HomeMy WebLinkAboutR-395707Ln
0
r
200
195
190
Ln
V
cd
STA 8+10.18, 0.00'
N
185
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EX GRADE AT
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VERTICAL CURB & GUTTER
0
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N
180
z
0
PER COR STD. PLAN 101
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cnc
0
r
1-
175
LTJ
Planning/Building/Public Works Dept.
0
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bT
LTJ
PERMEABLE
r�
170
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25'
I—
LLJ
LANDSCAPING
V)
w
z
165
RETAINING
10'
PVI
.e
155
150
145
were
195
195
190
190
185
185
180
180
175
175
170
170
165
165
160
160
155
155
150
145
140 140
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+8&64
TRACT TRACT
CENTERLINE
rn
r•
39.5'
cd
STA 8+10.18, 0.00'
N
co
HIGH PT ELEV: 177.16
+
LANDSCAPING
EX GRADE AT
O
VERTICAL CURB & GUTTER
00 PVI STA: 7+49.00 O
II
N
n
PVI ELEV: 177.90
0
PER COR STD. PLAN 101
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cnc
It
r
r
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LVC 50.00
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LID
r
Planning/Building/Public Works Dept.
a�
J
W
bT
PERMEABLE
r�
5'
Cf)
25'
5.5' 4'
PAVERS
LANDSCAPING
w
w
RETAINING
10'
PVI
STA: 2+32.99
PERMEABLE PAVERS
WALL
6" MIN
a
PVI ELEV: 176.85
PVI STA: 2+83.38
II b'
4" HMA
CL 1/2
W
A: 17.00%PVI
ELEV: 184.40
Q Z
co
2%
A 2%
LVC 25.00A:
-17.00%
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NE 7TH
CT
ENTRANCE
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PARKING (PRIVATE)
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195
190
190
185
185
180
180
175
175
170
170
165
165
160
160
155
155
150
145
140 140
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+8&64
TRACT TRACT
Know what's below.
Call 48 hours before you dig.
W
Q
Z
J
L,
3 PER CITY COMMENTS
2 PER RESUBMITTING SCREENING
1 PER CITY COMMENTS
NO. REVISION
NE 7TH CT PROFILE
CENTERLINE
rn
r•
39.5'
cd
STA 8+10.18, 0.00'
N
LTK
HIGH PT ELEV: 177.16
+
LANDSCAPING
EX GRADE AT
O
VERTICAL CURB & GUTTER
00 PVI STA: 7+49.00 O
II
HMD
n
PVI ELEV: 177.90
0
PER COR STD. PLAN 101
�C
cnc
It
r
r
A: -11.83%
LVC 50.00
N
LID
r
Planning/Building/Public Works Dept.
a�
J
W
bT
PERMEABLE
STA 6+30.61, 0.0
5'
Cf)
25'
5.5' 4'
PAVERS
LANDSCAPING
w
w
RETAINING
10'
PERMEABLE PAVERS
WALL
6" MIN
a
4" HMA
CL 1/2
W
-
2%
A 2%
° 11=111
° III—III—III—III—I
-111 -111 -III
=
Q O
11=III=III=1
GRASS
2„ 3/8 x CHIPS OR
11,;,111=III=III=Iii-'
a:
<: C33 SAND OVER 6”
+Z�
2" 3/8 x
CHIPS OR
PERMEABLE BALLAST
w
C33 SAND
OVER 6"
APPROX
X II
Q
PERMEABLE
BALLAST
TOWNHOUSE FOUNDATION
2" CSTC
OVER
TOWNHOUSE FOUNDATION
4"
CSBC
- Z w - —
NE 7TH
CT
ENTRANCE
(PRIVATE)
PARKING (PRIVATE)
B
C
o •Og%
NTS
NTS
Know what's below.
Call 48 hours before you dig.
W
Q
Z
J
L,
3 PER CITY COMMENTS
2 PER RESUBMITTING SCREENING
1 PER CITY COMMENTS
NO. REVISION
NE 7TH CT PROFILE
FINISH
PROFILE
CENTERLINE
rn
r•
HIGH PT. STA: 7+48.25
cd
STA 8+10.18, 0.00'
N
LTK
HIGH PT ELEV: 177.16
+
Q
EX GRADE AT
O
cD
00 PVI STA: 7+49.00 O
II
HMD
n
PVI ELEV: 177.90
0
AP P R
�C
cnc
It
r
r
A: -11.83%
LVC 50.00
N
LID
r
Planning/Building/Public Works Dept.
a�
J
W
bT
J
W
STA 6+30.61, 0.0
Cf)
m
DCI PROJECT NO. 15375
w II
w
w
w
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a
W
U
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Q O
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APPROX
X II
Q
WATER
x J
N
CROSSING
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FINISH
PROFILE
CENTERLINE
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r•
SURVEYED:
JMB
cd
STA 8+10.18, 0.00'
N
LTK
9/8/17
+
Q
EX GRADE AT
CO
DRAWN:
HMD
CENTERLINE
II
HMD
IE(S) = 167.10
a
DATE
AP P R
�C
cnc
W
V)
IE(W) = 167.10
DRAWING NO: /�
� 1
Y C
C136, TYPE 1
Planning/Building/Public Works Dept.
a�
AT FULL SCALE
bT
STA 6+30.61, 0.0
Cf)
m
DCI PROJECT NO. 15375
w II
0
� LL
180LF — 12" SD ® 0.50% (PRIVATE)
C135, TYPE 2 1\
SURVEYED:
JMB
STA 8+10.18, 0.00'
DESIGNED:
HMD
LTK
9/8/17
HMD
Q
RIM = 174.21
HMD
DRAWN:
HMD
LTK
7/12/17
HMD
IE(S) = 167.10
BY
DATE
AP P R
APPROVED:
HMD
W
V)
IE(W) = 167.10
DRAWING NO: /�
� 1
ONE INCH
C136, TYPE 1
Planning/Building/Public Works Dept.
701-707 SUNSET BOULEVARD NE, RENTON, WA
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLYSUNSET'S
STA 6+30.61, 0.0
Cf)
SHEET:
7 OF: 10
DCI PROJECT NO. 15375
RIM = 170.90
IE(N) = 168.00
195
190 r�r)
Ln
0
N
0
185 0
0
U
180
175
Q0
00
0
170 0
0
TSE
165 1
Q
160
8+80 8+60 8+40 8+20 8+00 7+80 7+60 7+40 7+20 7+00 6+80 6+60 6+40 6+20 6+00 155 0
N
0
TRACT TRACT TRACT TRACT 0
0
31'
15' r
REMOVABLE PERMEABLE PAVERS
PERMEABLE PLANTER 4 23' 4
PAVERS �
1 _ PAVE EXTRA 2'
TRACT
TOWNHOUSE FOUNDATION 1 U,5,5 SAND UVEN b..
PERMEABLE BALLAST
`J I CB EACH END
NE 7TH CT (PRIVATE)
N TS
25.7'-36.7'
PERMEABLE PAVERS
3.6'— 9.2' 18'— 24.5'
THEN SAWCUT
FOR PAVERS
2% 2%
2" 3/8 x CHIPS OR I I 4" HMA CL 1/2
C33 SAND OVER 6" I I
PERMEABLE BALLAST i ` J 2" CSTC OVER 4" CSBC
TOWNHOUSE FOUNDATION - - - CB EACH END
NE 7TH CT (PRIVATE)
NTS EL - 178.1
EL = 177.6
RETAINING
WALL, TYP.
TRACT
PERMEABLE
PAVERS
EL = 172.2 5'
2"3/8 x CHIPS OR
4'-6.5 -III= C33 SAND OVER 6"
PERMEABLE BALLAST
PAVE EXTRA 2' EL = 166.2
THEN SAWCUT Ln
FOR PAVERS 6' NOTE: ALL RETAINING WALL
2% 2% TALLER THAN 4 FEET (INCLUDES 1`0
-III TIERED WALLS) ARE REQUIRED TO
HAVE SEPARATE BUILDING PERMIT.
I I I I
I I�JOINT �l 4" HMA CL 1/2 WALLS CROSS—SECTION (PRIVATE)
I- - - —I TRENCH ` J L.Li
2" 3/8 x CHIPS OR I I 2" CSTC OVER 4" CSBC G NTS 0
C33 SAND OVER 6" R-395707
PERMEABLE BALLAST
CB EACH END IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNHOUSE FOUNDATION O
ESURFA:CE WATER UTILITY DEVELOPMENT ENGINEERING
r
NE 7TH CT (PRIVATE) LLJ
a 10/19/2017 rnair 10/24/2017 0
c�
NTS
SURVEYED:
JMB
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HMD
DRAWN:
HMD
LTK
7/12/17
HMD
CHECKED:
HMD
BY
DATE
AP P R
APPROVED:
HMD
NTS
Q
LTJ
SCALE:
SEE PLANS
VERTICAL: NAVD
HORIZONTAL: NAD 1983/183/1 991
CITY Y 0 E
'
SUNSETS EDGE TOWNHOMES
DATE. 5/11/1
c /
PIAELDBOOK:
V'RGRADING
RENTON
• •
AND DRAINAGE PROFILES & SECTIONS
W
V)
DRAWING NO: /�
� 1
ONE INCH
Planning/Building/Public Works Dept.
701-707 SUNSET BOULEVARD NE, RENTON, WA
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLYSUNSET'S
EDGE TO WN H O M E S
Cf)
SHEET:
7 OF: 10
DCI PROJECT NO. 15375