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ASHBURN, A CONDOMINIUM
PHASE 1
VOL. 167, PGS. 29-38
TAX PARCEL
029050-0000
C/
PROPOSED 15'
PRIVATE STORM
EASEMENT TO
BE ACQUIRED
HEDGE
APPROX. LOCATION
EX. WAT�2004100�5001�346����
EMNT
REC. N0
PROPOSED 15' PUBLIC
WATER EASEMENT
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419
I
CURBLINE
D
2 0'
SPRINGS
11NIUM
,RCE
-0000
S 48TH ST
S 48TH ST HATTUCK AVE S
a
S 48TH ST (f)
r
to
Q
Y
S 49TH ST V
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j
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S 50TH ST
S 51ST s7-
VICINITY
T
VICINITY MAP
TAX PARCEL N.T.S.
JILJUJ-&UZZ
HORIZONTAL DATUM
NAD 83/91 PER CITY OF RENTON CONTROL NETWORK
BASIS OF BEARINGS
N20°09'04"W BETWEEN CITY OF RENTON CONTROL
MONUMENTS 1872 & 1227
VERTICAL DATUM
NAVD 88
CITY OF RENTON CONTROL MONUMENT 1872
ELEVATION = 319.47 FEET
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
LEGAL DESCRIPTION
LOT 1, CITY OF RENTON SHORT PLAT NO. 399-79,
RECORDED UNDER KING COUNTY RECORDING NUMBER
8005139001, RECORDS OF KING COUNTY, WASHINGTON;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE
OF WASHINGTON.
Know what's below.
Cal before you dig.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
� MMES
3V WASI7I
SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1988
0 SDM1" =20' HORZONTAL: NAD 1983/1991 SAPPHIRE ON TALBOT 10/29/18
DESIGNED:
w o CITY O F
FIELDBOOK:
EDM RENTON PRELIMINARY PLAT PAGE: NIA
DRAWN: P"R
38285 �� LFM vftlivONE INCH �A /� DRAWING NO:
CHECKED: DATUM liO��l�p J����
�SSIaNaL�� EDM AT FULL SCALE Planning/Building/Public Works Dept. 18615
IF NOT ONE INCH
10/29/18 NO. REVISION BY DATE AP P R APPROVED: CJA SCALE ACCORDINGLY SHEET: 1 OF: 4
2
Gj
z
J
EX. PRIVATE CB SNKLAULK - . \ P ..... CB 5, INLET V . .. ... I I O .�
RIM=137.98' �• #_ _ I EX. SSMH
24"12' VAULT '� �..'.'
° / RIM -1 S.St s 3 CO W RIM -162.98
IE 12" ABS (NW)=133.36' 1' ACCESS ROA ° I cr IE=1547 0 s D o
STORM DRAIN N INV=155.08 (8"PVC-E)
IE 24" PVC (NE) 132.06' �.: °% ° . I i�P a' \ °I 0 Cr.
IE 12" CMP SW 84 SD Q INV -154.98 (8"PVC-S)
W OVERFLOW PIPE) 1. 0 0.50 I j e I 17 LF 12" s :: V� j Q
( ) \
I I \ . SD ® 0.509 \ �.. cc
(SMALL ORIFICE OUTLET TOe- I \ I 2, �S. . :1 1 d 9 : 0
LEVEL SPREADER)=133.42' 1 \ p" " '_. 2 601 S RIM C 60 4� � EX. CB
V R M 162.81
12" OVERFLOW (SW)=136.60' / 13 /re �• J f► W INV=157.66 (15"PVC-N&S)
5 4 d ° I -158. I s J
NEW IE=132.42 (SE) 1,1820 F. , 755 F. 1, 810 S.F. \ (12"D E>
... .
Ex. 12° SD / \ I .. m v
SID X DMH 1 ' WIDE CONCRETE / °
\ I RIM -140.0 1 7.5' 39' FLOW SPREADER d 1 I ~
\ IE=136.31 p 18" MAX. FROM / .:e ° .:.:: 4 ALF 4 I
N
27 LF 12" I IN INFILTRATION OIL I i / �° ° SD 4.48 ,680 F. / 10.5 R.O.W.
PROPOSED 15' SD ®0.509 \1 d PRPjOIR 1 DEDICATION
PRIVATE STORM 1 / TAX PARCEL 1, 0 S.F .EASEMENT TO SDMH#1 312305-9022 ° D 20' UBIC 2,868 S.F.BE ACQUIRED RIM=140.OtUl EAS ENT/
IE=133.56 - - - -
40 LF 12" -
- ° w
SD ®0.509 A 100
8 LF 12 174 LF 12 SD ®6.299 I a d o
SD 00.509
1 IE=133.80 , 1 0 o /
H14, z APPROX. LOCATION
® I \ \
\- s
e' I I TYP 48 I I:':
.'..•• (2) 4x � 16' D.I. WATER
IE- 133-80 REMOVABLE CCESS OPENIN a TRACT C 8 F. IM=1 Ot 5 I \ I PER C.O.R. G I S
LOCKING' 24" RISER PRIVATE ° d �� 1 147.0 1,80 S.F. 1 a \
NEW 8' SIDEWALK
33x60' PANEL/ W/LOCKING LID a ALLEY \° ' . 27 12" 1 0
SDMH#2 \ .. DETENTION/INFILTRATION VENTILATION 0' MAX. DIST, 3,103 S.F. \ a ^ l ' ' ' ® 0$ o \ /
RIM S140. DMH E VAULT SEE SECTION GRATE; I 1 6'\ `So'.'. ' 1 s 10' POWER EASEMENT
IE=133.76 SHEET 2 of 2 - - -
- - - .'.' \ / REC. NO. 7609240628
1 00 5 x 10 REMOVABLE I \ I /
\ LOCKING PANEL ® \ \
\ I I .. .... RIM=49.70 � I • •..• N NEW 8' PLANTER STRIP
7 LF 12" LOT 1 \ IE=147.0
CO
SD ® 0.509 RENTON SHORT PLAT N
\ #399-79 Q .::. 1. .:.::. 628 F NEW VERTICAL CURB
a 140 REC. NO. 8005139001 '
APPROX. LOCATION
\ 41
\ ° I a n 12° D.I. WATER
TRACTA I +- ° _ - - I _ PER C.O.R. GIS
1 1 \ OPEI,I SPACE/ ro .. ° '
\ TREE RETENTION/ \ ° °
1.5 I STORMWATER l N MATCH CURBLINE
ROPOSE ' PUBLI 13,130 S.F. / d ..:..� ... \ ° N
EWER NT l I `ry N . 1 EX. SEWER MANHOLE
1
1 RIM=161.11
SSMNCE
RIM= H135.58' FOOD \ 1 i v/ I - \ / / .° 3 q o INV=152.61 (6"PVC-S&W)
IE 8" PVC(N)=126.36' - .............� INV -152.51 (8"PVC-N)
IE 8" PVC(E)=126.53' - _
12. / / N8E53'06"W 270.02'
LADDER (E) YARD I CHAIN LINK \ 5.9' ._ -
DRAIN 1 FENCE / \ I / 30.00'
APPROX. LOCATION �> II 1 STA:8+21.371 // �L 0
7SQ (/ 4 3T��-T T T r
EX. SEWER CLEANOUT / 15' PUBLIC SEWER END PAVING
1 EASEMENT I TAX PARCEL 1 _�
PER CITY ASBUILTS I 1 TO BE ACQUIRED 312305-9091 I 1 )
INV -129.8'± EX. 1
3 3 RIM=160.81
\ N
INV -156.56 15"PVC-N&S)
EX. 95 LF ±8" SEWER YARD / 1 \ MATCH EXISTING I L
\ \ SIDEWALK
@3.4% PER CITY ASBUILT r- -LRL.N- - \ I \ \7Q \
1 \ I 0� 1 EXISTING
Ss s s s s s \ o CURBLINE
HEDGE
I \ WOOD FENCE N
-7-
I
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 ■ Fax. (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax. (509) 674-7419
10/29/18
SURVEYED: SCALE:
SDM
1 "=20'
DESIGNED:
EDM
DRAWN:
LFM
ONE INCH
CHECKED: AT FULL SCALE
EDM IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: CJA SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTOR
•
Planning/Building/Public Works Dept.
Know what's below.
Call before you dig.
0 10 20
SCALE 1" = 20'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
SAPPHIRE ON TALBOT 10/29/18
PRELIMINARY PLAT FIELDBOOK: N/A n�
PAGE: NIA �L
PRELIMINARY GRADING & DRAINAGE PLAN DRAWING N0:18 615
SHEET: OF:
2 4
3
I
APPROX. LOCATION
3 EX. WATER EASEMENT APPROX. LOCATION EX. CB T
REC. NO. 20041005001346 10" WATER RIM=183.81 I 3
PER C.O.R. GIS ULL OF DEBRIS
3 CHAIN LINK FENCE �
----------- -_-_ I I. I I. CORNER 1
R I
-. - - - - _ I 1 4' NORTH OF INE \ RI CB
I i o------�----�-------__ o I (�. � RIM=163.70
� I PROPOSED 15' PUBLIC � � /
f INV=160.30 (12"PVC-S)
w w w \ w w w \ w w w W W -_- w W___ w w W ATER EASEMENT
-- -� T___- -\_ - \� 1 S UTH 48T � a
----------- -�- _ \ I H STPEET \
\ \ I \ � � PRO SED 80'x12'
\ \ 1 L _ I_ - -'- _ I\_ - - \ EMER NCY ACCESS a
I T METAL EASEME T I \
I � � , o
so
/ - - - - - - _ _ N88'5 '28'W_2762'_ \
I I- - 3
EX. CB \ I I
RIM=137.01 r
INV -130.51 (12"ADS SW) ( ���»,fffttt.��sSS - :::... "
�0' 0'
\ I I I RIM=1SC.r1f °. <° . 1 I 3 MATCH EX.
» CURBLINE
O CHAIN LINK FENCE I I =14 Q 8 ) a I o EX. CB
(� CORNER I I - ,963 F. 0 Q
' a � �, � RIM=163.37
J 0.3' EAST OF WEST LINE I I \ • • • P OPOS 20' P BLI� ( w . 3 ( )
I 1 I I INV -159.97 12"PVC-N&S
Q 0.9' SOUTH OF NORTH LINE 17 I I... A 17LITY ASEM T I 1 <� :• I w Q
1, 755 S.F. 8
9 0 0
F
2 0 S I RESIDENTIAL ,242 F. ,214 S.F. \ ,77 S. Ise -PRIVATE I - s tr I� rI = J 3 APPROX. LOCATION
ACCESS ROAD \ ALLEY a o o . 12" D.I. WATER
/ �'.'
ASHBURN, A CONDOMINIUM I P S H3 I z a-
O PHASE 1
(PUBLIC) I I I RIM=15 . f I .'. \' .. 1,476 S. F.
3• • PER C.O.R. GIS
13, 338 S. F. I I 1 1 83, 8"
VOL. 167, PGS, 29-38 I I I I IE=1 93, 8 (N, S) :. y :.. s'\ e I \
TAX PARCEL ° . e 1•" WA R. 1' < ° .q' :c° < d �. .. a ° 2 A.
029050-0000 I' <.. SERf4C a a . �.. eF ..ap .. I
s METER °''NT. .°. o 11 : I ,379 F. I a
.�' • p�D` a' ' I °' e SS�O TYP.I .,.��...,... .o..,.. ---�� '°
EX STORM MANHOLE
... I
n ° s. �. N \ a I RIM=162.99
�L ° \ 1I .I
° \ ` e INV=158.09 (12"PVC-N)
° " ° o °. INV=157.04 15"PVC-S&E
FIRE HYDRANT, TYP. a d° a S o . \ \ a' ( )
.'.'.' .. EX. WATER METERI
.° ' < �• .° •. 'e n. ;o \' .... a ..�.. TO BE REMOVED
e °
o �a a. I REMOVE EX
FIRE HYDRANT
.... ..... ......... .. ....... .........................'.'.'..'I'.......... .......... .......... .. ... ., . '. .... ... .. .. ... CAMPEN SPRINGS
�....... ............................. ................. ...... '.'.'.'. ... I I CONDOMINIUM
..8 P WA TER.,
�.......... .. ............... .........M........... .. \ 1
.....
..... ............ ................... ....... .. .. .. S. SD
I
_003
s���.................. ........................ ... ...........' .'..'. '......".........."..."......'..'.........'.'.'......"..' TAX PARCEL
�........ .. ... ..... .. 0 131600-0000
SSMH 2 ..... - ......... ...
- .
RIM= 140.0E c.1
cs
IE=134.78, 8 (S) .........................
..................................... » ..\'.......'.'.'.'.'...'.'.'.'.'..'.'.'.'........................ o. ...... ... { ......... ...... .... .'
IE=134.98, 8" (E �n I ............. �o.......................... .. .............1.7.Z'.LF 8... ..... �'.'..'.'.'..'..'..' '.'..'.'.'....'..' -
........ .. .......OJ. M.-48TF#'... l T.............:. L......... .
... . ..e....
W/2 CONC. COLLAR o ..... ........... �•5 10AR...........J........ .. ....... .... I. e .. \... 0 00 o L
I
OUTSIDE OF ASPHALT a ° h. ......... /......L ..... .......... I S 48TH S T
cm)..
W W W
d j
° .. a d c .° ° e. 'd. ,. .. .� .�.. ��.. N.
LEVEL
EX. PRIVATE CB SPREADER o $
RIM -137.98' I `I 12' VAULT °I' / N / \ .... I 1 :.I ..cc
EX. SSMH
IE 12" ABS (NW)=133.36' 24„ '. I. ACCESS ROA °: CO l :.:.: car o I s I RIM=162.98
STORM DRAIN \ P rn Q rn INV=155.08 (8"PVC-E)
IE 24" PVC (NE)=132.06' I : I °l I '�.. I \ : a I F ..... 0 OC
IE 12" CMP (SW) I. I I IGATI I \ Q I 1 Q NV=154.98 (8"PVC-S)
(W/OVERFLOW PIPE) M W� VA 1 P 1'• V
(SMALL ORIFICE OUTLET TO I ...I I / I I \ '
LEVEL SPREADER)=133.42' C' °' ; O I 2 601 S .X G \cc
Ex. CB
IT \ RIM 160.4 V RIM= 162.81
2" OVERFLOW (SW)=136.60' / 5 4 I 13 I I ' ' 1 I =158. I dl 1. I ~ W INV=157.66 (15"PVC-N&S)
I.. .820 F. ,755 F. 6810 S.F. \ (12"D E)
I / / I °
EX. 12" SD I
.. '
.I °
f Jv I
PROPOSED 15' \ I I 1 / : ° , 680 F. / I . a . 10.5' R.O.W.
PRIVATE STORM I I TAX PARCEL 1 0 S.F. l s s I I I DEDICATION
EASEMENT TO 1312305-9022 165 8 ° ° ° P OPO D 20' UB�IC / °
I. e.00 U LI EAS ENT I I { 2, 868 S.F.
BE ACQUIRED _
LO
14 A O
1' I .:.:.:� ......:.....:. \ o \
Z APPROX. LOCATION
\ I I I I I °'• 6" D.I. WATER
m TRACT C 1,8 5 I \ I PER COR GIS
PRIVATE .. it 1,80 S.F.
3
�I .. 1
ALLEY \ » a as ._ I o I . . a.'• I �.'.1 \ // NEW 8' SIDEWALK
1 ATER
al 3,103 S. F. ° . ... . I o . o \ 7
. � � � • 10' POWER EASEMENT
1 I I s �
3.'. \ // REC. NO. 7609240628
°
220 LF 8" I \ ® I I \ I I NEW 8' PLANTER STRIP
SEWER 0 2.00 \ LOT 1 I
RENTON SHORT PLAT 1 \ \ I I °
I
#399-79 I 0 I.'.' 628 F I� N NEW VERTICAL CURB
REC. NO. 8005139001 I '
\ 140 I s I �••
\ SID ER "° I APPROX. LOCATION
\ ® MIN., < °
% ° I 3 12" D.I. WATER
\ I \ TRACTA P I - 1 . .•.•.• - I - O II PER C.O.R. GIS
OPEN SPACE/
° I \ TREE RETENTION/ \ a ° .. ° CO a
5 I
STORM WATER I N MATCH CURBLINE
\ - - ROPOSE ' PUBLIC 13,130 S.F. I �_
- _u EWER NT I I 82 I EX. SEWER MANHOLE
y 1,
$' I ° RIM=161.11
R M SSMH135.58' FOOD INV=152.61 (6"PVC-S&W)
IE 8" PVC(N)=126.36' .'........'.�.NCE
NV=152.51 (8"PVC-N)
IE 8" PVC(E)=126.53' �- - - �- - - _
LADDER (E)
2. / N88°53'06"W 270.02'
YARD I CHAIN LINK \ I 5.9' SSCO12 -- - j / 30.00'
DRAIN I FENCE\ I
IM_ 2
147.23,
E 8" (N) �� l r j -T I I' Ts T T
> � I
APPROX. LOCATION / I 15' I PUBLIC SEWER I / L 3 a
EX. SEWER CLEANOUT � ��� Q �<
TAX PARCEL _
E.
PER CITY ASBUILTS EASEMENT I I
INV=129.8'± I I TO �E ACQUIRED 312305-9091 I I) N
3 EX. CB
3 d RIM=160 81
INV=156.56 15"PVC-N&S)
YARD I I RIM= \ MATCH EXISTING /
EX. 95 LE ±8" SEWER " /
P LLN - \ I IE=134418, 8 (W)
@3.4� PER CITY ASBUILT REMOVE C.O. r IE=130.39, 8" (N) �, \\ \ SIDEWALK 3 3
CONNECT TO EX. 8 SEWER \ I EXISTING
S s s s s s s s s �\ o\ \ I CURBLINE
HEDGE I � I
\T WOOD FENCE 3 N
1 > v
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 » Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
�M
SURVEYED: SCALE:
sDM 1 "=20'
DESIGNED:
EDM
DRAWN:
LFM
ONE INCH
CHECKED: AT FULL SCALE
EDM IF NOT ONE INCH
NO. REVISION BY DATE A P P R APPROVED: CJA SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
• C TY OF
RENTON
(;Rvftl•
Planning/Building/Public Works Dept.
Know what's below.
Call before you dig.
UTILITY NOTES
1. SEWER AND WATER LINES SHALL HAVE 10' MIN.
SEPARATION.
2. ALL WATER METERS AND SEWER CLEANOUTS IN ROADS OR
DRIVEWAYS SHALL HAVE TRAFFIC RATED LIDS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SAPPHIRE ON TALBOT
PRELIMINARY PLAT
PRELIMINARY SEWER & WATER PLAN
DATE:
10/29/18
FIELDBOOK: N/A
PAGE: N/A
DRAWING NO:
18615
SHEET: OF:
3 4
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