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C_rrd o; QTLi'n C'='j jEc-r -ro Ev. 12 "d t.IATE2 MA,,/ v./ZG8 DATUM: CITY OF RENTON SECTION 5 T23N R5E W.M. sEeta
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Ex. C.B. t2 c b TAPV�i.1t.TEE 3:F_ Morl. .6. Zcoto C%AJ% FL) NAVD 198
UQ4TE Z48.91v tJ`/4 C-f- Sole.57-S S a ..11YVLi 2&A- -w Hor¢«rtatNAD19MMMetals Vertimt NAVD 1988 Metals SECIS OS7. -
SE (iZ" ! IEi Z4 t.lo g SLE6/E B R sY• 266 N U4 Carr 5 T23N R5E I /
S` C-4. C rtK MA) - TAPVIwt, VALV6 Vr COPP= M ON S" DIAMETER ROUND
Co 6JC . 15A.e CXAI- o Location: Found a U8' capper pin on 5' dan dw round concrete monument post down E,L . �=Ar t_ ► A4� .
g IZ Lt= m 8 �v.x. CONCRETE MONUMENT IN CASE AT THE ° aA NE � �t of R� en e � g 2 s I r
Ex. SaaJ. KA1J. of a OF N.E.28!!<STREETAND SZlr.t ?_4'S.al
(ZI M ZJ. .1 a it x' L/A -i€2 MAtni 1 3E 687O.-D.-
s Cs� 228.'S10 v W JONES AVENUE N.E. (C..o.Q. t.Ac�l . i+ 'LreL� Atomr^�t 1/8 IN Cu - ON 5 IN D- CONC MON, IN CASE. DN. o.z I I .iECiw a� - tj-)
- - - 5ria . o�Z-T ELEVATION = 247.874'
-rEE CNA Jet R-) -) � NORTHING: ssse7.9:,, FASTING: 347xs5.o3a ELEVATION: 75.552
' - G" GA CFL,e t..u) `y
6l i f tz L•r ra"'&-TM= \ I I NOTE:
1 _ <t•1 L1�s�/ jr lW-fZ- C ALL UNDEVELOPED AREAS WHICH ARE
Q � C.O.Q. �iD 'iS iCYL C MAIM tttwtr -Itr 4Aci IOUdii Ave.) I 1li.CPiiia!BED C1q�Ayll L B 7lvn
"-'5cE cE"TAIL. 'Sr•N: G of a) mil" E HYDROSEEDED.
E�. TAx 'PALCEL- &1o. �ac43 1 -n' J ALL DEVELOPED LAWNS SHALL BE
0 w a t_,' a m �.r. l.�a rFx Ma,.r ` / I RESTORED WITH SOD.
I / ,t?
W fir& 0t41 I' AT I l34 LF (o "dam IC
CAtC142) �Y. \ SAtiJ.SIDESEVJE:E y
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V:' Y. li C.O.IC %BALL. 1 -
M1
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14S
5Ta Z+ 44.15 1
4_ Q/ul Jaatrs A„V- O.E
EL. 269.83
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w rao - sY - peps
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i
Fiewarc
[ S =Z. CO. C n.) 40
Got.lwlEGT To Esc. lf3' Oxx
\ \ \ S.S t.A�lrl �rl /7GJSEQ�A•rEE �SEE�E�RtL_
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\ i S. F. g ` �� Ce"► .. C r aa oa.n.- cal � I � YY� ��'
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ZSr.39
S 89° 4'5' 59" Ex 6b. m' - rA �fl,1csr.
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= E 7-60 41 L-V CEA') 0 C�..m Svc San. -C.a.
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.ao p
\ 1 � I COwl nl �c.G.T TLS
I "�+37r
pP° t �!. Fx r- l -w-,LL. 4- J' /i JA-rE2 METEf�S
uj/TfZAFFIc 'SEAIQI)�i "�voLEg �. LIDS
C.O.Q. `-im. isLo-I
CSEE-DEYAIL Sur G nG E.I
�I ti
3
3a '
SIDE SEWERS SHALL HAVE A MINIMUM
`r SLOPE OF 2% FROM THE SEWER MAIN
TO THE ADJACENT PROPERTY LINES.
SIDE SEWER STUBS SHALL BE 6 FEET
DEEP AT THE PROPERTY LINE IF POSSIBLE.
1ZE4 1 S>e7t:;, Lcrr L1,6JES _ E-ra.
\ \ _ EY . t S" O.D. SIS ot'.I. J
-L0 LF LOT I 5 .uI SwlSE1CT- A -TEE
PVC W "m P11C SE Ct8 "0.v.) 237.93
\544 S.. t) t) \ SE Ct:, 2?58.As
��Zr� I \ s�� 5`fl�1 ; I \ i5 t_ \ o� YEt[ Q�o.Q. -►S
t.All.l)I !(1 \ Co'rb� I S�Z. -
LoT 4 \ \LaT 3 '� U �6Aw1 5a \ (W-21,91
11E6' 07 Q
-2 oft AM
s
5s,2892
EX. S A J. M 4 I.
• I R�l./1 zc��.ol
:rti::: S ?� ?' .:r.•, ��.: ,- .`'•.t'_ :..ti:••.�. � 2 \ SE(n8'av- S�J> 248.x\
=•!'' =EGS "o.o Ji
.- w
NOTE:
ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CTTY OF RENTON TRENCH RESTORATION
AND STREET OVERLAY DETAIL.
CONTACT: Rex Orkney
Orkney Homes & Development
PMB No. 462
Zia Main Strad
Kirkland, WA. 9SIIS3
Td: 425-766 -3296
-DSc.. GIII
LINE TABLE
LINE
D
)
- BEARING
2'�'
Srra Stn I.53
N''o9 i7' 49" E
L2
15.65
N SC31' 56" E
L3
e, A 7-L. 1. L9
N 89.45' 26" E
14 1
1ZE4 1 S>e7t:;, Lcrr L1,6JES _ E-ra.
\ \ _ EY . t S" O.D. SIS ot'.I. J
-L0 LF LOT I 5 .uI SwlSE1CT- A -TEE
PVC W "m P11C SE Ct8 "0.v.) 237.93
\544 S.. t) t) \ SE Ct:, 2?58.As
��Zr� I \ s�� 5`fl�1 ; I \ i5 t_ \ o� YEt[ Q�o.Q. -►S
t.All.l)I !(1 \ Co'rb� I S�Z. -
LoT 4 \ \LaT 3 '� U �6Aw1 5a \ (W-21,91
11E6' 07 Q
-2 oft AM
s
5s,2892
EX. S A J. M 4 I.
• I R�l./1 zc��.ol
:rti::: S ?� ?' .:r.•, ��.: ,- .`'•.t'_ :..ti:••.�. � 2 \ SE(n8'av- S�J> 248.x\
=•!'' =EGS "o.o Ji
.- w
NOTE:
ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CTTY OF RENTON TRENCH RESTORATION
AND STREET OVERLAY DETAIL.
CONTACT: Rex Orkney
Orkney Homes & Development
PMB No. 462
Zia Main Strad
Kirkland, WA. 9SIIS3
Td: 425-766 -3296
-DSc.. GIII
LINE TABLE
LINE
LENGTH
- BEARING
Ll
42.73
N''o9 i7' 49" E
L2
15.65
N SC31' 56" E
L3
12.94
N 89.45' 26" E
14 1
1.13
N Od58' 53" E
DEL ERICKSON, P.E.
15020 S.E. 46TH ST.
BELLEVUE, WA. 98006
TEL: 425-747-5825
f R,mwLL 173 34(
Et- S-D2,.n MtI.
R," 2�3.IZ
=E (Y$70D_ -c1) 248.81
TE CZg' ar) - Slcl� 248.91
EA V 0 -11"
Aftua/fx D6c.l� se°o
Ir
CONTRACTOR TO VERIFY INVERT ELEVATIONS OF
EXISTING 18 INCH AND 28 INCH OUTSIDE DIAMETER
SANITARY SEWER AND STORM DRAIN PIPES AT
POINTS OF CONNECTION
AAM 1 AK Y 51I!j W it K A N1D I S I Acer
WATER PLAN FOR
REDWOOD LANE SHORT PLAT
/ 1_ ► '� _I DA rE: t�.tA2. Zoos I ,08 , 6. 1 ScA -. t "=
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