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SCALE: h"i = 30'
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0 30.01 I �P P 12" If-\IN\496.(� 51 N 41
\ 5s3 I F' \ 12" lE IN 496.64 (NE) i
- \ �" 12" lE OUT 496.51 (W)'. 1212�1,051E SF
w IE= 6.11 I 12 I � 12" If-/N 496.64 (E) TR.F
----- \ /
2"CONo s IE=4 6.8 so-- 8751 12 /E OUT 496.64 (W)
8
4 52 x
UTILITY CROSSING, I 1,q l 1 • : 1 q 51 f SF \ I - - - - \ \
SEE TABLE ON ° l < \ \ 7 _
�$SHE'�\\ I 9 I25LF 12" PVC
� 8695 874
ET C4.02 ssto 9, 335t SF 87 �000051 3760
CO �ROW �� _ s I
I SOCO 9A
1, 070E SF I `vlI I " �jRIM 7.31 1a <I . i \ R/M 487.66 I SOCO 99 I \ I i \ o
41LF 6 PVC 6 /E : 74. 00 <vf \ 6 /E 464. 72 RIM 499.62 o h o
.. .
163LF 18" PVC ® 0.0245 1 ° o I I I
00.0364 I I 30 I ` ° `o ° 100 0 6 /E 486.17 o\ \ S
35 I `�- = '_ ` . - ]- - 28 I \ o rn » o STA. 51J4. 48, 12.2`5
- ��� 25LF 12 PVC
\ I - - - L- - - - TYPE 1, WITH VANED GRATE I 91100E
SDCO 11 - - - 0 0.0050 \ 1 R/M 49 .97
s I I I
\ 36 I M 121c N IE=475.6 27 39LF 6" PVC 3.3LF 6" PVC \ 1 `I V2" lE / 494.51 (W)
12"CPE =4 0 0 0185 » I 1 Soo \ 6N
Zt-\ 0 0.0658 I 1l` 4E�UT 494.51 (SE) I 818E"� � � SD 0 8 I I I DO0� 7 \
6 /E 465. 4LF 6" PVC o 29 S CO l0A _ - I / \ i I I
0 0.0050 1 RIM 485.80 I - - , _ R/ 49 .47 I " 97.92 / \ \ \ i I - I I
o I I
I r 16 \ 6 /E 481.00 1 I 48649 . 5f39.25a 12.2 L I 19,038 sF5 0-6 _4 6.001 I I b� / 95.41
L -6" lE 465.40 --- �- - 21 6» f 484.00 I I / i \
� I I
E 1 WITH GRATE 87ot + s I I I I
W DEN�ON I ,• \� 6 /E 481.00 I 61 IE� 484.00 / / 499.05 I I .•:1 - - r�Q I / 7LF 6 PVC sow , I !y'
III VI UL T w I \ �Y�\Nil �Y' » I I " /E /N 495.13 (W) \ 1 -49 S . 4f6 .92, 9�' R / 00.0050 so I i -
H I \ , I 44LF 6 PVC 10' PRIVATE 16LF 6 PVC- - �J
o I I
25LF 12 PVC I I " 1 \ - - 0 0.3526 IF OUT 494.63 O 42 0 0.1149 T E1`1, H-- � NED GRA-TE` CO 6 / O I Z I i
6 /E 465.40� I TR. E STORM EASEMENT 23LF 6" PVC 13 \ �IM 1497. 1 I i i f � 12.25 L I I I
B �� 0 0.1508, ; , � _ 8,134E SF � " RIM 497.92 / I
'`� I ¢v�o�„ 51LF 6" PVC CO 10B 004744 'R: � � - 12 E IN 493. (NW) � VANED GRATE I I
" A L FOOTING 10 I
- -(- I lE 495.37
TA. 1f05.18, 2 .21 R \ . ; 12 /E 465.40- 0 0.0586 M 499.25 " 6 IIE` �lV�
IN \ 10, 819E SF I \ 6 495.37 / I i I
E 1, N1H VA ED GRA I I 6 /E 484.00 49 62 i I I
» 25LF 12 PVC 11 / 50 (W)
M 473.20 18"C E4 s IE=471.17 0l -� \ I 6" lE 484.00 90.0160 , ,� � »/ 2" lE 50 (SE) � o
1 " lE OUT 469. 1 (E) I o 18 15 \ 8619 \ \ - - , - 498-��- \ 41LF 6 PVC 0 �A 5 I i G'B ,B
4" PP NE `I -4 I \ 12'" lE 467.40 \ \- - - - - �\ 9 \ s i ` s C� 0.0070 RIM 497.60 10, 014E SF I 72
\ - 872 - \ 496 \ \ » ... ,� � J •. \ � 6"� lE 495.09 I i TYPE 1� WIH,VANED A1�iE
�° ��rlSn� 34LF 12" PVC
I \ 30LF 12 PVC \ 1 •',24 \ 25 IE 495.09 \ B I - ' RIM 507.86
2"coNc %,�MAB 30.01 00.0172 Ss \ 00.0165 I ( ROAD A 33LF 6" PVC p8 12 SW78 5 i �icn11TFQT ()asta asts\ \ 11 00.0„.28 ���II � \
I ) n A. 03.2 , 90 - 25LF 12" PVC "\. \ \ 6 8 I » I W
s �/ 46LF >2 PVC
N iI R/M 49- -s I ZRIM EL=472.2 .51 00..0050 7 - -N - - - 0 0.0563S63.�5 19LF 6 PVC
18"CPEP(s)IE=466.6 \ TYPE 2-48; PER COR STD DTL 201.00 (TYP) 12" lE IN 49 . 2 (NW) CB „ -� L �0 0.0091 '•85- ' W
18" PVC (N) /E 67.68 0� I i ROUND SOLID LOCK/N LID PER COR STD DTL 204.50 (T�� 12" lE OUT 94.12 (SE) STA. 4f61.13 12.25' L I / 44 I CB 1- 0
12" PVC ( - IE 66.68 I -' RlM 476.00 T"�` WITH' VANED GATE I 54LF 12" PVC s 'STAI J
\ - „ s2 (/ » \ \ CB \ VEY U /C , TYPE if WITH VANED GRA I
12 /E IN 466.82 (NE) RIU 497.75 � 62LF 12 PVC STA. 3f 53, 12.2511;4 I
, I » » CB B 0 0.0279 s . Of 0 I \ \ I RlM 505.28
28LF 12 PVC 6 /E /N 467.32 (N) -- -- 12» lE IN 493.50\(Al� F 00.0160 STA. 3f26.36, 12.25' L \ 495. _ i 12" IE IN 501.28 (NE) I 0
\ 0.0049 12" lE OUT 466.82 ( - , 12 /E OUT 49350�(E) \ TYRf-1, 9f7]�/ VANED GRATE 1 I I U
A SEPARATE BUILDING I "=1= V - %'� I I 5 IE .1.5 \ 12 /E OUT 501.28 W
i \ I 828 I RIM 495.26 � l0 - - 348 i 0
PERMIT IS REQUIRED FOR I I I u
THE VAULT. W I \ IO�(NW) » 34s
/ 1 I 12" IF IN 4 0 I 98LF 12 PVC
\ I I 25LF 12" PVC I 000547
z /�
SEEB23000720 ol- - - - - - - - - - - - - - - - - - - - / C� �6 4
' 12" lE OUT �49 . S � - �: 3s
�� �� I 12 0 0.0061 43 � \ •? 23LF 12" PVC I I I
-- I 827 0 0.07 \8 TA. 2�f39. .
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------------- II I
I I \ I TYPE 1, -WITH VANED GRAI
Z-- 0 0.0232
w ' \
- i \ N I 26 \ 25LF 12" PVC RIM 496.95 9, �1 f 355 I
• a--�356 I
22LF 6" PVC 90.0100 12" lE /N 492.95 (E)
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Q I SDCO 13 0 0.0446A 37 6" lE /N 493.45 (N)
W ss - ss \s a2a �- - - - ---RX -494_4Z RIM 4-49-1Z JE-00L492�54,, s
� I ' \ � ` - - - 6 /E 490.97 \ \I -
6 /E 491.50 TR. G
Z I I I r - - �? » \ 83s 799E SF II
\ 22LF 6 PVC ~', %!----8363
-----� S_TA. 2f59.38, 12.25 L 8 1 100.0115 _�- \ l ; TR. H
I I _ _
- -TYPE 1, PER C0� STD OTL �B 7 I - -\- - - s 950E SF ti
WITH VANED GRA fE PER COR� / I t
` 5TA. 2f59. 1, 1225' R -502- _ 13s7
xSTD DTL 201.20 r(T�P) - / I4 I �- �
F - - ra2a2 X \ RIU 493.83 \ I 38 /TYPE 1, *T� / VANED GRA /T I al3ss 11
o i \� `3 12" lE IN 489.5t� (E) 22 l�'lM 493.8 3
" I lE /N 4 1.25E i
�J � "lE /N 490. 00 W) » O 9, 005E SF I I
\ IF OUT 489.75 W 1372 �
TR. C 12� lE /N 489.50 N) O I
L I I \ 306E SF I 12: E OUT 489. \O r . t I--->I373 �\
~ SEE SHEET C4.02 , L
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R-423014
PROJECT NO. 20134
lSIDEX0IN COMPLIANCE WITH CITY OF RENTON STANDARDS
pf WASy�,'�9?,
�.
; (� Z; CIVIL ENGINEERING DEVELOPMENT ENGINEERING
Z
LANDSCAPE ARCHITECTURE NJanders 06/07/2023
A�;•. �F 41846 PLANNING�o..��
DESIGN SURVEYING
FSS/ONAL ENG\
SURFACE WATER UTILITY
12100 NE 195th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 jfarah 06/07/2023
1 CITY COMMENTS SES 0 12 2 SHIM SURVEYED: SCALE: DATE:
/ / ROW HORIZONTAL- NAD ; 983/199 t MARCH 2022
2 REVISE WALL SES 3/7/23 SHM DESIGNED: CITY OF FIELDBOOK:
3 CITY COMMENTS SES 1 /25/23 SHM SHY
RENTON
°�"W" STORM PLAN PAGE
� 4 CITY COMMENTS SES 6 5 23 SHIM SES ONE INCH DRAWING N0:
CHECKED: AT FULL SCALE DATUM p • ��. 01
SHY Planning/Building/Public Works De t
IF NOT
APPROVED: ONE INCH : OF SHEET:
NO. REVISION BY DATE APPR SHY SCALE ACCORDINGLY 14 40
12"CPEP(W)IE=475.27
RIM EL=482.87
/C(N)IE=467.47
12"CPEP(W)IE=478
L
IL
_=
\\ C11/2/C
/ IE=502.62 I 12" CO - L\ \ z
\ \ I \ 2°CONS N IE=500.20
C 22 \ REMOVE HE EXISTING l
S 2*39.68, 20.28' R „ \ T
TYPE 1, PER COR STD DTL 00.00 (TYP) \ CUL VERT AND REPLACE WITH 12 /E 498.55 � I I \i \
I 12°CONC(N)IE=501.02 \
W/H VANED GRATE PER COR STD DTL 204.20 (TYP) I I 25LF 12 DI 0 0.0818 /I \ O I �/ \ \
I I 1 IOLF >2" PVC \ \ \
TYPE
78.16 I I / �,B 20
18" l OUT 473. 60 (5) I \ ( STA. 6� 34. 60, 12. 35 I L � ® 0.2151 \ \ \
\ TYPE 1, SOLD LOCKI/I�G LID l I I I I. 12" lE 498.72 \
12"GONG IE=477.30 Q \ �j �j I � ,� ,
x� \ PER C R STD DTL 204.10 (TYP) coN s I 8. I I I 1 I \ STA. 6f34.83, 12.20I
1�11�1 EXISTING STORM RIM 50m 64 / I \ TYPE 1, WlH VANED TE
\ \ 40 12"GONG E I 498.80
o�c I TO REMAIN 12 /E hV 496.51 (E) \
'�� .,� 12"coN N iE=497 R/M 500.64