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PORTION OF THE NW 1 /4 OF THE NW 1 /4
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
STORM ASBUILTS
CITY OF RENTON, STATE OF WASH I N GTON
STA 0+47, 14'RT
*INFORMATION PROVIDED BY HOLMVIG EX INV \ a-r EX CB#1-TYP 2
EL 344.46 = RIM=351.00- (OW.90AB) NOTES:
Ff � ` 1E=345.5. (345e,96 W,�SW AB) � � 1- B �4%At,�EB5 & CB
DEWITT GALLION AND ASSOCIATES \ox INSTALL NEW ASPHALT AS DUSE RI VEWA & 15' COMMERCIAL
TO C TY U� I�L V �8- M ITTAL TO
ADDRESS: 139 N PIONEER ST BUCKLEY OO DRIVE WA �7WNI<PUMP STA. AND DETENTION PARCEL 34 � D� ROV FOR
� o / OVERLAY
WA PHONE• (360) 825-6963 ESS TO THE PUMP STATION VAULT AS SHOWN. PRIOR TO INSTALLATION(TO
20L.FL2 9-a AS 0+30.75-20'RT ENSURE THAT STRUCTURE
20 12" LCPE CB#3 TYPE 1 CAN SUPPORT ANGLES OF
S 1. ; o RIM=353. (353I.7/AB) PIPES ENTERING THE
124LF 6" PERF. PVC STA 0+35, zo o 10 20 40 rl
FOOTING DRAIN ART 1E=351.00-12 SW&SE STRUCTURE GRATES ARE
FOUND 112 N 88°29'35" W s- o MIN EX CB113-TYP 2-48" -
ONCRETE IN (KCAS) �,� P� �� 3k�AL) �=355.00J (35428AB) / �\ ,� '`�� ALIGNED WITH CURB AND
,q�E� CENTERED ON THESE
/�/ 0? LIE O 5 1E=342(12'-�34fO1?I1�NW \ - _ 0+�9816��E 2 STRUCTURES). GRAPHIC SCALE
�*29 3" 5""'W (K�l 131' (�f�L�E�/SS 7 \� _ 2. ALL PIPES CONNECTING �_ ,
5' RESTRIC70 AC 4 gA M RlM-354.34 INTO STORM DRAINAGE SCALE 1-20
CLEAN N 88*2933" W (KCAS) 1317.92' (DEED) R/M=35700_f(857.714B) 1I 1E=348.50-12"N STRUCTURES SHALL MATCH
RIMP0+30.75-24L T CROWNS.
_ e
1E » PER`,ss 3 A�9r.�EA344i36r4B ° � � 3. CHANNEL DRAIN REQUIRED
=346.37 6F. V�60MRCE2,-W9 0� �� _ CB#2 TYPE 1 3s OF1119CE 3=07 =6Y AB) ON ANY DRNEWAY-19M47A�) SLOPE 8% OR GREATER. o
\\ QO 6 - _ \ ems. 34LF 12" LCPE (TYP
PUBLIC DETENTION, WATER QUALITY2� VEN � 345.80 12 �� S=12.38q
VAULT SEE DETAIL SHEET FOR \ _TI A Gf- 35=
6 PERF. PVC (x2) -o A\ x�1+48 SE 95TH
DETAILS. \ � �IIVA f� �NL6LF5' DRAINAGE AN SEWER TRACT /FOO T/NG DRAIN _ 3 8 �� CB #1 T1'�
366 ACC SS TO O S=0.0050 MIN. o 1 \ �` RIM=356.2D 'TY O F NEW CASTLE PERMEABLE PAVEMENTS SHALL NOT BE PLACED ON SLOPES STEEPER
57LF 6 PERF. PVC CLEANOUT (x2) 20LF 12"LCPE V' I 1E=353.20-12�N THAN 59 FOR POROUS ASPHALTIC CONCRETE AND 10% FOR ALL
FOOTING DRAIN ACH CELL RIM=356.Of \ ��� PARCEL 0323059130 OTHER TYPES FOR PERMEABLE PAVEMENTS PLACED ON SLOPES
S=0.0050 MIN. 3 \ I IE= 345.75E I S=1.OgS�9XAB 15 RAD. ��2` _ STEEPER THAN 59q IMPERMEABLE CHECK DAMS SHALL BE PLACED
O0 6 PERF. PVC 25LF 12 LCPE c'Fq. EX EDGE OF PAVEMENT ON THE SUBGRADE AND BELOW THE PAVEMENT SURFACE PER
_LID49LF 6 PERF. PVC S=18.70q SECTION C.2 OF THE RENTON SWDM. THIS WILL BE REVIEWED AT TIME
CLEANOUT x2 J NT I _ _ o�` OF SINGLE FAMILY PERMIT REVIEW. BMP CREDIT WILL NOT BE GIVEN
R/M=362.0E FOOTING DRAIN l-343.80 356 ��0 -�
IF THE REQUIREMENTS ARE NOT MET.
15' SS S= 0.0050 , MIN._
1E=346.66E 6" PERF. PVC EA M NT I 10' UTILITI_ES \ s EDGE OF OVERLAY
03230591 J7 I s- � I EASEM TYP)� N` <. . � �
7 5 PAVEMENT 16' FROM
3 \ iV TE OF RIGHT OF WA Y
h
CONNECT 37 - 360_� _ ---- --- �1 6 C�� q s 50'
123LF 6 PERF. PVC O O
FOOTING DRAIN - -_
TO PUBLIC l Z FOOTING DRAIN x I CONTRA0 SHALL CLEAN FACE OF EXISTING
STORM 376 •0 4 5=0.0050 MIN. 36, 36 / \ J f( LL AS DIREC P BY GEO TECH ENIGNEER
DRAINAGE�xco
\ �/
SYSTEM 378 I _ /0+50-12'RT o0 7 �-
2 _ �` h. �' /� CB#4 TYPE 2-48 FLOW CONTROL BMP
370 f,, o RIM=356.42(A8)
' E o \ FOR EACH LOT CONSIST
NOUT o ,�X 1E=350.80-12 (35LQ8 A(3 350.73 SWAB)
.% OF POROUS ASHPHAL T OVERLAY LIMITS TO BE
J?1M-360.0E Q " RIGHT OF WAY �TYP) \ DRI VEWA Y TYP ESTABLIS D IN THE FIELD
PROPOSED DETENTION VAULT 382- - --1E=346.00f 6" PERF. PVC / E S TjC OSS-CTION DTL �, ( )
120'L X 54'W X 13'fD inside dim 38 L FOOTING 36All
122'L x 56'W outside dim 384 382 - --T 1 CON RAIN
0 » R F / -\\
8 I 3 64 �UBLP STORM D AIN� 'a ,v J 10' UjILITIE�S 0 �\ \ -
386- \ DRAINAGE PYSTEM I 4 '` ) / ASEMENT (TYPr
38a - � 0 \ \ 1 56-12'RT 19\\
�^' \\ C��QQA TYPE 1 25LF 12 LCPE, S=1. Oq \\ 4+1 ,12
v� \ 1+56-12"LT \ \
12 �' �, � RIM= 72.3�(87231 AB) � � B TYPE 1 0
390 IF=.36R 00-12' (12' 86826 \ \ \ \ . \ 4+0
. R/M=j 12. ,52(87232 A8)
14 I \ 8'-370.fEAB) 1E=368.25-12'-(8'-,370.12W, 6' 370.32EAB) 3 ��
392 - T.W.394\ \
a
3� 6„ ROQ B.W.38
DRAW
�I'
2 3 _ 1 ALL�WAL �s �F \ �,\ • REMOVE EXISTING ASPHALT
3 FOOTING -DRAIN\ 38o a �4 LOT 18 \ \ RAMP AND MATCH EX/STING
- 3 \ a : SIDEWALK.
Q - _ T GTN_T O 0
398 C STOR 6 °rL . p Q9
40 40 � ��9 \ \ \ \ T•, .:.�. 6.. RO�� WALL FO TING
DRAIN O CONNECT
4 -��9 3� a (' / TO PUBLIC ST-�o„ i 1 \ \ \\ 6 �: `�,• _
- . I3�INAGE SY \ \ �\ \ 4
4n9 _ J \ 0 \\ \ 36\ ❑
-4 Q 4 TRACT C Nx ��� -
WALL TO INTERCEPT SURFACE RUNOFF J v \ 1 / ��\ EX CBS - 64
AND DIRECTING IT TO NEW DRAIN AND404- - Q Zinn ELE=362.50
R -� \ _ �\\ � _
PROTECT ADJACENT PROPERTY `n \� \ �\ / 378 13, 8 LOT 17 \ \ \ INV ELE=358.25 N
4) - \ �\ ti / \ INV ELE=358.50 S
6 4 rllAL FOOTI
NNECT �
10
6 4- 6 YL TOR 6
-�IL 4 S TEM9 6 R00
- -2 \\\ D AIN LOT 16 \ _
6 r. s \
0
10 4 4 \ 418 Did' 6" ROOF
-----------------------� cL DRAIN
SEE SHEET 06 MATCHLINE - -; - ;; 3+ 13.5-19.75'L T o SEE SHEET 06
/ _ i 496 \ \ j �o �99 CB#7 TYPE 1 \
41�-- g / -� �- 4, \ 4 �� \ \ �'� �:•:;,--���.. (39&09 ) _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS
4 i \ \\ �Ib 0 1E=39255(12'-S9 64 LOT 15 o
\ i 426 i I 4 - 4 as
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� A.DIF
R-403205
pF W
P�C�I:(�� rj jJJ y�JJ sum: 1 20' NIA ``N o ;IWi,991 �3-22-2018
DESIGNED: =rG, CITY O F C H R I STE LLE R I DG E
Z J. HOPPER SOUND BLDG & DEVELOPMENT, LLC WNW-
. Desi.r JJJ ! ! 02 REVISION AS PER CITY COMMENTS ON 09 05 18 PJP 9 17 1 JH D1iA1N"` RENT 0 N 21222 132 N D AVE SE
/ / / / P. PATEL ONE INCH DATUMDMANG NO,
n - ; , F 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 8/01/1 JH CHECKED: AT FULL SCALE Plannin Buildin Public Works Dept. KENT WA 42
Civil �ng�ne..r�r�J .,_ S ��G J. HOPPER 9� 9� P
980 05
IF NOT ONE INCH
Planning Caris-ti s jai ti; AL + NO. REVISION BY DATE APPR SOME ACCO 1Na" STORM PLAN 01 Mmm OF
J. HOPPER 05 24