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AS -BUILT NOTE:
LOCATIONS AND DIMENSIONS OF AS -BUILT STRUCTURES AND
UTILITIES HAVE BEEN OBTAINED FROM FIELD MEASUREMENTS
AND OBSERVATIONS PROVIDED FROM THE CONTRACTOR AND
NOT BY SURVEY.
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CASTLE DEVELOPMENT TOWNHOMES RECORD DRAWINGS
SW 114 OF SE 114 OF SECTION 18, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
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Of
d, •d
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a ° I SEE NORTH SIDEWALK DOWNSPOUT
. CONNECTION DETAIL CONNECTION
m THIS SHEET FOR IE=24.98
GRADING DETAILS
° d. d d
d d
° e
= :...a •.. OW
DEDICATION -
SD SD - SD
- -
Q „ I 4' PERMEABLE
. . . . . . - - - =, :' PAVEMENT FG=27.0
o WALKWAY
f- _ ROOF DRAIN UNIT C 27.75
DOWNSPOUT
CONNECTION FFE=�S
IE=25.2 27.75
.
10 LF PERFORATED PIPE
CB. 10. CONNECTION PER COR
RIM. E L.. a STD PLAN 263.40 (TYP)
25.64'
.1 E= 23.7.4'- .
a . IE=23.74' „ TYPE 1 CB, W/ SOLID LID
c� PER COR STD PLAN 200.00
AND COR STD PLAN 225.00
N _ RIM=26.7
2775
12"IIE 24.1 ((W))
rTT-
Q " LU
SDMH #1 UNIT B
TYPE 2
RIM E L, U :. ':.4.. PERM ABLE FFE=z�$�5-
26.51 ' :. . PAWME:.T `• ' •'. 27.75
IE=16.51' WA�KA'
10 LF PERFORATED PIPE
_ o CONNECTION PER COR
STD PLAN 263.40 (TYP)
ROOF DRAIN 27
.. . y DOWNSPOUT
CONNECTION
IE=24.5
BSBL (TYP)
ROOF EAVE UNIT A
o MID)
. I FFE=28. 7
27.75
r .' ••PA•R�E ' 'B�. ...
AL W
D SD SD SD
r _ FG=26.6
. . . . . . . . . . . . . r o
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d 6" ROOF DRAIN ® ROOF DRAIN
o d . SDCO (TYP) 0.50T MIN PER COR DOWNSPOUT
STD PLAN 225.0 (TIP) CONNECTION
SEE SOUTH SIDEWALK IE=24.60
d d, I CONNECTION DETAIL
THIS SHEET FOR
GRADING DETAILS
SAWCUT EXISTING
SIDEWALK (TYP)
Encomt)ass
ENGINEERING SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433
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WAsh'IAj'd
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ssIONALCs
0912012023
REVISION
i "E
OVERFLOW TO SOCO
IE=25.1
6 x2O' LIMITED
INFILTRATION TRENCH PER
DETAIL SHEET 7
TOP OF ROCK=26.0
BOTTOM OF ROCK=24.0
IE=25.0, 6"
0 5 10
SCALE 1 " = 10'
FG 28.0
28.5
UNIT C GARAGE :' ::.:::. •': .:•::
FFE=28.5 � �•: ; .: • �..''.:•'....•'.':.'.': • .': •'.': •'....
.b
ROOF DRAIN/DOWNSPOUT
CONNECTION : ' : , ': ; • '::
IE=25 5 -
•
dS
AREA DRA N
.•'• .., RIM=27.0 UNIT B GARAGE .
IE=25.0, NE) FFE=28.0. ... <C .:
28.0 `
CONCRETE
PAVEMENT AREA DRAIN
WALKWAY (TYP) RIM=27.0
IE=24.6, 6 (S.E)
•�
SURVEYED:
BUI
DESIGNED:
IWD
DRAWN:
TNF
CHECKED:
IWD
AP P R APPROVED:
cP
...�
_memo
FG=27.0
27.5
-
ROOF DRAIN/DOWNSPOUT
"•':ur: '.': '.': ':'
CONNECTION
IE=25.5, 6"
UNI T A GARAGE
Q
FFE=27.5
::.
27.5
n'
=270
7
OVERFLOW TO SDCO 5'x12' LIMITED
IE=24.70 INFILTRATION TRENCH
PER DETAIL SHEET 7
TOP OF ROCK=25.6
BOTTOM OF ROCK=23.6
IE=24.6, 6"
SCALE:
1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
Know what's below.
Call before you dig.
CITY 0E
RENTON
Planning/Building/Public Works Dept
I
1
I
1
I
2" HMA GRIND
AND OVERLAY
1 FULL ALLEY WIDTH
1
I
I
I
SAWCUT AND
I REPLACE ASPHALT
I (TYP.)
1
I
EG 26.47
EG 26.63
1.
Z (29. 1 fA)O
Q
10
W
QFG 26.50
NORTH SIDEWALK CONNECTION
SCALE. 1 "=5'
FG 26.24
EG EG
26.13 26,22
MATCH
/ I <d
SOUTH SIDEWALK CONNECTION
SCALE.
FG 26.66
FG 26.62
- 26.36
26.32
Q 6" POROUS
CONCRETE OR
PERMEABLE
PAVERS
p p p p p
8" THICK i'-14"
WASHED
FRACTURED
ROCK
PERMEABLE PAVEMENT DRIVEWAY
SECTION
NOT TO SCALE
Q 4" POROUS
v a: Q CONCRETE OR
PERMEABLE
PAVERS
p p p p p
6" THICK f-14"
WASHED
FRACTURED
cz ROCK
PERMEABLE PAVEMENT WALKWAY
SECTION
NOT TO SCALE
DWG# R-421504
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CASTLE DEVELOPMENT TOWNHOMES
AS -BUILT PRELIMINARY GRADING AND DRAINAGE PLAN
DATE:
09/29/20
FIELDBOOK:
PAGE:
SHEET: OF:
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