HomeMy WebLinkAboutR-380809W U)
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12
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06
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I.E. = 454.10
WALL DRAIN \
IE= 453.63, 600
WETLAND A
TRACT D
(OPEN SPACE/
SENSITIVE AREAS)
WALL DRAIN
IE= 451.01, 6"O
LOT DRAIN C.O.
RIM = 459.30
I.E. = 455.300 610
LOT DRAIN C.O.
___-- RIM = 458.90
I . E. = 454.02, 610
\ WALL DRAIN C.O.
BRIM = 459.80
I.E. = 453.90, 6 "0
10
►0
LOT DRAIN C.O.
RIM = 456.11
I.E. = 451.37, 6 "0
12
13 I
SPLASH PAD ' WALL DRAIN C.O.
��� RIM = 451.98 I
I.E. = 445.89, 6'00
WALL DRAIN I I '• LOT DRAIN C.O. � ^�
IE= 445.76, 600
I IM= 454.53 r
I.E.= 445.99, 6�
101
I I �
II
I I 14 II
I II
I� I II
0) I I
III
I I
I I I 15 I
I
I
II LOT DRAIN C.O.
I IM= 447.51 I
1. E.= 439.01. 6 m I I
WALL DRAIN
E= 438.75, 6b I I WALL� DRAIN C.O._
\ IM =445.01
\ �I E.\ 438.91. 600
� TRACT C
(STORMWATER)
LOT &WALL DRAINS FOR LOTS 9 -15
Cal Wo ftV Daye BNore You DV
811
(D)trMORWA)
� J
i
I I 26 I I
I I C.O.
IRIM = 482.65
I I.E. = 479.65
I
II I 5' UTILITY
I I EASEMENT
�I
I 25
I
II I
II
I � � 122 L.F. 8 "0, PERF. PIPE
I 1 0 S =3.61 W /INTERCEPTOR
DRAIN. SEE DETAIL
ITHIS SHEET
II ( I
24
II
Y.D.
I I I RIM = 478.25
I.E. = 475.25, 8 0 IN
� I.E. = 472.259 8 � OUT
SEE DETAIL ON SHEET DT -01
ROAD C �
(RESIDENTIAL ACCESS)
LOT DRAINS FOR LOTS 24 - 26
SCALE: 1 "=20'
5 +ROAD C
(RESIDENTIAL ACCESS)
---- - - - - -- .T•
•..... ... ...
22
i
23
111 L.F. 8 "0, PERF. PIPE
O S =1.00X W /INTERCEPTOR
DRAIN. SEE DETAIL � RiocK W L
THIS SHEET 3 (do NAT
_f Lew � tewsr�t.
RIM = 478.16 pvoy�rJ,
I.E. = 476.17 I � N� 70 �
L.F. 8 "0. S.D. � tota.E�T
WC A S =1.00R
AMEA
RIM =478.55
I.E. = 475.75
J
LOT DRAIN FOR LOT 23
SCALE: l•.p•
17 1
16 C.O.
RIM = 467.50
I.E. = 463.60 c,5
G�
53 L.F. 6 "o, S.D. �JP
O S =3.789 / ,-
/ do -''''-
/,
-
CB #1A, TYPE 1
• W /SOLID LOCKING LID 20
--�' N= 161073.39
E= 1302538.28
TG= 465.12
IE= 461.609 15"0 19
59 L.F. 69#0, S.D.
O S= 21.449 C.O.
of
\ ----- ----- RIM = 469.00
.j I.E. = 466.00
-- 35 L.F. 8"0,, S.D. ;
CB #1 `{} _ O S= 9.949
SEE SHEET PN -01 69 �. -- -
tilot
, UTILITY EASEMENT � .:f:�,
64 L.F.
8"09 S.D.Q.: Y
O S =4.959
23 L.F. 8 "0, S.D.
O S=3.64% C.O. /
-* 52 L.F. 8 "0, S.D. RIM = 464.45 /
O S= 11.599 I.E.= 462.50
-
-
�-�:- CB #1 C, TYPE 1 /
- -- - "J�- W /SOLID LOCKING LID
CB #1 B, TYPE 1 ✓ / N = 160986.00 TRACT B
W /SOLID LOCKING LID 1/ E= 1302587.18 (OPEN SPACE)
N = 160974.37 TG= 458.21
EA
" MA I
E =1302533.89 C.O. IE- 456.50, 8 S-tR
TG= 456.30 RIM = 456.74 33 L.F. 8 "0, S.D.
=4 1 " - 1
IE 5 .92, 8 � I.E.- 452.75 ®S- = 11.749
CONSULTING ENGINEERS L L C
33400 8th Avenue South
Suite 205 qV
Federal Way, WA 98003
FEO[ML MY (263) 4113"113 www.esmcivil.com E"Er� (425 297-MM
Civil Engineering Land Surveying Land Planning
Public Works I Project Management ( Londscape Architecture
ESM JOB #258- 044 -013
i
LOT &WALL
DRAINS FOR LOTS
16 - 20
Typical Keystone Wall Detail
-1 "Y' i
Renton, Washington
Drwn. GI S
Date 09/05/2014
Proj. No 2995.03
Checked KRC
Da*e Sept. 2014
Plate 2
1
D
EANLY CLEMNIa • GIMDM ►MNt SI@MnTAL
am
DESIGNED.
2
PLAN CWIUOE #11
E911
�
3
PLAN CFMNOE
F9N
°�"" Q
4
MYLAR SlOMfl'TAL
E91A t
aHEacm�
N0.
REVISION
BY DATE
APPR
=
GENERAL NOTES:
Rockery construction shall be perfoirTied m accordance
NOT TO SCALD SCHEMATIC ONLY
with the Associated Rockery Contractor Guidelines. NOT A CONSTRUCTION DRAWING
I
Rockery construction is a craft. The skill and experience Rock Size per 12
of the bidder will largely dictate the success of the Geotechnical Engineer SIN, Slope Surcharge
and ARC Guidelines Where Applicable
rockery is a protective syStertl irrtti respect ti; ihiE7
weathering and erosion process on an exposed soil faces.
►a
Maximum rocke,_ height H - feet i�� i • `
m v . __.
GEOGRID SOIL kEINt- uRGEMEN 1 it
C.*Nrid shall be Synceen SF -55
ST RUC TURAL C-4 EC_..;�,� }L. 1 iiyS' t Ai_ A t rl_ N
axis perpendi
Cieogrl0 Re►n1r :�� .:,;� .-nat �,. ,ir:r.�, _, .,rr_ - v � � ._ _ _.. .
-Jrawirgs Or _
oackfill and extei A ic ,iii P,4; t r ria•. ;
Geogrid Re #nfar.:::- n-r %ts stiii t ct:,r+tir,ir -tl a + ;i_rf ,1 - j; N
their Crrlbe0mer�t ;ength� anc: �iiat ,rc3 -;; , i-
provide ayCt -
between shortei i7 ere,--, :Jt OgfiO .1 a0 e t W e, - ... _.i ..
y,
aoracent o+eck4
REINFORCEC 3Az'KFA..s, P Ai - =MFN � PIPE DIAMETER MIN. 6"
1',,ac+{ea construoif_%rt eutiiprriteni shall p,ot be )Pt?fei ?i1 iii e(Aly jporl
Reinforced Sackf<i: arlci: be pia+ ed, ipieau i:, t oicit,cjctec geogrid, reinforcerne t A. rrin:rl•1um fiEi thickness ,)f 'ifiriles is tazlul9ti(l,
in such a manner that timinirrizes n -ir iii°i•1?}r � ° tL ' Cc i
m the geogrid arc -lartiuy" Lfiilfi$;I stii::ulo bE vo ,�: minirnu t% v Vii 1C ;i ":3fK�, ixt +t5 +a9i= ,�iiaClft•i
tl`e `ill k -id caralagi, l j :t s �c iJl�ric
Reinforced BaceFtii r,fiail i e pidtJC,u :aiio wr,tiJ 1I!i; ;
not to exceed F innhpr- whero hanri �mm�aMir^ fc r_E _
r. ;
,,pp �r
L. tit thickness 1t +�aii -- ,. :4e -t9:_ >> -.it lfi4j'S. ":; lilt" ' {t'+i 174 E`.( :. j'...';,•r?
clensity as requrec,,
Fi/ +. ,1 J `r '��� 9 iq-�,r �f ♦ . 4 � ..iR Gi ft ..Z .i � `'3 �,r FS ��r� �
Heintoroed Rarkr:ii
;i, uC..f,ttii a4vdy tits M.iJ Uiit3li itii1li dWe% 1r
)9
1 1
►►1eX1A'lllfl'T tieRs.t; � ,..iC : � ..t -t .': _
The moisture contew the ,,l r *fijii material ifr yr _ . n^
v ..
luring compacti(A"i cr : i
a
b
rrx»sture content
')Illy lightweigh+ A
Al_ '04,KeIy Cortstluc.,Icn `snail DE +:IDS1,; % %_r't iii.` -rie ,3Cti(r?r,.ilriC# it
A• hin 3 fret of tt :c �,,r., �f ;# t t rigineer or. a periodic of tu'4 -time basic, as appropriate lestino. i ?l thff
i.r3rri(TBffPri rlaCkfll Cil I1 hp *�s?rfnmus fi hs; ihr. txnfirarhpr. �l I= ,r tnrrc.,
_.. k
r
LEGEND:
' ?. °:.� Drainage rriaieriats to consist rat clean anguiar
'moo.• •'•0 well- graded quarry spalls, with 4- inch} maximum ` $ • •
size, or other material approved by the geotechnicai r
engineer-
_ REINFORCED FILL ROCKFRY DETAIL
Uncilsturtlari i #rrn Native .Sniff
- i Greenleaf
ODrain pipe; 4- -inch minimum diameter; perforated Renton, Washington
or slotted rigid plastic PVC p,ip e, laid with a positive
gradient to discharge 61`k r`�D�t1tt�SA!' Away from
the wall. . ' `. Drwn GLS Date 08/29/2014 Proj. No. 2995 03
I W Checked KR( Date Aug 2014 Plate 1
1■
�t�c llJa l l M d A
i , lilt i
2
►1�
12" Min, -F-
i
Competent Cut -
I /eni i lnntx,% l ;lr - %0.,�1 7111
i �,:�r iif:.lr •l)171r •..al �-, i/ trr.�_,t:ir i
I . _�.-
L,rusnea kocK
4' t,Iameter rprfofated PVC;
Ftr tin Pipe
4" Leveling Course
NON - REINFORCED, SINGLE BLOCK ROW
(CUT WALL) CONDITION
i
�
Z
Typical Keystone Wall Detail
-1 "Y' i
Renton, Washington
Drwn. GI S
Date 09/05/2014
Proj. No 2995.03
2
►1�
12" Min, -F-
i
Competent Cut -
I /eni i lnntx,% l ;lr - %0.,�1 7111
i �,:�r iif:.lr •l)171r •..al �-, i/ trr.�_,t:ir i
I . _�.-
L,rusnea kocK
4' t,Iameter rprfofated PVC;
Ftr tin Pipe
4" Leveling Course
NON - REINFORCED, SINGLE BLOCK ROW
(CUT WALL) CONDITION
i
�
Z
Typical Keystone Wall Detail
Greenleaf
Renton, Washington
Drwn. GI S
Date 09/05/2014
Proj. No 2995.03
Checked KRC
Da*e Sept. 2014
Plate 2
scuF:
PAVD 1WE CITY OF
1•s HORIZONTAL: NAD 1983/1991
RENTON
ONE "'CCH DATUM
AT FULL E IN IN(:H
1�
IF NOT 0 Planning /Building /Public Works Dept.
SCALE ACCORD9 GLY
i
i
i
n
SCALE: 1 " = 20'
20 10 0 20 40
CONTOUR INTERVAL = 2'
2'
MINNOW
3/4" -1 1/2w
WASHED ROUND ROCK
Poo
Mae I
NOT TO SCALE
3' MIN
P� NOTE: SEE THIS SHEEP
FOR WALL DETAIL
WALL &LOT DRAIN
CONNECTION DETAIL (ONLY)
SCALE: 1 " =3'
NOTE:
WALLS OVER 4' -0" NEED /REQUIRE BUILDING PERMIT
R- 380809
CHECKED FOR COMPLIANCE TO CITY STANDARDS
212a/ /S
�- 31
GREEN LEAF 12/30/2014
LOT DRAIN PLAN nELDS°°"
PAIGE
NO:
GR -04
UTILITY PERMIT #14004398 SHEET: CF:
30
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