HomeMy WebLinkAboutR-370027- 376.11
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IN
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L 1
= 30
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DATUM
KEITH OCONNELL
1501 4th Ave, suite 1400
Seattle, WA 98101 -3655
(206) 438 -2700
a
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09/10/14
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C1.4
RECORD DRAWINGS
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9/10/14
0�
KO
NO.
REVISION
BY
DATE
APPR
A'*DAIN
JEV
9
%r
SANI : AR SEWE
7U`
,NITARY SEWER MANHOLE
W
A =373 54
= 365.39(6 "?VC NE
=365.44�N0 PIPE
.= 355.32'8 "PVC W) SOUND R�BAR �� A� �
F `J
IN
V
W
! t
"HDA 18730 1011198 `
a
p
10957 18086 9158" ,'
Cr
CL
- 376.11
-3w.
387.63
- 307.58
a ;
TBM #2 ELEV 400.69
RR SPIKE
�OG°�cL( Gzl
GRAPHIC SCALE
30 0 15 30
MAO NAIL iWASHER
�S •4691 j {/ i =
\
N 65841.96 i r K
381.7 G �� �. "`.
.._
E: 1302616.21 .. 1•
\I =
4
5 ( \ v.
.382.72
GUT \
\ G '
10' POWER EASEM`N7 q........... ............ . _ �,� r
AFN 5664146 �_.._.................�... � 364.22
GUT
�:� PROPOSED Mc
D
In
it \ :� °i 1.1 Ac. ` 0 V C�
MAILL ,& MIR Z �� .. 38.55 G� CP
! \ k r °`
T. P. N. 7923059t)3�'
Brr -Z 1 .28
ow
\ ti,
i
38
Bff
1
vvv�v GUTS'
s� ° '�� z9!, O
GM z
�� 00
•05 �x
TEMPORARY EROSION
GUr ! 8tT �> 377.71 382.71 GUT QORTROL BLAWIT, TI
374. ! �380�7 , GUT
- - - - - - - - - - - - - - - - - - - - - - fir- ,l
,t
PARCEL D ,� .10
SEE LFGAL DESCRlP'ION
._. GUS„_............. -.�. aff
\ W , t
J sx
G
383/U .y r
_ \ I •
j FOUND REBAR/Ci375, i 380.35
C CAF UNREADABLE GUT � 377.92 r4m
GUT .5X I '�.� 3®7.1 '
-20 -�2 376.2 v
GUN GUT 73 383.02
'�' 382.38
+ ............. ._.....,_........_..._....._� GUT GUT GUT t
T . .....
u. ..�.........�...u...........u.. •9x t
L�= 24'59' 09" 378.62 .31 2 GUT
1
R=25.00' , 378.1 GUT GUT � `383.19
..W...... GUT s 383. '
" - - - - -
A=1 0.90 - - - - - _ - - ...........�.......� 6x GVT 3�8:70� 1.79 �.� 383.26
------- r- - - - - -- j 1 `'
T r ! I (� 384.25, 48 COI C 1.
EASE PARKING, , 377 GUT S,
CIRCULATION, AND �`z � � � CONC 383.60
� t Mfe
LANDSCAPING AFN 9009170446 T GUT
GUr _
GUT
GUT
! •.. CO 382.
25' GAS EASEMENT , " _ ^ 378.55.
our
c�NC
!
AF's 9501250239 :; _` 383.99 ^ W3• 38440
• �
375.4 GUT .14 379.46 4 CONC ( CONC CONC
lwu
i 3 X380.' ,
ASP INVESTMEIv r ► , 4,\
ku
I - \� •40 33.76 I_
T. P. N. 2923059158 _ - � , 383.41 c
13 = CQI�C
i cv'
PARCEL "C" air GUT PROPOSED
20= SEWER EASEMENT o °' 383.69 �''°
AFN 9009' 70444
M2_11118 GUT US
PARCEL "B" Sf
1 6,270
INGRESS, EGRESS EASEMENT 10 RNLI _.
• 383. i 1.71 Ac.
AFN 9009170443 ! " GUT (CA)
+ -- I 10 3��.36 III REQUIRED: 41
,� --I- -- 379.54 • lx PARK 69
37761 377 70 38 15 PARKING PROVIDED. 384. AOI
GUT s•� GUT
Gur 344.36 FE
R81 •7 378.94 ,� 29 ?125 384.
!� GUT GUT 382 75 TeP.N. BR .93
! 377.71 GUT CONC G
r GUT 379.6 384.33 384.,41 .45
ti..
G
1 362.07 GUT TEMPORARY EROSION 3®9.01
It st .s4 384.7 M ANKET, TYP•
FOUND TACK. -� o CONTROL
GUT •9% CONC G
CONC ..,.
EWER MANN --. IN FACE OF CURB i 7'9 �° �' 379 70 ��
OLE 8- 01 �"''; '" ;�A 400 _
i 376.7 9,........ _
4j
6 D1 NE) Gur
8 PVC. E; , �..� , _ .... ......_...
,-..t .� '...w - .sin.,... a a2a.r• ■xeauHxw,rrp:wnearwwn
374 ►
_
` 376.00 ..... ......
\
C , + R I Gr T " RNA 1 ERP
_ .e_�,_ P
f ' !.. 5'�
ON L _ V
9
= a^
f 382
1
B U
SIGN
9
\ \
\
,. \\
\. .,......... .,
\ ♦ S �✓ r \ .. ... . -.. .....-.t
\
.r \.z
MPH _
\
\ _ �.� a
\ AV
e
_\ �..._.......__...
� .. ` WY _I
\ .
3�
III,- ........... ......
.....t...
\ ..
n ONCRE � 11 R'D 17 6 T
X 3 X23 , _ ,
_
` 37513 °
_ - a
^j " Al'
SPOT ELEVATION
FLOW DIRECTION
WITH GRADE
SLOPE LABEL
SWALE /DITCH OR
DIVERSION DITCH
GRADE BREAK
CONTOUR LINE
SITE GRADING LEGEND
90 HYDRAN T & VALVE ® ow
BI
2% MANHOLE •
CLEANOUT 0
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 & FEATURES SHOWN
SCREENED ARE EXISTING
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
BY: Date:
BY: Date:
BY: Date:
R- 310011
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
R
SLOPES ON CURB RAMPS
LONGITUDINAL
SHALL BE 1:12.
SURVEY BY
sn7S & HILL XHCMCMUM MC.
4W5 CJ M'BJ? S X T
TACOMA AA 984M
F= (253) 474 -9449
FAX (253) 474 -0159
MCBMIM i
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)
TI #2) Elevation: 400.69'
Railroad Spike.
F.F.E. _ 100.00 (ARCH.)
_ � �e (civic)
384.36
z
-
IN
�SITTS AND HILL
L 1
= 30
,n,
DATUM
KEITH OCONNELL
1501 4th Ave, suite 1400
Seattle, WA 98101 -3655
(206) 438 -2700
VELMEIR RETAIL PHARMACY
GRADING PLAN (RECORD)
09/10/14
O
,.,
M
M
M
ET
POM
y...
"I'll ,
`" r.
-3w.
387.63
- 307.58
a ;
TBM #2 ELEV 400.69
RR SPIKE
�OG°�cL( Gzl
GRAPHIC SCALE
30 0 15 30
MAO NAIL iWASHER
�S •4691 j {/ i =
\
N 65841.96 i r K
381.7 G �� �. "`.
.._
E: 1302616.21 .. 1•
\I =
4
5 ( \ v.
.382.72
GUT \
\ G '
10' POWER EASEM`N7 q........... ............ . _ �,� r
AFN 5664146 �_.._.................�... � 364.22
GUT
�:� PROPOSED Mc
D
In
it \ :� °i 1.1 Ac. ` 0 V C�
MAILL ,& MIR Z �� .. 38.55 G� CP
! \ k r °`
T. P. N. 7923059t)3�'
Brr -Z 1 .28
ow
\ ti,
i
38
Bff
1
vvv�v GUTS'
s� ° '�� z9!, O
GM z
�� 00
•05 �x
TEMPORARY EROSION
GUr ! 8tT �> 377.71 382.71 GUT QORTROL BLAWIT, TI
374. ! �380�7 , GUT
- - - - - - - - - - - - - - - - - - - - - - fir- ,l
,t
PARCEL D ,� .10
SEE LFGAL DESCRlP'ION
._. GUS„_............. -.�. aff
\ W , t
J sx
G
383/U .y r
_ \ I •
j FOUND REBAR/Ci375, i 380.35
C CAF UNREADABLE GUT � 377.92 r4m
GUT .5X I '�.� 3®7.1 '
-20 -�2 376.2 v
GUN GUT 73 383.02
'�' 382.38
+ ............. ._.....,_........_..._....._� GUT GUT GUT t
T . .....
u. ..�.........�...u...........u.. •9x t
L�= 24'59' 09" 378.62 .31 2 GUT
1
R=25.00' , 378.1 GUT GUT � `383.19
..W...... GUT s 383. '
" - - - - -
A=1 0.90 - - - - - _ - - ...........�.......� 6x GVT 3�8:70� 1.79 �.� 383.26
------- r- - - - - -- j 1 `'
T r ! I (� 384.25, 48 COI C 1.
EASE PARKING, , 377 GUT S,
CIRCULATION, AND �`z � � � CONC 383.60
� t Mfe
LANDSCAPING AFN 9009170446 T GUT
GUr _
GUT
GUT
! •.. CO 382.
25' GAS EASEMENT , " _ ^ 378.55.
our
c�NC
!
AF's 9501250239 :; _` 383.99 ^ W3• 38440
• �
375.4 GUT .14 379.46 4 CONC ( CONC CONC
lwu
i 3 X380.' ,
ASP INVESTMEIv r ► , 4,\
ku
I - \� •40 33.76 I_
T. P. N. 2923059158 _ - � , 383.41 c
13 = CQI�C
i cv'
PARCEL "C" air GUT PROPOSED
20= SEWER EASEMENT o °' 383.69 �''°
AFN 9009' 70444
M2_11118 GUT US
PARCEL "B" Sf
1 6,270
INGRESS, EGRESS EASEMENT 10 RNLI _.
• 383. i 1.71 Ac.
AFN 9009170443 ! " GUT (CA)
+ -- I 10 3��.36 III REQUIRED: 41
,� --I- -- 379.54 • lx PARK 69
37761 377 70 38 15 PARKING PROVIDED. 384. AOI
GUT s•� GUT
Gur 344.36 FE
R81 •7 378.94 ,� 29 ?125 384.
!� GUT GUT 382 75 TeP.N. BR .93
! 377.71 GUT CONC G
r GUT 379.6 384.33 384.,41 .45
ti..
G
1 362.07 GUT TEMPORARY EROSION 3®9.01
It st .s4 384.7 M ANKET, TYP•
FOUND TACK. -� o CONTROL
GUT •9% CONC G
CONC ..,.
EWER MANN --. IN FACE OF CURB i 7'9 �° �' 379 70 ��
OLE 8- 01 �"''; '" ;�A 400 _
i 376.7 9,........ _
4j
6 D1 NE) Gur
8 PVC. E; , �..� , _ .... ......_...
,-..t .� '...w - .sin.,... a a2a.r• ■xeauHxw,rrp:wnearwwn
374 ►
_
` 376.00 ..... ......
\
C , + R I Gr T " RNA 1 ERP
_ .e_�,_ P
f ' !.. 5'�
ON L _ V
9
= a^
f 382
1
B U
SIGN
9
\ \
\
,. \\
\. .,......... .,
\ ♦ S �✓ r \ .. ... . -.. .....-.t
\
.r \.z
MPH _
\
\ _ �.� a
\ AV
e
_\ �..._.......__...
� .. ` WY _I
\ .
3�
III,- ........... ......
.....t...
\ ..
n ONCRE � 11 R'D 17 6 T
X 3 X23 , _ ,
_
` 37513 °
_ - a
^j " Al'
SPOT ELEVATION
FLOW DIRECTION
WITH GRADE
SLOPE LABEL
SWALE /DITCH OR
DIVERSION DITCH
GRADE BREAK
CONTOUR LINE
SITE GRADING LEGEND
90 HYDRAN T & VALVE ® ow
BI
2% MANHOLE •
CLEANOUT 0
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 & FEATURES SHOWN
SCREENED ARE EXISTING
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
BY: Date:
BY: Date:
BY: Date:
R- 310011
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
R
SLOPES ON CURB RAMPS
LONGITUDINAL
SHALL BE 1:12.
SURVEY BY
sn7S & HILL XHCMCMUM MC.
4W5 CJ M'BJ? S X T
TACOMA AA 984M
F= (253) 474 -9449
FAX (253) 474 -0159
MCBMIM i
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)
TI #2) Elevation: 400.69'
Railroad Spike.
F.F.E. _ 100.00 (ARCH.)
_ � �e (civic)
384.36
i
z
-
�SITTS AND HILL
L 1
= 30
,n,
DATUM
KEITH OCONNELL
1501 4th Ave, suite 1400
Seattle, WA 98101 -3655
(206) 438 -2700
VELMEIR RETAIL PHARMACY
GRADING PLAN (RECORD)
09/10/14
O
M
M
M
ET
POM
D
ONE IM
if ALL !ME
F NOr OW NM
IC" AO0010MY
1
C1.4
RECORD DRAWINGS
JEV
9/10/14
0�
KO
NO.
REVISION
BY
DATE
APPR
A'*DAIN
JEV
9
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1 C
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