HomeMy WebLinkAboutP_Utilites_Drainage_ConceptualGrading_Landscaping_Plan_090427_v7.pdfrn
O rn 8'±
PORTION OF THE SE 1OF S 31, TWN. 23 N.,E.)W M a
SIDEWALK ~~ PLANTcRITNG5 ,5
N STRIFE
o cD
d N r OIT Y--OF - RENTON, WASHINGTON a
A) •n
O v 1\ I + Q
c) N v \l N c .I N 1
C co Jr
c Oc_5 CS , v C\l C,) \
C Q
l „ i I I V c\, C\' , 7 ` {0 0 C.) c.7 CSS r - ,__ -- N r1 c \ \ \
x J (, a( rr 'l fc) c\ \p. Lk•<J c_T a
N \ \
c"I
FOUND 15 8 I REBAf API r k ;,, `, x, o !
I I I / ti l \ I I
SET RE AR ` ,r) (\j "? r' -)FOUND 5/8" REBAR &CAP v -v (5)0,
t / I )ANS C PI i ' ' \v \ a11CPQ230IIi \ 1 I I / 1
f N. LINE S. 525, S.E. 1/4, S.E. 1/4 I 1 I I "CRONES 29537" 0.39' N. OIILS# 111332 T P. 1 RETAIN NG WAEL I \ \ \I
p\- i p 1 ` TOP=366 Z d °.
a ST.
P
OHN SEWORTZ ------------------------ .. \ I I I I, II \ \ `I It ( I I I S88 26'38'E 516.45'1 I I 1 I I j SII
1 ` 0.15 E. OF PFcO,_,. COR. \ \ I, _ G ,
II \ I I I I \
1 I l/
TOE -361
0 5 10 20 30ZQE. LINE W. 794' I ;
i
I I I t I
I
i , I I I I I I ! I I I I FOP -3 81 i\ i (HYPERICUM ASCYRON)
N.. J - S. E. 1/4, S.E. 1/4, i I ( I
I \ I { \ \ \ I ' 1 I \ i I ' - I
iTQE=3 0 I
o
PLANTED ATa,•
1 \ I \ I \ I - r J -l- --r- --, l 24" O.C., TYP. D.
PER GENEVA COURT ; ,_ \ I I , i I l I i i MR L : • a , / ,y ., _aLSCr \ i I:,30'
a
d
00 / I I I - -(-t - / / /- - - - - - - - I - - t - I t - i 2;
3 / /
5 U IKLKY SCALE 1 -
N _
o
WEST WALL -i, 8' I ) (-
2 GAL. WHITE ROCKZIIi . a
D. _ 16 TOP=270 I 07 ROSE (CISTUS
o W . TOE -252 I + I I I I ( 10 Q I \ I I 1 Q x.13QLI
V Q I
L_ // I / I I
I ! I I I i I `,' F i I P"
s 1. a
S'
I \ 3 1, ' 18 , F v DRAINAGE STRUCTURE: ALBIDUS) PLANTED
I / j ( I , 4 I S Ft I I 5, 00 S Ft f ( / '
j j I o \ / 5' 0. C., TYP. I / 1 I I I ` I I 5, 440 Sq Ft I 6, 69 Sq Ft I
k10 I / % 7 i/ / #1: SSMHG. Z (, o 1, , J ------------------- `' vv --- L It1 ( I ; RIM = 231.14
Z + , / 13 ' 06 t '" / 1 1 I I t I, 1 I I I I
I r T ;.
I(- T / ! -- I / " 12 PVC E.= 222.76VIo, / I/ , Q IS q I I 1 l I I I I I I I
I I I { 1 I 12 " PVC W. = 222.64 1ZI ( I I `
50' OPEN SPACE r - v Q
I
I 1 1 EASEMENTI cw - - -1 - -I- - - _ -
I - - - - - _; r I ' RO:C4F'R I _./ / #2: SSMH
aJOJ1J \j I I , c 1 c) c\f I - - I - - -r - - +- - - 5, i e r RIM = 278.96
I c\ I I f c ' 1 ' c
tr / / \\ f
i / >> 12" PVC N.E.= 273.33 " 4 884 Sf) I r\ I I I j
I"" ( ' ,\Q \ J I \,- j /- , ; _ , :I `/ {
I I 12" PVC S.W.= 272.96
NNNNwZZ _ I c .. .` // 1
a' C• :
I l "4`ti „ I. I I I \ A \ /
G ,
L .•`
r
O - ------ - _ Na.I' , / a a.• a : ,' .:1 I / #LANDSCAPINGDETAILA, o I I a 7 I d. I " .;a,•' 1
3: IE 8 ADS 287.75d
Q - - - - - - I ' .... I , SD I i I Jv , j #4: IE 12' RCP = 231.74YI ,,. , n ,, • s . , . _.: h . - - ), NTSs- „ ... y
OQ • WEST WALL . .< -,. ,. ! .• , .. . ., _ .. , _ __ ht . ,. , , Y . .. 5: IE 15 ADS 225,89V .,.,, , f :, .. ...x.., ._. ,. ,,., ... x _. fir., O -,e t-, w a s ,L - .- / t t R RC T I .. ... .,
i. i-x::yr: L- .x:. .. :s .. .
T I, ..
raw .,..,:., r,: ;7:{ ::. . 3" ,r •'1• .:-'' vfi... S 1 \ YJ
A .,-, .,,. ,. _.. •, , : t.., ,., , . ,. . ,:.. ... ,. , ....F t, w ' 42' R.O.W. p
4
Z ...... v 1 _,.- ., .. .rM. .. .:,,.. . ,.._, a, .. 2.:. ..,,. r..
v s
u. ., .,, .« .'A .,,w. .,rR Y x .a x T +... . ,. :I ':'.".. :.; ;: j& I 'S;'{l i+R: L 7 #5 .. €Ac 1. A' } I .. .. P. ,..- a%'.; n.. ,.w. e. .,, :;.r.,. :.;.. '^y "t_:t .=..S ...' ... -.. .. .. ...t. -. a .. ...c 1 .\ .x'.-. .'r.
f. tYI , .. x....•.. ,u.$,.. ... .. 2 c .,.- ... r +P . .s. a , .e. u I 3 li .,.}p: f . _.... x ,t f - A RIM - 311 44ivr :. ; , . • x _., w , ._ w:. , „ ,v,. x. , , C K E R Y 26' ---1 s'-.-
C \ .. ... f. ,. y.. n.. ... ,•:.. .. ,5. . n. -,... 9 ..,,.. f ,. k: \ ,k. c..w., Yt.. _... ,. s.... ....::.. .r 5,,. ... „ .... 1
i
r. A , , _ -, _ . - _ • , . ,.... . , .. . , ... , . 12 RCP S. E 309.84
r.G?~... , . •.;: ., ..a'.:. 'F r:„,• .. •.: r,.-.>, .. rs ..:;::; ..„ € , i .):. ..., ..: /.' , i` ;c aka" ';wT a 5 `C,' ) , k. . e gs, 7I,, .'.. L „.........: ... ,?;a.,e xn;'yy : r y s , r+,l A F 3 i 3WV \ (
51
RC 09 214zovIk ,_,,;, _ 12' P N W 3 6
w V -
I IV O fl x;, .i II I 8' LANRIP
I A . 1 1 I 1 : r 1 \ I I A I
j ''- j # STRIP 0.5' i l
I #' 7: CB o.s
Z _ - - - - \ \ \ I LJ . \ QS i' f; $ ' I I I - - - I \ 1 < , \ \ 5, F \ / , 2 0 2.5
RIM - 318.46t !-- ----------
I ITOP 32fj. - „ T I I 1
I _ I I
Iw (
a \
s I• V 1 I 1 - - - - - - I-' - - - - \ \ t ° I 12 CMP S.E. _ 317.08r
x m FOUND 5/8 RE & CAP \ I' \ , i 1 1 I -1 -I - - - - - - - - TOE= 28 , .1l _ / 1=a<< ti
NUNN°° \ r I I \ I I I I I I ' r / ` / \ (. 12" CMP N.W. = 316.78
x c OPEN SP CE
CPQ 22330' I I :, I I I \ -
j,90' S Ft I I ' I , ( 5' % - CONCRETE SIDEWALK r?
a w r iI r Gr A
V v I I I \ I V / ( I, V / 3 - 8: IE 8" RCP = 314.79 ASPHALT
L. M TOP=270 ` : i r r # VERTICAL CURB &GUTTER13 = I \ ! !
t'
t I \ i I \ \ 1 4,594 Sq \Ft I \ -
I
o \ I c : ) s.51'\ I \ \ T ` \ TQE 125- I 15 ask: EN SRIACE \ 4,500 Sq . t I \ 5' 96. -S _._Ft I ,l \ I ROAD A5ISFt _ ' 15 B SB L1 I I \ , q ( :}
o (ONSITE)
MEMO` TOP=, \6 t
t
v" \ , I \ ` s J -- - --- - t - ---
I \ : 1. i\ " h I \ 340 NTS
TOEi,24 ' x,< I I C.
I
j- Y - \ \ '
t ` 5 3 F 50' ROAD &
II EASEMENT
I \ \
W + I \ \ \
J \
g\\ \• \ - _ 31.5' 18.5
ob - vv '„ - - - - a w u,
11
Z \ - - - -
N88 -
L
2' xx, \ > \ 63 W 5
k:.
15 5 \' I ' , `` '" ' I ''\ \• -- - - - - \ 1 \ \ r r , s" , ' \ >\
r
8' LANDSCAPE
525'
l\ .,\ \ STRIP
I I 61 - \ LINE, N. 207 S. 525 \ \ rv\ \ 2.
S.E. 4114j > I
k ' I MERGE CY VEHICLE GATE IW1 / , S.E.
Di
SJR ' o \\ \ I \ • \ \ TTM SIC _ ENTER \SYSTEM/ / ? •
2 STREET TREES`., PER v I ) . QI - -
M - _ 1 M y 1 f W-ANDSCA TNG - t. FLL _
N VERTICAL CUF B Vic -:.GUTTER
a •; I
SEEDETAIL1 ! ,- \
I, 1: .• s I.':r f l -J ,
0o iNoff ROAD A
i o
I NTS
I
a
2s' R/w
30' INGRESS. EGRESSCC) &
UTILITY EASEMENT "_ • _
x a-
03I
cn
1
II
o
10' 100.'
5
o'EMERGENCY VEHICLE l0'
10
Z_ ACESS 5'0 =
o LOT 151MNO
I I I I o 2% RENTO J SP 059-85 I ' !>; I !
i ` . I / l f /` l I I I
I
O I 1 I I 2%
2% ? 2q, 2%
I I r
l (':
i
c / i UTILITY I . I{I 1a,a
F{ , I I / 7 I I :x
a ASPHALT
CONCRETE SIDEWALK
Rqc. 0. 20080.3? 2 ' ' , i I C) VERTICAL CURB & GUTTER ASPHALT
I I I (TL #312305-9119 / o
I I Itr 3;
c \ \moo 30, / i\ / ! r (irt
r
3c: INGRESS EGRESS I I ' r
ROAD BI193, 801 + SQ. FT. I . >-, I I ,.• I+' T I 1 I / I &UTILITY EASEMENT I (, ' 4: I (; I ROAD B
3 -x I I I 2.2± ACRES cc) /
1 I , I I I ," u (ONSITE -SOUTH OF ROAD A)
OFFSITEx4
12± I I I C\ 1 I I \ REC. NO. 7510220588 I I I
NTS
OFFSITE)
01 I / I I ,i I NTS
it
I I I I / / I \ \ I I i FRAMES, GRATES AND ROUND SOLID COVERS
39.5' R.O.W.
ar\
MARKED "DRAIN" W LOCKING BOLTS. (TYP.) I
CL FINISHED GRADE=253.5± 26' 16'-
5'X1 0
6'
5,X10 ACCESSDEPTHTOBOTTOM)
GRATE, TYP. t3 13FINISHEDGRADE=243.4±(
27
I I I I I
W
dN
O?
9OVERFLOWREEBODEPTH
TO BOTTOM) (20FINISHED GRADE_237.1±
1
25'
5' LJw (6" MIN.) (
14' DEPTH TO BOTTOM) 0.5' OAD GRADE 0.5'
0
0.5y',.\
V i ,
04 N \ -, I
2.50
O3
I ,
V, M"
LL_ U
d \ \ \\
c
II3s
CONTRO
Ld
STRUCTURE
INV= W.S. ELEVATION 235.25 CONCRETE SIDEWALK P ASPHALTSPHAL.3TE
0.5% MIN.
7.25' DETENTION
SHEARGATo
VERTICAL CURB &GUTER
STORAGEo10 .;
ROAD BPT`= 0 INV=228.00 12" SD
0.5%
180X28'COMBINATI lQIN. -NORTH OF R OAD A) - (ONSITE
1' AVERAGE WATER QUALITY STORAGE NTSCONSERVATIONFLOWCONTRO
BASIC WATER QUALITY
GALV.
70'
c\I ,\. `
J
o \ \
1 •
I
1 I
I
I •
I
I
I I '
CakOFU
WPAE
LADDER OR STEPS
4' AVERAGE WATER1' AVERAGE SEDIMENTS
p
o
0
tOI
I STORAGE DEPTH QUALITY STORAGE
LLJ Oz
o D VAULT DETAIL
z
O w O INV_o NTS`) '
219:9 1
N1r1sA3
3IL2
SPHALT EDGE
0O I , : oONN8828W116.74
S 55
I
Ir
I I I ®
CONNECT TO EXISTINGo0132.0 Call
N 00
w
SOOS CREEK WATER/SEWER before you8" WAR MAIN
N
HI I "
z
LLJ
31 3 2
1
1 9'00
o oS -
800-424-5555
38 5 . W26c"I.' .
UNDERGROUND SERVICE (USA)N88 26o
REFOUNDCONCUMENTAVOIDCUTTINGUNDERGROUNDTMONwNT>N88 2628 W 2615.40 (ROS J UTILITY LINESITS COSTLY7 , z EXISTING SEWER MANN LE / `/ / ! IJ `. / I I ` C,3 W ---NAIL DOWN 1.5
Nil{{ I, Ili, i I_II