT OR i'F" 1'liZ7
pEPARTddTaNT RIGID PAVEMENT WITH OVERLAY �" I
RECORD DRAWING
INFORMATION ADDED BY
TERRANE, INC.
REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN NOVEMBER, 2023.
.�AdnbkCITY OF
RENTON
Planning f Building/Public Works Depi..
W 420803
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EDEVELOPMENT ENGINEERING
z 02/01 /2022 0
DATE;
1111912021
BUCKMEIER WA TER MAIN EXTENSION
FIELD9004c:NIA
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�kAWW� N�
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