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48"0 TYPE 2 CB W/ RECTANGULAR GRATE
N: 172261.5928, E: 1317575.2454
RIM=109.82
IE(12"S,E)=102.10
�B 10309 -
RIM 109.8
12 CPP IP_ 104.81 Sl I
12 PVC SD PRIVATE 0 0.71
_ L=45' I
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—SD
115
110
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EX. TYPE 2 CB
RIM=109.34
IE(12"N)=102.42
IE(12"W)=102.77 EX.
IE(4"E)=104.90
IE(12"S)=102.42 EX.
30+00
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6814 Greenwood Ave N T (206) 522-9510
Seattle, WA 98103 WWW.PAcLAND.COM
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MAPPING (LOCATION 48"0 TYPE 2 CB W1 SOLID COVER ; NSW1/40FS23, T 23 N, R 5 E
12" PVC SD PRIVATE @ 0.75% DEPICTED I S APPROXIMATE) a N: 172256.4104, E: 1317734.9858 / d N
L=160 RIM=108.56 / c� �
� c--- IE(12"W)=100.90 a ° a / LEGEND
-----
31+00-------X ----- \ IE(24N,S)=99.90 EX.
� \ a: �i ° /�—•---.—..—.._
— — — — — — — — —x—�� EX. PROPERTY LINE
O------ ch /
ll ------ - - - — 31+50------_; __---_ -- t �- _-� V / PROPOSED PROPERTY LINE --- ---
r------------------------------- _ ---------32+00------- I -� I I a dcq�p
r_jO
» --�\-----------t o o� O °. I av / EX. CONTOUR
--_---- 6 M _\ I I T UGP T T T O `� d° � 1
I T T4— / PROPOSED CONTOUR �XX�
— — — — — —111 — o — �— _ _ ucP UGP UGP UGP UGP � UGb ` T _ I 1 . ch a
-------_--- \ �`T\-.a• -.=-1 1 N SPOT ELEVATION XXX.XX
— — — — —7RDL'
— \
RDL RDL RDL RDL — — — — — — — \ \ \ \ .r
RDL RDL RDL DL RD—RDL—RDL—RDL— — — — — — .
i -----I I T— — _
FD F FD FD FD FD FD FD FD FD FD FD FD \' \ \
F F FD FD II II I \ \ \ n GP UGP—
, ,. I \ TYPE II CATCH BASIN ®O
j�j I C D— �\ \ � N
V �1 � \ cn
10" DIA. B X 2
\ Q / CLEANOUT (TYPE PER PLAN)
o / \ \ 11 �
IC
STORM DRAIN PIPE 1
o l l I S D H 10 3 2 T— R A T �� V\ °. �/ a ROOF DRAIN LEADER RD
4 I I o \ I �� /
I �R 10 9.3 'SPEED LIMIT I I I
4'. / c� FOOTING DRAIN FD FD
_ 12' CPP IE"101.57(IN W. _ 25 MPH' I /
OFFICE L/, 0
3 I �s�s -2 �I��O�`t� e1- �{ - �� - - - - - - - - - - _ _ _ _ I I I FINISHED FLOOR ELEVATION FFE
FFE=111.17 o ,------ S'� L �`��--- 'fie `1� S� c ' I I — —
I - - - - _ _ _ _ _ ss ss - o _ - ss - - �■■L' ss ' TOP OF CURB TC
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Fo 3 — 3, 4 9 0 S F I aa ^^ / I I I i a• d - , J TOP OF PAVEMENT TP
o u I= SD SD SD I I j l l i SAWCUT
PROPOSED STORM DRAIN PLAN (STA. 30+00.00 TO 32+56.00)
SCALE: 1" = 10'
�SSIONAL E��'`
31 +00
1
PROPOSED STORM DRAIN PROFILE (STA. 30+00.00 TO 32+56.00)
SCALE: H: 1 "=10' V: 1 "=2.5'
1 PERMIT REVISIONS #1 PACLAND 1/27/2025 SURVEYED:
ZLN
DESIGNED:
WL
DRAWN:
MB
CHECKED:
JAC
NO. REVISION BY DATE APPR APPROVED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
32+00
1
CITY OF
RENTON
Planning/Building/Public Works Dept.
32+56
4- 115
110
105
100
Iw what's below.
Call before you dig.
R-432427
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY
J Farah 03/11 /2025 (D
SCALE: 1" = 20'
0 10 20 40
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1-4
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DEVELOPMENT ENGINEERING
yqi 03/18/2025
U
DATE:
NEW LIFE CHURCH 1/27/2025 LL-
15 711 15 2 N D AVE SE FIELDBOOK:
PAGE:
DRAWING NO:
STORM DRAINAGE PROFILE C-2.4 w
SHEET: OF:
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