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/COCB 8073 TYPE I/
RIM EL=148.80
c� N 12"CMP(S)IE-145.45
CB 8032 TYPE II o 18" CONC(N)IE=145.40
RIM EL=148.75 /
6"CONC(S)IE-146.50 a i z I CB 807) T PE I
_ RIM EL=148.60
C 4°PVC(S)IE=146.59
4" PVC(W)IE=146.53 /
� II°
+ I / LOWER EX SEWER
o Q I IN MANHOLE RIM TO
/150 J8
NOT LOWEPED PER, CONTRACTOR•
EXISTING 3/4" DOMESTIC WATER I ss
METER AND I " SERVICE LINE TO
REMAIN. INSTALL DCVA DOWNSTREAM o ,
OF METER AND PRESSURE REDUCING I °
VAL VE PER C. O.R. STD PLAN 340.5.
FlL TER FABRIC
(3 S/DES)
6" D/A. PERF.
P/PE WITH TEE
WASHED DRAIN
ROCK 3/411-1 1/2"
18.9
FRENCH DRAIN DETAIL
;r4
146 TYPE 1
L=156.68
(NE)IE=155.45
P(E)IE=154.77P(N)IE=154.70
P(N)IE=154.55
/ 12"CMP(S)IE=154.5317,
n
50' MIN. VEGETATED FLOW PATH
#8074co
��CID
EL=150.37 EXISANG FIRE T %
'C(S)IE=145.17 HYDRANT
C(W)IE=139.02 / , SDMH 81 7 TYPE II
a VC(S)IE-138 EXISANG IRR/GAAON METER RIM EL=15 .10
VC(N)IE- 8.62 TO REMAIN. CUT AND CAP 36"CMP(S)=151.70
EXISANG IRR/GA AON LINES
00
'�- w s
a.
10' ROADWAY &I
O . n UAL/AES EASEMENT I
REC. NO.. 8610311897 ° 1 � • 4 � • :� a. 1 I �
A. 7f33, 67.24 L T
of 2-48'1' n ° SDMH 8148, TYPE II / ❑
RIM EL=158.93
lE IN�(E)S� 36"CMP(N)IE=151.48
SD -- - y 12"CMP(W)I€=151.28
IF IN �� (5) SD p�� a
lE OUT �7(W) CB 809 TYPE'
RIM EL- 5 .7%
I ° 1..... 8"CMP(E 15.1Z
, a
I T ° I I I �0
a /
s• ; o
w 5 I<
STING 3/4" DOMESTC CU - ZCLEANOUT NOS 12" SQUARE CATCH BASIN
ER METER TO REMAIN. \ T A f �f88, 72.56 L T a WITH 1245 BOTTOM OUTLET
1�0 162.02 RlM�
161.94 RIM 2
RIM 169-2�159.96 6„ lE 158.00 161.24 4" lE OUT �E�
N I 6" lE /N� (E) • 6 /E 158.00
6" If- OUT 455 Z(N) I
I ��156,2 FOOT/NG DRAIN
CONNECAON
a b a • I 4" lE 158.44 -
25LF 6" PVC
,/ SPLASH BLOCK
0o N 0 0.0908 MAX ROOF
50, MINVEGETATED FLOW ATH AREA 700SF
n
�C o
I30LF 6"
I ' 00.0127 \:
a TRANSFORMER.- - - '
(INSTALLED
26.26 °• • W/WEATHERLY) \ CLEANOUT PER - ------ -- _ „ - - -- -- ----
(AB) I STD PLAN 226.003 6LF 4 PVC
2-.3" SCH 80 GREY _ RIM 164.40 01 ®0.0100
CONDUIT (INSTALLED 4" lE 158.38 � - � �s-
W/WEA THERL Y) "
o oHF6" If-158.38oH w -oHP HP
PEk
NO SCALE
3LF 4" LCPE rn
18LF 6" PVC
00.005
_ -16J 64
5LF 6" PVC _6 _
00005 �
-6 "X4 TEE
6" IE 160.89
-8LF 6 PVC _ \_
PER STD PLAN 263.40
0 PLAN 226.00 -
a 20 ROADWA Y EASEMENT
REC. NO. 597JI81 -RIM 163.00
OHP - \ / 6" If' 159.59
/ P ° Qo cB So91 TYPE G NEW 10 AW ITR MAIN TO BE
RIM EL=156.16 21LF 6 PVC
15 WATER (INSTALLED BY WEATHERLY 00.005 F[
�12 PVC(S)IE=154.17 UTILITY EASEMENT INN PROJECT PER CITY PLAN F
fi2"CMP(N)IE=154.11 NO W-4036 IOLF 4" PVC
°.I RSAH EL 81516.76 \-------
CO 0.0610 0
CRETE INLET
al RIN EL 156. 146.21 FIRE HYDRANT RIM 162.42
a a 12 PVC(N)IE=146.06 (INSTALLED BY 6" If- 161.67
WEA THERL Y INN) -
I o °a.. -
rn
°a
REVISION
RD
.0
DIRECT UP TO 700 SF OF
THE EXISTING ROOF TO
THE PROPOSED SPLASH
BLOCK
r--
I
i
I
SDCO I 3
RIM 462-7;5-162.44
6" 1IF 1161.45
37LF 1.5' WIDE FRENCH DRAIN PER
DETAIL THIS SHEET. SET 6"
PERFORATED PIPE AT 0.57. SLOPE
I ; I
I I
FIRE SPRINKLER ROOM WITH DCDA
PER STD PLAN 360 5. SEE DETAIL
THIS SHEET
6 X4 TEE
6" If 161.01 I
SDCO
RlM 162.75 I ; I
6" If 161.09
15LF 6" PVC I I
00005
3LF 4" LCPE I I
- - ADS 12" SQUARE CA TCH BASIN e I
WITH 1245 BOTTOM OUTLET
RIM -16z. 162.12
4" If OUT -*4.E7-161.27 I
4" /E 161.22
_,3'-8 X2-B�HAND HOLE
(INSTALLED W/W£A THERL Y) - I G -
W ELEV 16J 17 (AB) G
REC. 26LF 4 Dl FOR F/RE
(TO BE INSTALLED BY R
RFD _WEATHER[ Y DEVELOPMENT) D
1- 8'X4" TEE (M✓YFL)
1- 4" GATE VAL VE (FLXMJ)
FIRE HYDRANT (INSTALLED BY WEATHERL Y INN)
TO BUILDING FIRE
SPRINKLER SYSTEM
FOC
(MUST BE Wl 50'
OF A FIRE HYDRANT)
_ - - POST INDICATOR VAL ICE (M✓)
WITH TAMPER SWITCH
- (MUST BE WITHIN 50' OF A
FIRE HYDRANT) (AB)
166
TO FIRE SPRINKLER
SYSTEM
DOCA ASS
Y PER
C. 0. R. STD PLAN 360.5.
SEE DETAIL THIS SHEET
Of 43.55
4" DI 1-4" HORIZONTAL BEND (MJ)
CONIC BL OCKING
Of 40.06
1-4" HORIZONTAL BEND (Ud)
CONC BLOCKING
Ul
�68
Of28.47
1-4" 45° VERTICAL BEND
CONIC BLOCKING
0120.47
1-4" 45° VERTICAL BEND
- - - - CONIC BLOCKING - - /
s
S
Of 14.48'
1N8"x4" TEE (MJxFL)
- off P CONIC BLOCKING oHR
FIRE LINE DETAIL
SCALE. 1" = 5'
170
160
150
z
FF OHP
34.48'
W=
L',
v
U
DE
C9
�n
W
T If 16J 50
WEA THERL Y)
1�
6
'
5LF 4" Dl
L
8LF 4" Dl
4" lE 159.50
4 LF 4" D/ SLEEVE
(CITY INSTALLED)
11LF 4" Dl
POST INDICATOR
(AB) VAL VE
FIFE LINE
HOR/Z.
SCALE. 1 "-10
. . VERT. SCALE' 10,
NOTE THAT THE FIRE SPRIAIKLfR SYSTEM FOR THE NEW ADDI AON TO THE
BUILDING CANNOT BE OPERATIONAL UNAL THE WATER MAINS
IMPROVEMENTS FOR THE ADJACENT DEVELOPMENT ARE CONSTRUCTED AND
ARE OPERATIONAL. A TEMPORARY AND/OR FINAL CERAF/CATE OF
OCCUPANCY CANNOT BE PROVIDED UNTIL THE F/RE SPRINKLER SYSTEM /S
OPERA TIONAL.
R-409406
�Q
SCALE: 1" = 20'
0 10 20 40
FINISHED GRADE 170
12 " STORM
4" lE 155.50
6LF 4" Dl
160
150
0+50 0+75
PROJECT NO. 18242
`t gIDEKO
.•OF'IYASy�,''9�,
i I CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,p, 41846 o '� PLANNING
•Fc�sTEg�:•`� SURVEYING
DESIGN
FSS/ONAL ENS\
11-Lf-ZI 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECORD DRA.WING
SURVEYED: SCALE: DATE:
ROW VERTICAL• A AD 1 1988 CITY 0 F OCT 2021
HORIZONTAL- NAD 9988 1 •
DESIGNED: SHIV
FlELDBOOK:
DRAWN:INCH DATUM UTILITY PLAN PAGE
SES ONE RENTON
• DRAWING NO:
CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C4. 01
IF NOT ONE INCH
DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 9 OF: 11