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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.
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.
TM11N
11'DEPTH OF EXISTING PAVEMENT
IMIN VARIES �{ MIN I MIN
2" SAWCUT AND REMOVE J
OR PLANE, SEAL WITH
AR-4000W
(EACH SIDE) �.
2" HMA
SAWCUT AFTER BACKFILL
(EACH SIDE)
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
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH WIDTH
2" - 6" MIN. HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 957 MODIFIED
PROCTOR.
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
PLAN 110.1.
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR' PIAN - 110
19 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID I) PR ED.
DEPARTMENT PAVEMENT WITH OVERLAY /d
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT
NOT TO SCALE
9,-8"
1 9-490 I 7$—o» 11 9-490
P ; a
r a 1/4"°CONCRETE a i
SCORE LINE (TY0 a 4,
a
ai a a i
< i
i 4 Q ° a
Q 4 1 a
a 1
° a a i 4
a a
i a a ° is
B21 FOOTING DETAIL 5
SCALE: NONE ---
METRO B-21 FOOTING
NOT TO SCALE
CONCRETE
SCORE LINE
CURB LANE
3"MIN.(TYP.)
CONCRETE
GUTTER
TIRE
ANE
LINE
LANE
CENTER
IN
LANE
TIRE
CENTER
IN
LANE
24"
(TYP. )
—TIRE
TRACKS
ANE
LINE
CURB LANE
l o'
P((TYP.)—STRIPE
8TYP.)—OPEN
B"(TYP.)--STRIPE
.,I
—TIRE
TRACK
* TYPICAL 4—LANE ROADWAY CONFIGURATION
* NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
tiz� o
+ PUBLIC WORKS
�N�p$ DEPARTMENT
THERMOPLASTIC/PAINTED
CROSSWALK
1 THERMOPLASTIC PAINTED CROSSWALK
NOT TO SCALE
4
4
4" SQUARE
SHELTER LEG
In a
i
°
UFER GROUNDING PER
D111 STUBUP LOCATION i °
FOR B—SERIES FOOTING,
EXCEPT FOR THE B30
SERIES FOOTINGS
4" SQUARE
SHELTER LEG
a I STEM WALL -
° UFER GROUNDIN
PER D111 STUB
LOCATION FOR E
SERIES FOOTING
4 1 /2"
TYPICAL LEG DETAIL TYPICAL LEG DETAIL
@ CORNER FOR B—SERIES FOOTING @ CORNER FOR 630
(EXCEPT B30 SERIES SERIES FOOTING
TYPICAL LEG DETAILS FOR B—SERIES FOOTINGSri
SCALE: NONE
!' TOP
OF WASgINC�tS1
46416 sv�
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Civil Eigineers
001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE:
=1 SWGuralEngieers T.L. VERTICAL NAw 1988
83/1
002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT PER SHEET HORIZONTAL NAD 1883/1991
LandsrapeArchitecfs DESIGNED:
CammunityPlanners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N.
�\ O andSu eo 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N.
"e1g°°ara 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INC H DATUM
Know what's below. AT FULL SCALE
TACOMA • SEATTLE DT
IF NOT ONE INCH
z Call before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R �P SCALE ACCORDINGLY
z 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL
FOOTING DIMENSIONS
FOOTING
TYPE
SHELTER FRAME
TYPE
LENGTH
'A'
WIDTH
'B'
SLAB THICKNESS
'T'
B11
PER PLAN
9'-8"
7'-0"
7 1/2"
B12
PER PLAN
18'-0"
7'-0"
7 1/2"
B13
PER PLAN
129-899
9'-890
7 1/2"
B21
PER PLAN
9'-8"
4'-4"
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"
1492
B31
F31 OR F51
9'-0"
4'-490
14"
B32
F12
17'-491
6'-499
7 1/2 $1
B32
F13
12'-0"
9'-0"
7 1/2 of
B32
F14
17'-4"
6'-491
7 1 /2"
B32
F22 OR F52
17'-419
4'-411
14"
B32
F32
17'-411
4'-4"
14"
GENERAL NOTES:
1. "11" 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 It TO
ASSURE PROPER DRAINAGE OF SURFACE WATER.
3. JOINT PER DET/D� 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 DET 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.
RECORD NOTE 03/26/2024
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON SURVEY INFORMATION
PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL
WILL BE RESPONSIBLE FOR THE DATA
PROVIDED BY THEM. THE THIRD -PARTY
SURVEYOR WILL BE RESPONSIBLE FOR THE
ACCURACY OF THE ACTUAL LOCATIONS IN THE
FIELD. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
CITY OF
[;RENTON
Planning/Building/Public Works Dept.
T
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R-420022 IU)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
STREET FRONTAGE DETAILS
CW
G
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DATE:
03/28/2023
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