HomeMy WebLinkAboutR-39781310+00
BEGIN PROJECT=
BEGIN CONSTRUCTION=
STA"A"10+00
a
M
0
z
SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M.
GENERAL NOTES
1. SEE CITY OF RENTON STD. PLAN H032.1 FOR PAVEMENT
SECTION OF STORM DRAIN TRENCH PAVING.
2. SEE ROADWAY SECTIONS FOR PAVEMENT SECTION DEPTHS.
I ,Z) I I
MATCH
EXISTING
LEGEND
MATCH
______ I _ ____ _ _ o EXISTING
-- r 1 � + NEW HMA PAVEMENT
-----.
LOW POINT @ PROP CB
SEE SHEET A FOR I LOW POINT ® PROP CB I I I STA B" 51+14.17
CURB RETURNN GRADING STA B" 51+35.41 I FACEI EL 23.50
I EL 23.75 � I GUTTERR 14.93' LT I SEE SHEET PV-1A FOR
CURB RETURN GRADING
15.46' RT I I h° I PC EL 23.50
PC EL 24.07 x�ti IT EL 24.31
I I I I
- - ELEVATION WORKING POINTS
CONSTRUCTION "A" LINE LOW POINT ® PROP CB SEE SHEET PV-1A FOR MATCH S S ST �-
--�
CURB RETURN GRADING
ELA2A" 111+85 EXISTING �n� Spgq+� F�Spgq+� F ? ' B` MATCH WORKING POINT AT
11+00 34.25' RT 12+00 3.78 TTH STREET 1 00 �Sp6T �xj0 �S/RT �x3s I RTp x9js EXISTING FACE OF GUTTER
-�- - - -�- -I ��-
m w <n m w to m w to m w to m w to m w cn m w cn m w cn
rpm ND r�� r-�� r�� r-��
NNNn NND NND NND NND SEE SHEET PV-1A FOR
n a wcny wcnn v y wci �cny jcnn Asq , O Tq 0 O
No 0 o w oo ro o F' CURB RETURN GRADING CURB AND GUTTER
Co,� w� � rn�� o� rn� F O
�� �N �N �N �N ?A 'PT .Tx `2 S>x �- -
o n+i c+n o n+i c+n 9B pS6, �Sy MATCH 9�S t �Q Q-titi QP
o cn o cn o cn o cn 9 B o� �� �`� CO �O
_ _
� + icy °`�/ WORKING POINT
EXISTING FACE OF GUTTER `�� S / AT FACE OF CURB
p Tq / (PT) MATCH
F� Op e1S FACE OF GUTTER i� I EXISTING
- Y2 PT EL 24.72 16' - - ROW - - PC EL 24.13
Y4 PT EL 24.82 _41
PT EL 24.96 25.62 LOW POINT ® PROP CB
1
STA A" 13+15.95 � I / LOW POINT TRAFFIC CURB
Yz PT EL 25.55 26.08 N c 25.53 EL 23.94 �� I I ® PROP CB
`48.83' RT STA A" 13+91.96
`
PT EL 25.41 LOW POINT ® PROP CB I ROW J EL 24.09
38.30' RT
Yz PT EL 25.47 25.49 2510 STA B" 52+33.30 I (PC) MATCH
25.00 EL 24.04 PT EL 24.07 EXISTING
PT EL 25.35 29.75' RT
r o I MATCH
PT EL 25.90 N \� STA B" 52+50 `\ EXISTING
EXIST CB EL 24.16 \
24.91' RT
STA A" 11+94.90 PC EL 24.42
RIM EL 25.02 Y4 PT EL 24.50
MATCH EXISTING 86.88' RT STA B" 52+75
EL 24.37 \
21.32' RT +
C TRUCTION "B" LINE
X22 PT EL 24.63 \\
MATCH
EXISTING
Y4 PT EL 24.69 \\
MATCH \
EXISTING KEYP LAN
(PT) MATCH EXISTING
\ 20 0 20 40
s
PLAN scale feet
Approved For BID
FEDAID: FA# CM-1292(002)
in TO 8-1-102(034)-1 �) BergerABAM
CALL 48 HOURS /
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
N Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M.
Robert M. Hanson P.E. Date
RECORD DRAWING
e,„mRL
SEAS SHOWN
ro e6°aisw,
0P10Ni
DATUM
°� CITY OF
�$ �NTON
Public Works Department
Approved For Construction
RoheH M_ Hanson PF_ ❑nte
S 7TH ST. AND SHATTUCK AVE S
PAVING PLAN
8/23/16
�a�aw.
Informarwn shown on this record drawing
dmdbes as -designed components and/or
a onst_tm components. Intonation
mgardi,q s- swated wmp ent w
prodded by others and was not verified.
w ". JCR
s--..,.LY
PV-1
°l 9
- 11
ea ". RL
NO.
REVISION
BY
DATE
APPR
= ROVEsar