HomeMy WebLinkAboutR-370017W
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SEE DRIVE APPROACH
PER F004 & F004.4
INSTA %LAND[ /RAMP PER
WSDOT ETAIL 0.12 -01
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F013 ^�
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IN
IN
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RELOCATE
SALVAGED
STREET SIGN
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t
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- JJO 7 0�
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FUTURE RETAIL
1.1 Ac.
00
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4-
--►
F00;
M
PROPOSED
RETAIL
16,270 Sf
1.71 Ac.
ZONED: COMMM41 ARTERIAL (CA)
PARKING REQUIRED: 41
PARKING PROVIDED: 69
FFE = 334.40
F 0 \,
f Cr
�. CID
\ \ \....:`\ V3 \
A.
o,, C
a\ \
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LINE
I
GRAPHIC SCALE
30 0 15 30
I
INSTALL LANDIP
WSDOT DETAIL
I
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r SEE LANDSCAPE
11 P N .
a
C3.2
SITE LAYOUT LEGEND
BASE Pm WSOOT SPEC.
12' ENGNEFTd]) FLL SUKiVDE
CONCRETE
DWS w
acWC
1 " =30•
CURB & GUTTER
KEITH OCONNELL
1501 4% Ave, Sall. 1400
5saN1W, WA 98101 -3655
(206) 438 -2700
95x w+C nTaal'r. -z
CONCRETE TURNED
m +3z oMC sa4E : Nrs
DOWN WALKWAY
SIGN =
BARRIER FREE RAMP WITH
ULIECTABLE WARNING PUTFB
°`
OF KENYAN CONSTRUCTION PLAN REVIEW SUBMITTAL
PARKING AREA
04/29/13
I)
° P1AE 1oWa
y.WE Kap1WWpY
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E '�✓I
I
T
I 1
I
•`
g
II
HEAVY DUTY ._
CONCRETE PAVEMENT
II I
i s.
I
GRAPHIC SCALE
30 0 15 30
I
INSTALL LANDIP
WSDOT DETAIL
I
\\I
r SEE LANDSCAPE
11 P N .
a
C3.2
2" ASPIWT SU6ALE COURSE CEIETR CURB Ito
OVER 2" ASNKT EVIL COURSE GURm Pm IL Of
RENfoN DETAIL
PER SPEC. 9- 0.19(2) f K rOPA1E. SEED. Ata
w TIni
x xnx 9-03 &s) i M;s. � wRa o.TR cnana i
6" LRU9E0 /D,IA11E J
SITE LAYOUT LEGEND
BASE Pm WSOOT SPEC.
12' ENGNEFTd]) FLL SUKiVDE
CONCRETE
DWS w
acWC
1 " =30•
CURB & GUTTER
KEITH OCONNELL
1501 4% Ave, Sall. 1400
5saN1W, WA 98101 -3655
(206) 438 -2700
95x w+C nTaal'r. -z
CONCRETE TURNED
m +3z oMC sa4E : Nrs
DOWN WALKWAY
SIGN =
BARRIER FREE RAMP WITH
ULIECTABLE WARNING PUTFB
°`
OF KENYAN CONSTRUCTION PLAN REVIEW SUBMITTAL
PARKING AREA
04/29/13
STRIPING ISLAND
° P1AE 1oWa
y.WE Kap1WWpY
REVISION
STANDARD DUTY D
DATE
APPR
CONCRETE PAVEMENT
HEAVY DUTY ._
CONCRETE PAVEMENT
STANDARD DUTY D
BITUMINOUS PAVEMENT
HEAVY DUTY O
BITUMINOUS PAVEMENT
00000000
BRICK PAVERS 00000 oao
ca
TRAFRC FLOW
USING ROW TINE
TRANSITION
REVERSES FROM NORMAL CT
RAN SLOPE GUTTER SECTION
6' -0' l' -6'
(5' TRANSITION LENGTH)
(5'
1" A T SUEACE Gaul
loam Gout PER
ASM
1. ALL TEXT & FEATURES SHOWN SCREENED ARE
WINI SPEC.) �" XMA
S
r Am)
wnx 9- o3a(6) 3' Am.
EXISTING. SEE SURVEY PUN FOR MORE
6' TOM4 SEE, AND
COMPLETE DEPICTION OF D3STW IMPROVEMENTS.
E DRH MUCH EVER GEM FlLL DIaIr1G aAm
2. ALL SITE CONCRETE SHALL BE DEMO FOR
µD `s"
A 28 DAY GCMPRESSNE STRENGTH OF 3500 PSI.
SITE LAYOUT KEY
4' QED AIafEGME J COMPACTED %:, .,w `<.'
AS HEAVY Dun BITUMINOUS PAVEMENT,
SEE DETAIL AS
BASE Pm WSDDT SPEC. A.,.{ y _... >,,;i:�'
A7 STANDARD DUTY BITUMINOUS PAVEMENT.
SEE DETAIL A7
9-03.9(3) WE COURSE
A28 BUR JOINT CGNNECRDN TO DMNG PAVEMENT.
SEE DETAIL A28
C3 TYPE 1 CONCRETE CURB & GURER,
SEE DETAIL C3
CARR RD
C4 TYPE 2 CONCRETE CURB & GUTTER,
SEE DETAIL C4
T N
F007 STANDARD DUTY CONCRETE WAIKWAY/PAVEIIENT,
SEE DETAIL F007
C._ 7
C10 CONCRETE TURNED DOWN WALKWAY.
SEE DETAIL CID
u ' ^nT TO SCALE
C11 HEAVY DUTY CONCRETE WALKWAY/PAVEYE: T.
SEE DETAIL C11
C28 CONCRETE HUSH TURNED DOWN WALK,
SEE DETAIL C28
C35 CONCRETE WALKWAY CONNECTOR.
SEE DETAIL C35
F011, BARRIER FREE CONCRETE IN -WALK RAMP,
SEE DETAIL FBI I, F013,
F013
F013.1
SE 1741x 9 ,
E1L PRIFm1Y TAE
2" ASPIWT SU6ALE COURSE CEIETR CURB Ito
OVER 2" ASNKT EVIL COURSE GURm Pm IL Of
RENfoN DETAIL
PER SPEC. 9- 0.19(2) f K rOPA1E. SEED. Ata
w TIni
x xnx 9-03 &s) i M;s. � wRa o.TR cnana i
6" LRU9E0 /D,IA11E J
, ` CQPICRD '•`` `.
BASE Pm WSOOT SPEC.
12' ENGNEFTd]) FLL SUKiVDE
9N.9(3) EASE CORRSE
DWS w
acWC
1 " =30•
CDMFD
5N15 OTDEeMY9 TO
O
N
KEITH OCONNELL
1501 4% Ave, Sall. 1400
5saN1W, WA 98101 -3655
(206) 438 -2700
95x w+C nTaal'r. -z
A—
m +3z oMC sa4E : Nrs
RETUNING WAl1
RDA ME
4" CONCRETE PER CITY
SVNM
V WD SF _._._...,.......nw.�....� WFIPICIFD
9JBCRAOE
II
R=370018 B_ BENSON DR
TYPI A T
SCALE : NOT TO SAE
2�
o � X35 ,, �' �-�
rn� _..,: .:.:3:
,�� - -- _;—� PEDESTRIAN PLAZA, -.►
ICKNESS 25,837 ADT NZUI/ -_►_ SEE LAND. DWGS. FOR
IN CARR DETAILS S SURVEY BY.,
MILL BVC
I I I I I) I I I I I eels (253) TM 4 sTReer
SID=
TACOMA FA 96409
_11LIMAIL1— FAX (253) 474 -0159
M
BARRIER FREE NOTES
1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO
THE LATEST A.D.A. STANDARDS.
2. ALL IMPROVEMENTS SHALL BE BUILT TO THE
GRADES AND SLOPES SHOWN ON THE PLANS. FOR
REFERENCE, MAXIMUM CROSS SLOPE ON ALL
WALKWAYS AND IN ANY DIRECTION IN A BARRIER
FREE PARKING SPACE SHALL BE 1:48.
MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL
BE 1:20. MAXIMUM LONGITUDINAL SLOPES ON CURB
RAMPS SHALL BE 1:12.
025ING ROW UE
6" WPSOL. SEED. AND
WLII QTR GFIWRN FLL
EMSIMG OATS -
AID GU11ER
BENCEMIlM III
All elevations are based on NAVD 88
datum.
BM #1) Elevation: 400.968'
KC BM "FSA ".
TBM #2) Elevation: 400.69'
Railroad Spike.
F.F.E. = 100.00 (ARCH.)
384.40 (CIVIL)
MOD
03/28/13
VELMEIR RETAIL PHARMACY
LAYOUT PLAN - PUBLIC
C3.2
.mt 30
0_Q I R X3700 l k
�SITTS AND HILL
acWC
1 " =30•
3onoN: N�o `
FWIWmmN, Nn 1WS�Iw1
DATUM
KEITH OCONNELL
1501 4% Ave, Sall. 1400
5saN1W, WA 98101 -3655
(206) 438 -2700
900 ET
UY�e ET
°`
OF KENYAN CONSTRUCTION PLAN REVIEW SUBMITTAL
ET
04/29/13
KO +%-1 1
° P1AE 1oWa
y.WE Kap1WWpY
REVISION
BY
DATE
APPR
AAW,Wam�
025ING ROW UE
6" WPSOL. SEED. AND
WLII QTR GFIWRN FLL
EMSIMG OATS -
AID GU11ER
BENCEMIlM III
All elevations are based on NAVD 88
datum.
BM #1) Elevation: 400.968'
KC BM "FSA ".
TBM #2) Elevation: 400.69'
Railroad Spike.
F.F.E. = 100.00 (ARCH.)
384.40 (CIVIL)
MOD
03/28/13
VELMEIR RETAIL PHARMACY
LAYOUT PLAN - PUBLIC
C3.2
.mt 30
0_Q I R X3700 l k