HomeMy WebLinkAboutS-38210124"
24'
T
INFILTRATION TRENCH
PLAN VIEW
NTS
ROOF
DRAIN
4" PVC PERFORATED PIPE OVERFLOW --\
SPLASH BLOCK-`
LEVEL
-WASHED ROCK
14.4 LF PER 1,000 SQ. FT.
IMPERVIOUS SURFACE
A
52"f
MIN.
5.0' MIN
TABU URAIN VR %..D
SUMP WITH SOLID LID
N.W. 1/4 OF N. E.
1/4 OF SECTION
05,
T. 23 N., R. 05 E., W.M.
CITY OF
RENTON, STATE
OF
WASHINGTON
O
z
0 5 10 20
SCALE 1" = 20'
i 3 I
APPROX LOCA7ION OF FUnff
_.....-_ /� LOOT 2/3 So W1DE ONx7RA71ON TRE 40*3
(144 LF 7RENCH/'1.000 90. FT. 1IMPERVIOUS
T.L. 813210-0100 G��) NO FLL ALLOWED N ��� AREAS T.L. 813210 0310 ! T.L. 334390-2284
T.L. 813210-0140
EX. 6' WOOD FENCE
T.L. 813210-0300 j LOT 14 3
LOT 10 - ..
1.0, 0.8,
1.5',.w 162.62' -- - •296
S69007'20
j _
- ---......-
/ / / --- -- 0.7 NO S 30%M*0001I
OR GRADING N �� I FENCE.
THIS AAEA ' L'"
DRAIN OR CB • • • •
YARD / i
/ ' HOUSE FO�'TPRINT, TYP ! I •2 9 g .
SUMP W/SOLID UD ' - '
-:
T L 334390-2281
240LTER FABRIC
r /- COMPACTED BACKFILL
-4" PERF PIPE
11" - i" WASHED ROCK
60"
SECTION A
NTS
INFILTRATION TRENCH DETAIL,
ui
Z
W
Z
W
a
Y
U
W
Z
Z
W
Y
EX. STORM MANHOLE
RIM=264.81
INV=253.81 (120ADS-E&N)
INV=253.66 (16"ADS-W)
FOUND
MIC
SO SD
S -S S
EX. SSMH
RIM=265.32
INV=248.22 (80PVC-S)
INV=248.10 (8"PVC-N&E)
INV=248.00 (B"PVC-W)
PLAT OF SUNSET HILLS
i VOL. 169, PG. 52 ,' ''
MADE _ N
9 6 FT, MF 301.0 -, co . . . . . . .
/ W SQ•
LOT 11 /
.300.
T.L. 813210-0110
-TRACT 3
EX. ' OLD T UNE
EX. 5' CYCLONE FENCE / j j // / LOT 13 j cy°�
,� NEW - SS � �c4_ J2EDUCER ,== .............: .,�0� I . (REC.. N0.
T.L. 813210-0020 j j 301.977)
.406
APPROX. LOCA7M Xx3 I
N�FILTRATION ✓ •� LO`f 1
1MTH IAT 1 I �S89007 20 W ry 62
i 9007 20 I
BULDING PER MT 91.12 C8� 1, TYPE I (PRIVATE)
0
, II I
• �: W/ DOWN
T
U
RNED ELBOWS
(ALL
PIPES)23 L#
0W 301.50 _:EXISTING
....INV=299.0..GATED
'76.5 7.7 LrE)IE__E WTRACT
pROAD
T.L. 81,6210-Oj'30 •
I ;% I i'' 7'6• -0120T.L. 802620T.L. 813210,0120 • 0. PVC N
i - - - - - - - - - - - APPROX. LOCATION OF
MF 301.0 , ' "
✓1 t" 2. X.
6T
TYPE i �PRIVA ' E 8 WATER
i ,023 FT. j301 r�• ; ' 16' JOINT
y i j I LOT 2 j MrV` S .' INGRESS/EGRESS/
1 Na" • 2;00x
0.7 O.R. 406 ! ' I �i ... U71UTY EASEMENT
�� PVC TLN�IE '� � •' • • •' • � • � FOR LOT 2 3 ACCESS
i ii SPECS. I N I ,xS,766 SQ. FT. J .......� \
a0 to 7,117 SQ. FT. DIET) • 5K
T.L. 813210-0010 E: I (•.
• ,� ; ' � � °� � �� ; ' ....' � � 16' PAVED DRIVEWAY
'TYPE I A7E) .�
'MF 293.5 I :a: FOR L07S 2 ac 3 ACCESS
1830 NE 2TH ST I I :1 Comou°N°�SDP
-SEE SECTION SHEET 4
10' PRIVATE
�. .. .
p # r RNrI=3gd.Of PA .......
' APPROX. LOCATION c� /` ;` $EWER I% ;�; �, '
EX. SEWER STUB ' EA$IENT
INV .0& .i• •EX. •4'
%/ / : r 2.5'LDRA*AGE U-�TY WOOD i
5 DRAIN I ao -FENCE
EASEM"T I RE NO. 946-30(977; ....
do UTILITY%`iilEN'T - -
REC. Nd. 9463019 Tom. VA 1�'P.
..
' SIDEWALK 6.5PLANTER '� O I I F.A 4w.T 3
;EX. CURB/5 ' CL
/ I APPRO LOCATION
STRIP TO REMAIN " I E=21* .�
EX. 8 PER CIT1K RECORDS •p:7: `�� EX.
10 T1UTY EASEMENT�'...... DRIVEWA
EX. CB I 10 ELECTRIC':IEASEMENT`
RIM=285.72
REC NO. 9406301977 *vy- r
REC. NO. 93'10282221 I ; .
INV 283.72 (8 -PVC -NE) , •-- ---i I
E INV=282.02 (8"ADS-S) J IOW DRIVEWAY
PRIVATE
EX WATER DIETER ac SERVICE UNEtin
' fD 91 2........... .... 1--
FOR 1830 NE 24TH ST 6 62 , --~ -
REPLACE SIDEWALK ADJACDIT
TO NEW DRIVEWAY EN7RANCE
-SEE DETAIL
DL PRIVATE ROCKERY DRAIN
WATER MANHOLE
RIM=301.47
TOP OF VALVE= 300.45
INV=297.47 (12"D.I.-E&W)
____ --
_. ___._------..-- MANHOLE
N89 7#20 °
--....._ - -- EX. -
- ° ° e , ® ° DI�JWA, RIM -W2.09 "
DRIVEWAY a' �' ® DRIVE Y INV=298.99 (12 ADS-E&W)
DRIVEWAY r ........ .
• EX. STORM MANHOLE
W. . W �'Wl Illl W . . . . . . . .W. ; . RIM=303.06
W
• . o. : E. ' �'T�"'� LITRE ' . . . . Y ��. �. INV=291.36 (12"ADS-SE)
STORM MANHOLE EX ;8' . . . ��` (n' . . . INV=291.31 (12 ADS W)
S-382101
am�J
-SEE DETAILS
EX. STORM MANHOLE
RIM=296.33
INV=290.01 (12"ADS-E)
INV=289.93 (12"ADS-IIIA
APPROX. LOCATION
EX. SEWER STUB
-SAWCUT AND RESTORE
PAVEMENT PER C.O.R. SIDS.
T.L. 802955-0270
EX. SSMH
RIM=301.96
INV=291.71 (8"PVC-S)
INV=291.61 (8"PVC-W)
4 41 °
q
EX.
DRIVEWAY
T.L. 802995-0280
Know what's below.
0811 before you dig.
LOT 28
LOT DRAINAGE N
BUILDING PERMITS ON LOT 2 AND 3
SHALL USE 14.4 L.F. INFILTRATION
TRENCH PER 1,000 SQ. FT.
IMPERVIOUS SURFACE - SEE DETAIL
SHEET 4.
EX. ...
RIM=286.45
.....
; PAVE1dEN•
J. (.
�.
.
....
. . . . . . .
'
A
INV -280.85 (120ADS-E)
WATER MANHOLE
1 i ;
-
. . . . . . . .
-
INV=280.80 (12 ADS -W) . . .
-
r j
.
�•..
TELEPHONE/CABLE RISER
'.... ..
. . . . . . . . . . .
. . .......... .....
-
EXSD SD. 12" STORM
.-.
SD $DS
""�.
...
`t fX._16= T
�- ��5 o
;� S S
'--+ S`� S
`'" S . .
T.-
_ S
-S &NHOLE S
S --- S S
PAVEMENT . .ti
. . . �.. . . :o. sf . � ..
'
EX. STORM
.
'
.
"� .
.�
°
a d c
RIM =270.23
•1
--
a
n
INV=262.83 (12"ADS-N)
°
° ° °
°.
G
a
° ° ° °,
°
a
EXAPPROX.
S
LOCATION
EX.
INV=262.63 (12"ADS-E&W) �
°
EX.
3a'�" PVC
W
DRIVEWAY
EX.
DRI VEWA
OF EX. 12" WATER
DRIVEWAY
EX.
DRIVEWAY
•
_---
__........_ �_.
--7--
DRIVEWAYS•T
<a
NEW i
!
Im
LIGHT POLE TO
!S
_--.......... _ _. _._ -- - ......--.......
_. - _ _
- -
RI
EX. CB TAP SEAR
= 289.14
r
STAN•
OR 8 --UNIT
O
BE RELOCA7ED
FOR 10' TIN.
T.L. 334390-3160
s
T.L. 334390-2759
NV=285.54 12"CMP-NE MAIN
INV=285.44( 12"CMP- ) Es2d4°20&
(
LOCSXs1PDESR`
BIERC1
LOT 3
W
EARANCE
FROM ORIVEWA�g
' '1
��►ME8 �
�O• pZ W�1
���
a
T.L. 334390-2761 �lT •
EX 1"�
l►
ymft
16' D�/►Y PLAT OF STONE CASTLE
Z
GUTTER
EX. SSMH PAVING% CURBBE
ME7ER8
USED FOR
L EX. ASPHALT EX. STREET
WALKWAY TREE TO
ENTRANCE VOL. 200, PGS. 59-61
PER C.O.R. STD
RIM=291.72 • 1CITY
INV=282.72 (8-E) STDSI
DOTS 1 • 2
T.L. 334390-2762
;BE MOVED
PLAN 104.3
W
Z
INV=282.62 (8"PVC-W) - DETAN�S
REMOVE EX. DRIVEWAY
TO DRIVEWAY
REMOVAL
LOT 26 LOT 27
N �
o�
o
ENTRANCE • RES'TORE
AREA
T.L. 802955-0260
S-382101
am�J
-SEE DETAILS
EX. STORM MANHOLE
RIM=296.33
INV=290.01 (12"ADS-E)
INV=289.93 (12"ADS-IIIA
APPROX. LOCATION
EX. SEWER STUB
-SAWCUT AND RESTORE
PAVEMENT PER C.O.R. SIDS.
T.L. 802955-0270
EX. SSMH
RIM=301.96
INV=291.71 (8"PVC-S)
INV=291.61 (8"PVC-W)
4 41 °
q
EX.
DRIVEWAY
T.L. 802995-0280
Know what's below.
0811 before you dig.
LOT 28
LOT DRAINAGE N
BUILDING PERMITS ON LOT 2 AND 3
SHALL USE 14.4 L.F. INFILTRATION
TRENCH PER 1,000 SQ. FT.
IMPERVIOUS SURFACE - SEE DETAIL
SHEET 4.
LEGEND
$
WATER VALVE
M
WATER MEIER
A
FIRE HYDRANT
WATER MANHOLE
�
unun POLE
¢--�
LIGHT POLE
■
JUNCTION BOX
•
TELEPHONE/CABLE RISER
MAPLE TREE
CHERRY TREE
HOLLY TREE
r
MULTI TRUNK HAZELNUT
TREE (UNSPECIFIED)
r
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JON NO.
14OW
DATE
05 5
SCALE
1=
�A
JET
A~VW
3 of 6