HomeMy WebLinkAboutR-370029378.75-.ti_,ti ,v y .'
GUT
`:..: 79.24 '
378.83
I \w
VN
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a \, \T
382.70`...
379.37 GUT 383.51
CONC
v ��,vvvwvvvvvvvv
_ ..:
PROPOSED MCD'
1.11, Ac.
E3
13
4
I
9-
9EMPORARY EROSION
CONTROL BLANKET
Z GUT
ti
IE
Fcowe
mm__
al
PROPOSED
US
1 C�, 270 Sf
1.71 Ac.
ZONED: CMERCIAL MMM (CA)
PARKING REQUIRED: 41
PARKING PROVIDED: 69
fFE
384.40
T,.N. 2923060125
L
TBM #2 ELEV 400.69
RR SPIKE
oil
TEMPORARY EROSION
CONTROL BLANKET
S.6 X74
`cn
398.62
BIT
H
r I- CULVER w _ w _ =D L'L } Q OA1) ST',
' ny
398.42
BIT
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c
. E_ . = 3 70.6 5( 374.25.
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=365.44,1N0
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0957 18086 901580
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MAG NAIL /WASHER
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N: 165841.96
E:13026' 6.21
EL.382.54
100 MI&IONAM
10' POWER EASEMENT
AFN 5664146
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ASS ' IATES
T. P. N. 79230.9042
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PARCEL "0"
SEE LEGAL DESCRIPTON
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j CAP UNREADABLE
7-20-112
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R=25.00'
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LANSCAPING AFN 9009170446
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ASP INVESTMENTS
T. P. N. 29230591.58
PARCEL "C"
20' SEWER EASEMENT
A- N 9009 7044
PARCEL "B"
6' INGRESS, ESRESS EASEMENT
AFN 9009170443 #
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378.75-.ti_,ti ,v y .'
GUT
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378.83
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382.70`...
379.37 GUT 383.51
CONC
v ��,vvvwvvvvvvvv
_ ..:
PROPOSED MCD'
1.11, Ac.
E3
13
4
I
9-
9EMPORARY EROSION
CONTROL BLANKET
Z GUT
ti
IE
Fcowe
mm__
al
PROPOSED
US
1 C�, 270 Sf
1.71 Ac.
ZONED: CMERCIAL MMM (CA)
PARKING REQUIRED: 41
PARKING PROVIDED: 69
fFE
384.40
T,.N. 2923060125
L
TBM #2 ELEV 400.69
RR SPIKE
oil
TEMPORARY EROSION
CONTROL BLANKET
FOUNU (ACK `
IN FACE OF CURB u........0 �... ,.� �, _ +100• CONC
8-01-12 � 1.48
')EWER MANHOLE
( �, cA
<::::r::
_
i : �
1.45
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a.
.. *
(6 � NE,i
8' p ,' 400
V' . 1.22
Ilk
EI:nw 1.4&
r=,
CONC
8 PVC NW RIGHT ,; 6'
&9
145 `�pNC
i I / i � % - - - aw 0,
ON L Y" , - 'S
GUT •
'� c
,yam "�
_W
cm
_W_ w
.74
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3 �SI N - 6. CONC
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-
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\ .1
GUT
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\ \ _ ., . ., . _. ... w\ \ \ \u\y\
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GUT
ID
�._. `385. = l41 ............... � �.. ��fi�PORARhr EROSION
395 398. Y •
_ _ BK.
a.
w
N - - l
_
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CONC
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\ 385.27
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25,837 ADT (2012)
92v
(X
_
RECORD DRAWINGS
CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL
N0. REVISION
SWAM Wom
SITTS AND HILL 1 „ =30'
oMro�me
ET
JEV 09/10/1 ET
ONE Ma+
ET 04/29/13 C MCM� o a Au MXE
FMar=SM
BY DATE APPR NPw1m IC" A10000019 MY
el-
�oQ�cc�
GRAPHIC SCALE
30 0 15 30
SPOT ELEVATION
FLOW DIRECTION
WITH GRADE
SLOPE LABEL
SWALE /DITCH OR
DIVERSION DITCH
GRADE BREAK
CONTOUR LINE
SITE GRADING LEGEND
�QQ �
x 900 GRANT & VALVE ® ®�
BIT
2% MANHOLE •
CLEANOUT 0
3:'
CATCH BASIN ■
TEMPORARY EROSION
CONTROL BLANKET
CONC =TOP OF CONC BIT = BITUMINOUS PAV'T
TC =TOP OF CURB RIM = UTILITY STRUCTURE
TW =TOP OF WALL
GUT = GUTTER REFER TO SPECIFICATIONS
G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS
FOR CIVIL/SITE AMMENITIES
ALL TEXT do FEATURES SHOWN
SCREENED ARE EXISTING
R- 310019
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 SLOP ES ON CURB
RAMPS SHALL BE 1:12.
SURVEY BY
Sim & 1$L MWDWMRM M
4815 C1fMER STRMZr
TACOMA WA 98409
r= (259) 474 -9449
FAX (259) 474 -0159
BMCEMAM &
All elevations are based on
NAVD 88 datum.
BM #1) Elevation: 400.968'
KC BM "F8A" (350' SE OF
INTERSECTION -
COORDINATES: N: 165206.4,
E: 1303281.4)
TBM #2) Elevation: 400.69'
Railroad Spike.
F.F.E. = 100.00 (ARCH.)
= 386 (CIVIL)
384.36
•1 z
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`cn
398.62
BIT
' ny
398.42
BIT
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.05
BfT
FOUNU (ACK `
IN FACE OF CURB u........0 �... ,.� �, _ +100• CONC
8-01-12 � 1.48
')EWER MANHOLE
( �, cA
<::::r::
_
i : �
1.45
�._ . �� � CONC
a.
.. *
(6 � NE,i
8' p ,' 400
V' . 1.22
Ilk
EI:nw 1.4&
r=,
CONC
8 PVC NW RIGHT ,; 6'
&9
145 `�pNC
i I / i � % - - - aw 0,
ON L Y" , - 'S
GUT •
'� c
,yam "�
_W
cm
_W_ w
.74
�I
3 �SI N - 6. CONC
Si Gi .
-
GUT ,
\ .1
GUT
..__....,....:...�.,,. ANC - -
\ \ _ ., . ., . _. ... w\ \ \ \u\y\
_ „
GUT
ID
�._. `385. = l41 ............... � �.. ��fi�PORARhr EROSION
395 398. Y •
_ _ BK.
a.
w
N - - l
_
_
., G � E , _ - � �' , ` ' ,,� �, GUT .8X �� ,\ �: �_. �. \' , �'� , � � CON(,'��
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CONC
.. CONC
\ 385.27
CONC \
7 \�
373.
GUT
' CONC v
\
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-3 . .
GUT\
v,
v v.
ON.,RE a�EWY
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* * � � �.r � : , � �. ; �. _ .... .. .,,.. � .,,E 4 __ 17 � TAI _
l
y_ ,� .�.. .................... i
X WA K
_ \.........�... �� \.N ......
25,837 ADT (2012)
92v
(X
_
RECORD DRAWINGS
CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL
N0. REVISION
SWAM Wom
SITTS AND HILL 1 „ =30'
oMro�me
ET
JEV 09/10/1 ET
ONE Ma+
ET 04/29/13 C MCM� o a Au MXE
FMar=SM
BY DATE APPR NPw1m IC" A10000019 MY
el-
�oQ�cc�
GRAPHIC SCALE
30 0 15 30
SPOT ELEVATION
FLOW DIRECTION
WITH GRADE
SLOPE LABEL
SWALE /DITCH OR
DIVERSION DITCH
GRADE BREAK
CONTOUR LINE
SITE GRADING LEGEND
�QQ �
x 900 GRANT & VALVE ® ®�
BIT
2% MANHOLE •
CLEANOUT 0
3:'
CATCH BASIN ■
TEMPORARY EROSION
CONTROL BLANKET
CONC =TOP OF CONC BIT = BITUMINOUS PAV'T
TC =TOP OF CURB RIM = UTILITY STRUCTURE
TW =TOP OF WALL
GUT = GUTTER REFER TO SPECIFICATIONS
G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS
FOR CIVIL/SITE AMMENITIES
ALL TEXT do FEATURES SHOWN
SCREENED ARE EXISTING
R- 310019
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 SLOP ES ON CURB
RAMPS SHALL BE 1:12.
SURVEY BY
Sim & 1$L MWDWMRM M
4815 C1fMER STRMZr
TACOMA WA 98409
r= (259) 474 -9449
FAX (259) 474 -0159
BMCEMAM &
All elevations are based on
NAVD 88 datum.
BM #1) Elevation: 400.968'
KC BM "F8A" (350' SE OF
INTERSECTION -
COORDINATES: N: 165206.4,
E: 1303281.4)
TBM #2) Elevation: 400.69'
Railroad Spike.
F.F.E. = 100.00 (ARCH.)
= 386 (CIVIL)
384.36
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