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SPECIAL NOTE
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
T
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
VARIES: 6.5' MIN.
1' 1' 1' 1' DEPTH OF EXISTING PAVEMENT
MIN I MIN VARIES MIN I MIN
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH 2" — 6" MIN. HMA (SEE NOTE 2)
AR-4000W
(EACH SIDE) I.
\6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA (9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
SAWCUT AFTER BACKFILL
(EACH SIDE) -
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
di MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL— SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1.
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR SM. PLAN - 110
PAVEMENT OR R� PUBLIC WORKS I'f'R �"`I;I`
DEPARTMENT FLEXIBLE PAVEMENT WITH O ERLAYI�
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT
NOT TO SCALE
9,-8"
11-4" 1 7,-o„ 1 1,-4„
SCALE: NONE
METRO B-21 FOOTING
NOT TO SCALE
®R
Know what's below.
Call before you dig.
0511212022
0
CONCRETE
SCORE LINE
4" SQUARE
SHELTER LEG
LIFER GROUNDING PER
D111 STUBUP LOCATION
FOR B—SERIES FOOTING,
EXCEPT FOR THE 630
SERIES FOOTINGS
RB
-6"MIN.(TYP.)
-CONCRETE
GUTTER
-TIRE
TRACKS
LAN E
LINE
LAN E
CENTER
IN
LANE
TIRE
LANE
CENTER
IN
LANE
1(TY1
)
-TIRE
TRACH
LAN E
LINE
10'
��8"(TYP.)-STRIPE
"(TYP.)-OPEN
8"(TYP.)-STRIPE
_,1'1_
-TIRE
TRACH
* TYPICAL 4—LANE ROADWAY CONFIGURATION
* NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
STD. PLAN - 127
sPUBLIC WORKS THERMOPLASTIC/PAINTED
DEPARTMENT CROSSWALK
THERMOPLASTIC PAINTED CROSSWALK
NOT TO SCALE
u--
4" SQUARE
SHELTER LEG
STEM WALL -
LIFER GROUNDIN
PER D111 STUB
LOCATION FOR E
SERIES FOOTING
4 1/2 to
TYPICAL LEG DETAIL TYPICAL LEG DETAIL
@ CORNER FOR B-SERIES FOOTING @ CORNER FOR 630
(EXCEPT 630 SERIES SERIES FOOTING
TYPICAL LEG DETAILS FOR B-SERIES FOOTINGS ii
SCALE: NONE
N
FOOTING DIMENSIONS
FOOTING
TYPE
SHELTER FRAME
TYPE
LENGTH
'A'
WIDTH
'B'
SLAB THICKNESS
'T'
B1 1
PER PLAN
9'-8"
7'-0"
7 1 /2"
B12
PER PLAN
18'-0"
7'-0"
7 1 /2"
B13
PER PLAN
12'-8"
9'-8"
7 1 /2"
B21
PER PLAN
9'-8"
4'-40'
14"
B22
PER PLAN
18'-0"
4'-4"
14"
B31
F1 1
9'-0"
6'-4"
7 1 /2"
B31
F21
9'-0"
4'-4"
14"
B31
F31 OR F51
9'-0"
4'-4"
14"
B32
F12
17'-4"
6'-4"
7 1 /2"
B32
F13
12'-0"
9'-0"
7 1 /2"
B32
F14
17'-4"
6'-4"
7 1 /2"
B32
F22 OR F52
17'-4"
4'-4"
14"
B32
F32
17'-4"
4'-4"
14"
GENERAL NOTES:
1. "I]" INDICATES AREAS FOR FUTURE SHELTER LEGS. AVOID
PLACING REINFORCEMENT IN THESE AREAS.
2• FOR SITES WITH SLOPES LESS THAN 0.5% IN 'A' DIMENSION,
INCREASE DIMENSION AT MIDDLE OF FOOTING BY 1 " TO
ASSURE PROPER DRAINAGE OF SURFACE WATER.
3. JOINT PER DET 3 TO ISOLATE EDGES FROM
PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES.
4. WHEN USING B-32 FOOTING WITH DOUBLE FRAMES, USE A
LONGER BEARING SHOE TO SUPPORT THE FRONT MIDDLE LEG
(BY METRO).
5. SEE DIET D111 FOR CONDUIT AND GROUNDING WIRE.
6. FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A
MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL
STRUCTURE; WHICH INCLUDES THE CANTILEVER OVERHANG
AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB.
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R-420022 I cin
IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~
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LCU
DEVELOPMENT ENGINEERING G
JChavez 05/17/2022 ~
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Civil Ergirreers
1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: DATE U-1
1 stNa,aieymee T.L. VERTICAL NAVD 1988 WATERSHED APARTMENTS / / 2
2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL NAD 1983/1991 03 18 2022
LarMscape architects DESIGNED: ® CITY OF FlELDBOOK:
- comunnyFannero 3 PERMIT REVISION JN 5/12/22 DT J.N. - RENTON CIVIL CONSTRUCTION PERMIT
Land Surve}rors
DRAWN: PAGE
Hj B] L
J.N. ONE INCH vul• DRAWING NO:
Neghbors DATUM W
CHECKED: AT FULL scALE Planning/Building/Public Works Dept.
T A C O M A • S E A T T L E DT IF NOT ONE INCH P STREET FRONTAGE DETAILS Q
220 North Ave Street, Suite 20, Tacoma, A 98101 206.267.2425 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 31 OF, 46
1200 Sixth Avenue, Suite 1620, Seattle. WA 98101 206.267.2425 TEL