HomeMy WebLinkAboutzS-2318Set1
SEC. 19, TWP. 23N., RGE. 5E.1 W.M. of
L0 CO ® j � 7 - EX. CB r1
p� .. T=196.7.76 LEGAL DESCRIPTION NOTE:
& EX HYDRANT IE= 196.7n 12" C":RP. N.
S.A. 4 +29.37, 21- so'Lr. LOT 27 OF THE RENTON CO -OP COAL SEE SHEET 6 FOR NOTES.
I.- IS- STORTz ! COMPANY'S ACRE TRACTS PLAT NO.2 �� I
1 RECORDED IN VOL. 9, PAGE 27 OF
PLATS, RECORDS OF KING COUNTY, WA.
/� DATUM:
Z / t -I- I - NAVD 88
I `\Yr L I.. I` I , "\ I - �I
BENCHMARK SCALE: 1 " -20'
- TOP OF 2" PIPE MONUMENT
l i f
P IN
g CC I h- I ' TALBOT RD. S.
21ST ST. AND 0 20
LLJ Q / / ELEV. = 203.99
BASIS OF BEARINGS:
SS CLEANWi
GARAGE a m N 200° - ° - - a ` CITY OF RENTON MONUMENTS I
Z W STA. 2 +50.57. WRT. / / I �^�\ -. __ ~ - - N0. 230- NO. 659 �' FND REBAR AND
Q _ IE-191.84 / I 0.24 S.
r
O N81'30'36.8 "W 403.849' x & J 5' Lr
Y 1�
2l / 2 / _ -.. 2SLF 8" J %
W 1- SINGLE METER
n^ - - - -- - __. .- - _ - - - II !, 2.
W
G 1! m 3
N ry SERVICE(LOT 11) j.. / 2 c - / -- - --- --- - - - - -� ; - = T I z 8
;� i
y rf 5 5' ( FF ELEjJ.- 208.00 IE= 20233 Z:
FF ELEV. -2 1.50 0'
LOPOSED zo' -� 5 I I I \ 10 ADDITIONAL R -O -W _ STA d +971
S .y. p0 DRAINAGE ESMT 5' IILT.
a Z , f p• S'�. /2 I SSCO I DEDICATION /
_ ! f
STA. 4+0.08. 34.5'LT. 6 i
7 PROPOSED 10'-+{ IE=193.74 1 r., 3 I
DRAINAGE ESMT ��
FF ELEV.= 201 -75 I /�
SA. 41.20.58.2 T.
RInA 201.99 C46) c"I
Ex. CB Tt / % FF ELEV.= 201.75 PROPOSED 10' L/ IE�3939G- (77� ItJY. 193.11 -5 "!W ,- _ U,µ { Iry .--
" I E-"& -% IUV. 193.- 1i -(n' S E,�111 AP./)
TOP = 199,71 / / DRAINAGE ESMT _ WT-11) �{IFj�
�C J
IE- 197.71 / SFR CE-( ) i/�
Y I I r If ( J , M
I I = -- -t -- N I
A�0 1 __ ___1_
m J STA. 2+28.55.. 12.5 LT sS0D I . I _ _ 1 $�
a Z L.�. < �, • \ q ` IE- 1111.98 I I I /S A. 3+2&59. 12.5'LT II- - - - - -I- - -.I- - -Il- - TI - -� - - - - r- - - - - - - < 6" LT. +�I
o O o "y') STA 1 +88.74, 2.5 T. \ I Sf S� c7 - 4 ..,, IE- 192.57 I I 1 \ I SSW Y - I I 20 07
E-I 3¢. EM 90.5.41 --5 A0).1 / , /\ S I IE- 202.57 `-1'
/ PROPOSED 10' ! 1 `Q
2. - IE- igl.(n2- S'NE(AB)IE - / f / / -• � _ 2 F 5�0.84x \, w h- 5. I0� DRAINAGE ESMT'I
�-I a w IE _ 191 . to5.6 u 1A6) i \- / z +oo 7 - - .a \ p
E"1 �d BEGIN STATIONING / Gk Nm- o'37•.w LL1 3 +0o I - ' I , \ Wrn Z
I., 0_ ii CENTERLINE. -EASEM T ,/ / Q _ ^� t o� N - I 1 \ \ r"M O;
U rno `_" STA. 1 +61.39 / f Q "c1R - �_.. ' � L / - - �..- - - d a w 4tvol' \�SSCO \ \ \\ \ �,\ FF E�FV.= 208.00 '� O U1
c E Q. f CJ \ �. •� - - - - - - - `k� IEr•19 &30 .87. 2571.T. I \\ 04 co
��/ ,L //T a J -ssco I 5 I to
?•o / METER TEP �'� \2p_ \SSCO \\ �f iiRU1i) ^` _ IE 192.88 , 12.517. /° I 1 '1\ I • '� 2 Z
STA. 2+31.20. 12.5'RT. `qu\.I F ELEV.= 202.00\
rs rn Q fi r IE =19207 r 8 I
vI o d TOP =SSMF1 , ^ % k r ,$ "7C �\ 1 "FRUSC ��\\ ep a`. ``•\ / _ __� S.I. 4+1594 SOUTI+'�SM'T \\ \ \ \I ° \\ Q.I I
8.28 I
0_O IE 190:83 S. / - `-^' 1 � I RET. I I �� I• �\ \ W II
/ FF � 202.00 � .. 2e9Np -E METERS
IE-79&9'r JN) IgD.99 iA I \ WALL
S EX. CB T1 f 9m \\ / % { j \ �� \ I // ,PROPOSED 1G' ��I I 'MATER -060NNECTION (TYP.) ��.\ ��\ �� SE�211�CE (LOTS 2 ! 3)
TOP =196.60. / \ / /... S �/ i / �\ S9C0 / �UTIUTYESMT !J \ I - - -_ \\ I \ \ I
IE =194.605:
x I \ \
STA. 3+10.39.. 58.45... !
h / \ >c.� IE 198.00 I - �-- �,I \\ ®.. I \\ 1 sscG 1 II
IE- 202.89
HOUSE 2. -- SSCO 'I \ I \\ \\ \ 43IA. +19
STA. 3+2039, 52.7WRT. I �4r87.07, WILT. PROPOSED 10' \\ \ Ex. 56MH 1 Ei-Y 391
E=19'F'� FF ELEV= 203.00 1 DRAINAGE�SMT \ TOP �'1S,v
\ IE. -20244 S.
4 i 3 \\ 2Sl 5 "SS S I I y I
o / \ 5 rt \\ FF ELEV.= 204.00 J I II STA U111D7. 5'L1 S =Rbg7i 3
tt x I R�43. J / pd �\ - I I II IE.194`24F ' I FF ELEV. = 2\98,00 \ I
qFJ
\1 ,
EX CB
12 F \R \ `--' / 20 f \R x ': { / g PAVED ACCESS
(PRIVATE ROAD)
D I /
A = 117'09'29" / V \ ilt GARAGE]
R = 45.00' / t, .'•/ R 3 =9NGLE METERS v I j
/ \ T = 73.66' % 1 "DE¢ "oEC :..I r:Y SERVICE 0`7.49) 3i' I I JJ J
J \ L = 92.02' / 7,.�* FI NYORANT. Y. 26' ACCESr&WTIUTY ESMT \ / I / / R 2 /
.WILL � OF RENTON SID. 8102 i % \ ^7 /FOR LOTS /T4, 5, �\. 8 & 9 \--, f _ f J
J \
<. E- -0- FIRe.�HYDRA CAB) � °-- ii- a==.�. _ _,�-__ .i' __.SHED`
-- - 426.979' _ 'K _
-y;x
<
�I
, - 117.79.2 .o _
----- --- - -- -- ------- - - ---- - - - -- 1 -
- N _ .45.000'', i f S- .�_ - - -_- _ �.__-- -_16 ^G i - -__- ___ �6•G- -__ _ -0"I _ __ _ _ _ _____ _ __ _16 0- _ - - -__ - _-- ____._ -__ -_. y� - - -_ _ _
0_ L = 92.016' t 1 / I - / o �SNGLE METERS -' - - - - -- - - -. . -- - _
o_ f. J 1 - - -f -o - -- - - - -- -- _22LF 5'01 -- -"-% -- 4g�-3j� T - -- -/- -J.- �'TI75.0T -R
HELD R.O.S. - L I MI _ _ 014
n - -
V.-39 p T5 T - - -� -- - r- - - - - - - - - - - - 8 °w - - - - - - - - -a "w- - - -r - - - Dat- - -8 1175.
11 +00- 328.131' - J - man - - - I.. N89'57'57.2 °W. sa-.00 - i i 4+00 s +op I
P., II '\ `�\ Irldr 3+006 APPING LT.
IFE 558.343'
.< S.I. STA: 0+ 0 TALBOT RD. GATE VALUE- (FLd1J) \ \
STAN o +o s 23rd CT. S. 23RD ST. >
s W3 m .. / \ i I - - 'W/ CONE BLKG..
m rn 1 -\ - - 4- - -C - - - - - - - �.- - 60 "W.- - - - - - - _ _ - - - -60" - - - - - - - - - - - -� - - -60 "W- - - - - - - - \\
S.I. STA. 5 +58.34 S. 23rd IT _ --_-
/ 951 tq0 o c° \ ` STA.3+04.91 WITHERS �VE. S
_ - - - - ?o - - - - ? - _ - - - - - - - \- - - - - - - y
- - - - - - - - - - - - - - - - - -
/ EX. CB T1 -I- r- , I I „ „ I 2pe VICINITY MAP
TOP= 19519
1 / "\ I h< I I I hi 11 I F-- I F I \/I H- I \I I / "\ h!`Y ..I ` Fi I I I 11 -
I
IE= 1926410 PVO. S
k- 19333 192.74 8 2" P PVC. VC. W.
N
1
Z IE= 792:74 12" PVC. N.
I/ X99 .
a x CAUTION=
o g j .+6°� 1'�/'� EXISTING -w
3 3 w o: °: M RECOMMENDED GAS MAIN
FOR AP ROVAL
pY 7961627fri f=2K49L7S7 20
U f� BY G.+.
°._ /. `� R 28tk1 �.a w • EXWRES /�l' p! BY fo 6-30 -9%
C - F
N 1'' BY c ,- DATR Zl��
s s Cs ? 6fZS�97 A- �Bll /LT DATE
f BY
Engineering, Inc. xal�1 q,
3 , ..I 11 O / an9. NS 91N Sheet @Me 3W Dr8eaq WA 9501 -
4E% 10 A Aft AdMk
PEI JOB NO. 96040
I
cL N
r
o r
N
W
M�
W
` JJ
!I%I'
D
a
210
201
191
DATUM JUT
Isaw
- - - - -- —
....... I ................. .....................
(RIB)
T
VC SS S=0.50X
VC
94LF 8"PVC SS S=0.50X
94 8'P
..............
: ................... ...... : .........
0
J]f C14
a_
o
RIM=200T±-)--
199.9 lZim 200,33 LAO) IE=191.84
of n
Ld
lExt9l.r4q-S`6(Aq)
IE (.2-&'IE (Ab)
E=19e9 Iq otgi (AE)
.......................... ........... .......
3:z
Lu 0
cf) F
z
>- LU
of
cf)
o'
A
C)
E-
o E
3:�
<
E-
O
m E
"E
Ir I
R
210
201
191
DATUM JUT
Isaw
SEC. 19, TWP. 231., RGE. 5E., W.M.
........................ ....................y---- - - - - -- -----------------------
........................ ....... .................
S= .5
SS 0. Ig
6'7"3L'F s'p\(C SS S=6.50%
8-P
- - - - -- —
....... I ................. .....................
(RIB)
T
VC SS S=0.50X
VC
94LF 8"PVC SS S=0.50X
94 8'P
..............
: ................... ...... : .........
21,
201
19(
DATUM RLEV
185.00
o
RIM=200T±-)--
199.9 lZim 200,33 LAO) IE=191.84
:E=l 90.83 FS)
JN)
lExt9l.r4q-S`6(Aq)
IE (.2-&'IE (Ab)
E=19e9 Iq otgi (AE)
.......................... ........... .......
IE J91. [.5- WK cjkb)
......... ...... ..............
SEC. 19, TWP. 231., RGE. 5E., W.M.
........................ ....................y---- - - - - -- -----------------------
........................ ....... .................
S= .5
SS 0. Ig
6'7"3L'F s'p\(C SS S=6.50%
8-P
- - - - -- —
....... I ................. .....................
(RIB)
T
VC SS S=0.50X
VC
94LF 8"PVC SS S=0.50X
94 8'P
..............
: ................... ...... : .........
:LF
............ ......................... Ss .�oilMT ....... ..............
E SM
�X SSMH RIM
RIM-198.28
RIM=200T±-)--
199.9 lZim 200,33 LAO) IE=191.84
:E=l 90.83 FS)
JN)
lExt9l.r4q-S`6(Aq)
IE (.2-&'IE (Ab)
E=19e9 Iq otgi (AE)
.......................... ........... .......
IE J91. [.5- WK cjkb)
......... ...... ..............
1 +UU Z+UU i+UU
TALBOT ROAD SEWER PROFILE
SCALE: 1-=2'�VHEOR
T
1. =5' R l�.)
17 (AP,)
RECOMMENDED
PEI JOB NO. 96040
E
I..
ti
Qc
C,
CI