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CURB AND GU
END CEMENT CONC.
Fj TRAFFIC CURB AND GUTTER
ATTUCK 2
4, 17 +74.58, 17' LT
DMMERCIAL DRIVE) S S A 100 +44.20 1
28.6' BEGIN CEMENT C
11 ONC
TRAFFC CURB AND
SECT.18 T.23N. R.5E. W.M.
1
TRAFFIC CURB AND GUTTER \
BEGIN DEPRESSED CURB AND GUTTER \ A(
S STA 101 +43.18 14.72' LT \
BEGIN HMA PAVEMENT \\
S STA 101 +19.96 \
BEGIN CEMENT CONC. \
\5EN-D CURB AND GUTTER
101 +12.06 E MENT CONC. C CURB AND GUTTER \
- ; -
11 S LINE ��, 4
18 +00 1111 °
----- - -- - - -- --
4
e
/nSHATTUCK ST/I 18 +87.86
15)- \ \ --'� (19
• •• i
I IN 1111
'RESSED CURB " \
TTER \
S STA 102 +10.00 \
\BEGIN DEPRESSED CURB 13 \
D GUTTER \
S STA 102 +40.00 Nc END DEPRESSED CURB 1 13 `/
AND GUTTER I 1
PTONL a A 1-' \\ 0
W/4 C
slNC ,BOO
ONE LAN, D, \ -1
ROAD ;.HEAD
° S. 4TH PL. R/W CL
Z
END HMA�AVEMENT
t1� \
\ S STA 102 +63.61, 10' LT &RT 24
END CEMENT CONC. Ir✓
�j I \\TRAFFIC CURB AND GUTTER
1L@ \ CA
� SHATTUCK STA 21 +54.63 1
C
\� < 3' WAL -KWAY
3
�/ �JII�IIVVr� .�In wr .�vi vCi li 18
- -
V "r C F rN = r +9.�S A 0
17
\ BEGIN CEMENT CONC. BLUIN CkMo,.l CUNC.
J 11 S STA I 100 +47.19 10' RT `\ 1 TRAFFIC 0'1% AKID GUTTER TRAFFIC �URB AND GUTTER
Q 24 BEGIN CEMENT CONC. �t ( \ 2 S STA 101421X36
Q TRAFFIC CURB AND GUTTER \� -7 \1 END
G \ STA CEMENT CONC. Vj END CEMENT CONC.
M \ U) (�\\\ TRAFFIC CURB AND GUTTER "n TRAFFIC CURB AID GUTTER
HOUSER WAY S. R/W L 16 -)3 \�
S STA 100 +59.26, 1
35 20' RT 2 2 R
SHATTUCK AVE.
I -
22 +00
SHATTUCK AVE. R/W
�\ I
END PROJECT
END CONSTRUCTION
SHATTUCK AVE 22 +33
CEMENT CONC. SIDEWALK
PER CITY OF RENTON STD PLANS F005
CON I RUCTION NOTES:
OINSTTALLATION OF MONUMENT CASE AND COVER (BY OTHERS).
COORDINATE INSTALLATION WITH CITY OF RENTON.
BEGINNING OF No ��a r.I "�° \ A CE ENT CONC. DRIVEWAY ENTRANCE TYPE C.
DEPRESSED CUR 16 \ \` SE I DETAIL DWG RD01.
AND HEIGHT DEPRESSED CURB &GUTTER -� 3O SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RDO1.
TRANSITION AS SHOWN IN DETAILS IN
6" CURB 5 DWG RD02 PLAN CONSTRUCT FLOWLINE OF CURB AT CONSTANT
FACE SCALE: 1" = 20' O5 SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71 TO
OF CUR GENERAL NOTES: STA 18 +89.84, ELEV. 27.53.
N CURB TRANSITION DETAIL 11 SEE DWG RD02 FOR CEMENT CONC. CURB AND
p GUTTER DETAILS.
W NTS 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN.
0-' 12 BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019.
0 ROADWAY SECTION F ROADWAY ROADWAY SECTION .H ROADWAY ROADWAY SECTION I ROADWAY
SECTION G CTION SECTION J 13 SEE DWG RD02 FOR DEPRESSED CURB DETAILS
p ._ ROADWAY EXCAVATION INCL. -HAUL - 336 CY _ TO SHATTUCK O AND CURB TRANSITION DETAIL THIS SHEET.
EXISTING BNSF 'RR 60' :VC STA 22 +33
W SEE DWG RD03
W OVERCROSSING ND VPI S STA = 101 +65 SIDEWALK RAMP TYPE 2.
SEE DWG RD03 + a VPI ELEV := 26.75. + 0) FOR ADDITIONAL 14 SEE RENTON STD. PLAN F011.
FOR ADDITIONAL r FOR
35 w ° N ° N INFORMATION 35
SEE DWG ST01 FOR SACRIFICIAL BEAM DETAIL
GRADING
INFORMATION a > a > VPI S STA 102 +69.11 S. 4TH PL. 15 AND PLACEMENT LOCATIONS.
+ SHATTUCK AVE z a� LEV 28.37 16 CONTRACTOR
R TO O.W. CONTACT BNSF WHEN WORKING
(� 30 �v �> n~> 3
0%
-1.08% > > _1.75 % - - CEMENT CONC. DRIVEWAY ENTRANCE TYPE B.
IQ- --- 17
� SHATTUCK
7;M;ATCH EXISTING SEE DETAIL DWG RD01 FOR DETAILS.
STA 18 +54.68 PROFILE GRADE STA 102 +69.61 O
25 - S STA 100 +00 AND PIVOT POINT 25
18 ADJUST EXISTING MONUMENT CASE AND COVER.
W EXISTING GROUND ELEV 28:20
Z VPI S STA 100 +45.7 VPI S STA 102 +63.61
SHATTUCK STA, 19 +OQ 8.10 LT. S. 4TH PL. STA 39 +89.66 19 SEE DWG ST02 FOR HEIGHT DETECTION WARNING
J SHATTUCK STA. 21 +18.40, 10 LT = S STA 1024-99.34 SYSTEM DETAIL AND PLACEMENT LOCATIONS.
EL. 28.04 ELEV 28.48 = SHATTUCK STA 21+52 10' LT
100 +00 101 +00 102 +00 103 +00 24 SEE DWG RD03 FOR INTERSECTION DETAILS.
PROFILE zo 0 20 40
SCALE: H: 1 "= 20' D=34261 7 Immmmm
V: 1 " =5' SCALE IN FEET
I DAM
:2 1 rcvc o kon lot j
a
�4�oF'wAS£yrFp APPROVED FOR CONSTRUCTION s "" 1 " =20' HAW 19M IMPROVEMENTS PROJECT
DESIGNED: HORIZOMAL IM 1953 1991 FlE(DWOK:
DMJM HARRIS AECOM �� Y.DARMAWAN ' �. } CITY OF PHASE 1 PAGE:
a� - DMWN: .0 SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
10900 NE 8TH STREET, SUITE 750 S� Y.DARMAWAN DATUM RENTON
o BELLEVUE, WASHINGTON 98004 A 1 002999a p ssss�h ONE INOH ROADWAY PLAN AND PROFILE RP03
9 +P W CHECKED:
an rs'eea® 0�' CITY OF R NTON DATE Al Pu�� Public Works Dept.
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 E8310NALGl A.LASZLO IF NOT ONE INCH STA 17 +50 TO STA 22 +33
PPPROVIDO $C ACCORDINGLY FED AID NO.: ARRA- 0167(044) SHE£F:17 OF: 48
NO. REVISION BY DATE APPR R.MEYER
ANGLE POINTS
POINT
STREET
LOCATION
O1
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
ISTA
100 +37.55,10.5'
RT
END PROJECT
END CONSTRUCTION
SHATTUCK AVE 22 +33
CEMENT CONC. SIDEWALK
PER CITY OF RENTON STD PLANS F005
CON I RUCTION NOTES:
OINSTTALLATION OF MONUMENT CASE AND COVER (BY OTHERS).
COORDINATE INSTALLATION WITH CITY OF RENTON.
BEGINNING OF No ��a r.I "�° \ A CE ENT CONC. DRIVEWAY ENTRANCE TYPE C.
DEPRESSED CUR 16 \ \` SE I DETAIL DWG RD01.
AND HEIGHT DEPRESSED CURB &GUTTER -� 3O SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RDO1.
TRANSITION AS SHOWN IN DETAILS IN
6" CURB 5 DWG RD02 PLAN CONSTRUCT FLOWLINE OF CURB AT CONSTANT
FACE SCALE: 1" = 20' O5 SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71 TO
OF CUR GENERAL NOTES: STA 18 +89.84, ELEV. 27.53.
N CURB TRANSITION DETAIL 11 SEE DWG RD02 FOR CEMENT CONC. CURB AND
p GUTTER DETAILS.
W NTS 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN.
0-' 12 BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019.
0 ROADWAY SECTION F ROADWAY ROADWAY SECTION .H ROADWAY ROADWAY SECTION I ROADWAY
SECTION G CTION SECTION J 13 SEE DWG RD02 FOR DEPRESSED CURB DETAILS
p ._ ROADWAY EXCAVATION INCL. -HAUL - 336 CY _ TO SHATTUCK O AND CURB TRANSITION DETAIL THIS SHEET.
EXISTING BNSF 'RR 60' :VC STA 22 +33
W SEE DWG RD03
W OVERCROSSING ND VPI S STA = 101 +65 SIDEWALK RAMP TYPE 2.
SEE DWG RD03 + a VPI ELEV := 26.75. + 0) FOR ADDITIONAL 14 SEE RENTON STD. PLAN F011.
FOR ADDITIONAL r FOR
35 w ° N ° N INFORMATION 35
SEE DWG ST01 FOR SACRIFICIAL BEAM DETAIL
GRADING
INFORMATION a > a > VPI S STA 102 +69.11 S. 4TH PL. 15 AND PLACEMENT LOCATIONS.
+ SHATTUCK AVE z a� LEV 28.37 16 CONTRACTOR
R TO O.W. CONTACT BNSF WHEN WORKING
(� 30 �v �> n~> 3
0%
-1.08% > > _1.75 % - - CEMENT CONC. DRIVEWAY ENTRANCE TYPE B.
IQ- --- 17
� SHATTUCK
7;M;ATCH EXISTING SEE DETAIL DWG RD01 FOR DETAILS.
STA 18 +54.68 PROFILE GRADE STA 102 +69.61 O
25 - S STA 100 +00 AND PIVOT POINT 25
18 ADJUST EXISTING MONUMENT CASE AND COVER.
W EXISTING GROUND ELEV 28:20
Z VPI S STA 100 +45.7 VPI S STA 102 +63.61
SHATTUCK STA, 19 +OQ 8.10 LT. S. 4TH PL. STA 39 +89.66 19 SEE DWG ST02 FOR HEIGHT DETECTION WARNING
J SHATTUCK STA. 21 +18.40, 10 LT = S STA 1024-99.34 SYSTEM DETAIL AND PLACEMENT LOCATIONS.
EL. 28.04 ELEV 28.48 = SHATTUCK STA 21+52 10' LT
100 +00 101 +00 102 +00 103 +00 24 SEE DWG RD03 FOR INTERSECTION DETAILS.
PROFILE zo 0 20 40
SCALE: H: 1 "= 20' D=34261 7 Immmmm
V: 1 " =5' SCALE IN FEET
I DAM
:2 1 rcvc o kon lot j
a
�4�oF'wAS£yrFp APPROVED FOR CONSTRUCTION s "" 1 " =20' HAW 19M IMPROVEMENTS PROJECT
DESIGNED: HORIZOMAL IM 1953 1991 FlE(DWOK:
DMJM HARRIS AECOM �� Y.DARMAWAN ' �. } CITY OF PHASE 1 PAGE:
a� - DMWN: .0 SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
10900 NE 8TH STREET, SUITE 750 S� Y.DARMAWAN DATUM RENTON
o BELLEVUE, WASHINGTON 98004 A 1 002999a p ssss�h ONE INOH ROADWAY PLAN AND PROFILE RP03
9 +P W CHECKED:
an rs'eea® 0�' CITY OF R NTON DATE Al Pu�� Public Works Dept.
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 E8310NALGl A.LASZLO IF NOT ONE INCH STA 17 +50 TO STA 22 +33
PPPROVIDO $C ACCORDINGLY FED AID NO.: ARRA- 0167(044) SHE£F:17 OF: 48
NO. REVISION BY DATE APPR R.MEYER