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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-.