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A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA ; ; � / ; ;I
EX. I P BLIQ�/ GAT BA IN
NEW 12"IIL(�)4503 55 4+69.33
I STAB 4/+79. 8,0. 0' 4
��+51 0
8 LF/ 1 2� Pyc (P/U&LIC), 1 .p%CA H B N
RI 506 74
8" TEE E I�=50 44 0
to
+
12" ADS CULVERT
IE=505.18_X
CA;C_ _BASIN
RIM508.4C i /
12" CMP NW IE=506.26 -�
/ CATCH BASIN
/ SOLID LID -
/ R1M=508.'67' to
/ 12" CONC S IE506.49
/ 12" CMP N IE=506.44 to
I +
� STOP 1
� O �
300 �s�, CATCH BCD
ASIN V Ln i
PUBLICI MH #41, TYPE 2-48
COR S\D PLAN 01
*RIM=50$. 5 (MA CH EX.)
12"IE(W) 503.63
12" IE(S)
503.7
STORM 0
STA=4+
ITFALL
\33,0.00' CATCH BASIN
SOLID LID
RIM=506.75
12" CMP S IE=504.04
12" CMP N IE=503.45
8" STEEL W IE-504.32
SSMH
RIM=507.69
8" PVC S IE=499.31
O
I o
+
-
-PVC-E-�E=499-4�1
8" PVC N IE=499.24
SSMH #13
RIM=507.90
8" GONG S IE=502.95
0+ 0.00
8" PVC NW IE=502.67
CATCH BASIN
SOLID LID
CP
RIM=507.94
12" CMP S IE-505.49
12" CMP N IE=505.21
`
CATCH BASIN
RIM-507.71
12" CMP SE IE=505.27
12" CMP N IE=504.29
3" CPR SE IE-505.54
O 1
0
r� M 0164
N X 7IM=509.63 v + ,I -
AP / 2" CONC S-1L=507.14 \
12" CONC � IE= 07.17 A
� 8" CON(S W IE=50'40 0 w / H
ml
CATCH BASIN �� �� `� 11 WV
_ RIM-519.04 _ _ _ _ - _ _ _ - SQMIi1 sYP� 2 48 - - - -
8" CONC E IE514.65 ��-O STORM OUTFALL �� ` �� ��� `�I SSMH `� 00 UI
2" CONC W IE=516.46 I 17=5 -94 `� s�� `� R10=510.95 �� / o ��E 0
2" CONC W IE=514.48 00 12"IE(W) 5aT. Wv ` `� TOP OF �� PVC CLEANOUT 509.68 _ _
W W W (C\j=507.87 W� s� NPR`s W WV N w
STA 0,+83.59 s PSP d STA 3+00.00
__ -- GRP E� HE ' - -'I INT. SEE 188TH ST
TP OH 00 0
- ❑� � 1=PV�-P-UaNc 0% - / �I O SE 1 88TH STREET
So r -- -- -- - - - -
N89° 1 __ oo'I
- - -
- r ---- _ ------ `
X_x
OHE OHE -�1i€- ------ -- 61E --- - ------ ------------- - -
� � � `�� � �'� { it + CATCH BASIN
----------- -- �� ��� -���_, _ ` ���' °I 3� I �,� > RIM=508.98
12" CONCRETE CULVERT \� _ XXX-XX-x
IE=517.01 X � _� �� `� �� 1 I 1 � �`� �� Sss, _ - '�' 12" CONC W IE=506.85
�x- -x � x-x x-X `� �1 `� 12" GONG S IE=506.84
x
x
\ 12" CMP E IE-506.68
GENERATOR 1 P B IC BTD1 PLAN PE 10 L --- H �✓
r A
CELL TOWER 0+00.00 - GENERA
ENCLOSURE x BUILDTRAr_NTLQ�URE x RIM`-�516.84 V \ j 5 2 1
I x TR C 0+5 .0 12"IE(W)-51,4.34 \ m I I I I I U
20 LF 12" PVC (PUBLIC �� 6"IE(SW)=514,44 L�fi\ 6 �0 ��ATCTT BAS I @ 1.0% s� 6"IE(SE)-514. I s s� s E > h QnIO Qn RIM-509.67
------ _
15' ST RM o hN---521-- 7 O 3 '°PZ�M
IC SDMH #2, TYPE -48 j , T � � I I 12" CMP S IE=507.50
STAB 1 +92.90,4.65'R \ � I I � +
DRAINAG� 7
753 - _ STD PLAN 201 \ �'
`L � o OUTF7ALt-xx 1`� 1i `� � �1 1 � 12" CMP E IE=507.48
52 - O�46 \ EASEMENT 1 E C OSSING �04.91Ii_ � I � o� 12" CMP N IE-507.38
/ RIM 5199_�Z�9 ---
TRACI�„ �1�57 �
(N)-507.V---I � �� i-------1---- ` �` L- PUB
- A-1 +07.1 1
�= =X- �9 n '�` `� 2v 50� 01
1 +50.0 2+00.00
I - - C SDM #3 TYPE 2-48
VAULT DROP INLET --- ` o " P N
9 LF 1 PVC (Pt BL+C-1 (�1� -------\------ _5
`� `� Q i� 2��CR.14 (MA 'H2EX.)
�_� 109 F 1 ��PVC PU @ �50� �� - -) - `�� �I + /
VAULT ACCESS - - - - - ;�-_-_-___ ( )_ � - � - � � 12"IE W 50 .86
----STA=r-F33 ,------521-- 1 �----- 1 5
I 12"IESW)I�5 5.8
6 L 12" PVC_�PdBL1�)-®-050% -- _ 5�2�\2 �` �� -� `�I 12" (N)=5 5.7 004
�- 5 `� ` A ` ` ` Ll �D INFILTRATION
_--- LIMITED INFILTRAT LIMI €B'IfNFILTRATIO �� - _ - _ - - 511154 o , TQ OUTF LL 6 198,40
--� ------ ❑ ❑ ---�-- 1I 5h1�G ` �( TA +80.5 ,0.00' 1
- CB #7, TYPE 1� 0766 z 1 111 516. 2� i APN1i
522.07 RIM=521 .57 1
_ �A �� o CB 9� TYPE 1 �� `i 0
k o �i 6"1�(NW)=517v57 Q 1 # \ j 27 L 112"P (P�BLIC) @4.22%
CB #6, TYPE 1 O �PROVIDI BOLLARDS -T� CESS ` 1 RIM=516.95
RIM=521.52`� 0 � 1 6"IE(NW)-514.95 �� o
(4) E'ER DETAIL STA=1 +'�.18, 11 j \ ` 1 ' TYPE 1 W� IRD AGE
I 6'JE(NE)=517.52 %5 - + o ` CB 8, T1 PE 1 z_ a STORM OU FALL �� `T RIM= 1 1 . 0 `-- -
/ THIS SHEET 16.01'R i #
STA=1 +99.3,17.56'R ! 12" N 507.00
VAULT AC 5-/ i� PVJBLIC CBS#5, TYPE 2-48 ` RIM=519.09 �� o �Ln
ST -j 4 COR STD PLAN,201 I ��N of G'IE(NE)-515.0 nl A N'
N 1 6.76'L N N STORM OUTFALL 6 O S> ��0 `40LF BIO ETENTI N
i LO S Q O
N AF I bM=520.24 1 L(
- - - I I STA=1+$ .67,17.54'R „ A T� 1 O / 8" PERF UN ERD AIN
t - 1�2"IE(S)=511.93 � \ o ��a//
- I 21 BOTTOM WIDTH
�� ----- �L+ m `��12"IE(N)=511.83 �� 519.T1 i \ i�� . �7 �� +
W „� �� C 12"IE(E)=511.�3 T 3 �� i LET 2 �1 i L�T 1 . 0 ��� 1' EP W�2.5:1 SIDEPE�
18'� F BIORETEN ION SOIL MIX
v+. ` 51P.73 - W _ 12" F SAND
_ s STA=1,+25.73,0.00' v c
c� s > `1 1 `� AI ' 512.59 U� N
Lh - , 18" E GRAVEL
LOT �� i `� �� `� �� `� I V�� Q� � PLAN I�G PER LDS APE PLAN
CD
CHAIN LINK FENCE ° ----524--- `� i �� �� �� �� V` % N
STA T BIORETEN ION
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512.25 o EL 1 1 .30.
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3 �� o \ 1 I 1 1 10
g1� �� 0 20i01' �I
5' L CATCH BASIN
„� 30 + `�� it
N
0 Ln 5 RIM=513.26
12" CONC S IE-511.04
LO
2" GONG N IE510.1 3
��� L� �S rn �'� _ 00
s �o
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+ m
d�6108�0,
LET 5-------- ---------- -- - CaN�--WALK- ---------
-4 -----
PU LIC�CB #4, TYPE 1
---- - -- - --- �--------
WtTD PLAN 200 i �s '
5' D*v( i n / ° '
RIM=522.72 16`',' DVl'6y DUM1
12"IE(E)=518.80 ---- -
I �
ST =2+69.15,13.28'R R35.00'
9 12 jV 59 LF 12 PVC UBLIC . 0.50% 77 LF 12" P�/C UBLIC @ 50% - yy I 0+00.0 `
a
W
0+00.00v P U B Lt�C R AD CC)\
_ _ _ _ 90
-- SS - � 1 +750.00 i A'_, 1 00.00 +5 .00
3+ 2+0 0
M
GRAPHIC SCALE
10 0 10 20 40
1 INCH = 20 FEET
---
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- -_- - 12IE(W)=513.43 '' `,
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1
--- -- _ _.
--'--+-
,0040 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
+-+- _�STA=0+66.71
PUBLIC CB#2, TYPE 2 O/S=13.28'
{
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I 61 g8
PUBLIC CB #3, ,TYPE �OR STD PLAN 200
RIM=520.45
V
P P N
COR STD F01 201
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o DEVELOPMENT ENGINEERING
=
RIMRIM=52�'.05 12"IE(E)=513.04
m ,
E E =5121'.65 64 12"IE(W)=512.94
Nathan Janders 06/23/2020
11 STA=1 +45.91 13.28' R
12 IE(N)=512.54
12"IE(W)=512.64
g A STA=2+07.56,13.28'R SURFACE WATER UTILITY
w sHrL�G,PLO , v jfarah 06/24/2020
Know what s below. 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP SURVEYED: SCALE: CIVIL PLAN SET
' ENGINEERING VERTICAL: NAVD 8311
2 1ST REVIEW REVISIONS MXP 11/05/2019 MXP SEE GRAPHIC HORIZONTAL:NAD1983/1991 CITY O F
DESIGNED:
a I I before you dig. Surveyors &Civil Engineers 3 2ND REVIEW REVISIONS MXP 04/05/202 MXP MXP H A E V I N RIDGE SHORT PLAT
31 6�' P.O. Box 412 4 3RD REVIEW REVISIONS MXP 05/27/2020 MXP CM DRAWN: R E N T O N
�S 10 Ravensdale, WA 98051 : DATUM R E NTO N, WA
ONAL ONE INCH
I (206) 420-7130 CHECKED: AT FULL SCALE
www.Plo En ineerin IF NOT ONE INCH Planning/Building/Public Works Dept. DRAINAGE PLAN
05/27/2020 9 9 g'com NO. REVISION BY DATE APPR APPROVED:
MSCALE XP
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DATE:
05/27/2020
w
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(D
FIELDBOOK:
0
PAGE:
DRAWING NO:
080-18
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SHEET: OF:
23
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