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STA:"16th"-
STA: "16th"
10+89.17
10+74.93
8.00 LT
8.00 LT
FL=20.90
FL=20.85_ -
- - TC=21.23-
TC=21.18
R=3.00'
STA: 16th" STA: "16th
10+74.69 10+89.09
2.01 LT 0.86 LT
FL=20.91 FL=20.97
TC=21.24 TC=21.30
TA: "16th"
/
-S
10+97.17
STA: "16th" x
8.00 LT
11 +13.17
FL=20.95
i8.00 LT
- - - --TC=21.29-_- = i
-FL=21.08
TC=21.42
x
1 0
/
R=3.00'
1 1
11+00 R-2.00'
STA: "16th"
11+16.18 x
73.50'
1 0.00 2.0% `�
I
- - -
"16th" -
J FL=21.17
I
STA: - ,
TC=21.50
10+97.09
STA "16th"
I
\
0.22 LT
11+13.57
\
FL=21.03
3.02 RT
TC=21.36
FL=21.11
\
\
TC=21.45
h
' ASPH
I I 5.60 RT 1 0 STA: "R" = STA: "R" 50+60.60
FL=20.45 I 50+53.49 21.00 RT
I TC=20.79 I 1 18 02 RT Q
/ �w -0--BEGIN CURB AND GUTTER
s SDx FL=20.41 FL=20.32
STA: R 1 TC=20.74 o TC=20.33
50+46.79 R=10.00'
2.21 LT I I 1 MATCH EXISTING
FL=20.43 I 1 I "R" LINE o' - -
TC=20.77 I I ^ 1 PC STA: "R" 50+34.71 I Cn o
/ R=3.00' 1 °I 21.00 RT
/ I 4 FL=20.73 1/4 A STA: "R" 50+28.51
50+37.20 / R 2.00' 1 o � R° TC=21.23 22.25 RT
3.99 LT C STA: 'R LO Q FL=20.96 1/2 A STA: "16th" 11+82.39
FL-20.77 �50+37.82 N TC=21.46 22.38 LT
8.61 RT EL 3/4 T STA: "16th" 11+88.08
CURVE DATA
CURVE
LENGTH
RADIUS
DELTA
C1
119.38'
19°00'
360000'00"
C2
55.70'
35,00'
91011'02"
C3
54.24'
35,00'
88047'20"
C4
24.47'
16°00'
91013'14"
TC= 21.10 - - - -
-
FL=20.73
z
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o
/ FL- 21.14 19.00 LT
TC=21.071\
/ TC=21.64
I /
1POINT .19 PT STA: "16th" 11+94.33
50+34.71
----0.00
HIGH
18.00 LT
- - - -
- - - - ---
>_
0
BUILDING TC=21.69
FL=21.13
FL=20.82
I \
Q
TC=21.63
TC=21.15
'N/
�
- SDx SDx SDx
- - -
S x SDx
I V RIM EL.
(X.)=2I0.26
•co STA: "16th"12+00.00
I
RIM EL
(EX.)=
9.95
I
_ SPH 18.00 LT
R=2.00'
FL=21.07
FPO
r
-
I
IRS i \
m TC=21.57 ASPH
II I
sD
SDx
R STA: "16th"12+25 00 »
GRASS GRASS - - rDAcc / R� _
x STA: 16th 13+00.00 , - ` GRAVEL
- - - 2° ' STA: "16th"11+40.83_ 1 1 1 1 0 o - - �4� \18.00 LT STA: "16th"12+50.00 18.00 LT / RRG �2�` ®, \
- - 12.35 LT U) FL= 20.78 0
\`--- 20 ' \��-------- FL=21.45 / - STA; 16th 13+25.00 / ---_
18.00 LT FL-20.31 �
- TC=21.28-FL=20.70 STA: "16th"12+75.00- TC-20.81 18.00 LT
TC=21.70 Ei / 0 0 0 o TC=21.20 17.99 LT - FL-20.51 STA: "16th"13+50.00= 8 ° °
-_-_--------/s------� RIM EL. (EX.) 0.92 STA: "16th'11+67.64 I I - -TC=21.01 17.94 LT 20-----------o-
_____ _ __ ----- - ASPH + I cTrr ----- - - - - FL=20.55 ------ - - -
----------210-- ------ \-_���/------ T----
TI
SW 16TH ST.
N89°33'59"E 1156.60'
i
i
"16th" LINE
iI
STA: "R" - - - R=2.00' I jl
I I 50+55.37 i
10.02 LT \ ( FL=20.77 - - -19- - - - -
RIM EL.�EX. 21.12� - ---- - ----- -TC=21.05 ---- ------------------
/ / FL=21.87_-- -- b ----- Di cH --= iT�la=----TC=21.27 =�1 - -_
- H.P. TC=22.12 - ---- --- D CH- -- - - - - - - - - - - - - ------- DITCH
- - - - -
P ----- - - 1g --18 - --- ----- ------ - 19-20 ----- - - - - - - -- -- --
SDx - SDx �SD SDx SDx - - - 20 - - -
bum
L_ STA: "16th"11+34.16
__---------------------- STA: "16th" 13+61.51
- - - _ FL-21.0.0503 - � / / i' � � \ C4 STA: "16th"11+53.03 � - - _ � _
/ / \ 2.22 RT RIM EL.=20.31 _ - -17.90 LT
TC=21.78 0CENTER
27, - - - END CURB AND GUTTER - - - - - -
/ / ASPH \ CEN+o� =22.50 _ 100 LOWERED O.��PH , , �2� FL-20.82 ASPH
1 -STA: "16th" 11+72.00 - TC-�1.32
MATCH EXISTING
STA: "16tC11+40.70_ "I NORTH CURB TRANSITION - - - - - - - - - - - - - - -
16.67 RT \ \� / STA: 6th 11+66.85 FL=21.81 X
FL=21.34 \ y0 Cl / =RT -TC= 22.06 w o
FL21RIM EL. (EX.)=20.25
TC= 21. 59 _ / FL. 47 , ' C
r-------�� / TC=21.72 -----�
C2 � \ _ -
~ CONC WALK -
- ON w L _�� -__ / J 9 CON w LK STA: "16th" 12+28.01 - - - - - -� - - - - - - -
21- - - - STA: "16th" 10+78.25 - - - - ��' / - - - - -20.90 RT - _ _ _ - - -
--------- --- - END CURB AND GUTTER ---
21.04 RT- - - C3 - ---- - R ,-------- ---22 =- �\
BEGIN CURB AND GUTTER / P II - FL=20.89 -
- - - - - -22- - - - _P PT STA: 16th 12+08.13-TC= 21.30 - - - 23 - - - \ \ / 19
- - - \ FL-20.70= PC STA: "16th" 11+02.70 ,\ / V m - - _ _ - - - �- - -
- - - - - - - - - - - - - - - TC=21.19 21.12 RT / \ w / - _ -20.98 RT MATCH EXISTING - - - - � \ ` V /� ��a 10' UTILIT)
_----23---- - _ _ _ I / / / �- FL=21.10 BLA FOR
MATCH EXISTING FL=20.84 _ _ <
-_ -- __ _- � TC=21.34� I \ I I / / A=TC=21.60-------- --_------24- �
-------- -- -- - - -
RIM EL. (EX.)=20.36
10+W ASPH
o RIM EL. (EX.)=20.37
r _
1 /4 A S
II
\�
1/2
r 1PD I SDx( [�x I - - „ - - - �/ z 0' LANDS
TA: "16th" 11+16.30� I I I 3/4 ASTA: 16th' 11+94.71-- - -------------------- 0 I I I I BLA FOR'
23.89 RT\ I I �\ \ \ / I ASP 23.16 RT ASPH PARKING LOT I I I I
FL=20.95 \ Q BLA FOR VALLEY Of
� ! - - FL=21.09 - - - - - - - - - � I i I � 6' SIDEWALK EASEM
II TC=21.45 \ I J I i I i 0 // TC=21.59
A \ 0 I I I / I _ - 1 /2 A STA: "R" 49+69.92
STA: "R" 49+67.63
30' PUGET POWER EASEMENT PER
28.20 LT \
i
II 1
1 1
27.26 RT BLA FOR VALLEY OFFICE & INDUSTRIAL PARK (AFN.: 830505�
(
FL=20.76
11
L
/ /
2 59
ASPH PARKING LOT TC=21.26
I
I
/ /
TC=21.09
ASPH PARKING LOT 1
L -
-
I 1 4 A STA: "R" 49+58.25
"R„ 3/4 A STA: "R" 49+56.30
I �0 20.18 RT
z
STA: 20.12 LT I
49+60.87 I
\y
I I �
I IFL=20.32
I
I FL=20.14
[=�TC=20.64
J
D4
0.00 TC=20.82 I I
\ FL=20.50 / RIM ESL.=20.04 II
\ TC=20.83 - / LO �FED� 0.10' I
PT STA: "R" 49+42.56 I
° \ / 17.79 LT
\ � STA; "R" � / FL=20.14 1
STA: "RR=2.0 49+58.72 " '
\\ 49+57.421 R=2 00 I // TC=20. I P I \
3.52 RT
�6.16 LT I I FL=20.44 / STA: "R" 49+35.37
81 LT
FL=20.39 I TC=20.78 / TC=20.72-L \ END CURB AND GUTTER
I Dx
FL=20.15
TC=20.65
I � N I \ MATCH EXISTING
l CD Ip
Io Q-1 I \
STA: „R» STA: "R" 14II
�
I I
149+41.67 I 3.34RT1 1
I I
- J 4.18 LT 1 I FL=20.31 I N I
TC=20.603 i ITC=20.64
»
STA: "R"
49+33.71 I
4.13 LT I
STA: R I
149+33.801
13.91. RT I
IFL=20.381
FL=20.37 I R
2.00' ITC=20.71
TC=20.70 I R=2
L -
00'
I
I
STA:"R"
STA. "R"
49+21.72 L -
49+21.89
-
4.18 LT
STA: "R" 4.97 RT
FL=20.45
49+19.71 FL=20.46
TC=20.78
0.00 TC=20.79
FL=20.53
TC=20.86 I DJ
HIGH POINT I
Y
6 I
CD / N / <
� I ° 0 STA: "16th"11+54.60
I I ° I 0 21.15 RT
m I RIM �X.)=20.03 FL=21.27
N N L.P. TC=21.52
mPl
1 1 PC STA: "R" 49+44.93
17.83 RT
I , I FL=20.15
II I TC=20.65
= III STA: "R" 49+22.71
EL_ I I 17.91 RT
Q I II BEGIN CURB AND GUTTER
FL=20.37
TC=20.87
(', IMATCH EXISTING
NOTES:
1. SEE CURB RAMP DETAILS FOR RAMP GRADING.
2. ACP FINISH GRADE SHALL MATCH THE GRADING OF EXISTING PAVEMENT IN THE WORK AREA UNLESS OTHERWISE NOTED. FOR DETAILS ON PAVING SEE SHEET C5.2.1.
3. CURVED SECTIONS OF CURB AND GUTTER ON SPUTTER ISLANDS SHALL HAVE A RADIUS OF 2' UNLESS OTHERWISE NOTED.
N0.
REVISION
SURVEYED:
WHP/NV5
DESIGNED:
MTM
DRAWN:
GMP
CHECKED:
MTM
BY DATE APPR APPROVED:
SCALE:
VARIES
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STA: "16th"-
11+92.61
1.04 LT
FL=21.55
TC=21.89
_STA: "16th"
11+90.02 1
0.00
FL=21.45
TC=21.78
I
STA; 16th -
11+94.13
9.50 RT
FL=21.38
TC=21.71
STA: "16th" STA: "16th - ,STA: "16th"
12+09.04 12+16.98 12+28.94
1.10 RT 0.91 RT 0.43 RT
FL=21.42 FL=21.36 FL=21.27 \
- - TC=21.75 TC=21.70 TC=21.60 \
R= 75.00'
R=2.00'
R=2.00' I
i
R=3.00' R=2.00'
R-89.25' /
_STA: "16th" - - - - - -STA: "16th"- - - -STA: "16th"
- - 12+09.02 12+17.02 12+29.02
8.87 RT 8.85 RT 8.83 RT
FL=21.30 - - - - - --FL=21.24, FL=21.13
-TC=21.64 TC=21.58 -1 TC=21.46
'WHPaci ic
AN NY5 COMPANY
19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DAT U M
��O WAS
0�
DIGITA ED BY
JUA AR UEZ
2022.0 . 8 : 5-07'00'
41691
STER���1��w
sSIONAT, E�
R-42281 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION
Michael Sippo 11/04/2022 ' CBarnes 11/09/2022
• CITY OF SWA2 AMAZON
110 RENTON CITY OF RENTON
ROUNDABOUT - SW 16TH ST/RAYMOND AVE SW
Planning/Building/Public Works Dept. ROUNDABOUT GRADING PLAN
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DATE:
5
9-27-2022
Q
FIELDBOOK:
PAGE:
DRAWING NO:
C5.0.1
C�
v'
SHEET: OF:
10 36