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3 STA 14+
BEGIN CEMENT GONG.
BEGIN CEMENT CONC.
CURB AND GUTTER
o_
M DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
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SECT.18 T.23N, R.5E. W.M.
BEGIN CHAIN LINK FENCE TYPE 6 6
SHATTUCK STA 14 +44.18, 30' LT
/END CHAIN L NK FENCE TYPE 6 6
O O
ST
ry
4 i SHATTUCK A 15 +08.00, 17' LT 7 j _
C7 I Cl)
22' 5 30' 30'
f
W N r-- - - - - -- - — - . � � — -- - -- {- -- CONIC.
I _ EB
6 =_
W n
O ASPHALT SWALE 17 � { LL
LO L — ----- of - SHATTUCK AVE. R/W 17' O
14 +00 15 +00 ZSHTUCK 16 +00 SHATTUCK 17 +00 +
V) T7.6' — - - - -- - - - -- -.___ +- -...._ _ -- - STA 75 +47 42 -1T LT 2 - 2 TA 1IUCK 16 1T LT -- SHATTUCK r- i
Q
SHAT AVE. R i R2 (COMMERCIAL DRIVE) (COMMERCIAL DRIVE STA 16 +76.62, 1T LT 2 17 3
-- -- --- _
j PROPOSEDB - -__ _t -�� -__ - -_ - -- __ _ ��/�
\\ `lA _ _ _ _ _ Ly vC CONC. s� C IFV v 1
(CO
PAVING LIMIT FE _ _
W - - - -- - -- - ( ' 1\ SHATTUCK TA, 1' 5"+" 0,
117.54' RT ox - — -_I�__ __.- — W
- - �
Z Z
E D CEMENT CONC. AFF C CURB J
o AND GUTTER
U _
MATCH EXISTING CURB H
SHATTUCK I, Q
STA 15 +07.92, 17.86' T 8 LEGEND
CONC. SIDEWALK PER CITY OF
S. 6TH 8 RENTON STD PLANS F005
SHATTUCK STA 14F10.72, 17.65' RT j (�
BEGIN CEMENT CONC. TRAFFIC CURB S. 6TH STA 60 +35.78 STA 60 +25.06, 18.44' LjT
AND GUTTER ( BEGIN HMA OVERLAY S 11
MATCH EXISTING C RB ( S. 6TH . 6TH STA 60 +31.04 8.44' LT
BEGIN CEMENT CONC. TRAFFIC CURB CONSTRUCTION NOTES:
AND 8 S. 6TH STA 60t26.16, 17.28' RT 8 MATCHUEXESTING CURB 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C.
STA 60 +25.20, 18.00' RT O SEE DETAIL DWG RDO1.
PLAN SIDEWALK RAMP TYPE 5 PER DETAIL ON
GENERAL NOTES: O DWG RDO1.
S. 6TH STA 60 +31_20, 17.18' RT n CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
C) END CEMENT CONC. TRAFFIC CURB AND 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN. O O4 SEE DETAIL ',DWG RD01.
0- GUTTER AND SIDEWALK D-
MATCH EXISTING CURB 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14 +82.30. D' CONSTRUCT FLOWLINE OF CURB AT CONSTANT
(D U O SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71
ROADWAY SECTION G ROADWAY SECTION D ROADWAY SECTION E TO STA 18 +89.84, ELEV. 27.53.
p
p O SEE CITY OF RENTON STD. PLAN L002
W W ROADWAY EXCAVATION INCL. HAUL - 241 CY FOR FENCE DETAILS.
UWj 35 35 Ld O TYPE 2A SIDEWALK RAMP PER RENTON
SHATTUCK STA 14 +02, 19' LT STD. PLAN DWG. F011.
END ASPHALT SWALE EXISTING GROUND I SO TYPE 3A SIDEWALK RAMP PER RENTON
O ELEV - 25.26' O STD. PLAN F012.
1.7 30 SWALE GRADE LINE _ 30 L0
M + O9 NOT USED.
---- - - - - -- ----------- ------- - - - - --
-- ---- --- - - - - -- 10 CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
- __------ - - - - -- SEE DETAIL DWG RDO1.
1- 0.42% SWALE SLOPE 25 ~
N
W n Ln rn W
Z : ::N ::: .. :. : N.: :.: : N::: : ::: :. N : Z
J 14 +00 15 +00 16 +00 17 +00 = D=342616
U
Q
PROFILE Q
SCALE: H: 1" = 20' 20 0 20 40
SCALE IN FEET
APPROVED FOR CONSTRUCTION
CITY OF RENTON
/O v
DATE
G� - �RRG� NA" IMPROVEMENTS PROJECT
DEGIGNED: 1 � =20 NORIZONfA1L NAD 1983/1991 19�
Y.JIANG A ,} CITY OF PHASE 1
OWN: Y.JIANG � RENTON SHATTUCK AVE S' STORMWATER BYPASS NCH `DATUM
CHECKED: I N1 1 Public Works Dept. ROADWAY PLAN AND PROFILE
A.LASZLO AT IF NOT ONE INCH STA 13 +'S0 TO STA 17 +50
PPPROVED: SG ACCORDINGLY FED AID NO.: ARRA- 0167(044)
NO. REVISION BY DATE APPR R.MEYER
FlMD900K:
PAGE:
DRAWING N0:
RP02
R1 CURVE DATA
HORIZONTAL
VERTICAL
PC -
14 +55.65
FLOWLINE
17.65' RT
ELEVATIONS:
A =
89'53'58"
BEGIN 25.08'
R =
9.5'
/4A 25.06'
L =
14.94'
/2A 25.04'
T =
9.48'
3/4A 25.02'
PT -
14 +65.15
END 25.00'
27.17' RT
o_
M DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
c
SECT.18 T.23N, R.5E. W.M.
BEGIN CHAIN LINK FENCE TYPE 6 6
SHATTUCK STA 14 +44.18, 30' LT
/END CHAIN L NK FENCE TYPE 6 6
O O
ST
ry
4 i SHATTUCK A 15 +08.00, 17' LT 7 j _
C7 I Cl)
22' 5 30' 30'
f
W N r-- - - - - -- - — - . � � — -- - -- {- -- CONIC.
I _ EB
6 =_
W n
O ASPHALT SWALE 17 � { LL
LO L — ----- of - SHATTUCK AVE. R/W 17' O
14 +00 15 +00 ZSHTUCK 16 +00 SHATTUCK 17 +00 +
V) T7.6' — - - - -- - - - -- -.___ +- -...._ _ -- - STA 75 +47 42 -1T LT 2 - 2 TA 1IUCK 16 1T LT -- SHATTUCK r- i
Q
SHAT AVE. R i R2 (COMMERCIAL DRIVE) (COMMERCIAL DRIVE STA 16 +76.62, 1T LT 2 17 3
-- -- --- _
j PROPOSEDB - -__ _t -�� -__ - -_ - -- __ _ ��/�
\\ `lA _ _ _ _ _ Ly vC CONC. s� C IFV v 1
(CO
PAVING LIMIT FE _ _
W - - - -- - -- - ( ' 1\ SHATTUCK TA, 1' 5"+" 0,
117.54' RT ox - — -_I�__ __.- — W
- - �
Z Z
E D CEMENT CONC. AFF C CURB J
o AND GUTTER
U _
MATCH EXISTING CURB H
SHATTUCK I, Q
STA 15 +07.92, 17.86' T 8 LEGEND
CONC. SIDEWALK PER CITY OF
S. 6TH 8 RENTON STD PLANS F005
SHATTUCK STA 14F10.72, 17.65' RT j (�
BEGIN CEMENT CONC. TRAFFIC CURB S. 6TH STA 60 +35.78 STA 60 +25.06, 18.44' LjT
AND GUTTER ( BEGIN HMA OVERLAY S 11
MATCH EXISTING C RB ( S. 6TH . 6TH STA 60 +31.04 8.44' LT
BEGIN CEMENT CONC. TRAFFIC CURB CONSTRUCTION NOTES:
AND 8 S. 6TH STA 60t26.16, 17.28' RT 8 MATCHUEXESTING CURB 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C.
STA 60 +25.20, 18.00' RT O SEE DETAIL DWG RDO1.
PLAN SIDEWALK RAMP TYPE 5 PER DETAIL ON
GENERAL NOTES: O DWG RDO1.
S. 6TH STA 60 +31_20, 17.18' RT n CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
C) END CEMENT CONC. TRAFFIC CURB AND 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN. O O4 SEE DETAIL ',DWG RD01.
0- GUTTER AND SIDEWALK D-
MATCH EXISTING CURB 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14 +82.30. D' CONSTRUCT FLOWLINE OF CURB AT CONSTANT
(D U O SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71
ROADWAY SECTION G ROADWAY SECTION D ROADWAY SECTION E TO STA 18 +89.84, ELEV. 27.53.
p
p O SEE CITY OF RENTON STD. PLAN L002
W W ROADWAY EXCAVATION INCL. HAUL - 241 CY FOR FENCE DETAILS.
UWj 35 35 Ld O TYPE 2A SIDEWALK RAMP PER RENTON
SHATTUCK STA 14 +02, 19' LT STD. PLAN DWG. F011.
END ASPHALT SWALE EXISTING GROUND I SO TYPE 3A SIDEWALK RAMP PER RENTON
O ELEV - 25.26' O STD. PLAN F012.
1.7 30 SWALE GRADE LINE _ 30 L0
M + O9 NOT USED.
---- - - - - -- ----------- ------- - - - - --
-- ---- --- - - - - -- 10 CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
- __------ - - - - -- SEE DETAIL DWG RDO1.
1- 0.42% SWALE SLOPE 25 ~
N
W n Ln rn W
Z : ::N ::: .. :. : N.: :.: : N::: : ::: :. N : Z
J 14 +00 15 +00 16 +00 17 +00 = D=342616
U
Q
PROFILE Q
SCALE: H: 1" = 20' 20 0 20 40
SCALE IN FEET
APPROVED FOR CONSTRUCTION
CITY OF RENTON
/O v
DATE
G� - �RRG� NA" IMPROVEMENTS PROJECT
DEGIGNED: 1 � =20 NORIZONfA1L NAD 1983/1991 19�
Y.JIANG A ,} CITY OF PHASE 1
OWN: Y.JIANG � RENTON SHATTUCK AVE S' STORMWATER BYPASS NCH `DATUM
CHECKED: I N1 1 Public Works Dept. ROADWAY PLAN AND PROFILE
A.LASZLO AT IF NOT ONE INCH STA 13 +'S0 TO STA 17 +50
PPPROVED: SG ACCORDINGLY FED AID NO.: ARRA- 0167(044)
NO. REVISION BY DATE APPR R.MEYER
FlMD900K:
PAGE:
DRAWING N0:
RP02
R2 CURVE DATA
HORIZONTAL
VERTICAL
PC -
15 +00.48
FLOWLINE
28.14' RT
ELEVATIONS:
A =
90 °35'18"
BEGIN 25.13'
R =
10.5'
%4A 25.18'
L =
16.60'
%2A 25.20'
T =
10.61'
3/4A 25.13'
PT-
15 +10.98
END 25.03'
17.53' RT
o_
M DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
c
SECT.18 T.23N, R.5E. W.M.
BEGIN CHAIN LINK FENCE TYPE 6 6
SHATTUCK STA 14 +44.18, 30' LT
/END CHAIN L NK FENCE TYPE 6 6
O O
ST
ry
4 i SHATTUCK A 15 +08.00, 17' LT 7 j _
C7 I Cl)
22' 5 30' 30'
f
W N r-- - - - - -- - — - . � � — -- - -- {- -- CONIC.
I _ EB
6 =_
W n
O ASPHALT SWALE 17 � { LL
LO L — ----- of - SHATTUCK AVE. R/W 17' O
14 +00 15 +00 ZSHTUCK 16 +00 SHATTUCK 17 +00 +
V) T7.6' — - - - -- - - - -- -.___ +- -...._ _ -- - STA 75 +47 42 -1T LT 2 - 2 TA 1IUCK 16 1T LT -- SHATTUCK r- i
Q
SHAT AVE. R i R2 (COMMERCIAL DRIVE) (COMMERCIAL DRIVE STA 16 +76.62, 1T LT 2 17 3
-- -- --- _
j PROPOSEDB - -__ _t -�� -__ - -_ - -- __ _ ��/�
\\ `lA _ _ _ _ _ Ly vC CONC. s� C IFV v 1
(CO
PAVING LIMIT FE _ _
W - - - -- - -- - ( ' 1\ SHATTUCK TA, 1' 5"+" 0,
117.54' RT ox - — -_I�__ __.- — W
- - �
Z Z
E D CEMENT CONC. AFF C CURB J
o AND GUTTER
U _
MATCH EXISTING CURB H
SHATTUCK I, Q
STA 15 +07.92, 17.86' T 8 LEGEND
CONC. SIDEWALK PER CITY OF
S. 6TH 8 RENTON STD PLANS F005
SHATTUCK STA 14F10.72, 17.65' RT j (�
BEGIN CEMENT CONC. TRAFFIC CURB S. 6TH STA 60 +35.78 STA 60 +25.06, 18.44' LjT
AND GUTTER ( BEGIN HMA OVERLAY S 11
MATCH EXISTING C RB ( S. 6TH . 6TH STA 60 +31.04 8.44' LT
BEGIN CEMENT CONC. TRAFFIC CURB CONSTRUCTION NOTES:
AND 8 S. 6TH STA 60t26.16, 17.28' RT 8 MATCHUEXESTING CURB 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C.
STA 60 +25.20, 18.00' RT O SEE DETAIL DWG RDO1.
PLAN SIDEWALK RAMP TYPE 5 PER DETAIL ON
GENERAL NOTES: O DWG RDO1.
S. 6TH STA 60 +31_20, 17.18' RT n CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
C) END CEMENT CONC. TRAFFIC CURB AND 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN. O O4 SEE DETAIL ',DWG RD01.
0- GUTTER AND SIDEWALK D-
MATCH EXISTING CURB 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14 +82.30. D' CONSTRUCT FLOWLINE OF CURB AT CONSTANT
(D U O SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71
ROADWAY SECTION G ROADWAY SECTION D ROADWAY SECTION E TO STA 18 +89.84, ELEV. 27.53.
p
p O SEE CITY OF RENTON STD. PLAN L002
W W ROADWAY EXCAVATION INCL. HAUL - 241 CY FOR FENCE DETAILS.
UWj 35 35 Ld O TYPE 2A SIDEWALK RAMP PER RENTON
SHATTUCK STA 14 +02, 19' LT STD. PLAN DWG. F011.
END ASPHALT SWALE EXISTING GROUND I SO TYPE 3A SIDEWALK RAMP PER RENTON
O ELEV - 25.26' O STD. PLAN F012.
1.7 30 SWALE GRADE LINE _ 30 L0
M + O9 NOT USED.
---- - - - - -- ----------- ------- - - - - --
-- ---- --- - - - - -- 10 CEMENT CONC. DRIVEWAY ENTRANCE TYPE A.
- __------ - - - - -- SEE DETAIL DWG RDO1.
1- 0.42% SWALE SLOPE 25 ~
N
W n Ln rn W
Z : ::N ::: .. :. : N.: :.: : N::: : ::: :. N : Z
J 14 +00 15 +00 16 +00 17 +00 = D=342616
U
Q
PROFILE Q
SCALE: H: 1" = 20' 20 0 20 40
SCALE IN FEET
APPROVED FOR CONSTRUCTION
CITY OF RENTON
/O v
DATE
G� - �RRG� NA" IMPROVEMENTS PROJECT
DEGIGNED: 1 � =20 NORIZONfA1L NAD 1983/1991 19�
Y.JIANG A ,} CITY OF PHASE 1
OWN: Y.JIANG � RENTON SHATTUCK AVE S' STORMWATER BYPASS NCH `DATUM
CHECKED: I N1 1 Public Works Dept. ROADWAY PLAN AND PROFILE
A.LASZLO AT IF NOT ONE INCH STA 13 +'S0 TO STA 17 +50
PPPROVED: SG ACCORDINGLY FED AID NO.: ARRA- 0167(044)
NO. REVISION BY DATE APPR R.MEYER
FlMD900K:
PAGE:
DRAWING N0:
RP02