HomeMy WebLinkAboutR-374003F�-
1�-
i
f/1
a
CL
a
o
V
W
Q
W 3 CL
all
co
o �g�Z
z
W
a
N
cr
W
a
a
W
0
CL
CL
0
1�1 Z h
O Y
3
V
w 0-
c°+
m
�v+
C
�I �C
a
W �
< �o
Q"
CL Q
� Q
W
W
Q"
x
4
L
Z�W
W � �
� � W
t �
> 6 C G
W w
Y
U
Z
U
v 0.
Q
lin
%Nft Li
In
GRADING /PAVING PLAN
FUUVDEwfl ADUTM
8W 1/4 SECTION 18, TW. 23 N.9 ROE. 5 E., WJAQ
U�';*eLo T m , v
v
o� \... r 23.41 32 6 7 --___ _ � N
w o , 22.61 - -
1 = Y � 22.8 23.07 23.29 23.91 23.96 D II
•
� � / 23.61 I
f ,� Vn Q 1
�-- � 1 2
00 �- p° x x I Q a-
� \_ 12 4
2 .5 c',/ ,r
a- �
1 z Q ��
x -- a� FENCE E N CR O A CH M E N T
r) 00 l ,
.9 `
1s i
0
\/N i
6 \\
• I I EX.
�\ 2 .4
EX #3 �� I I EX. S 0 I I ^ /c,_ _ _ ' ' I I
\
- / RIM =21.55 u I I a I I I I "'�,.;' I
, IE- 17.45 (2 )
r\ ` W
IE- - 17.30 1 2 ., \ \ \ \ \ \ \ \ \\ ,,
\ I
nll
23.4 I L ____ -__- I I 'I i U
\� 22.1 il I ( I I � ' Z 1 l cn
/ EX. BUILIDiNG
/ �\ „ I I ,� , oli cn
U
FF -22.2 ' . 11
�� �''' I • I y i 4�! i oil
d/ I
d/l , d `� ► d � IOW C8 #1 - -- EX. 68 I
22,16
6 EX CB #13 RIM
12 SID
di RIM = 21.70 „ I I IE _ �1 (120 W) 17.33 _ _ _ = _ _ _ =' jt-- -- it �► a• 1
c�
IE = 18.14 (12 E) II IE 47.41 (12 N) 17.3
v
- - - - -- EX CB #2 II II ,1 1 • 11
IE = 18.14 (12" W} 22.0 I I /I
t�W CB •4 -R7A? 21.55 II II 11 ; I
/EX fw #® COORDINATE CONNECTION RIM = 21.36 (�► "� I I
1 IE -16 59 (12 EJ
OF NEW ROOF DRAIN » f I1 » I I II
RIM =21.34 S IE = 15.50 (15 W) 16.59 (12 WI II �t
U �`
IE r-77-Ur-r- 12 S 17.75 (SEE ARCHITECTURAL PLAN) = 16.91 (8 NE)
\ , _ »
_ ( ) - 15.50 15 S MATCH EX11 II �'
� � I lE 17.94 (6 SE) ( ) i I „
� I!
�► ,'\\ ; 22.1 IE =17.81 (12- N) 22.20 22.1 • � _ II EX. SDCOII „ N
1 EX CB #14 / �� - - - - -- _�- ---- --�-,f II
' RIM = 21.70
----- - - - - -- - - - - -- -- - - - - -. -
0 / \ `;, 1 JIE= 17.96(12 "E) I o i - - -- - � o II II;► i w Ii
/ 0. \� \; ! \ r MATCH EX... 22.20 N CONCRETE it
/i 27.0 • ;,, ' �E = 17.96 (12 S) i EWALK ; �',� EX. - - - � I o
00 MATCH EX. I I I - - - _ -J it O • cn 1
00 _ _ _ MATC E . »
\\ , 1 , _ _ _ i PAVEMENT F D .._ ,1 O I !
-- _--- - - - - -- - - - - - -- E 00 L S .36X
/ / •� , , 8 PERF , �� EX. 3 LF 1 S EX. 9 LF„ ►1
O
1 27.5 CUT LINE
DOWNS w � p II J
PdU 1 00
\ - o • : \, I /� r DRAIN O 0.0 �� c� I
U / Z , 1 22.20 RIM= 9
W o U \ , = ;� TCH EX _ „ I. 0I
\ \, ► w/ INFILTRATION IE- 14.98 (15 N) I cD
o �' \ , J , yr .= VEMEN
TRENCH (SEE u c II
AQ / 27.3 :., I , BUIMNGDETAIL SHEET C�)- - -- - - -- ---- -d - - -- --- - - - - -- --- - - - - -- --- - - - - -- - - --
\ c� R/M :Y-! 21.3.E II
HEX., =` ADDffM _! E IE= 15.11 15
;\.;_ -r► ,. - -- - - -- - - - -- SAW CU --
\ \4 - - - - -- _ - '� - - - --
Arl
-- - -- �� - - -- --
PA ENT `TE=r (1�' 1�j 138- �D D
loo, FF=2: l - 15. l 1,12 E) II
MAT EX. I► II I
If
2 ' NEW E�`T,RU C 8 �, x
I
\ / / 26.2 1 � 1 1 �' �� �= .�°# � � ''
\\ / 26.4 \ <x PER DETA2 ET C6:�.. _� L
CD
s . h I
i, I I I t I I I n
N \ oo, 26.4 �\ 1 I 11 1 �\ c tFl - - -- ---- - - - - -- _ -_-
SAWCUT, - II
26.1 ' 1 $. " MATCH EX. -- ._ -_-.- -___� -_ T ___.-- .- .-_- If
j II
�� _
-__ -- - -__ -- - - -- -_ -__- '
f`®.,� ` '� CLEAN dC I
0 /21.7 \ ' 1 TACK EDGES
• 7
WITH SEALER )ATCH E I I 1 - - -
U
\ II
IM 2446& 22.92 c
/ / \ :, " IE = 16.86 (12» S) 1 I I
\ 25. � .. 1
20. 22.3 /^ \ 16.86 12» E 1�1Q. 7 I
t I
' 21.7 / .�" ..
l
5.
MA CIS - CUT LINE �, l
SAW ' \ 1 , I I
PAVE NT � '' i
m
� 20.0
II
ti
i
tt l4 M.10
AL
If
� \♦ � II
\ W
RIM = \ \ \ \ \ \ \ \
\ 22.13 21.E \, I
w " ' \ ♦ \` �E = 16.0 (12» N) `\ `\ `\ F-
o \ 0 II
�9
21 $'- / !" l o- 2 / / / -' _ IE 16.09 (15" E) �' ° 22' fl°
` • 1 ` \ / // \\
\ 25.6 O
•
21. I I I ,,n, /� 2 5. V
I � .. 22.7 �- ----- �ASPIf'�L IvldkR�C €R----- - - -___ Q II cn
- --�- (TEST CONNECTOR) cn
Lr) -( °'\� -- a 2 3 22.9 S 01 21 10 W 115.0 2 I I
-- .I o ��
GAS PIPELINE MARKER '
2 41k,
00 w \
EX. ASPHALT PAVEMENT
NEW ASPHALT PAVEMENT
BY
BY
•• V V =
� DEVELOPER:
AS-BXT ORAWNIM 1/21/2015 HARPER ENGINEERING
700 SW 7TH STREET
P�-1 I L /per RENTON, WA 98057
C EOM FOR COWNJANIM
TO CITY STANDAFM
Dote
Dote
Dote
MIAS# /
/ 40
Q yc ��
_ ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
c38 j �R�p ��c� KENT, WA 98032
fss�o S ���� (425)251-6222
NA L (425)251-8782 FAX
CONTACT: DAN BALMELLI
GHAV�
C,
I
I
W
MH' W
� 1
I
Q
WIU
F-
LJ
0 o Q
O w 3.
w
rn o z
00 F=
I� w
CN
N '
,
,
,
,
I
I
,
CD '
In r
,
z
II ,
z'
I Q r
U`
N'
f
i
�r
I '
N w`
V) -
I
,
,
'
f
Ni
r
I ,
,
,
3
f
w
I < Z
� O I
O:f '
� � f
Q o f
U o '
cam; Ln \ F-
oQ�f
zm�
^ r
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GRAD11mu /PAVING PLAN
HMKR ENGINEERING ADDITION
DE8101�® CP 03/12Z2014 FLE
sG = g• DRAWN DSC
q EcKeD DKB IFEU
G E
APPROYED DMCMR of PUBLIC WOWS
C3 a; 6
I
I
X
W
0
a.
a
U
r
u
ai
0
U
N
Q
M
In
0
N
rn
V
v
v
0
D+
Ili
co
(rD
U)
Ln
0
10
In
cn
0
0
to
0
z
m
O
u.i
U
m
T •
0
T
=
..7
7
y
3
W
CALL 2 WORKING DAYS
m
m
,c,=,.F0R1E YOU C4G.
h
z
811
AL
If
� \♦ � II
\ W
RIM = \ \ \ \ \ \ \ \
\ 22.13 21.E \, I
w " ' \ ♦ \` �E = 16.0 (12» N) `\ `\ `\ F-
o \ 0 II
�9
21 $'- / !" l o- 2 / / / -' _ IE 16.09 (15" E) �' ° 22' fl°
` • 1 ` \ / // \\
\ 25.6 O
•
21. I I I ,,n, /� 2 5. V
I � .. 22.7 �- ----- �ASPIf'�L IvldkR�C €R----- - - -___ Q II cn
- --�- (TEST CONNECTOR) cn
Lr) -( °'\� -- a 2 3 22.9 S 01 21 10 W 115.0 2 I I
-- .I o ��
GAS PIPELINE MARKER '
2 41k,
00 w \
EX. ASPHALT PAVEMENT
NEW ASPHALT PAVEMENT
BY
BY
•• V V =
� DEVELOPER:
AS-BXT ORAWNIM 1/21/2015 HARPER ENGINEERING
700 SW 7TH STREET
P�-1 I L /per RENTON, WA 98057
C EOM FOR COWNJANIM
TO CITY STANDAFM
Dote
Dote
Dote
MIAS# /
/ 40
Q yc ��
_ ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
c38 j �R�p ��c� KENT, WA 98032
fss�o S ���� (425)251-6222
NA L (425)251-8782 FAX
CONTACT: DAN BALMELLI
GHAV�
C,
I
I
W
MH' W
� 1
I
Q
WIU
F-
LJ
0 o Q
O w 3.
w
rn o z
00 F=
I� w
CN
N '
,
,
,
,
I
I
,
CD '
In r
,
z
II ,
z'
I Q r
U`
N'
f
i
�r
I '
N w`
V) -
I
,
,
'
f
Ni
r
I ,
,
,
3
f
w
I < Z
� O I
O:f '
� � f
Q o f
U o '
cam; Ln \ F-
oQ�f
zm�
^ r
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GRAD11mu /PAVING PLAN
HMKR ENGINEERING ADDITION
DE8101�® CP 03/12Z2014 FLE
sG = g• DRAWN DSC
q EcKeD DKB IFEU
G E
APPROYED DMCMR of PUBLIC WOWS
C3 a; 6
I
I
X
W
0
a.
a
U
r
u
ai
0
U
N
Q
M
In
0
N
rn
V
v
v
0
D+
Ili
co
(rD
U)
Ln
0
10
In
cn
0
0
to
0
z
m
O
u.i
U
m
T •
T
=
..7
7
y
3
z
m
m
m
D
T
K
s
2 /
Y "
z
ft
I
0
D
Z
G1
Z
C
9
Im
m
i�
00%.
Z
Z
Z
_ J
x
Z O
Z
T_
p..
-
z
=x -