HomeMy WebLinkAboutR-276506SITE PLAN
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTION, KING COUNTY, WASHINGTON
1"=20'
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EXISTING
RIM=393.55 I
i
o
iE=390.17(8" PVC E)
!E=389.5?(8'
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
r
EXISTING CB- 8 ---�
Hbs 34355
Ic 39O'1(6" CONC E) �C
..:
...
6.5' MIN.
t' 2.5 1'
MIN (MINI MIN (MINI MIN
tG WELL
cX i5 MOW : 7 _
FXST'NG
PCWEH VAULT
—P(l6
J
i I
2" CLASS "B..
....
FACE OF CURB OR
.....:....
:
:
EDGE OF PAVEMENT
xACP CLASS 'E" OR 'B'
EXiSTiNG -- .J-BOX.....
.. I'
_G...
EXISTING ---- f
P H::Ra,T
AND WATER VALVE
II
-
...
...
._
2" CLASS 'B'
x2" TO 6"
CLASS 'E'
CENTER LINE OR
6" CRUSHED
SURFACING TOP COURSE
OR
CLASS 'B'
LANE LINE CRUSHED ROCK,
FLOWABLE FILL
n
EXIST[°!G CB-_
P,IM=394.82� ill
i
OR
AS REQUIRED BY ENGINEER
iE=389.09(.8" CON(: ^',
_ _4„7 It
E-30
II
..
R� II
,
s.s' MI
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
RIId=395.Os
iE=3s9.<.s(1g'
2" DEPTH OF WHEN PERPENDICULAR TO ROADWAY CENTER LINE
GRIND OR SAWCUT AND REMOVE
ADOPTED
EXISTING SSMH-B
' SEE DWG# HR-05 FOR MINIMUM STANDARDS • ♦ +'.+m'wr�e,:jze/ss
DATE REVISION i y PR DWG. NAME: DWG# HR-23 SP PAGE: PAGE# HG32A
IE=386.43(8" CONC N)
!E=386.5i18" ONC 5)I
E-388.37 (8" PVC Y" -
1+'I1
FOUND BRASS NA'.!..
N PINCH SET iN \ (� 11
4 CONC. MON.
II
I
OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
\`
EXiSTiNC Sit H
R-F -A .43 \ \
D- 2i8 NC ) \,
86.96(8 PVC Sp .\ II
IF._„87..313 !., W�
i a
It in
it ri
!E=386.53(8" CONC NS
,\
it
IIl
.' it
i
E%[STINGEMASPHAT NEW CURB
AVNT LO
MIN. 6 GUTTER
EXISTNG
TELEPHONE
LE
MANHOLE
J POn
AS INr =. G'+7
N7 i...6 NAIRE
SAWCUT
Il
EXST11C WATER VALv,
I
NOTE:
EXISTING Si)h!H-B
RIM=395
IL=38989(18' CONC
�89 991+8 ON' S)
MUST MATCH EXISTING THICKNESS
.F
E 3 0.44! 5 DO P .AV 41, I ;
CAP SE)
x n'EXI
IF GREATER..,..0.28(1-
ARTERIAL STREET MINIMUM
I l
S._I C3I \�
R- 9 <
3" CLASS 'B' A.C.
4" A.T.B. —
6" CRUSHED ROCK J
RESIDENTAIL>:• C STREET MINIMUM 1
4" rL Accy�
F 3 c _9 1 `M .) 1 f ` iatoa
38 86512 M NW
I� 5811 CMP)
IE-390.11I12" CMP S) II'
6" CRUSHED ROCK J
CURB &GUTTER REPLACEMENT DETAIL
ADOPTED
crrr or RCRMN
*®•
sl.>sma w>•m
LOT PATE: 12/15/91
DATE REM _ION BY 6PR DWG. NAME: FRO5 SP PAGE: F008
T60- ko-
EXISTING SSMH-A
RIM=39517
le'=386CONC FIl
!E=38.6;(8"5.73(8" CONC S,
EXISTING SDMH-A
R M=394.93
IE=389.00(18" CONC S;
IE=389.0011.8' CONC N
EXISTING GB-B
HIM-594.2+
IE 39D 46(24' CMP N'W)
IE 39�CiB"' CMP)
;E 389 70:6" CMP S•
TRASH
ENCLOSURE
^\ ,\ `XS °.G EXi -N, WOOD
\ LA KE
(sCt
FOUND RFBAR .. D E
1, >
C
\ � c .JRBECi
�- ,:%'STING
AILROAD TIE
PLANTER
� FXiS J
DRU WA(
VALVE
GHAN LINK
F=tiCE
EXiy„NG 36- CMP
P�
-EXISTING Y LL
BOTH CHAILIIF FE NGE
EX - N.G 36 MP
RAIRACE
EASEMENT 'PER SHORT
P37) -
5' MIN SIDEWALK
2' PARKING
OVERHANG
PROJECT DATA:
SITE AREA
11,970 SQ. FT., 0.274 ACRES
PREDEVELOPED CONDITIONS
IMPERVIOUS AREA
1,694.09 SQ, FT, 0.039 ACRES
PERVIOUS AREA
10,275.91 SQ. FT., 0.235 ACRES
POSTDEVELOPED CONDITIONS
IMPERVIOUS AREA
8,5522.59 SO FT (INCLUDING UNDERGROUND PARKING)
PERVIOUS AREA
5,4-47.41 SQ. FT.
BUILDING FOOTPRINT
5877 SO. FT.
PERCENT LOT COVERAGE
REQUIRED
50% MAX
PROVIDED
49.1%
TOTAL PAVEMENT SQ. FT.
EXISTING PAVEMENT
PROPOSED PAVEMENT
1,691.55 SQ. FT
8,5522.59 SQ FT (INCLUDING UNDERGROUND PARKING)
PARKING ANALYSIS
PARKING REQUIRED
3 SPACES PER 1000 SQ. FT. MIN
FLOOR AREA NOT INCLUDING ACCESSORY USES = 4237 SF
PARKING REQUIRED = 12.7 SPACES
PARKING PROVIDED
17 SPACES TOTAL, 1-ADA ACESSIBLE
PARKING DIMENSIONS
STANDARD
9'x20' - 12 SPACES PROVIDED
COMPACT
8.5'X16' - 5 SPACES PROVIDED
BUILDING SETBACKS
REQUIRED
0 Fr. FRONT, 0 FT. SIDES AND REAR
PROVIDED
0 FT. FRONT, 20 FT SOUTH, 15 FT REAR, 32 FT. NORTH
ZOINING
CN - CENTER NEIGHBORHOOD
LANDSCAPING AREAS
3,447.41 SQ. FF.
BUILDING HEIGHT
REQUIRED
PROVIDED
35' MAX
30'-8"
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FOR Amo V -xi,R.
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iY �PoF WAS
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A S-BrV 0L 2NAL EN Vo'
EXPIRES 6-10-99
SCANNED MAY - 5 lyyy CD—�76ta2 111 R; 1P-27Zr°`l SCANNED WIAR 3 0 2000
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