HomeMy WebLinkAboutR-276502SITE PLAN
A PORTION OF SOU I HWEST i/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTION, KING COUNTY, WASHINGTON
P=20'
MIN MINI MINi IMINIMINI
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2" CLASS "B*
r' Mi'N MINJIVIIN
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FACE OF CURB OR
EDGE
2- CLASS 'B"
CP
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TOP COURSE
CLASS 'E'A6A0
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LINE OR
ROCK. CRUSHED
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OR
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REQUIRED BY ENGINEER
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TYPICAL PATCH FORFLEXIBLE PAVEMENT
DEPTH rWHEN
PERPENDICULARO ROADWAY
GRIND OR r
SEE DWG# r5 FOR MINIMUM STANDARDS
0
--
a OR 1.0' BEYOND EDGE [IF DAMAGED PAVEMENT
SAVCUT
NOTE
MUST MATCH EXISTING THICKNESS
IF GREATER.
ARTERIAL STREET MINIMUM
3" CLASS 'B' A.C.
4" A.T.B.
6" CRUSHED ROCK /
RESIDENTAIL STREET MINIP-14,
4" CLASS 'B' A.C. -�
6" CRUSHED ROCK
CURB & GUTTER REPLACEMENT DETAIL
ADOPTED
CUT or mraa
Of DLL 2%r5/Yr
„per p qyI BY 111PIFIM OWG. NAME: FRO5 SP PAGE FOOB
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EXISTING CB-C
RIM=393.55
IE=390.1758" PVC E) Iz Dell o
IE=389.511,8" CONC W)
EXISTING CB
IE 390.11(6" CONIC E)
EXISTING MON. WELL---
.�.=1
EXISTING -
POWER VAULT ,
EXISTING
LIGHT "-Box 1,') I
l
FIRE HYDRANT
AND WATER VALVE
I IS
EXISTING CB-D
P.IM=394.82 I I
IE=389.09(18" CONIC N) I II
.E-Sas 2r I i
EXISTING Ca-c ----- ' i I
RIM=395A6 €
E=389.16
(18` CONE s)
IE=384.66
EXISTING SSMH-B ~(?
RIM=395.11
IE=386.43(8" CONC N) 113 I{oo
jE 3a6.55 8" CONC S) � \.`� :1 .
.E=33b.91i8"
FOUND BRASS NA
W/P!JM1C'i SET IN
A 4" ':N
IN MON. \\ y I
IN CASE
EXISTING SSMH-C
RIM=395.43 l
IE:=38G.82 8" CONC 5) \\ 1 I
IE=386.96 8" PVC SE:}
!
IN:=387.'3 8" PVC SW}
If.=386.53 8" CONIC N) ! \
i EXISTING —` \
TELEPHONE �-•• I i
MANHOLEEXISTING LIGHT J-BOX
AND LUMINAIRE I I
EXISTING WATER VALVE
EXISTING 50MH-B
RIM=395.54
ff 38989(18" COrdC N1 �3 a "'�-._` i
E-389 99 I8" CONE, S) ? I$
E=39G.44Z15" CMP taW`. s
IE=390 28(12" CMP SE) Ij y
EXISTING CB-F
RM=395.41
:E=390.29(i2" CMP E) 14x00
I
E=383.8812" CMP MW)
IE=393.86((8" CidP)
IE=390.11f 12" CMP S)
I
EXISTING S5;.1H-A
RIM=39517
IE=385 S8 CONC N)
E-38 73{8 .ANCS`
/ EXISTING Si§.' C.
Rid-3 493
=389 00( 8 CONC N)
I -389 +'01B° CONIC N)
EXISTING CB-S
% RIM=394 21
IE-31O 4E 24 CMP NW)
{ IE-39 018 MP)
E 389 ,.MP .S)
{ n
EXISTING TRASH
I � 48A PHaLT T; '4,.. ENCLOSURE
8'38'55" E
CHAIN LINK
FENCE
--rXISTING CONC WALL
WITH CHAIN IINK FENCE
I
--EXISTING 36' CMP
NTED
—EXISTING 20' DRAINAGE
§TRIPING.
EASEMENT (PER SHORr
F MIN SIDEWALK
'\ EX.STrdG
OREL
FOUND REBAR HEDGE
C.10' S
C.c".1' E
(DIST!JRBED)
-----------------
\� EX:STING
Re
I>3OAD TIE
PLANTER
EXS':'dG
DRPIEWAY
VALVE
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PROJECT DATA:
O
SITE AREA
11,970 SO. FT., 0.274 ACRES
= a
W
PREDEVELOPED CONDITIONS
U
IMPERVIOUS AREA
PERVIOUS AREA
1,694.09 SO. FT, 0.039 ACRES
10,275.91
SQ. FT., 0.235 ACRES
' m
co
POSTDEVELOPED CONDITIONS
IMPERVIOUS AREA
8,5522.59 SQ FT (INCLUDING UNDERGROUND PARKING)
Z
O
PERVIOUS AREA
3,447.41 SQ. FT.
BUILDING FOOTPRINT
5877 SO. FT.
w
PERCENT LOT COVERAGE
Z
REQUIRED 50% MAX
PROVIDED
49.1%
TOTAL PAVEMENT SO. FT.
EXISTING PAVEMENT
1,691.55 SQ. FT
PROPOSED PAVEMENT
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
O
PARKING STANDA ENSIO
co
DNS
COMPACT
9'x20' - 12 SPACES -PROVIDED
8.5'xi6- 5.SPACES PROVIDED
coZ
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BUILDING SETBACKS
11'<<
REQUIRED
0 FT. FRONT, 0 FT. SIDES AND REAR
J ® 0
PROVIDED
ZOINING
0 FF. FRONT. 20-FT SOUTH, 15 FT REAR, 32 FT. NORTH
CN - CENTER NEIGHBORHOOD
r
W
Z Z
LANDSCAPING AREAS
3,447.41 SQ. FT.
=
BUILDING
W Q
REEQUQUIR
IRED
35' MAX
Q Q V
PROVIDED
30'-8"
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OVERHANGEL
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EXPIRES 6-10-99
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