HomeMy WebLinkAboutTRO4103430.172CONSTRUCTION LEGEND
GENERAL CONSTRUCTION NOT
1. ADJUST ALL SURFACE UTILITIES TO GRADE.
Q
N
O
0
>g
O
z
J
Q
0
Ln
Ln
QO
0
i
0
Ln
Ln
O
z
O�
J
,V
v
w
O
Of
00
00
w
w
Cn
CD
CD
+
N
LLJ
U
i
CONSTRUCTION NOTES
i
0 5 10 20 40 60
SCALE IN FEET
CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12
AND 13, THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216.
® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02.
® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19-23. FOR DIMENSIONS,
SEE PROPERTY RESTORATION PLANS, SHEETS 195-205.
10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194.
22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24.
26 FURNISH AND INSTALL TREE GRATE TYPE 1 PER DETAIL, SHEET 281. COORDINATE FRAME AND ANCHOR
INSTALLATION WITH CURB AND GUTTER.
-STA 42+98.11
-STA 43+28.17
38 ADJUST SANITARY SEWER CLEANOUT TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26.
NEIZEM
SHELL STATION
10" CEMENT CONCRETE PAVEMENT
2" CSBC
COMPACTED SUBGRADE
FOR CROSSWALKS UNDER PEDESTRIAN ISLANDS
AND CONCRETE PANEL RECONSTRUCTION
G 'A Co
20320 w�
< � �FCISTER�� w
BY APP. DATE
0
w
w
CD
0
+
Ln
Q
v7
w
z
U
NEW PAVEMENT AREA. INSTALL
NEW HMA ROADWAY PAVEMENT
SECTION AND OVERLAY PER
DETAIL, SHEETS 24-25, AND
TYPICAL SECTIONS,
SHEETS 19-23.
OVERLAY ONLY AREA.
INSTALL HMA OVERLAY PER
ROADWAY PAVING DETAIL,
SHEET 24, AND TYPICAL SECTIONS,
SHEETS 19-23.
°
CEMENT CONCRETE SIDEWALK
AND/OR PAVEMENT. CONSTRUCT
CONCRETE PER TYPICAL SECTIONS
SHEETS 19-23.
-------- APPROXIMATE CONSTRUCTION
LIMITS. SEE ROW PLANS FOR
TCE WHERE ADJACENT TO
PRIVATE PROPERTY
POINT LAYOUT TABLE MEDIAN 4
MEDIAN 4
# :
STATION
OFFSET
DESCRIPTION
RADIUS
3
42+57.37
12.70' RT
PC
99.00'
4
42+81.51
10.09' RT
PT
5
43+57.75
7.82' LT
PC
101.00'
6
43+80.85
10.5' LT
PT
9
43+80.85
13.5' LT
PC
104.00'
10
43+57.06
10.74' LT
PT
11
43+28.89
4.12' LT
PC
101.00'
12
1 43+07.31
1.46' LT
PT
15
43+03.56
0.60' RT
AP
16
43+03.56
2.86' RT
AP
10" CEMENT CONCRETE PAVEMENT
12" RESERVOIR COURSE INCL. HAUL
CONSTRUCTION GEOTEXTILE FOR
UNDERGROUND DRAINAGE, NON -WOVEN
COMPACTED SUBGRADE
FOR CEMENT CONCRETE PAVEMENT WITH RESERVOIR COURSE
CEMENT CONCRETE PAVEMENT NOTES:
1. FOR FINAL SURFACE TREATMENT OF CROSSWALKS, SEE
DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281.
2. FOR PANEL LAYOUT OF CEMENT CONCRETE PAVEMENT WITH
RESERVOIR COURSE, SEE SHEET 92.
3. FOR COORDINATION BETWEEN PANEL LAYOUT AND UTILITY
CASTINGS, SEE UTILITY CASTING BOXOUT DETAIL, THIS SHEET
TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION
NITS
11-14-11
SURVEYED:
KPG
DRAWN BY:
KAT
DESIGN BY:
JLF
CHECK BY:
NM
PROJ MGR:
JF
FILE: 0655DALN01.dwg
IP
t
753 9th Avenue N 2502 Jefferson Avenue
Seattle; WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg.com
BID
DOCUMENTS
CEMENT CONCRETE
PAVEMENT JOINT
2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND
INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL
SECTIONS AND DETAILS, SHEETS 19 - 25.
3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES,
& DETAIL SHEETS 28 - 35.
4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY
SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54.
5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS
55 - 68.
6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION
AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC
PLANS, SHEETS 69 - 79.
7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS
93 - 103.
8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND
SYSTEMS, SEE DRAINAGE PLANS & PROFILES.
9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS
AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS
132 - 159.
10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS,
SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173.
11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194.
12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE
BACK Or SIDEWALK', BAvK OF .,Iva-�1AILK (B( W) �A ' r,U ! P;011� I S' AND
SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION -PLANS, SHEE 1 S
195 - 205.
13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES,
SHEETS 208 - 215.
14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION
PROVIDE OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS,
3-3' #4 BARS SHEETS 269 - 281.
WITHIN 12" OF THE
UTILITY CASTING 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA
1 BOXOUT REFERENCE POINT DETAIL, SHEET 81.
16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY
LINES NOT SHOWN FOR CLARITY.
ISOLATION JOINT
T 343089
ISOLATION JOINT
CASTING BOXOUT NOTES:
1. PROVIDE BOXOUT AT ALL LOCATIONS WHERE
CEMENT CONCRETE PAVEMENT JOINT IS LESS THAN
1' FROM CASTING.
2. ISOLATION JOINTS SHALL BE AT LEAST J" WIDE
AND FILLED WITH A COMPRESSIBLE MATERIAL.
3. BOXOUTS SHOULD BE LARGE ENOUGH TO PROVIDE
AT LEAST 1' CLEARANCE BETWEEN THE FIXTURE
AND THE SURROUNDING ISOLATION JOINT.
UTILITY CASTING BOXOUT DETAIL
FOR EXISTING AND NEW CASTINGS IN
CEMENT CONCRETE PAVEMENT AREAS
NITS
�'- CITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
CEMENT CONCRETE
PAVEMENT JOINT
CATEGORYwR
RIGHT OF WAY PLANT-
-�
EXISTI!vr+ ,0Nu' a1(01-
SITE PREPARATION &TESC PLAN
SHEET
15
77
ALIGNMENT PLAN
-
ALIGNMENT PROFILE
101
DRAINAGE PLANS
112
DRAINAGE PROFILE
123
WATER PLAN
140
WATER PROFILE
154
JOINT UTILITY TRENCH PLAN
172
JOINT UTILITY TRENCH PROFILES
188
PROPERTY RESTORATION PLANS
203
CHANNELIZATION & SIGNING PLAN
225
ILLUMINATION PLANS
236
IRRIGATION PLAN
290
LANDSCAPE PLAN
302
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
ALIGNMENT PLAN
STA 42+00 TO STA 45+00
89
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SI + , NO.
39 OF 304