HomeMy WebLinkAboutP_Utilites_Drainage_ConceptualGrading_Landscaping_Plan_090427_v1.pdfI
N
g
I
N
g
z
er:
C.
z
0
Cl)
I -:
s:
0
r ~
0) ...
I)
Q
E -
0 :
c
olj
0
t0
II
f-
FOUND
13
7·-
I :c--1
0
I
CO I
C0 I
1
I
co
IJ
0
CJ 1'I
z:/1
II
I
I
I
I
orr /\[..
u.
1 · --.-
I
i\
I
I
50' ,RC A r ~
U TILi TY 1'[A 5 Iv [ IJ T-' .
Ji_. 20()803~7 10 1l ) },
0 ;,
o._ 1-,.J.,,-1,,-,,L-,,-l--l \I \
2
o._
N
0
0,
3
tJ
m
0
c--
01 .,.
0
I
z
w
I
0
0
I
a)
cD
N
en
g 0
i'
i '
I •
I
I
N88'26'J8"W //6.74' \
I·.
tJ
0
0
I
N (/) (/)
6 ~ 3 i7i i7i
5 5
w w w
551W.' · ___ \,S_r_·\. -\'
132. 0~ \ \ -. \ \ . '.
I~ --2?9t2~'?c_~+T''C°'~~__::C'---[-T'i, -cc.-,,
o:J
N
1/) "' "' ~
g 1--1-1-1-1-1--1
D
N
0
r-') N ,..... 0
z
r=r"T~~-::"--1,._1 _ I .
2,2.
O
E:XISTING
CONNECTiT .
SEWER MANH LE ;,,·
i
I -
i'
v
I
I
I
I
Ii
I
i
I /
I
I
I . \
I
I I
I
I
I .
I 1.
I
I
I I I
I I
I '
I TL #312305-9119/
I 93,80/± SQ. FT 1
I 2.2± ACRES :a
I ; ,:\/
II /
I , I I
I I
I ! I1\
I I \
1 \
I
I I I
I 1,
I \ I
I
I
I
I I
I I
I
I I
I
I
I·,, \~ (',\
II
I\
I \
I \
I
I
I .. i \
I
I
I
I
I \
I
I
I
I
I
I
I
I
I
I
I
I \
I I,
1 \
I I \
I I \ I
I I \ I
I I I
I
I
I \
I
I I
I
I
I
v
r I
i--
I 1 \
I
4,5,94 Sq ·,Ft
15' BSBL\
I \ ~-----;:--
I
I
I
I
I
I'
1\
I
I \
I
1
1
I
I.
I
I___I ___ L __
I I ,
I •
2
4,500 Sq Ft.
I
LOT I
er
0
I
1 : I
I ' I
I f I
I '
0 RENTON SP # 059-85 \
0
I')
sc'o '
o
I' I
I
11
I
J /11 //ll"Rrr,--r·,r,,nc/'~ 1
1 .,(.J,1.t~::i, t_(....)/,t...L).) ',. ·.
UTiLiT/ [1'\')[AJE/'-{l" 1, I :,
R[I \') ·1c;")''~'Q8 ' 11, ,
C. 111 .• cJ U_!.u)o 1, i' j :
11 I IH-1c+:1,
CONNECT TO EXIS11NG
SOOS CREEK WA !IR/SEWER
DISTRICT 8" WA !IR MAIN
I i I
I i
I I
I !
I i,
1
1 i
1
I I
I I
I I
I
m·--~--~---=-··-·---------------__ ... ------__ _____,_ __ ----------· __ , ____ ---------------·-----------
I
I
I
I
I
I
I
I
I I
r -, /
I
I ,,---~,,
F
1---------
J
I
TOP=366
JOE=361
3-1>)
0 5 IO 2t) 30
SCALE I" "" 30'
DRAINAGE STRUCTURE:
I: SSA.ff/
RIM = 2Ji !-'!
12" PVC E_ -?22. '6
12'' PVC W.= 2t.'2.S4
2: SSMU
RIM z 27:J %
12'' rvc NF_=
12" PVC ') !·'!" = 2/2 9,5
J: I[ 8" AUS ~ 18:'.?5
1: /[ 12' Fc:.O = 23 I 74
5: /[ !5' ADS z 22589
6 CB
RIM = JI I. !•I
72'' RC,O SE c::: J09.8,i
I)" RCP /1/. ii/.= J,r_l~l . .26'
7 CB
RIM== J/8.'i',S
12" CMP S.' ~ ]/:OB
12" CMP t-i. i'I/.= .~ /5. 78
8: IE iJ'' ;?,,:" -
l-~---'-26' R/W------
8'± r--iDE~VALK -1--PLANTER -I
1 ~ STRIP
GJ
4
LI
4
J
4
4" POT CREEPING
ST. JOHN'S WORT
HYPERICU,I ASCYRON
PLANTED AT
24" 0 C., TYP.
2 GAL. WHITE ROCK
ROSE (CISTUS
ALBIDUS) PLANTED
5' O.C., TYP.
LANDSCAPING DETAIL
It 42' R.o.w.
NTS
1--1----,,··----l---16''---
13• ,,.
2>
CONCRETE SIDEWALK ASPHALT
VERTICAL CURB & GUTIER
CONCRETE SIDEWALK
ROAD A
ONSITE)
NTS
50' ROAD &:
1/-----UTILITY EASEMENT·----
31.5''----1--18.5-------
13'
1------'8' LANDSCAPE
STRIP
0.5'
13'
VERTICAL CURB & GUTIER
ROAD A
OFFSIIE)
NTS
1----30' INGRESS, EGRESS(---
UTILITf EASEMENT
10·
I . c::, \,()
I
ASPHALT
ROADS ROAD B
ONSITE-SOUTfl OF RUAD .',)
NTS
OFFSITE)
IJTS
FRAMES, GRATES AND ROUND SOLID COVERS
MARKED "DRAIN" W/LOCKING BOLTS .. (TYP.)
FINISHED GRADE-253.5±
27' DEPTH TO BOTTOM)
9 • ROAD
OVERFLOW FREEBOARD
6" MIN.)
FINISHED GRAOE-243.4±
20' DEPTH TO BOTTOM) ,
39.5' R.O.W,
1----26''-----16''--'
s·x10' ACCESS
I GRATE. TYP. --'"'-' -.+---"'--
Flt~!SHED GRADE=237.1± -5'~F
r/1
14' DEPTH TO BOTTOM) .;, o.5' ·'.,, t 2.5'
1-·r:: n/ ., ~
IJ==-=-=l=N=V~=-~=~, ==~~-.=S.=E=-c=E=VA=T=;;=N=_-~;~~!5=;=;=7=-~7=2=5=' =D=ET=E=l:T=-l~=N~~S=HE~A~R~=c~=:i~~~ ~_::~,-~~~J~~GRE CONCRETE SIDEWALK ASPHALT
228.00 l , . STORAGE "' --.\_ I -_ VERTICAL CURB & GUTTER
0.5% MIN. -\ ff' -
1' AVERAGE -=T=-Q:LI:-S:R: . -:~r_,,;,-_ 1_-'----_-_ _:-_ ----~Jr--,,w.neeo (," SO (O<S ,< ".?f,"eo'° ,)
LADDE~'s6~-SGT~~~ 1' AVERAGE SWIMENT 4' A:RAGE WATE:l -=---=j . •>'LA ..... ,.
STORAGE DEPTH QUALITY STORAGE
SPI/AL T [DC[
I
I
I
I
I
I
R/D VAULT DETAIL
NTS
I
Call
before you
oig.
1-800-424-5555
1.)/.JDERGROU/'-JD SERVICE (USA)
0\,/0ID CUTTING U!'-lDERGROIJi'JD
JilUTY LIN'::S. IT'S COS Tl Y
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE O,SL Y
IT SHALL BE THE CONTRACTOR'S RESPONSIBiLITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER
GROUND UTIUTIES PRIOR TO COMMENClflG CONSTRUCTiON. NO
REPRESEflTATION IS MADE THAT ALL EXISTlflG UTILITIES ARE S.'10WN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCA !ION.
CALL BEFORE YOU DIG: 1-800-424-5555.