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394.74 34.84
393.2±
STORM STRUCTURE TABLE
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393.0±
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394.33
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387.53(N)
386.08(NE)
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(PUB C) 398.6±
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398.3±
MATCH EX. 397.7 6± 397.2±
-� 39988.32 MAT EX. MATCH EX.
CB /#07 29LF 48"0 CMP DETENTION PIPE 0 0.5%
L
397.47 CD av �. CB #N
�CB ' #100
1 � �
96.92
39i"�iS 7
12LF 24"0 CLIP DETENTION PIPE 0 0.5%
r96.96 396.86 �� 396.70
. 6 396.90 396.74 CB{?5
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119LF 48"0 'TEN 0 0.5%
/ 396.88
\ THE TRASH ENCL 396.69
/SI�AL.L BE GRADED T 396.69
8 o CB X20 \ ENSURE RUNOFF DOES NOT 396.19-4
/ 397.00 \ I
j 396.91 397.00 FLOW FROM OR TO THE 396.25
8 SANITARY SEWER M. I o
97.32 �. 396.92 396.95 ;
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7.3 � v �� PS
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396.43
3%.39 1
396.70 1
396.70 I 1 i _Tl.27
398.453 I
396.89 I 1 i
3 4 1 396.67 396.9$ I -
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397.37 -CIA- � I 396.94
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396.7±
396.8± �.
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396.7± 396.3± 395.8±
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CB 14-� C #15-A CB /-CB #17(
396.4
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393.7±
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EXISTING STORM DRAIN LINE EASEMENT
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V_ 213 PROPOSED MINOR CONTOUR
136.75 SPOT ELEVATION
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2.0% SLOPE ARROW
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6 - - - - - - - - GRADE BREAK
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(D=mw
ST�lUOTURE WITH S) SIZE,, # 0 ONMATM MAXIM STORM DRAIN LINE
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394.65 394.58 _ w Foom mm AT ELEVMTION 2 C4.0
_ ------- ------------------394.03 _ 5 FOOMIGD"VAX ELE1MiMK *DS DOWNSPOUT
394.56 � 393.5± �O - It20o E 4 - - -FD- - - - C4. 4
FD FD FOOTING DRAIN
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394.01 (DK2-10 ETN') OUTLET. PER 4•
MW FA MM SP'E AND DETAILS. R D ROOF DRAIN UNE
394 80 �3:� I' 1 2
394.
7 sTOIMr>FILTER OTER WAUTY UNIT PER DETAIL 4.04 • STORM/ROOF I CLEAN OUT C 2
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394.74 34.84
393.2±
STORM STRUCTURE TABLE
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394.33
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387.53(N)
386.08(NE)
386. W
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STA: 11 +47.75 136.58R
,
v -4153NAME:
DESCRIPTION RIM: IE IN: IE OUT: STA, OFF
\-395.241-1�- - - � 394.92
395.24 lt 394.41
393.2E i
m
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54"/ TYPE 2 - SOLID LID
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4.276 395.29 0 I a� - - 394.92
MATCH X.
STA: 11+41.59, 136.55R
385.85(NE)
,
394.9
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394.06 -/CB
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EXIST.
396.34
385.85(N)
385.85(S)
STA: 11+54.92, 181.73R
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- 394.98 395.00 395.00
394.87 394.69 aj- a�- -
392.78(SW)
CB #05
54"0 TYPE 2 - SOLID LID
396.55
388.15(NW)
388.15(S)
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396.41
385.92E
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392.92(W)
385.92(SW)
STA: 11+47.93, 168.83R
396.84
388.21(W)
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394.79 394.97 394.96 =
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395.89
387.53(N)
386.08(NE)
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STA: 11 +47.75 136.58R
,
N 395.07
CB #04
54"/ TYPE 2 - SOLID LID
395.87
387.56(N)
387.56(S)
STA: 11+41.59, 136.55R
1 394.3
394.49 I 4
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395.02 I
CB #05
54"0 TYPE 2 - SOLID LID
396.55
388.15(NW)
388.15(S)
STA: 10+18.75, 135.%R
394.77 J
394.96 '�
CB #06
54"0 TYPE 2 - SOLID LID
396.84
388.21(W)
388.21(SE)
STA: 10+11.92, 145.65R
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CB #07
54"0 TYPE 2 - SOLID LID
397.60
386.37(N)
388.37(E)
STA: 10+03.29, 177.03R
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394
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54"A TYPE 2 -SOLID LID
395.45
386.14(N)
386.14(E)
386.14(SW)
STA: 11+41.64, 125.168
394.51
1
386.14(N)
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CB �
54"A TYPE 2 - SOLID LID
394.56
388.79E
O
386.14(W)
STA: 11+40.00, 101.15R
,
394.50
394 84 \ 394.40i/)CB
10
STORMFILTER A
394.35
390'6E)
391.06(N)
388.88(W)
STA: 11+42.08, 83.31R
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4
394.76
CB #11
STORMFILTER B
393.65
390.95(W)
STA: 11+43.36, 29.06R
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a 394.45
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STORMFILTER C
393.84
391.14(S)
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396.53
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387.84(S)
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394.40
-
CB #14
_
54"0 TYPE 2 SOLID LID
396.25
387.84(E)
387.84(W)
387.84(5)
STA. 10+08.68, 116.52R
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54 A TYPE 2 SOLID LID
395.93
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387.84(W)
387.84(S)
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394.50
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395.67
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394.55 394.64 l
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54*0 TYPE 2 SOLID LID
395.68
387.84(E)
390.36(SE)
387.84(W)
387.84(S)
STA. 10+08.76, 100.52R
Q
395.54
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-
• 396.61 �`�` 395.4
1 I ii 394.98 DS - -FD 394.22 CB � 17 STORMFILTER D 395. 50 389.64(E) 387.84(W) STA: 10+08.80, 92.52R
15LF 8 I dLASS 2 0 0.576 93.78% -�, 394.716 394.98 1 33944.90
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31 LF 36"i DI CLAS 52 0 0.496 ' \� 8 I CB X18 STORIrIFILTER E 393.92 392.30(E) 390.00(W) STA: 10+26.61, 23.168
4A IN.,(PUBLIC)
% v I 394 7 394.50 39444 394 55 I L L --I
396.89
V t4
397.08
397.4±
z MATCH EX.
X94.35 � 394.83
395.71 94.53 - -
� ` 392.6± CB #19 NYLOPLAST 8" DRAIN BASIN 394.17 392.84(N) 392.34(W) STA: 10+27.93, 15.608
396.44 4LF 36"i 000% 'S• 394.69 394.91 394.9 393.80 MATCH EX.
396.71 CB X102 LF 36" 0. ��' CB #20 TYPE 1 - HERR04000NE GRATE 396.48 391.94(S) 391.94(NE) STA: 10+44.79, 196.74R
18LF 36 • DI 0 0.5% I
391.94(S)
o, 1 2 394.47 394.32 394.00 ( )
394.26 _ 1
O 15LF 12"0 CPEP 0 0.5% I CB - -1
P W E R CB CB 104 CB X21 54"A TYPE 2 - SOLID LID 395.18 3.14(E) 386.14(W) STA: 11 +41.68, 117.168
32LF 12"� CPEP� • 0.5 CB 18LF "� 0 . % 7
Q)CB #11
386.1 N
CB #10
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386.14(N)
PI -11 � E R -- --�' i , � �, �� � , 396. � '' -�- - « CB �2 8"0 CPEP ®0.090 I
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394.12 r-;
386.14(E)
r B �J ET I� 394.74 394.06
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17LF 8" 0 PVC 0 2.�
CB 1100 54"0 TYPE 2 -SOLID LID 397.14 386.53(N) 386.53(5) STA. 10+17.89, 207.07R
--��� --
CB #02 _ F ) E �
HJT--
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CB X01 395.3±
- MATCH EX. _ _ - i ; ETCH EX. T 9 T W A PI
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z E�✓A H T �' I Ohl -�
-- 396.4± l 395.8± v ET _ -
= � 395.5E _ _ -
7551�MATCH EX.
LATCH EX.
MA CH EX � � �
-- - CB X103 TYPE 1 - SOLID LID 393 71 390 00(NW) 390 00 S CTA 999 03 11 108
(PUBLIC) (NOT SURVEYED) ON C'1,TY - -
GIS. REFE TO
RECORDEIGHT POLE
,-
DRAMIK R-346212 FOR FUR ER DET -_ _ _ ���' '� B 0 x - AN G
A
APPROXIMATE LOCATION OF 36" CMP STORM t
UNE (PUBLIC) (NOT SURVEYED) BASED ON S�
g CITY OF RENTON GIS. REFER TO RECORD
DRAWING R-346212 FOR FURTHER DETAILS. µ
43432 w�7
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bOmPWd1l. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL NO.
Aug 25 2015 4:1.2 PM SSC
393.4±
-- __ X MATCH EX. - '392.9± � � ± • ± - -�=- CB 104 TYPE 1 - VANED GRATE 392.46 389.25 N 389.25 SE ST
I 392.4 392 2 O ( ) A. 11 +49.57, 14.668 O
--
MATCH EX. � - LATCH EX. MATCH EX. CB #105 �
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X393.3± M
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T CB #105 54HO TYPE 2 (EXISTING) 391.99 387.19 W 386.39E STA. 11+62.84, 3.808 =
- - _ __ _�_ -- r EXISTING O O
T T 1N E E��' 386.29{N) m mcn
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AS NOTED CITY OFTACO TIME RENTON HIGHLANDS � o8.z5.zo15
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CC LL l4 OO5U5
_
ACC
ONE 'w°" DATUM RENTON N Mo:
�JG IF IME Planning/Building/Public Works Dept. GRADING AND NIX CK IIMI C4.01
REVISION BY DATE APPR M S Wa A9 0r"' KY DRAINAGE PLAN "'"R 7 °f 16
<f IR I B 1410 015 616 4
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MATCH EX.
m
----�
•XIrIAATE LOCATION - -_ 4
�
(PUBLIC) (NOT SURVEYED) ON C'1,TY - -
GIS. REFE TO
RECORDEIGHT POLE
,-
DRAMIK R-346212 FOR FUR ER DET -_ _ _ ���' '� B 0 x - AN G
A
APPROXIMATE LOCATION OF 36" CMP STORM t
UNE (PUBLIC) (NOT SURVEYED) BASED ON S�
g CITY OF RENTON GIS. REFER TO RECORD
DRAWING R-346212 FOR FURTHER DETAILS. µ
43432 w�7
mnw~a mow. UPERMIT #014005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ��s GI STEg�'����
bOmPWd1l. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL NO.
Aug 25 2015 4:1.2 PM SSC
393.4±
-- __ X MATCH EX. - '392.9± � � ± • ± - -�=- CB 104 TYPE 1 - VANED GRATE 392.46 389.25 N 389.25 SE ST
I 392.4 392 2 O ( ) A. 11 +49.57, 14.668 O
--
MATCH EX. � - LATCH EX. MATCH EX. CB #105 �
I
X393.3± M
-- MATCH EX. �� 0 C CT TO " 38$.790) • o
T CB #105 54HO TYPE 2 (EXISTING) 391.99 387.19 W 386.39E STA. 11+62.84, 3.808 =
- - _ __ _�_ -- r EXISTING O O
T T 1N E E��' 386.29{N) m mcn
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JJc 07.28.15 �
AS NOTED CITY OFTACO TIME RENTON HIGHLANDS � o8.z5.zo15
"'"`""' """
CC LL l4 OO5U5
_
ACC
ONE 'w°" DATUM RENTON N Mo:
�JG IF IME Planning/Building/Public Works Dept. GRADING AND NIX CK IIMI C4.01
REVISION BY DATE APPR M S Wa A9 0r"' KY DRAINAGE PLAN "'"R 7 °f 16
<f IR I B 1410 015 616 4