HomeMy WebLinkAboutR-381404I
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OVERALL GRADING PLAN
FOR
COPPERWOOD
L-- N"
WATER
EASEMENT
PROPOSED MONUMENT O
FENCE
ASPHALT
Li
Fl
W
CONCRETE SIDEWALK
Z
0.
S
~
w Q-
CONTOURS
3 O
0
STORM
a V
SEWER .
WATER
EASEMENT
PROPOSED MONUMENT O
FENCE
WATER METER
ED
IUMIWURE (LUM.)
Fl
POWER METER
O
POWER
S
JUON�X (AS NOTED)
x
CATCH BASIN (C8)
❑
STORM MANHOLE (SOMH)
0
SANITARY SEWER MANHOLE (SSMH)
Q
GAS VALVE
NO.
WATER VALVE (WV)
Da
WATER METER
ED
SIGN
Fl
MAILBOX
o
SURVEY MONUMENT (AS NOTED)
S
BENCHMARK
2
SECTION CORNER (AS NOTED)
WDTH
FOUND REBAR /CAP (AS NOTED)
•
WATER LINE -------
- - - - --
SANITARY SEWER LINE
NO.
STORM DRAINAGE LINE _ _ _ _
_ _ _
GAS LINE -CAS
GAS
TELEPHONE UNDERGROUND- T(L)G)
POWER UNDERGROUND P(LIG)
2
POWER OVERHEAD
P(OH)
MAJOR CONTOUR 530
MINOR CONTOUR 5J2
BUILDING
EDGE OF ASPHALT
NO PARKING SIGN (W /80 FT
SPACING) INSTALLED PER DETAIL
El ON SHEET 25. PARKING WILL BE
PROVIDED ON THE OPPOSITE SIDE
OF THE STREET.
ElSTREET NAME SIGN INSTALLED PER
DETAIL ON SHEET 25.
EXACT LOCATION AND NUMBER OF SIGNS
TO BE CONFIRMED WITH CITY INSPECTOR
PRIOR TO INSTALLATION OF ALL SIGNS.
NO PARKING SIGNS AT APPROXIMATELY 80
FT SPACING ON FIELD PL SE, SE 3RD PL,
AND GRAHAM AVE SE. UTILIZE STREET
LIGHT POLES WERE APPROPRIATE.
TREE NOTE:
EXISTING TREE TO REMAIN
- - - -- - - -- - - - - - -- -- - - - - --
PLANS FOR DETAILS) RUNOFF OFFSITE.
VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE
CONC MONUMENT W /BRASS NAIL
SET 0.65' BELOW GRADE
CITY OF RENTON CONTROL
POINT N0. 478 EL= 391.016
(JUNE 2012)
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
UP! I w I &=- VI `V V'%` 1 V V I `' nl lq v %.#t 1-111 III- rW. k-
TW= 6.7
BEARING PAD ELEVATIONS SHOWN ARE AT CENTER OF WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE (SEE LANDSCAPE PLAN FOR 0.5
BW =396.2
LOT. LOTS SHALL BE GRADED FLAT, SIDE TO SIDE, BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED RESTORATION OF DISTURBED
AND BE SLOPED FROM FRONT TO BACK 0 1.0% TO FROM THE BOTTOM OF THE BASE ROCK TO THE TOP OPEN SPACE) EXPOSED HEIGHT OF WALL (TYP.)
DIRECT LOT DRAINAGE TO THE PERMANENT STORM OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS
WATER CONVEYANCE SYSTEM FOR THE DEVELOPMENT. MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP EXPOSED BOTTOM OF WALL ELEVATION (TYP.)
OF WALL. R 381404
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY _ DATE _ _
CURBICUT DRIVEWAY TABLE
`>
4- DFVVEWAY
3
REVISED PER CITY REVIEW
BJT
LOT NO.
2
ROAD NAME
WDTH
3/30/15
STATION
REVISED PER CITY REVIEW
BJT
1/15/15
NO.
1
STA.
10 +75.56
FIELD PL SE
16'
2
STA.
11+03.56
FIELD PL SE
16'
3
STA.
11+75.56
FIELD PL SE
z cr
16'
4
STA.
12 +03.56
FIELD PL SE
N
�
16'
5
STA.
12 +75.56
FIELD PL SE
16'
6
STA.
13 +03.56
FIELD PL SE
�
16'
7
STA.
13 +75.56
FIELD PL SE
4
16'
8
STA.
14 +03.56
FIELD PL SE
U
16'
9
STA.
14 +74.72
FIELD PL SE
16'
10
STA.
14 +99.31
FIELD PL SE
16'
11*
STA.
15 +26.89
FIELD PL SE
20'
12*
STA.
15 +26.89
FIELD PL SE
20'
13*
STA.
15 +26.89
FIELD PL SE
20'
14
STA.
15 +85.51
SE 3RD PL
16'
15
STA.
16+13.51
SE 3RD PL
16'
16
STA.
16 +95.51
SE 3RD PL
16'
17
STA.
17 +21.90
SE 3RD PL
16'
18
STA.
17 +57.92
SE 3RD PL
16'
19
STA.
14 +66.18
FIELD PL SE
16'
20
STA.
14 +06.18
FIELD PL SE
16'
21
STA.
13 +78.18
FIELD PL SE
16'
22
STA.
13 +06.18
FIELD PL SE
16'
23
STA.
12 +78.18
FIELD PL SE
16'
24
STA.
12 +06.18
FIELD PL SE
16'
25
STA.
11+78.18
FIELD PL SE
16'
26
STA.
11+06.18
FIELD PL SE
16'
27
STA.
10 +78.18
FIELD PL SE
16'
28
STA.
22 +08.76
GRAHAM AVE
SE
16'
29
STA.
21+80.76
GRAHAM AVE
SE
16'
30
STA.
21+08.76
GRAHAM AVE
SE
16'
31
STA.
20 +80.76
GRAHAM AVE
SE
16'
32
STA.
20 +08.76
GRAHAM AVE
SE
16'
33
STA.
19 +80.76
GRAHAM AVE
SE
16'
34
STA.
19 +08.76
GRAHAM AVE
SE
16'
35
STA.
18 +80.76
GRAHAM AVE
SE
16'
36
STA.
18 +20.76
GRAHAM AVE
SE
16'
37*
STA.
19 +09.41
GRAHAM AVE
SE
20'
38*
STA.
19 +09.41
GRAHAM AVE
SE
20'
39*
STA.
19 +09.41
GRAHAM AVE
SE
20'
40
STA.
19 +55.41
GRAHAM AVE
SE
16'
41
STA.
20 +05.41
GRAHAM AVE
SE
16'
42
STA.
20 +33.41
GRAHAM AVE
SE
16'
43
STA.
21+05.41
GRAHAM AVE
SE
16'
44
STA.
21+33.41
GRAHAM AVE
SE
16'
45*
STA.
21+92.20
GRAHAM AVE
SE
20'
46*
STA.
21+92.20
GRAHAM AVE
SE
20'
47*
STA.
21+92.20
GRAHAM AVE
SE
20'
BERGQUIST
STA.
18 +32.76
GRAHAM AVE
SE
16'
- - - -- - - -- - - - - - -- -- - - - - --
PLANS FOR DETAILS) RUNOFF OFFSITE.
VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE
CONC MONUMENT W /BRASS NAIL
SET 0.65' BELOW GRADE
CITY OF RENTON CONTROL
POINT N0. 478 EL= 391.016
(JUNE 2012)
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
UP! I w I &=- VI `V V'%` 1 V V I `' nl lq v %.#t 1-111 III- rW. k-
TW= 6.7
BEARING PAD ELEVATIONS SHOWN ARE AT CENTER OF WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE (SEE LANDSCAPE PLAN FOR 0.5
BW =396.2
LOT. LOTS SHALL BE GRADED FLAT, SIDE TO SIDE, BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED RESTORATION OF DISTURBED
AND BE SLOPED FROM FRONT TO BACK 0 1.0% TO FROM THE BOTTOM OF THE BASE ROCK TO THE TOP OPEN SPACE) EXPOSED HEIGHT OF WALL (TYP.)
DIRECT LOT DRAINAGE TO THE PERMANENT STORM OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS
WATER CONVEYANCE SYSTEM FOR THE DEVELOPMENT. MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP EXPOSED BOTTOM OF WALL ELEVATION (TYP.)
OF WALL. R 381404
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY _ DATE _ _
`>
LLJ
3
REVISED PER CITY REVIEW
BJT
4/22/15
2
REVISED PER CITY REVIEW
RAG
3/30/15
1
REVISED PER CITY REVIEW
BJT
1/15/15
NO.
REVISION
BY
DATE
SURVEYED: SCALE: OVERALL GRADING
BCE VERTIGIL: NAVD 1986 CITY OF
HORIZ.: 1' =50' HORIZONTAL: NAD 1983/1991 �� PLAN
DESIGNED: VERT.: N/A �� '
BJT BJT COPPERWOOD
BJT D�wN: RENTON
ONE INCH OUADRANT HOMES
BJT CHECKED: L I DATU M
BJT AT FULL SCALE Planning/Building/Public Works Dept. 14725 SE 36TH ST. SUITE 200
IF NOT ONE INCH
AP P R APPROVED. SCALE ACCORDINGLY
BJT BELLEVUE, WA 9W=
!y •
1 .ice
ry �
I4NA L
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W
V =
8 � �00
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