HomeMy WebLinkAboutW-404101W%
T
MATCH LINE I I i i \
STA. 23+25
\ I � •'•'� I I I
I I I o f = I r EX. WATER METER &
IRR. BOX TO REMAIN
12" CONC CULVERT (REM.)
I
LI1 ' I.E.=382.40'
__ I I I
r- =_ I o I BLOCK WALL TAX PARCEL
' Ir
J 0087000275
I ' LOT 12
.01
17024 106TH
GRAVEL AVE SE
DRIVEWAY
TAX PARCEL I I i I \ o \` 12" CONC CULVERT (REM.)
10087000213 :: : c :::::: I I \ LE.=381.32
17029 106TH
A VE SE
12" CPP CULVERT (REM.)
SAYER MANHOLE \ J -It�1 B I I LE.=380.70'
RIM EL=382.32
(S) 12" PVC LE.=367.30 1 I I I
NEW 8" PVC (N)=367.40 3 I i CONC. WALL
TO REMAIN
-OH SOH 'pH [_-pH ba\\ QHI I I EX. PP TAX PARCEL
I TO REMAIN #0087000283
TAX PARCEL
I 1\ 1 1 EX. WATERMETER
#0087000215 i I I j j I ` r TO REMAIN
III I 0 17030 106TH
N i i i y AVE SE
GAS PAINT I - - �- I i = i 61 DRIVEWAY
LINE I I I\ t o I
I I I I I I I oy
I I j 11 I \
I I `\ o \
I I `
ILnI--- --
I GRAVEL Y
I I 11 oy
EDGE I 11 CONC. WALE L 0
ASPHALT `
I
/V i io l oy\
12" CONC. CULVERT (REM.)
I I I I IE=378.25'
TAX PARCEL WEX. WA
#0087000214 44 I I I i METER TOR
Q m N 3 I j REMAIN
I I I �= i TAX PARCEL
10526 SE I I I N i �I I #0087000280
172ND ST. 0 i i I I LOT 12
10 11 17034 106TH
AVE SE
EX. CATCH BASIN I \ 1
RIM=376.51'
EX.IE=374.61'(NE,18"CUP)
_X.IE=374.41'(SW,12"CONC) N
374.59'(N,121CPE) I I I I
TRIFY LOCATION & INVERT I I zo
II i I l EX. CULVERT (REMAIN)
\ IE=374.58'(18"CONC)
l \ I EX. PP
= TO REMAIN
\ I I I I o I CULVERT TO REMAIN
ly I IE=375.56'(18"CONC)
J OFt OH N OH I OHL OH \�\OH OH _ _ QJi
I
Gi - I
_r I
JND
SED
ENT
ACK 58.68(R2)
SSMH
RIM=374.93'
IE=357.86'(N,12"PVC)
IE=357.91'(E,12"PVC)
IE=357.81'(W,12"PVC)
Know what's below.
Call before you dig.
I N '
I n -s[ �sD -
D SP -
(A S 83)7" 5" W 661.35(P) 661.23(R2) -
719.9jI'Ah .19.94(R3) S 17 2 N D ST
I 1
�\ o PUBLIC - -s-
-s-s---��--
\ I
D.
WASCG
39374
° is
SSjONAL� r �
V/
' I �
I I I
TAX PARCEL
#0087000194 I
Iro� i TAX PARCEL
o I #0087000260
17013 106TH \\`\ , I �- , I LOT 9
A VE SE I ALL POWER LINES TO BE UNDERGROUND ALONG 17006 106TH THE PLAT OF x I LOT 18
I FRONTAGE AND WITHIN PLAT PER UTILITY AVE SE
` COMPANY STANDARDS. DESIGN BY OTHERS AKER S FARMS N0. 5 WOOD WALL LIES LINE
BLOCK 4 LOT 9 NORTH OF PROP. LINE
MH 1360-2 48"0 `�\\ ti ' `�\ l .� \ VOLUME 40 OF PLATS, PAGE 27 FOUND IRON
RIM=401.21 i i o I I r ` f x PE 0.80'
IE=386.21 I + j I w J
(CEN CHN) : I, ,� o I I d \ �� L \\ S 88'15'11" E 299.62'(C) 300.00 (P) -- ------ ---------------------
--� �/�� --- - ------------I ----- F ---\
o, ::::...I. I.:.:. \ \ - - Ir -�! - \�\ _ -� �\`\ I -- ---- ------------------------------ 406 ----_PROP. OR. _
I
I
I Lu .9 I a--------- \ -` IA
-r- - - - . - - - - - - - - - -
:\ :T: " ::. I a \\ �� - ---�---------------------- - FOUND REBAR &
I \ - , CAP LS 28238
�0" �::i: / ii :. e I `\\ \\ oo\ �' ------------------------- �. 10.43'N43'WOF
W 1
PROP. COR
- LOT2 \ ` _ate----------' I
\ \.
�I: -I:::::::- I �, d".•I '' e \ 5,100 SF
:d
in
TAX PARCEL I
s� -- I , W I .� #0087000265 a I
{ 1 WW \
LOT 10
TAX PARCEL
TAX
008 PARCEL000300
11011
•LOTS
LOT 4 LOT 6 I `.
17015 108TH
17019 106 TH ' I ' 1 W= 6, Oi`39� SF 6, 000 SF LOT 5 7, 202 SF I 3
I I .j.:': 1 I Q ♦: I �. I
A VE SE 6,556 SF AVE SE
CONSTRUCT WATER AND SEWER
�o I ° USE EX. WM FOR v
WIW W LOT 1. ADJUST PER APPROVED SOOS CREEK --___ ; ,1 - LOT 17
;u::. AS NECESSARY LOT 1 \� WATER AND SEWER
::::: 1 N �% CONSTRUCTION PLANS. ' • �f I _ �l \
MA
y I �
:a l 'rPVC SIDE -
SE!K
SL=an2MIN. `�... 3/4"WATER a ----- - ---- /
' I d TYP �.\. SERVICE rYP t ; ':-Ta i�-----------� - TAX PARCEL
I I '9a ° d- a\ \ " #0087000298
6 a a. ° n e �l ' D SD 2 BLOWOFF
WWW .ARE 1-IYL�R*L W W W " "' W W W W W W W _- O d d 'd Y d R O \ 17019 108 TH
W W W W W W W •Y W W W W W a EDUCER d AVE SE
... W W W
I all I \ W W W W W W W W W W W W W W W a ��
W \ W =
243'-4" DIP, CL 52
S 170TH PL o0_-- - --- -__ _ W
� 267 - 8" PVC ®SL=0.024 - �-
J I _
R/M=393.18 � ,J- -- 55 - 8" PV S �SL=0.1162 ss Ss-�- 12+00 ,'
IE=378.18 I I I �' Ss , -
I ss 13+00 ` MH 1360-4 4870
(CEN. CHN) I I: oN : :: i I � ` ,' - ss
I W ' sD / ss RIM=397.90
W Wp _SD I IE=390.98
' ' -,.: I .. �• W W q • " • Q. � - W W �. - ° (CEN.CHN)
I ��� : ,, \ W W W W W W J✓ / W W W W W W W � - W ��J,'�����''�����/\�J�/�J/\��� W W W W /'d W W W � W W W W W
W W W d. . O. •v •v
N.- We. W e W..G We W.a .W :a WWW W o -.<'.. .. W W W WIW W. W W l 1
e\ d odic a W W e W W W W W rl ✓ /
(� '\ % ` G G o: ./ ___ d d\ "a d a. .. a - W W W W W W W W W I W W W W j W T
EX. 12" C C VERT (REM.) ::.�. ::: �� T
LE.=391.89' ,� : I:�.'' W v�i \ i . --
a '
I
EX. 12" CONC CULVERT (REM. I i = W ' ° \ I \ \ MH 1360-3, 48">n d `\ ° �" 3'XI CONCRETE PADI SD
I.E.=390.71' I I ::: W I \ RIM=394.67 , a \ = OR STREET LIGHT I I
W \ IE=384.57 1 d ' a ° POLE BASE. SEE
I W W I \ a° _ ' a ILLUMINATION PLAN
� I \\\ I \ (CEN. CHN) W W W `\ 1 1\ \�I ' BY OTHERS (SHEETSII e
�o I �+�: I W W W I \ LOT 111 , 1 12 & 13) (TIP) I I N
I. o: :::: a 3 I I 'I d�' `\ 1 1 I UNDERGROUND ALL DRY
t:�:{: ";�: I W \ o \ I 5,100 SF 1 1 ' I UTILITIES PER CITY & '
" \ 1 FRANCHISE REQUIREMENTS
TAX PARCEL & RECOMMENDATONS I I TAX PARCEL
#0087000203 I
#0087000295
,I. ' LOT 16
I \
4SEEX. WMFOR `\ �' , 50T10 / LOT \`�
qOT 11. ADJUST ` . L , 708 SF 1 , 17023 108 TH
®� :: k \ 5,7091SF _--' S,710 SF LOT 7 I�
17023 106 TH, i I : ' ' W w W L I S NECESSARY ��� ; - 7, 394 SF ' AVE SE
AVE SE ::I "a::: I, IWwWW \ / . 1
C-. I I I I d \\ .\ ,. , TAB PARCEL \ /
W--I 1 - 0087000270
I , W d v,
LOT 11
30, 22 F (EIE 110 VO UM
--
:::��:. 1 , CF (WA R UAL TY OLU
GRAPHIC SCALE
SCALE: 1 - 20
\
SO p c
m �: j I 1 / s SD - SD- LSD ----- SD SD L�0,0 �. FOUND REBAR & CAP LS
{ : , O SD , - SD
��� COR.37 0.4' N13'W OF PROP.
I K J THE PLAT OF ' /
. Doti I 17024 106TH ,- S 88'13'37" E (C) 300.00(P) CHAINLINK FENCE RUNS
AKER S FARMS NO. LOT 12 299.77'
Q {.
%. f : : I :::::: \ I ALL POWER LINE TO BE UNDERGROUND ALONG AVE SE BLOCK 4 ALONG PROP. LINE
:: : I / , i I I FRONTATE AND THIN PLAT PER UTILITY VOLUME 40 OF PLATS,
PAGE 27
COMPANY STANDARDS. DESIGN BY OTHERS A_7 -404101 W-404101
Iy , NOTE:
TAX PARCEL
00870002131 ' ' ' THESE PLANS ARE FOR REFERENCE ONLY. I N COMPLIANCE WITH CITY O F RENTON STANDARDS
# � ' � � � � ' � REFER TO APPROVED SOOS CREEK WATER
AND SEWER PLANS FOR CONSTRUCTION.
MATCH Ll ' 1 1 = ' I \ DEVELOPMENT ENGINEERING
N
O
O
STA. 23+ 5Michael Sippo 06/22/2023 p
::�:G::�:�:�:��� I I I I •►�
IVIL1700 NW GILMAN BLVD, STE 200
ISSAQUAH, WA 98027
PHONE: (425) 821-5038
5 PER CITY OF RENTON COMMENTS
4 PER CITY OF RENTON COMMENTS
3 PER CITY OF RENTON COMMENTS
2 PER CITY OF RENTON COMMENTS
1 CONSTRUCTION PLAN SET
NO.1 REVISION
TLK
1-6-2023
NEM
SURVEYED:
TLK
9-JO-22
NEM
DESIGNED:
NEM
KAL
5-18-21
KAL
KAL
6-17-19
KAL
DRAWN. TLK
KAL
9-24-18
KAL
CHECKED:
NEM
BY
DATE
AP P R
I APPROVED:
NEM
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
• CITY OF
RENTON
Planning/Building/Public Works Dept.
Renton Subdivision
17018 & 17022106th Avenue SE
Renton, WA 98055
WASTEWATER & WATER
UTILITYPLAN
DATE:
1-6-2023
FIELDBOOK: O
PAGE: N
DRAWING NO: W
SHEET: 5 OF,
1