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PROJECT STA TIONING
STA TION 2+00 IS PERPENDICULAR
TO THE NORTH PROPERTY LINE.
*24"F
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/ . 8"DEC(2)
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2400
\ 1
FO JND REBAR A D
P AT GRAD
"MHT 947 ' \
o n I E 1'
I � �9�21 �
ABANDON EX. SIDE
SEWER, PER COR / �� ,/ / Q
STANDARDS U) I I �` -14"F
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\ OF
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5 Dry \
I' 1 I' 1 coco
V X
W W
I l1 1I r
*26"F 1
3 INSTALL 1 " PE WA TER
�Q
SERVICE, TYP 1 I � 49 LF 6" PVC �
co I 1 SS ®10.29 \ x
2 CONNECTION TO EX. -i
8" WA TER MAIN x x _
I � 1
Xf U) �-�
1 W yy
CONNECTION TO EX.
8" SANITARY SEWER 1 ssI S
(8" IE 425.4' f) 1
1
OCONNECTION TO EX. e
(8"SE 425.4' f) SEWERANITARY W I W
SSMH
TOP 434.25
8" PVC (W), 8" CONC (N),
8" CONC (S)
CENTER CHANNEL
ELEV. 425.4?
2 STA. 1412.64 Q_,T'
CONNECTION TO EX.
8" WA TER MAIN
EX. 8" WA TFR
MAIN In
In
C,
CONNECTION TO EX. 8" WM
1-8"X6" TAPPING TEE (MJXFL)
1-6" GA TF VAL VE (MJXFL)
THRUST BLOCKING
1 STA 0+71.00, 21.2' RT
INSTALL FIRE HYDRANT ASSEM&
I�0
/I \ to X
L
149 LF 6" PVC
WED, 1+00 •v \ 1 7 SS ®11.07 1
Ii1
1 6"F
N87°
1
I I '
1
1 0..
\
mEP b \
1 �b
32
0
FUTURE DRIVEWAY SHOWN
FOR REFERENCE ONL Y,
TYP.
I
I
SSCo gi 5 L -
RIM 434.0' O
6" IE 430.7'
16 LF 6" PVC J _
SS ®2 09
\ SSCO �2 O
RIM 434.E
6" IE 430.4'
SS 0 11 O
RIM 434.6'
6" 430.8'
INSTALL 1" WA TER
METER, TYP 4
x
W O \♦
s I m
FEN ' S. P/L L
REB R
CATCH BASIN
TOP 433.33
6" CONC IE 432.30 (IN-W)
8" CMP IE 431.28 (OUT-S)
CATCH BASIN
TOP 433.61
R" r nKi!` IC A01) Of) /!ll 1T C\
T / I 9-02 21
05/23/23
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
FUTURE BLDG OUTLINE
SHOWN FOR REFERENCE
ONL Y, TYP.
SHED ON I �
CONC SLAB 16"DL� oA x
��/ \-�\1'
XFENCE p.5W. OP/Lo
TREE CANOPY \ /
LINE (TYP) \ g32 307 6
N87°59'50"W 111.12'
\ , \ FOUND 1/2" REBAR AND
\ \ ♦ CAP IN 5" X 5" CONC
"MHT 9470"
E. 0. 1'
\ \ \ \ 09-02-21
LOT e �3 I �\f � X so
BUILDING PAD
EL. 433.75�o
L
10r�0�
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LOT A
BUILDING PAD
EL. 433.75 I I
I l�-�J ■ I
♦00,� J� L
TEMPORARY TREE X x L\
PROTECTION FENCING.
EXCA VA LION NOT TO
EXTEND INTO THIS AREA.
FENCE CROSSES P/L / 0 ED
U D Uk')UgND
7 Yr
Y'0 t 5)
10" -A
N87°59'46"W 114.15'
as
UTILITY PLAN
SCALE- 1 "--10'
NO. I REVISION
5' T L L n
CEDAR HEDGE \
F±] PROPOSED POWER
POLE, TYP. J
' \ 0Y OTHERS)
PROPOSED OVERHEAD
w POWER, TYP
Q (BY OTHERS)
SURVEYED: SCALE:
DESIGNED: 1 "=101
SC
DRAWN:
cc
ONE INCH
CHECKED: AT FULL SCALE
SC IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
SC
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
I� SSMH
TOP 432.03
IE 427.63 (8"
I BOTTOM ST
ELEV. 427.6E
NO CHANNE
I
I
•
1 CITY OF
'R RENTON
vall•
Planning/Building/Public Works Dept.
®UTILITY CALLOUTS;
1. INSTALL FIRE HYDRANT ASSEMBLY, PER CITY OF RENTON STD. PLAN NO. 310.1 (SEE
DETAIL 1, SHEET C4.1). INSTALL CONCRETE BLOCKING, PER CITY OF RENTON STD. PLAN
NO. 330.2, TYP. HYDRANT SHALL BE LOCATED X BEHIND FACE OF CURB.
2. CONNECTION TO EX. 8" DI WA TER MAIN, PER Cl TY OF RENTON STD. PLAN NO. 320.1. TYP
(SEE DETAIL 2, SHEET C4.1). INSTALLATION SHALL BE PERFORMED BY CITY FORCES A
SEPARA TE WA TER PERMIT IS REQUIRED.
J. INSTALL 1 " PE WA TER SERVICE, PER Cl TY OF RENTON STD. PLAN NO. 320.1, TYP (SEE
DETAIL 2, SHEET C4.1).
4. INSTALL WATER METER BOX, PER CITY OF RENTON STD. PLAN NO. 320.1, TYP (SEE DETAIL
2, SHEET C4.1) (TYP). SEE UTILITY NOTE 1.
5. INSTALL SANITARY SEWER CLEANOUT, PER CITY OF RENTON STD. PLAN NO. 406.1, TYP
(SEE DETAIL 4, SHEET C4.1).
6. CONNECTION TO EX. 8" CONCRETE SANITARY SEWER MAIN, PER CITY OF RENTON STD.
PLAN NO. 406.1, TYP (SEE DETAIL 4, SHEET C4.1).
7. INSTALL 6" PVC SANITARY SEWER STUB, PER CITY OF RENTON STD. PLAN NO. 406.1, TYP
(SEE DETAIL 4, SHEET C4.1).
UTILITY NOTES;
1. DROP IN WA TER METER WILL BE INSTALLED BY CITY FORCES. A PERMIT FOR THE DROP
IN METER IS ISSUED CONCURRENTL Y WI TH THE BUILDING PERMI T FOR CONSTRUCTION OF
THE NEW RESIDENCE.
® STORM DRAINAGE CALLOUTS;
1. PROPOSED STORM DRAINAGE DESIGN (SEE SHEET 00).
FLI ELECTRICAL CALLOUTS;
1. PROPOSED ELECTRICAL DESIGN (BY OTHERS).
UTILITY CROSSINGS;
#
UTILITY*
PIPE DIAM.
BOTTOM
TOP
SAPARA TION**
Xl
EX WA
8 IN
430.2'
430.8'
3.4'
SS
6IN
426.3'
426.8'
X2
EX WA
8 IN
430.2'
430.8'
3.4'
SS
6IN
426.3'
426.8'
* ASSUME X COVER ON EX. WATER MAIN.
** PROVIDE SAND CUSHION FOR <1.0' OF SEPARA TION.
W-423401 S-423401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING � '
�r
AWeihs 08/08/2023
DEVELOPMENT ENGINEERING
NJanders 08/04/2023 '
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:---
PAGE:
UTILITY PLAN DRAWING NO:
C4.0
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 8 OF:12
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