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a rzs3 I 4306500020 4306500030 T
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-R° � I ! ; -- PORTION �F THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N., RANGE 5 E., W.M. \ 1' 1, WT Ewl
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S.E. Mm PL KING COUNTY, WASHINGTON
RELOCn TE •BEET ^ $ �I SW04'27"E 525.09'(C) 525.06'(M) 111 \PARK
NFw'�� ! LANEn N8B'03 46 525.00 (LL)
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FEND YON IN PLA AT D 162EC110N
Of S .•LSTTH PIAfi AND 162ND
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Q #. 56 A I 8 I CONSTRUCTION PRNATE TEMPORARY 1 --
z V lJJ ° J r \' \ PARCEL i ; PARCEL i °m, EASEMENT RT RAIL
o E D NEW ROAD ��;� „';I- I
111 /y i \�r�1 I TEMPORARY I vi°i TEMPORARY \ 1' I
Z S !>l�.N ROAD MiYNeIG AS p��' TAPF \ PARC(3 i CUL- DE -SACI I 'D 1
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Q - - _ n °oa4 - .,,\ I 4308500080 EASEMENT (PUBLIC) PARCEL i ( EASEMENT - WIDE CRAI
Y N 6 - SWOB'38 23.49' C Q 43065000701 (PUBLIC) O CCESS RDA
CM — — TAPER ROADW T O A'D 2” R -- PE T
in: �____ __ — \ \ 1
1 iasz^ssg s I FouND V2 I A & --- ""� --'fir AR _�42' -_ �-- _= COORDINATE WITH \ 11 iL
OF
'NE, !pti I \ \ I CAP, MAR •R11 LAP, M FAI FOR-
------ E %. 30'
\1 EI \ ' I' I CAA, MARX ,,M Si - �nsrs pa SCHOOL DISTRICT \
, m 1 rN0 Rn«ENE ` II I' � 0.651 4ViN ; li ' 'm� W Cf ME i 'DUiT4 OFS1mE. ISOU TEMPORARY 1 GHT OF WAY
` I TURN - AROUND
STA. 29 +Jl.96 I \\ I OF LINE 1 \ \ I ID FOUND 1 EA RI R
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EnsT, 4'I>r MWK I o.ao' n+ �4y.� EASEMENT. R =47'
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PARCEL i i i I pa R I DO SPOUT i I -0 1�
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L F-i MWWAYS To AC SS ,p 429. E 1
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KEY MAP
NTS
NOTES
1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS
CONSTRUCTED ON LOTS CREATED BY THIS SUBDMSION MUST
IMPLEMENT FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS)
AS SPECIFIED IN THE APPROVED CONSTRUCTION DRAWING NO. C7
ON FILE WITH THE CITY OF RENTON AND LISTED IN TABLE BELOW.
LOT NUMBER
B P TYPE
ALL LOTS
LIMITED INFILTRATION
1 -49
PERFORATED PIPE
CONNECTION PER
DETAIL BELOW
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1.
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:hl
KEY MAP
NTS
NOTES
1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS
CONSTRUCTED ON LOTS CREATED BY THIS SUBDMSION MUST
IMPLEMENT FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS)
AS SPECIFIED IN THE APPROVED CONSTRUCTION DRAWING NO. C7
ON FILE WITH THE CITY OF RENTON AND LISTED IN TABLE BELOW.
LOT NUMBER
B P TYPE
ALL LOTS
LIMITED INFILTRATION
1 -49
PERFORATED PIPE
CONNECTION PER
DETAIL BELOW
2. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSES IN
THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE
REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY
RESIDENTIAL BUILDING PERMIT FOR THE LOT.
3. ALL INDIVIDUAL LOT CONNECTIONS TO THE DOWNSTREAM DRAINAGE
SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION.
4. ALL INDIVIDUAL FLOW CONTROL BMPS SHALL BE PRIVATELY OWNED,
MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
C EaN nal «ENED W I ' - _ -'t = - P m FLOW CONTROL BMP'S FOR THIS
-I _ \ 1 I R1 E C 8' CxUNUNK TENGE T Ri AIL
a sTA FASELI NT ,°n ' g60 \I SITE SHALL BE LIMITED INFILTRATION
A A PER DETAIL BELOW.
J
s 1- _ 35 40 1 II a C22 2
a - __-�„\ 40 ed• 40' 44' 1 LL____ W 5' PRIVATE TEMPORARY \ 1(
6a '.`PARCEL• ',� 5 _ ,,, . wA `r -34 _ ____� _ ILL CONSTRUCTION 84 JAI
6 £° AS -BUILT STORM LINE �7 - - - -- - -- 1 random fill
° < AS -BUILT STORM TYPE 2 .� tID 11 -- I, ` - 4�__ _' - -40' \ I 40' 44' 40' _ 52_ \\ \ I \ \ I ) )
filter fabric
CA Y 1 a I ; `l \ BLdOK. Y L WITH I�� _ rl \.--� I' (
1 AS -BUILT STORM TYPE 1 END s' cava+ETE sDEwALK , 1 I' COLLEC PIPE P I LJ— �— l\ I , -
9ELLN e' LRA4EL PATR I PE RATED PIP !)OTING 6 _ = �tY -_____ E% �I O I; p ° °, 6" part pipe
SEA, I6 +41.85 ..1@7___ _ _ _ ESIGN P TI t'LINE TO T SYSTE \; , , av° ° a °
d _ _ _ \ I �; 1 1 = i' 18" min v , 0 1 I /2" - 3/4" washed rock
x AS -BUILT STORM STUB , _ , ` \ 60-__ COL
-� y___ `� __I - -`� LE ON PIPE IYP. 1 1 I O ' \ v° pe u °O
_ _ _ _ _ - 1 /' ROAD- DESIGN
AS -BUILT STORM CLEAN OUT Ay T ' I 'i ' I i I �' I \\ I \ 141717
z y ` \ /' \. t �• ; \CB \ \ 1 10' LANDSCAPE C \ 11 4 I.— —�I
`g DESIGN STORM LINE 1 L�. II I \ I- \ I - -- =�1�= AND PUBLIC i 24" min
- 1 CB ., ��--= tF'=44 • - - - -� - SID ALK EASEMENT � T
DESIGN STORM TYPE 2
.. .., .. ..�,D "I f 5/a "REDARB C.W. ; 1
d DESIGN STORM TYPE 1 \ l
w , F _ ' ° \� \ ` ' I o6N SCUIHNOF LINE, \ \ h,J TRENCH X- SECTION
DESIGN STORM STUB 1 ° E f 1 > \ \ J NT$
° __ C \BiOQ\ J
a PARCEL. i ti \ A 0, °` 1° 1 I I \ I P' \ slope
to 3 .0' R.O.W.
�+ a P ASR 0101 I F� 1 -- r-'� O I` i i i Ir-"" drainages stem
n .. e D DICATION / 9 Y
P BLIC \
\ b Co I 1 ' 1♦ _ _ 1 it ' \ I I \ 1 1 __ __ W
°O TAI I `' -0_AtEM2 MOM_ _ D - -__ F ' __ __ \ / 2'X
u _ _ — _ _ ___ -L - li _ _ I V level trench
ai Q P �4661A 4E 1 m CB \- li I'- 'Z___- ;_____ ` -_ p 0 ` i l i / \ / w/ rf pipe
E 'a `a `a a o,,, 9f E� a.. 1 I V I \\ 'm W I -I r- _ ( } EX. Pe PP
fj• STE �� I ! \ I I 1 Fyw \ - - STRUCTURE
d N S /ONAL E11� -_--- -__ --_� / _
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I � PLAN VIEW OF ROOF
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54 I D \ DD bL % FLOW CONTROL BMP
E. s s s y 60' R.O.W. I 0 _ F° 1 T \ E I a^A
}m x cd v (PUBLIC) ._
NOT TO SCALE
zw � �,ij�¢aa,�,` f�._ ----\ \ �� 41 . 1` ` FYJSi. iCYAMtIhX FEh'Cl 66
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i064Jp
M . „SONG NOTEI
AND PUBLIC 1 a e *�Axar
x m \d I I ; PARCEL 4 ANY WALL E)(CEEDM FOUR FEET
4 z SIDEWALK EASEMENTtf°) I < o cat \ \ (4'I N HEK9FIT NEEDS A SEPARATE
n w N ( / M ARFn°�OF \� \ 1 I +S �I I \ I j -F-- i _ ` Ir ,o. 132305 '., /
_ z CELL y, 4 FFp /� 0b _ 1 MACAT TTf AVE. S.E. x a ,vim ®�
J Q O N eD C5 W �( ,\ 1 \vk& -A. \ \ ' _��-�= __\ _\ �I I \ W� BLIMIR� PEF .
N Z aD N I� W W PARCEL i '� I \i `\ D `\ NReai�?`� \ \�1 �`-`\ _\ I i ^_\ o' LANDSCAPE a
W 0 ED _ \
'� N I I w 145750 \\ IC � 4 I h \ I -�� _ =: t - 3-- AND PUBLIC r
n < ? V OI00 :• \\ \"--- _ - _ —az I __ "� 0, SIDEWALK EASEMENT
i
�_ z N N wz �' - =_-_ -- l� \ RECORD SET
of Y v v V N \ \ __ / \440 ' i\ I _ \ \ \ 1 \
N \ ` PER AS —BUILT REVISIONS 5 -31 -2013 F
s _ _ _ _ _ START RD - - -- _ \ CITY OF RENTON
i L^ s zWMKS 67 � �.i 0 \. N w"TS'W'T�3.7 ' ' ` CB
\ '` - - - -- _ _ CHECKED FOR COMPLIANCE TO Cltt STANDARDS DEPARTMENT OF PUBLIC WORKS
00 t� e�
H rc �jN AY/ S
V TYPE III
VEHICLE BARRIER \ LY�w4re _
Jy b�pZ PARCEL i i SEE DETAIL SHT T \P 50 0145 \ POND ' �, _ _` \— P i AS -BUILT O
1 u\ ' , �I�S DRAINAGE PLAN Z
° 0 145750 I ( T uB�fi1 6PRDENB \ KING FLOW FA°nY 1�(LAPLEWOOD
° W Q 'e3 z 0108 I OF i MIN TOP IND EL- 40.00 1 i T _ m
IE- 428.0{ I \ \ 1 MAX WATER JIN E =439.00\ \ ' 1
1?' TRASH RACK LUA STATIC WATER RFACE = 1.50 \ \ \ '' ic(EIGHTS
o ° ? 10' E z 10' LONG z 12” THICK \ DRAM CID
DATE 8/18/11 q-E tp. LUA 03- O
.p MJ4'�u BOTTOM WET PON EL =426.00 \ .I
va► -w 6 y,8 QUARRY SPa 1j \ \ \ 11 I I PARK °AA"'" a
\ \ Ld
,(SEE DETAIL SHEET /C22) CHECKED FEW BOOK PAGE_ p i Go %w JIM
APPROVED C7 32
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