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SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
�T �
I / _ /
I i 1. 5'
p� �I Oa�ti
0 10 2 � ° x I
""*24"F
b�°
/ SHED ON �/ I
HORIZONTAL SCALE CONC SLAB I 16"D °A x / \cn
I IN\ I
SSMH
TOP 434.25
8" CONC (N),
8" CONC (S)
=R CHANNEL
ELEV. 425.43
FENCE 5' IL
o N I 18"DEC2/ W. OF P/L A O
10 u FUTURE DRAINAGE COLLECTION \ , l
1 SYSTEM TO BE INSTALLED W/
/ TREE CANOPY
LINE
LINE G DEVELOPMENT OF LOT B (TYP) \ I X \ Aar 307 .O x
432.24
V'� I
18"F/ I PF 4 1.19 \ GN�31. 0 oA EG 4a1.991
I� o
/ I
1 - . N 87°59� 1 2 - FG 433.11 O TC 432.84
_ _ FL 432.34 2 Oq
43� _�
FO ND Zf'REBARA D �� �\ 431 - ------ - - - - - - �� o �
}�P AT GRAD
U -
, "MHT 947 ' � �
---------- c■
a• °, o
o E 0.1' \ / . - TRACT A o /
r I 09 62-21 v\ ti`' �\ \ (STORM
1FR) 3AR AND430.67 �o TJR
1.67. 2. a + 37 LF OF 12" DI SD a
a1 x� • \ \ \ 0 4. 79 (PRI VA 7E)
714"F 1 1.5Z 432 \ \
I ° FUTURE BLDG OUTLINE \ \ �N�
SHOWN FOR REFERENCE SD AREA DRAIN 1
ONL Y, TYP.
I 1 RIM 431.0 -
\ 1 / 6" IE 428.7' 1 • � j2.
� �
LOT B " a 0
I \i o F A° j ,°� BUILDING PAD 9LF 6" PVC SO
I EL. 433.75 °
® 15.67o (PRIVA TE) °
VANED GRA TE 10
} I FUTURE DR/VEWA Y SHOWN 2� 1 - 10 / \
I ♦ 433 FOR REFERENCE ONLY, I O O a
%<, I TrP I I I I I Idlll
EG 432.78 EG 433.12
4.3q
® STORM DRAINAGE CALLOUTS;
1. INSTALL STORM DRAIN CATCH BASIN TYPE 1, PER CITY OF RENTON STD. PLAN NO.
200.00, TYP (SEE DETAIL 1, SHEET C3.1).
2. INSTALL STORM DRAIN CA TCH BASIN TYPE 2, PER Cl TY OF RENTON STD. PLAN NO.
201.00, TYP (SEE DETAIL 2, SHEET C3.1).
J. INSTALL CONCRETE INLET, PER CITY OF RENTON S7D. PLAN NO. 200.30, TYP (SEE DETAIL
3, SHEET C3.1).
4. INSTALL STORM DRAIN CLEANOUT, PER CITY OF RENTON STD. PLAN NO. 403.1, TYP (SEE
DETAIL 4, SHEET C3.1).
5. INSTALL FLOW CONTROL STRUCTURE, PER CITY OF RENTON STD. PLAN NO. 237.00, TYP
(SEE DETAIL 5, SHEET C3.1).
6. INSTALL DETENTION FACILITY (SEE DETAIL 1, SHEET 02). INLET PIPES ON N, E & S (1E
o
= 427.5). INLET PIPE ON W (1E = 427.0).
7.
INSTALL VANED GRATE, PER CITY OF RENTON STD. PLAN NO. 204.00, TYP.
EG 432.74 EG 433.08
8.
INSTALL SOLID LOCKING LID, PER CITY OF RENTON STD. PLAN NO. 204.4 AND 204.5, TYP.
4 2X
9.
FOR ADDITIONAL INFORMATION ON THIS STRUCTURE, SEE DETAIL 2, SHEET C3.2.
-
10.
INSTALL INFIL 7RA 77ON FIL TER (SEE DETAIL 8, SHEET C3.1).
" 2
8
11.
24' DIA. ACCESS RISERS (TO GRADE), TYP. (6 PLACES).
RIM 432.5'
12.
INSTALL FINE SCREEN MESH OVER DOWN -TURNED ELBOW.
12' 1E 425.5' (OUT-S)
g
SOLID LOCKING LID
�
O
STORM
DRAINAGE NOTES;
3
RIM 432.3'
12' IE 429.3' (OUT -SW)
9
1.
FOR QUEEN AVE NE STORM DRAINAGE PLAN AND PROFILE, SEE SHEET C3.2, TYP
VANED GRA 7E
2.
FUTURE, ON -SITE GRADING AND CONTOURS SHOWN FOR REFERENCE ONLY, T1P.
EG 32. 71 EG 433.04
4. �x `
J.SURFACE
WA TER STANDARD PLAN NOTES, PER CITY OF RENTON S7D. PLAN NO. 267.00
AND 267.10, TYP (SEE DETAIL 6 AND 7, SHEET C3.1).
1
F
I � I
UTILITY CALLOUTS'
10 LF (TYP) 6" PVC SD ® 0I I I I I I 5%2.
29
(STUB FOR FUTURE BLDG I I I I I EG 432.69 EG 4133.02
a ROOF/FOOLING DRAIN) 15 LF OF 6" PVC SD I I I I 0 2 4.1% I
1 (6' 1E 428.0) (PRI VA 7E) 02.09 (PRI VA TE)
II • I I I 11
° SD YARD DRAIN 2
O O SDCB 5 TYPE 1 i I I i RIM 430.7' O
26"F RIM 431.7
I 1 �4)
6' IE 427.5' (IN-N, S) lI 8LF 6PVC SD ®156%
(OUT-E, WINE) I i i I W / (PRI TE)1 1
VANED GRATE
W `V 1 - 434 I (PRIVATE) VANED I
I II GRATE I I I I I I p °.. LV
FG 434.00 A L i i i i 10
\EJ
4 I i I I i I 1 I EG 432.67 EG 4 2.99
fL
W 433�f1 x x 10 LF 6' PVC SD ® 2.07o I I I 2. 6 r. 4.0%
\ • ���q� a ! -- (STUB FOR FUTURE BLDG I
/ I � �a 1,5% ��� �
f �� a� i ROOF/FOOTING DRAIN)
,: FG 434:30 4 2 r ,
a c 1 (6' IE 428.0) (PRIVATE) I i i I acn
1 °.cn
I� xo .
a. .a I l F6.434:MUN 434.60 ii t W
I I
Z
1 � SSI S ° a• °..
S
A
1.59. 2.09
I Ico
o
S FG 433.E FG 434.20 a 1 I I I I I �`� I I 1 I `EG 432.59 EG 432.87
_ e DETENTION, TRENCH .0� 5 I I 13.2. `� i/ 4.0�
DIM. 84 Lx12 Wx5 D 5I I I I -
1 ° w (A=1, 008 SF)
1 X", a a FG=431.5'
P I TOP=430.5, -54
'
c r " ,� O I
,� x____ '� 1 12 /E 425.5 �, CONTROL STRUCTURE I I I I � SD YARD DRAIN 3
1
_ _ _ .4 BOTEL. 425.0 RIM 432.3 I I ° RIM 431. 0
Y ♦ 12' IE 425.5' (IN-W) I I I I 6" IE 428.7' (OUT-W)
1 ♦ %° a 12" 1E 425.5' (OUT -SE) I I I I \ l 1 / 8LF 6" PVC SD ® 15.69
w 0 wv 1 ^�(PRIVA 7E) SOLID I I I A o a t o
(PRIVATE) VANED GRA lE
•wv 1 1 ; °..� LOCKING LID I I I I I I 10 a EG 432.55 EG 432.74
1 d.�
1 LOT A A " 1 I j l I I ti A I r 1.9z l
/ I BUILDING PAD 7 LF OF 12 PVC SO I I I I ' cn
I 1 ' EL. 433.75 2� 0 0. 07 (PRI VA TE) I I I I I I 37 LF OF 12 PVC SD I
1 6"F 1. :.. I I I ® 0.81w. (PRI VA 7E) I I
LJ
I 1 N87° 9'�. x . xk3 I
1ir
o.. 4 °X t o I X
1 XTEMPORARY TREE ♦ I
I PR07EC77ON FENCING. �� i
I I
1 / a EXCA VA 77ON NOT TO I /
1 EG 433.7/ I ► EXTEND INTO THIS AREA. +� I "�°�
a I EG 432 40
\ I 1 ♦ a� EG 433 88 < 1 �, 2 WM "
o �i , °EG 433 88 ° G 433.84 , FENCE CROSSES P/L / `�% S11-5
-
I a _ '� 5q 04 44 1 1 o I RIM 432.0
x w �° . ° 10 12 LF OF 12" PVC SD \ ° _ 16 l N 12" IE 424.9' (IN-N, NW)(OUT-S)
a ® 0.59 (PRI VA 7E) o �b SOLID LOCK/NG LlD
=Not#�� < �TMItLI�LF� s = 5' -I 12 1 ��
o FEN S. P/L M N87°59'46"W 114.15' RIM 432.0 M
CATCH BASIN J
TOP 433.33
6" CONC IE 432.30 (IN-W)
8" CMP IE 431.28 (OUT-S)
CATCH BASIN
TOP 433.61
R" r niki!` IC A00 0A /!ll 1T C\
F U
EG� 0 597
EG 4 3.43 09-02-21
I
05/23/23
as \
GRADING & D
SCALE. 1'=10'
061
12' IE 428.3' (IN -SE) 4 °
CEDAR HEDGE 12" IE 428.3' (OUT -NW, W/DTF)
SOLID LOCK/NG LlD � EG 429.97
27 LF OF 12" D/ SD FG 4J2.62
® 2.07. (PRI VA 7E) EG 429. 89 EG 431
NA G E PLAN v O RIM 431.8'
7O12" IE 428.8' (OUT -NW)
VANED GRA 7E
SURVEYED: SCALE:
DESIGNED:
SC
DRAWN:
CC
ONE INCH
CHECKED: AT FULL SCALE
SC IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
SC
I
EG 432.26
200 32q '2.03
.63 (8" PVC (OUT-N)
BOTTOM STRUCTURE
ETC 43 . 5 I I ELEV.427.66
FL 431. NO CHANNEL
I I
o I
N I °
G I
VERTICAL. NAVD 1988 •
HORIZONTAL: NAD 1983/1991 CITY OF
R
RENTON
Valor
DATU M
Planning/Building/Public Works Dept.
1. FOR PROPOSED SANITARY SEWER DESIGN, SEE SHEET C4.0, TYP.
2. FOR PROPOSED WA TER DESIGN, SEE SHEET C4.0, TYP.
PL/7RACT TRACT/ROW
I I
1 1.0' 1
1 I
5.5' j
5.0'- 12' DETEN7ION I 10.0' LANDSCAPING
FACILITY
1 DETENTION SECTION A
C3.0 SCALE- NTS
TRACT/ROW
C.L.
0. 5' CURB I SAWCUT
3.5' 5.0' 8.0' 13.0' 7.0'
1 PLANTER DRIVE LANE (VARIES)
I 1.5% 29 1 27.
VARIES
3�(MAX) 1
1 SIDEWALK
I
10. O' LANDSCAPING
B QUEEN AVE NE SECTION
C3.0)SCALE- NTS
C.L. ROW ROW DEDICATION
I EXTRUDED 23.0' 1011
CURB 0. 5'- 1
3.0' 13.0' 18.0' 5.0' 1
EDGE OF DRIVE LANE PLANTER/LANDSCAPE
PA VEMENT
1 y 1 VARIES 1.59 1
I n I
SIDEWALK
PIERCE AVE NE SECTION
Jv^"""J R-4234 05
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING SURFACE WATER UTILITY
AWeihs 08/08/2023 J Farah 08/11 /2023 '
DEVELOPMENT ENGINEERING
NJanders 08/04/2023 '
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:---
PAGE:
GRADING & DRAINAGE PLAN DRAWING NO:
C3.o
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 5 OF: 12
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