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1. At F I I AIDE 1 LANE
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INITIAL 2" DEEP SAWCUT OR GRIND, AND
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LIMIT OF FINAL OVERLAY. GRIND AND PAVE
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FULL STREET WIDTH OVERLAY REQUIRED.
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EDGE OF EXISTING PAVEMENT
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EDGE OF TRAVELED LANE (EDGE STRIPE)
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VARIES: 4.5' MIN. (SEE STD PLAN 110.1)
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CENTER OF ANY MARKED LANE LINE,
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PROVIDE NEW CHANNELIZATION AFTER OVERLAY
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SECONDARY FULL DEPTH SAWCUT FOR
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PROPOSED TRENCH
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INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
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LANE LANELANE
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FOR TYPICAL SECTION
110.1
AND NOTES SEE STANDARD PLAN
STD. PLAN - 110.2
PUBLIC WORKS
REQUIRED SAWCUT, GRIND AND
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DEPARTMENT
OVERLAY FOR LONGITUDINAL TRENCHES
/Q,- -
MEETING 1 STANDARD SPECIFICATION GUTTER
9-07.6.
3. WHEN THE PCC PANEL IS LESS THAN 8" SECTION A -A SECTION B-B
IN THICKNESS #5 TIE BARS X 30" SHALL
BE USED. FOR TRANSVERSE JOINTS TIE SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
BARS SHALL BE ON 36' CENTERS WITH
NO LESS THAN 2 BARS PER SIDE ON
SMALL REPAIRS OR REPLACEMENT
PANELS.
4. TIE BARS AND CORROSION -RESISTANT
DOWEL BARS SHALL BE PLACED IN
ACCORDANCE WITH WSDOT STANDARD GENERAL NOTES:
SPECIFICATION 5-05.3(10).
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
5. DOWELS SHALL NOT BE USED WHEN PCC NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER LINE. 1/2-
PANEL IS LESS THAN 8" IN THICKNESS. THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1"
BELOW CONCRETE.
6, NEW PCC PANEL SHALL MATCH WHERE THE SIDEWALK 15 TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLO
THICKNESS OF EXISTING CONCRETE JOINT. 1/2-X 5- EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS,
PAVEMENT. 1/2-X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERT FOURTH SIDEWALK PANEL.
THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDUIREMENTS OF CLASS B (3/4-) WITH AIR
7. FULL PCC PANEL REPLACEMENT IS NOT ENTRAINMENT. �'C.Y, p PAVEMENT MARKING NOTES REQUIRED WHEN OVERLAID WITH ASPHALT U �T _ 109
PAVEMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. PUBLIC WORKS
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SUBGRADE COMPACTION SHALL BE 90%(MODIFIED PRDCWR). TYPICAL SIDEWALK DEPARTMENT Mahi'n �FPaStuchil/5/2020
�SY p ADOPTED N11-8B8131FD98B449D- DATE
TYPICAL PATCH FOR RIGID STD. PLAN - 111 C" CITY OF RENTON
• PUBLIC WORKS PAVEMENT WITHOUT ASPHALT � . I,)(: I i I > STANDARD PLANS NTS
DEPARTMENT CONCRETE OVERLAY /o- GST DATE:04/04 COR STD PLAN 109 -PAVEMENT MARKING NOTES
4
_ �......., �.. nwr. NIAAdF• Fnn7 ¢v PArP• Fnn7
NT 3 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
COR STD PLAN 110.2 - REQUIRED SAWCUT GRIND AND OVERLAYS COR STD PLAN 111 - TYP PATCH FOR RIGID PAVEMENT WITHOUT ASPHALTS COR STD PLAN F007 - TYP SIDEWALK SUPER CENTURION LUGS.
AND 4" MAIN
US PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
9-8REE B 4" SQUARE 4 1/2° 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
7'-0-
9'-8" SHELTER LEG
5x5'x6" THICK CONCRETE PAD AROUND
---� TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
1'-a"
1 -4 7-0 1 -a "• - -_•< - - - HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
a" SQUARE - _ srEM wau 0o SECTION LENGTH TO FIT. VALVE NUT EXTENSION
SHELTER EXPANSION JOINT AT
°ij4• caNCX:ETF °• { ff).° L1 P • • ; ['7. °- BACK OF SIDEWALK AS REQUIRED.
CURB
LANE
A LANE
r/a°acoNCRErE ° ufER cRou NDwU ° a• 2
CURB LANE LANE LANE CURB LANE O SCORE NE 1,.r, . y LIFER GROUNDING PER a PER D111 s ueuP CONCRETE SIDEWALK
r7 a e ° _ on1 SNBUP LOCATION LOCATION FOR B30' • RAISED PAVEMENT MARKER TYPE 88-A
FOR ES FOOTING, e - SERIES FOOTING �OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE
EXCEPT FOR THE "0 Ti
••. n. v c• •.° 5• A SERIES FOOTINGS e
CENTER CENTER --- ----- Ore --- TYPICAL LEG DETAIL TYPICAL LEG DETAIL
IN IN @ CORNER FOR B-SERIES FOOTING ® CORNER FOR B30 > 36" MIN
LANE LANE SERIES) (EXCEPT B30 SERIES FOOTING COVER CONCRETE BLOCKING
B21 FOOTING DETAIL %5_ SCALE: NONE ___
TYPICAL LEG DETAILS FOR B-SERIES FOOTINGS 8
, a
[ SCALE: NONE
---
01.
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK
1/2"X4" EXPANSION MATERIAL MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT
1/4"R AT JOINTS INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE
MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER M-3.10-04 LEFT TURN CHANNELIZATION
STANDARD SPECIFICATION 5-05 1/4"R AT JOINTS M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS
SAW CUT SHALL BE VERTICAL - M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES ; M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION
} M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION
AN IN srRAlcHr LINES SCORE LINES TO TT RADIAL A W M-5.10-03 RIGHT TURN CHANNELIZATION
TO CURB AND GUTTER i •'
EXISTING CONCRETE W M-9.50-02 BICYCLE LANE SYMBOL LAYOUT
PAVEMENT + M-9.60-00 SHARED - USE PATH MARKINGS
1/2"X4" EXPANSION MATERIAL M-11.10-03 RAILROAD CROSSING LAYOUT
• " ' r SEE NOTES BELOW 1/4"R AT JOINTS SCORE LINES M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS
M-20.10-03 LONGITUDINAL MARKING PATTERNS
SEE WSDOT STANDARD I. B 9 M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES
SPECIFICATION 5-01.3(6) 6" I _ _ M-24.20-02 SYMBOL MARKINGS '- TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
AND NOTES BELOW MIN. M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS
1 6" MIN. "W"-W DTH OF SIDEWALK ---- M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS
EXISTING COMPACTED BASE
SIDE OF TRENCH 12" MIN. LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
SIDE OF TRENCH (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSITRANSPORTATION.
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.9(3)), GRAVEL BORROW (9-03.14(1)) PER COMPACTED CRUSHED SURFACING PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
WSDOT STANDARD SPECIFICATIONS OR NATIVE TOP COURSE. (Ii OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSITRANSPORTATION.
MATERILA IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS
OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN
3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS,
CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR
APPROVED EQUAL.
1/2"X5" EXPANSION
MATERIAL CURB RETURN LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR
1/4"/1 SLOPE ONLY
1/2"R /� 1/4"/FT. SLOPE UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PANEL REPLACEMENT DETERMINATION NOTES: 1/2"R 4" / t/2"R
PAVEMENT AS PER PLANS LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL
FULL CEMENT CONCRETE PANEL REPLACEMENT: 1. TRANSVERSE JOINTS FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL
FOR CEMENT CONCRETE SURFACE STREETS, THE ON CENTER
ERM. X IN WSDOT
DOWEL BARS - FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS.
ON CENTER MEETING WSDOT STANDARD
MINIMUM RESTORATION SHALL BE FULL PANEL SPECIFICATION 9-07.5. J
REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING 4" PAVEMENT AS PER PLANS
CONDITIONS EXIST: 2. LONGITUDINAL JOINTS PARKWAY STANDARD CEM. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
p5 TIE BARS X 30" 0 36" ON CENTER STANDARD CEM. CONC. CONC. CURB AND LESS THAN 50' F.
CURB AND GUTTER
CONDITIONS
ADDITIONAL REQUIREMENTS
ALL BUS ROUTES
ALL INTERSECTIONS
PLUS ONE PANEL BEYOND THE
CURB RETURN
40% OR GREATER OF
EXISTING PANEL REMOVAL
EXCELLENT CONDITION (BASED
ON VISUAL AND/OR
NON -DESTRUCTION TESTING
PRINCIPAL, MINOR, COLLECTOR
ARTERIALS AND ALL STREETS
IN CBD WITHOUT BUS ROUTES
_
10'
B11 FOOTING DETAIL %21
SCALE: NONE
1'-4" 7'-0" 1'-4" 7'-0" 1' 4"
b.. ° • . a
4/4"aC(1VCRETE� g'a
. SCORE .LINE jTAF)
e
• tl
-4" r-o" 1V-4" 7'-0" 1'-4"
___
[ 7' �/4" CORCWE •d [ ] _q .1 °
a �iCORE 'LINE ITY l A. --
• •I • • A°
<a, ••
d I I a•• ,•a •
4.
CONCRETE
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUND
MIN 3' RADIUS MIN 3' RADIUS
5'-0' 8,-0" 5-0' �• • ' 2'-8• FOR F50 AND F30 FRAMES.
m' • SAME AS "B" FOR OTHER FRAMES GENERAL NOTES:
44
B12 FOOTING DETAIL r_31 e, >
7SCALE: NONE --- F • a • A 1 "'1" INDICATES AREAS FOR FUTURE SHELTER LEGS AVOID 1 ONE MAN ROCK
TIRE LTIRE LTIRE LTIRE o o D108 PLACING REINFORCEMENT IN THESE AREAS
12'-8" O6 1 1
TRACKS TRACKS TRACKS TRACKS7 3LLo b" a ° 8„ 2 FOR SITES WITH SLOPES LESS THAN 05% IN 'A' DIMENSION, 1
Fj 4'-4" V-4- 4'-4" 1'-4" 4. a , • GREATE •° - e.• INCREASE DIMENSION AT MIDDLE OF FOOTING BY 1' TO v 6
1E5I 1 -4 (TMP') ASSURE PROPER DRAINAGE OF SURFACE WATER, Z6" CONCRETE PAD
a4 p ° 3. JOINT PER DIET101 TO ISOLATE EDGES FROM
6" CONCRETE PAD
PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES.
g --� _- ___ " •SEE NOTE T
.e-4, WHEN USING B-32 FOOTING WITH DOUBLE FRAMES, USE A
14 •/ m o LONGER BEARING SHOE TO SUPPORT THE FRONT MIDDLE LEG T� �•�
c 1/4• C044CRETE �� (BY METRO). � \
* TYPICAL 4-LANE ROADWAY CONFIGURATION SCORE LINE (TIP) B30 SERIES FOOTING DETAIL / / \ 5. SEE BET D111 FOR CONDUIT AND GROUNDING WIRE, CUT FILL
• SCALE: NONE ---
' GRADE NON -PAVED 6. FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A
9 A I ; SURFACES To 3" 'A' (SEE TABLE THIS SHEET) MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL
c S BELOW BACK AND STRUCTURE; WHICH INCLUDES THE CANTILEVER OVERHANG HYDRANT LOCATION I N CUT 0 R FILL
- _ • ° • - - � e SIDES TO KEEP SOILS
+ NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. A p, a AwAr FROM FOOTING REQUIRED AT SOME RACE FOOT NG EEL AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB.
B °e SITES (NOTE 2) WITH PAVED SURFACES
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND ' m (NOTE }) 7. GRADES
SERIES FOR USE WITH STEM WALL IN AREAS WITH RUNNING
a GRADES OF 6% OR GREATER,
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ONAIllnllll 111 - ----------
A. a \�Y
THE THERMOPLASTIC/PAINT. " " =III II III III - 'll III=Ilr=III=11 ,/z • PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
nl III II- -' III- Ill
Ns KEBABS ®1r O.C.EACH WAY, + "�� T� DEPARTMENT
FOR 7EB THICK SLAB CH n
i~ `' • ` -, [) i � �-° • •'a[•1 - F4 KEBABS O 16" O.C. EACH WAY, N/ �I,1�� MARCH 2010
e•. - - • FOR 1/2" THICK sue LONGITUDINAL
B13 FOOTING DETAIL �1 SECTION n NTS
SCALE: NONE
--- SALE NONE --- FIRE HYDRANT ASSEMBLY
8
I KCMT 2021-2022 STANDARD DETAILS METRO TRANSIT CAPITAL DIVISION =022
6 TRANSIT PASSENGER FACILIITES - IMPROVEMENTS
N. King County W-423503 T-423514 R-423520
STANDARD SHELTER HGN6
"wwnars bBIQW METRO D103
CallbePorey,,dig. "cIw"cro FOOTING PLANS, SECTIONS
$6% aE" AND DETAILS 20 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS
Y o STD. PLAN - 127
PUBLIC WORKS THERMOPLASTIC/PAINTED E THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED
+ � � Rov.
�j DEPARTMENT CROSSWALK CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN
�Ivx° D TE EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON
THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON
NTS CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. NTS
COR STD PLAN 127 - THERMOPLASTIC/PAINTED CROSSWALK5 GUI Y KC METRO D103 - STANDARD SHELTER FOOTING PLANS, SECTION AND DETAILS 7
y mow° j 2 CSI-2 LCS /13/2 SURVEYED: SCALE: DATE:
1932 First Ave o HORIZONTAL: NAD 198 /11991 C SARTORI ELEMENTARY SCHOOL 4 1 s 2024
Know what's below. 3 CSI-3 LCS 24 2 CITY OF Suite 201 � �, DESIGNED: �v /-�- FIELDBOOK:
Seattle, WA 98101 4 CSI-4 LCS /15/2 315 GARDEN AVE N PAGE:
Call before you dig. p. 206.725.1211 2; 5,z1 w 5 CSI-5 LCS /29/2 DRAWN: ONE INCH RENTON
RENTON, WA 98057
Dial 811 f, 206,973.5344 �oA�R�cl TER�� ��� 6 CSI-6 LCS /11/2 CHECKED: DATUM DRAWING No:
Ts•It ALA �2 - IFAT FULL S NOT ONEINCHPlanning/Building/Public Works Dept. DETAILS AND NOTES C4.2
engineering pllc WWW•Ipdengineering.com O4b NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
SHEET: 24 OF:29
1 I 24N II p8';(TYP.)-(STRIPE _____ 4 __ ___ ql z ____ ti a 9 B22 FOOTING DETAIL %61
6°MIN.(TYP.) U (iYP.)-OPEN ~, SCALE: NONE ---
LANE (TYP.) LANE B"(TYP.)-STRIPE 44.
4 LENGTH 'A
C NC TE 0 RE A
GUTTER LINE LINE 1' a ---
•,
}'-B• FOR 120 FRAMES
I
FOOTING DIMENSIONS
FOOTING
TYPE
SHELTER FRAMEJLENGTH
TYPE
WIDTH
'8
SLAB THICKNESS
'T'
311
PER PLAN
7 0'
7 1/2"
912
PER PLAN
7 0'
7 1/2"
B13
PER PLAN
9 8"7
1/2"
B21
PER PLAN
4'-4'
14"
B22
PER PLAN
4'-4'
14"
B31
F11
9'-0"
6'-4'
7 1/2"
B31
F21
9'-0"
4'-4'
14'
B31
F31 OR F51
9 -0"
4' 4'
14'
932
F12
17'-4'
6' 4'
7 1/2•
932
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"
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