HomeMy WebLinkAboutTED4003426.17CM
O
O_
I,
U
0
I
m
I
r
0
<t
U
0
Cn
i
O
ry
i
c�
z
w
z
0
co
Lli
0
i
Q
0
m
z
Q
i
0
0
i
D
(n
O
Ln
0
n
ry
S STA 100+77.18
BEGIN CEMENT CONC.
TRAFFIC CURB AND GUTTER
S STA 100+69.05
END CEMENT CONC.
TRAFFIC CURB AND GUTTER
SHATTUCK
- -- 2
H OU SER WAY S. R /W \
\
BEGINNING OF -
DEPRESSED CURB,
SECT.18 T.23N. R.5E. W.M.
S STA 101 +50.00
TRAFFIC CURB AND GUTTER \ \
BEGIN DEPRESSED CURB AND GUTTER \
S STA 101 +43.18_ 14.72' 1 T \
AND HEIGHT f
DEPRESSED CURB &GUTTER
TRANSITION 5, AS SHOWN IN DETAILS IN
6" CURB r � DWG RD02
FACE
OF CURB �
CURB TRANSITION DETAIL
N TS
u MIN
ROADWAY SECTION F
S SIA 101 +69.24, 10
�, S STA 100+80.97 \\ S STA 101 +30.27
BEGIN CEMENT CONC. BEGIN CEMENT CONC.
1 \ TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER
0C� 2 \ S STA 100+72.84\S STA 101`+21.36
END CEMENT CONC. END CEMENT CONC.
On TRAFFIC CURB AND GUTTER ;�AI TRAFFIC CURB AND GUTTER
y 16
PLAN
SCALE: 1 " = 20'
GENERAL NOTES:
1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN.
SEE DWG RD03
FOR ADDITIONAL
GRADING
INFORMATION
SHATTUCK AVE.
- - SHATTUCK
STA 18+54.68
S STA 100+00
DMJM HARRIS AECOM
10900 NE 8TH STREET, SURE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5800 FAX: (425) 454-0220
r0029998
VPI S STA 100+45.7
S. 4TH PL. R/W
102'+63.11, 20' LT
I A PAVEMENT
S STA 102+63.61, 10' LT&RT
J-/-V-END CEMENT CONC.
TRAFFIC CURB AND GUTTER
HATTUCK STA 21 +54.63
S STA 21 +47, 21 R
BEGIN CEMENT CONC LEGEND
TRAFFIC CURB +GUTTER
ANGLE POINTS
POINT
STREET
LOCATION
01
S LINE
STA 100+45.08,39.8' RT
O
S LINE
STA 100+51.51,38.9' RT
O
S LINE
STA 101 +55.20,33.5' RT
®
S LINE
STA 100+37.55,10.5' RT
ROADWAY
IfOADWAY
SECTION H JROADWAY
ROADWAY SECTION
I
SECTION G
CTION �G
_ROADWAY
--
SECTION J
ROADWAY
EXCAVATION INCL. HAUL_
= 336 CY
- - - - TO SHATTUCK
EXISTING BNSF
RR
60' VC
STA 22+33
OVERCROSSING
_
VPI S
STA = 101+65
�I
SEE DWG RD03
VPI
ELEV = 26.75
m
FOR ADDITIONAL
o
+ cal
GRADING
_+
0 N
N
O
N
INFORMATION
L _j
z
Q >
Q > VPI S STA
102+69.11 S. 4TH PL.
Q o
C J
I- w -- -
cn w ELEV 28.37
- _-_ - --
� � Ln
w
Z Q �
-w
U U
� I-
-1 nR% _
>
> 1.75%
=SHATTUCK STA. 19+00, 8.10 LT.
EL. 28.04
100+ 00
APPROVED FOR CONSTRUCTION
CITY OF RENTON
-EXISTING GROUND
101+00
PROFILE
SCALE: H: 1 " = 20'
V: 1 "= 5'
PROFILE GRADE
AND PIVOT POINT
VPI S STA 102+63.61
SHATTUCK STA. 21 +18,40, 10' LT
ELEV 28.48
102+00
SCALE; 1 p=201
DESIGNED:
Y.DARMAWAN
DRAWN:
Y.DARMAWAN
ONE INCH
CHECKED:
A.LASZLO AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR R.MEYER
MATCH EXISTING\
S STA 102+69.61
ELEV 28.20
S. 4TH PL. STA 39+89.66
- S STA 102+99.34
SHATTUCK STA 21 +52, 10' LT
103+00
VERTICAL- NAVD 1988
N: DRIZONTAL- NAD 1983/1991
elATI M
3
3
2
• CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA.-0167(044)
R=342617
END PROJECT
END CONSTRUCTION
SHATTUCK AVE 22+ 33
CEMENT CONC. SIDEWALK
PER CITY OF RENTON STD PLANS F005
(`(IKICTC?I I(`TI(lNl KI(IT�7_C•
OINSTALLATION OF MONUMENT CASE AND COVER (BY OTHERS).
14 SIDEWALK RAMP TYPE 2.
SEE RENTON STD. PLAN F011.
COORDINATE
INSTALLATION WITH CITY OF RENTON.
INSTALLATION WITH CITY OF RENTON.CEMENT
O2
CEMENT CONC. DRIVEWAY ENTRANCE TYPE C.
CONC. DRIVEWAY ENTRANCE TYPE C.SEE
SEE DETAIL DWG RD01.
DETAIL DWG RD01.SIDEWALK
3O
SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RD01.
RAMP TYPE 5 PER DETAIL ON DWG RD01.CONSTRUCT
CONSTRUCT FLOWLINE OF CURB AT CONSTANT
FLOWLINE OF CURB AT CONSTANTaSLOPE
OSLOPE
GIVEN FROM STA 15+11.99, ELEV. 25J1 TO
GIVEN FROM STA 15+11.99, ELEV. 25.71 TOSTA
STA 18+89.84, ELEV. 27.53.
18+89.84, ELEV. 27.53.oSEE
OGUTTERSEE
DWG RD02 FOR CEMENT CONC. CURB AND
DWG RD02 FOR CEMENT CONC. CURB AND
DETAILS.
DETAILS.BOLLARD
12
BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019.
TYPE1 PER RENTON STANDARD PLAN H019.D13
�z
�.
SEE DWG RD02 FOR DEPRESSED CURB DETAILS
SEE DWG RD02 FOR DEPRESSED CURB DETAILSAND
CURB TRANSITION DETAIL THIS SHEET.
AND CURB TRANSITION DETAIL THIS SHEET.
15 SEE DWG ST01 FOR SACRIFICIAL BEAM DETAIL
AND PLACEMENT LOCATIONS.
eCONTRACTOR TO CONTACT BNSF WHEN WORKING
WITHIN BNSF R.O.W.
CEMENT CONC. DRIVEWAY ENTRANCE TYPE B. ��
SEE DETAIL DWG RD01 FOR DETAILS.
18 ADJUST EXISTING MONUMENT CASE AND COVER.
19 SEE DWG ST02 FOR HEIGHT DETECTION WARNING
SYSTEM DETAIL AND PLACEMENT LOCATIONS.
24 SEE DWG RD03 FOR INTERSECTION DETAILS.
20 0 20 40
SCALE IN FEET
IMPROVEMENTS PROJECT FIELDBOOK:
PHASE 1 PAGE:
'HATTUCK AVE S STORMWATI17:\ i BYPASS DRAWING NO:
ROADWAY PLAN AND PROFILE RP03
STA 17+50 TO STA 22+33 SHEET:17 OF:48