HomeMy WebLinkAboutR-383023A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
C'7
O
It
T
0
O
L /
T
D
J
In
rr
O
2
I—
W
v
U
D
Z
Q
Z
O
C'M
00
I
W
I MW*09
0q If 'A �F�LUVES UMEA�Lg lµly�—__
_V-*&.Ks MEE T.
I,m
p@F s�ff Ei
FSEF MgTE Ir
1°!F OF PAYEp
pµEWAY 1rEpL1E¢p
'I
}e'EnPu6KM+�0Eff 1{Tpa
MANE
I'YE SSC Fink 1�
CC/CPETF
L
€
ECE xOTSE
A
CFJ.cu f9E
R,Ali glix r]x IV 6 f�tlli0=11Gul'fEA
ROPE [TYP,, 7 Isf9 WTE 11
3 r courmcftN NlMA PLAN VIEW
VA°rt6
V11� []EENO4�q .. 6 ]Y M1NT SEE MGtE6fTTPr
I
e /M 61
CEI"CprCFEVE 6A%1 1(M�Ec{R.^.WBE t..r16N
6QEM1R W EAPA MXE1T Ir'fP.] (MEW PE Iv
sornnu ! w 5 Y!L 6Tp. n�W 1PA
tll RrR►a WEw.�•K]�TX
r.� �i 1 iy' 1.
TYPE R1 B - 150METRIC VIEW
{RESIDENTIAL, WITH BUFFER]
ewwr f_ommC TE
Ull!$ A E]l TTFA
13E1 x FE 31
For NOTES STD. PLAN 104.2 1
STD. PLAN - 104.3
■ + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR F ID.
DEPARTMENT ENTRANCE - TYPE RIB �, '11
Gregg 21 mmu rm an_ Pu61rc Ww• s Adm i rv1 A at 01
_EXISTING ASPHALT
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIOENTIAL STREET MINIMUM
4" HMA (or ACP Class B)
(SEE NOTE 1). OVER
6" CRUSHED ROCK
NOTES;
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
NEW CURB
& GUTTER
STD. PLAN - 103
r✓ PUBLIC WORKS CURB AND GLITTER PPRO D.
`7r► ' DEPARTMENT REPLACEMENT DETAIL,
8 Z
AIE
CALL 81I BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
70LF.. 12" D.I.@S=0.26%
STA. 21 +07.24, 13.00' RT.
CENTER 12' DRIVEWAY APPROACH
IFACT A
15LF., 12" CPP@S=9.20%
(PUBLIC)
(PUBLIC)
CB##10. TYPE 2-48"
RIM=205.07
IE=200.67,
12 N)-CPP
IE=200.67,
12" E)-CPP
IE=200.67,
12" W)-CPP
(PUBLIC)
CB# 13, TYPE 1
RIM=205.43
IE=202.23,12" N)-D.I.
IE=202.23,12" S)-D.I.
26.50' NEW R
w
z
__J
Z
Q
,2:1
0
w �Iz
z w
U
13.5' 13'
3' ` CUT
2% - 2% �/-SAW
5' SIDEWALK-
8' LANDSCAPE STRIP
0.50' VERT. CURB
& GUTTER
4" MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT- 2-2" LIFTS REQUIRED /
DETERMINED BY FIELD CONDITIONS BY
GEOTECHNICAL ENGINEER.
PARK AVENUE NORTH
r 83d SV0
C1-1 —
O
(PUBLIC)
CB# 14, TYPE 1
RIM=205.08
IE=202.83, 12"(S)-D.I.
OR=35.00' L=55.55'
DELTA-90°56'17" LOT DRAINAGE - SEE SHEET 8
PROJECT SHALL COMPLY WITH CITY OF RENTON'S
STA. 10+48.79, 13.00' LT. TRENCH RESTORATION AND OVERLAY REQUIREMENTS.
PC=203.68 t NORTH 28th
STREET
DELTA/2=203.10
FLOW LINE
ELEVATIONS
FLOW LINE
ELEVATIONS
PT=233.50 E PARK AVENUE
NORTH
(TYPICAL)
(TYPICAL)
STA. 20+57.79, 13.00' RT.
00
O
O
Z
C
LC
C
LC
co
I�
(00
00
00
Z_
In
�
O
In
Q
N
N
O
m
Co
++
P7
0a
O
In
Ow
O
O
Om.+
�.�
Ln
O
Ln
0
Ln
O
Ln
O
Ln
O
O
0
00
N
�
N
ch
N
N
N
N
N
N
N
N
N
N
215
N
mON
Q<
w
wrr-
D_
O
210
H
u'z
210
..... CLu
..............
......
...... ......
......
......
...... ......
.......................................................................
....................................
.
41
0o
Q
N
Y
ry
FLOWLINE
OF GUTTER
O
TOP OF VERTICAL
CURB
205
2 05
- - -
- - -
170LF., 12" D.I:@S=0.40%
(�
70LF., 12" D.I.@S-0:26%
200 a-: - - 200
................................ .......................... -.w:......... .......... ......... . o o..... . .......... ........
ov. I I o
zci I
Z
��. LLI N N
NN dl�)�� N
w _ -
�L(D ^ LoNN
195 ^����.�. . . U.�ONN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .rOprj .
04
U O m� II 00 ^ Ln 00
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
L NoomII II N0m-"""20+0o m0 : E gym-
11
AS -BUILT 05/09/201 6
21+00 PARK AVENUE NORTH22+00 23+00 oF
of wASy N SURVEYED:SCALE:
SURVEYING SALE. SCALE HORIZONTAL: NADVD11988
983/1991 �� _ 05 09 201 6
DESIGNED: �• ?� CITY OF
NANTUCKET SHORT PLAT FIELD�OK: /
- o D.L. OFFE, P.E. RENTON
NANTUCKET AVENUE, LLC PAGE:
° DRAWN:
27460 D.L. OFFE, P.E. ONE INCH DATUM & PARK AVENUE NORTH PLAN PROFILE DRAWING NO:
R�`o\°� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 2820 PARK AVENUE NORTH
FSS��NALIF NOT ONE INCH
° \� APPROVED: SCALE ACCORDINGLY SHEEP: OF:
05/09/2016 N .. REVISION BY DATE APPR 7 20
R-383023 RUAB