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(.0 I\ C, I I I I ► \ \\ I / ICI, � I I I I I // � \ V, \ - \\\\- \\\ SE 1 /4, SE 1 /4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.
1 \ I II / / l \ �� � CITY OF NEWCASTLE, KING COUNTY, WASHINGTON
/ �, I \ 1 / 1 1 II II \ � III\ •, -,
�i I I III I I \ I I \1\ 1 I I (( I I I I 1 \ 1W\\ � \ \ \ FLOW CONTROL STRUCTURE
M ✓ � I I I I � !) I I � 1 \ � \ \ I.E. 12" OUT = 214.25
n I I I I I I I I I I I III \ J/ IIII I I I I� \ \ SEE SHT. SD-2 FOR DETAIL. \
O I I I III / I �I 1\\ I /�// l 11 // I I/ l I 1\ �� x
Nt I 1 /// ) II IIII II l �/III /I \ \ \\ ��
., I I ) I I// / I I I I I I I I I 1 !' / I I I I 1/ I I\ \ \\� I \ 1 i\�LF 12" PVC PIPE
o I IW �// ICI �I III f (O1(II �oI (OII I� o� 1 \o \ o\�\o \
w O I xI � � I l / I I I `- I \ � \\ 1 I \ \ � � \ \SD 3 T�'PE II 8 �B \
I --
\ - - _- - - = APPROVED FOR CONSTRUCTION
_ _ _
\ � I I Lr / / / BY: DATE:
I� b I I / / � ( � CITY OF NEWCASTLE
I /
I I /
I/ I I I 44�
\\\� THESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12
I II I 1 MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHT
p ` TO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULD
\ - -\ -� - CONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BY
�-_ I - _ _ APPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TO
-\ \ \ THEIR ACCURACY OR OMISSIONS.
CB I `f y I D IS D #11',li(��� I CB / / / /INSTALL HIGH VISIBILITY \\ j
\\IIIII11\\I ` \ \\ 1 I I \ w/ SOLI@LOC ING LI I 1IRIM_55.21 = IS A.�O 00. 0�//RIBBON ALONG EXISTING \\570 LF 12" I I I E SDR-1 1 PIPE \ I \ I I 1A. 6 88.03, 0.00' \ 1 \ I \
IE 8 (SE) CMP=51.31 � Cr F CILI7I lD�' 1 4135 / I( \ \ I �OR ST . �AN 201.00 \ I �\ \
DMH . Irn C I I SS MH/SD PIPE I 1 l ( CLEARING LIMITS, TYP. I I I ON SURFACE. PIPE INSTALLED \ \ \ \ \\ \ \ \ \ �7\
RIM=55.88 m I I \ \ \ I I I BETWEEN CLEARING LIMITS TO \\ � \ l \\ \ \, \ \ ) 51 LF 12" PVC PIPES I1 I I
�( ) I I I HO- EP. I11 I I 1 \ \ \\ \\ \ \ 1I / 1 I I 1 AVOID TREES. \ \ _ \ \ EXISTING 8 1 ` \ DAYLIGHT PIPE \ 2 4 'PROPOSED 8" I I I
Z IE 18 SE CMP=52.68 C 00 I \ l �SD-- 2, TYPE II-48 CB I ✓ / \ \ \STEEP SL6PE, \ \ I \ SANITARY SEWER 1 \ TO SURFACE \ \ ) A SANITARY SEWER I I
0 IE 12"(N) CMP=51.38 I nl I � -w/ SOLID LOCKING LID \ \ �\ \ I \ \\ TYP\\\ \ � \\ \ 1 L � - \ \ @ STA. 6+1 1 .49 \ / �� . - _ _ I J' ,
0 IE 8 (NW) CMP=51.38 I^ STA. 0+49.45, 0.00' � C I \ \ \ � �/ \ \ �/ I`Y",I , \� \\\ \ -, IE - 202.5+ � r �Ic Pi °1 1 I
INSTALL INLET PROTECTION ON 0 e rrz - mD RI I Yl COR .PLAN 201.00 I \\ \ \\ �-o al 01 �I\ \\ \ \ \ �� \ �- ' \� l / ( I \ \ � AI \ 1, I
�i EXISTING CATCH BASINS WITHIN °"' 0 \ �/ \ \ \ \\ \¢I I J / I 1 + I I o�/ \ \ I I No
03 \ \�� . \ \ CITY OF'NEWCA TLE .- \ �,/ I \ I o ow \ ) K LV 200' OF PROJECT PER COR STD. F I I
Z PLAN 216.20 OR 216.30 (TYP. ► l \ 50 LF 18" HDPE �'? \\ \ \ \ \ I II x k CIT F T N 10- A � - _�d - \ I
Z EXIST. 12l'' SD PaNEo�ocnnorq W I I I $DR� 11 PIPE � , \\ \ \ 1 \� \ \ / \ \ \� �� I \ / \ \ \
OCB I W/ SOLID LID I - - - - 8'- WA (RECOR " S 3 S \ S S � L I �� -
NRIM=57.94 d S% 0 � - �\ �_ \ \\c \\
V IE 18"(N W - \ \=--- / \ k I� fi T_ \ \ Sd\- ,
CMP=54, 84 _ g I I+ \ \ \ \ \ \ I I I ( WPRgV D 3� \ \ \ �� \ ���\�
Q IE 12 (S) So \ \ \ I I� ►p Id „ a \ 1 � ��� \� \\�'
CMP=54.84 I I p SLIDE 7.5' LENGTH OF 12 HDPE SDR-1 1 PIPE > ) R 1� IN RENTO \ \2�\�
SS/SD CROSSING / o \ `INTO 10' LENGTH OF 1 8" HDPE SDR-1 1 PIPE 1 / I 1 INSTALL SILT FENCE WHERE SS/S CR �NL_ ALL RETAINE[_T S3��\�
N: 1 96721 .83 ` I \ z I I I I \ (I I 1 I I I - UNDERGROUND STOR \ N: 67 6. 0 \ HAVE TREE PROT CT[QI*PER�-
@ STA. 0+98 IE = 68.2- c I I TYP. ti
E: 1304420.22 + -� � \ I EXISTING SANITAR SEWER -CITY OF NEWCA TLE PU C� N� \ \ I END PIPE ON SURFACE'ANb BURY A I I I \ I l \ I I I � \ \'\ \\ PIPE ANCHORS 10 O.C. INSTALLATION TAKES_ \ \ 15�1 3 5 37.53-
TOP 8" SS = 50.64 1v ` UNDERGROUND @STA. 0+83, IE = 66.1 ± 1 1 \ VERTICAL SPACING PER n
ct BOT. 1 8" SD = 54.92' \ � � 1 I II I I I I \ PLACE PER COR STD. PLAN \\ ) n :� T P S = 203.62 WORKS STAjVDA DS. \ 1
O VERT. SEP = 4.28' 1 SILT FENCE (TYP.) \ \ \ \ \ \ \ 1 I \Ej(ISTING �DGEIOF CLEARING, TYP \ \ l l l ,COR STD. 221 .20. 214.00 OR 214.10 (TYP.)\ 1 / � o � . 1 SD = 205 � \ \\ \
34 LF 12" D.I. PIPE x I 1 5 LF 12 PVC` PIPE \ �� \ \ ► \ \ \ \ SEE �S \ 26 LF 12 =R-1 1 PIPE / p „ \ tKl� SF9 \ �2220 80 m �,SD #1, TYPE I CB h o \ \ \ \ \ , \ , I I \ \ 1 I I I I I ` \� \ � \ �\ �\ T�1 PE_ B I „ � � � � \\
w/ SOLID LOCKING LID % . \ \ o \ o \ \ O \ O \ 0 1 I I o I \ '?o\ \ \ o\ \\\ �6\\ \\>_ \ \ \ _ w/ SOLI i I�TNG _ I � - - \ \
W !!Im I STA. 0+34.45, 0.00' �j�\ \ \ \ \ \ \\ \\ \ \ I I \ \ \ \ \\�� O\ �& CHANNELI 6§QT 1 0� �'IN I n \ �17O- -21 Q::- 7 \
0 40 120 / 1 r0 CONNECT TO EXISTING CITY OF RENTON \ \ I \ \\ I \\\ \ \ \ \ \\\ \ \\ \�\\\ \ \\\ � STA 6+37��14, 00 1 � �� � \ - � � � �\ '-,\
\
SCALE: 1" = 40' Ill j STORM AT EXIST. 12" CULVERT, SEE \ I I 1 I \\\\ \ 1 \ \ X
\ \\\� \ \\ �� ���STD P4N�20�. //I I I I ^' \� \4 I IIPROFILE BELOW FOR DETAIL. / / I I II, ► \ \ � ► � I I I \ , \ \\ �\\ �\\ \ \\ - � � ,,\\�\,� \ �� -- _ � , , I / I I \ \ \ - \ . � 1 I , \ I
ct ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: DETENTI N VAULT:
Z ......... ......... ......... ......... ......... ......... ......... ......... ......... EXISTING GRADE, T
O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. ... . . . .
........ ......... ......... .........
51 LF 12
PVC 6.80%IIII. , .. -.
220
W......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ........ H HDPE 04%IIII.. ...... ......... .
......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ...... .
......... ......... ......... ......... ......... ......... ......... ......... ......... ......... PIPE ANCHORS I0:0.:C. ...
O ......... ......... ......... ......... ......... ......... ......... ......... ......... VERTICAL SPACINGPERCOR j:: ...... ....... .........
........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... IIII STD. PLAN 221.20 TYP: ...... ......... . ....... ......... ...:13�4LF12`.........
Q 200 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... IIII ........ ......... ..... ... � �... . ....... ......... ....PV. % .....
200
0 ......... ......... ......... ......... ......... ......... ......... ......... ......... : : : �........
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......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... .. a ......... � �....>..
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180 ......... ......... .....IIII 195: �: ........ ... ... ......... ......... ......... 180
i
......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. �'I..... /........ IIII.<.�. .. .J r.-•...Q...m J- ^.� ......... ......... .........
KInTCC -
1 . WORK SHOWN ON THIS PLAN IS LOCATED IN THE
CITY OF NEWCASTLE. IT IS PART OF NEWCASTLE
PERMIT ERR] 7-009. THIS PLAN IS INCLUDED FOR
REFERENCE ONLY. PLANS APPROVED BY THE CITY OF
NEWCASTLE SHOULD BE USED FOR IMPROVEMENTS IN
THE CITY OF NEWCASTLE.
2. ALL STORM DRAIN PIPES MARKED AS "SD" ARE TO BE
BUILT USING ALLOWABLE MATERIALS AS OUTLINED IN
WSDOT/APWA STANDARD SPECIFICATIONS 7-02, 7-03
AND 7-04. ALLOWABLE MATERIAL TO BE DETERMINED
AT THE TIME OF CONSTRUCTION UNLESS SPECIFIED
OTHERWISE.
12„
PROVIDE RUBBER O-RING
GASKETS AROUND 36" HDPE d.
d
6"
HDPE ADAPTER
'I 12"
III I I
GROUT SHALL BE MASTERFLOW I I I I
928 EXTENDED WORK -TIME I I I I I HDPE PIPE
NONSHRINK GROUT OR EQUAL.
INSTALL PER MANUFACTURER'S I I I I I
RECOMMENDATIONS
III I I
1
d d. 2" MIN. 4 EA. # 6 REBAR
d
a dQ C.R. d as ,�AS SHOWN
PROVIDE CONCRETE SUPPORT
WALL, FULL DEPTH WITH A
NOTE: CONTRACTOR SHALL MINIMUM OF 12" AROUND TOP
SUBMIT SHOP DRAWINGS PRIOR AND SIDES
TO CONSTRUCTION.
HDPE CONNECTION DETAIL
N.T.S.
(SEE MANUFACTURER
::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: 570 LF 1.2" HDPE SDR 1 1 PIPE . ......... ...... . . O°: : ::I: %:�::: �: : m:Z m �: N l7 0 : : o ri . II . . . . . . . . . . . . . . . . . . . . .
......... ......... ......... ......... ......... ......... ......... ....... ONEXISTING GRA E,TYP. .... ..y� ....... ......... .....N.+. v. p II. Y o..^'.�. ..... ......... ......... I�„
......... ......... ......... ......... ......... ......... ......... ......... .... .. ......... .... , ... \ ......... ......... ... .�. .0 W _ w R 1-2 .1.1i .... ......... ......... NpP
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BURY PIPE AT END OF -1
SLEEVE PER PLAN.
EXISTING
GROUND, TYP
o�
IE 18" IN = 53.04
SD #2
TYPE II-48 CATCH BASIN
W/ SOLID LOCKING LID
COR STD. PLAN 201.00
J� �O �7 _F
ti
O
AF 36"
24" MIN.
r-
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OUT
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- IE 12" IN = 56.04
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SLEEVE CONNECTION & SUMP DETAIL Q
NTS
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......... �,; .... . . STA. O+ 3, IE = 66:1.±. ... ......... ......... ......... S.TORNf D: IN O,UTFA L PROFILE ....... ......... ......... ......... .. I I I I ... I I I I I I I I . I I I I I I I I .
...... 34 L 12 . :::: 1 5 LF 12" : :: . . . . . . . . . . . . . . . . ......... ......... ......... ......... .........S ALE. 1 "= 40? li . . .. ......... R-396603(/,
...............................
40 ::::b.l.:@.11:8%:::::: .PVC @5... ......... ......... ......... ......... ......... ......... ...1„=.20' .. ......... ......... ......... ......... ......... ......... ......... ......... ......... 40 LI
......... ......... ......... ......... ......... ......... ......... ......... ......... IN COMPLIANCE WITH CITY OF RENTON STANDARDS
......... ......... ......... ......... ......... .........
Ifl ^ . . . . . ^ . . . . . . N . . . . . . . . let (" 00 n V1 N •
D'1 IIII... n IIII... N N ...... ..... IIII... IIII... IIII... IIII... IIII... IIII... IIII... IIII... IIII... IIII... IIII... IIII... IIII fV Op N N ^ N N ^ fl0 O 1,p C1 M M QO
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M '� 0 , of I of o v v Qd ao � a ci " `4 � o � � ^ v ^+ N "+ �+ � DEVELOPMENT ENGINEERING �
n O W NN M O N �1' U1 O 00 00 O O OO NN NN NN . ........u,at
n�.......Do� ......o, o....... �.........,�N.......,��....... �u,....... �W....... �oo.......,�ao....... �c,...... o...... SURFACE WATER UTILITY
. . . . . . . . . `n. . . . . . . . . 1. . . . . . . . . t. . . . . . . . . . . . . . . . . . a. . . . . . . . . On . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NN . . . . . . . NN . . . . . . . NN . . . . . . . NN . . . . . . NN NN
......... ......... ......... ......... ......... ......... ......... ........I ......... ........ ..... ..... ..... ..... .. Justin
........0 00......0 40......0 80..1.420 1460 2 00 2 40 2 80 3 20 3 60 4 00 4 40 4 80 5 20 5 60 6 00 6 40 6 80 7 20 7 60 8 00
Jus 'n Johnson 02/11 /2019 rstraka 02/11 /2019 Z
12 /20/ 18 Know what's below.
Call before you dig.
S. GoL10
WA
of S
f'� �+ j SURVEYED:
rm O L D S M ITH z x DESIGNED:
BPF, SP
LAND DEVELOPMENT SERVICES 24597 DRAWN
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1215 1 14th Ave SE, Bellevue, WA 98004 1 PO Box 3565, Bellevue, WA 98009 FAO �GISTVIV_ �w CHECKED 5P
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JOB NO. 14134 iCAP RHODY RIDGE, LLC NO. REVISION BY DATE APPR �IPPROVEDKJG
SCALE:
1"=40'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
at
DATE:
RHODODENDRON RIDGE 12/20/18 Q
ERP PLAN SET FIELDBOOK: 1977 O
PAGE: 27
Q
DRAWING NO: O
OFF -SITE STORM DRAIN OUTFALL SD-3 =
SHEET: OF:
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