HomeMy WebLinkAboutR-4109250
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-VARIES—,
SIDEWALK NOT LOWERED
p�N �
�• STA, jAFR PRIVATE STREET WIDTH AS
A � SPECIFIED ON PLANS, 20' MAX.
4" SCH 40 PVC SLEEVE CAPPED
\ AT BOTH ENDS AND MARKED
V MIN, A \ WITH REBAR DOWEL
CAPPED PVC SLEEVE
EXPANSION JOINT (TYP.)
LIMITS FOR 8' THICK SEE NOTES I AND 3
REINFORCED DRIVEWAY p
SEE NOTE 2 ST NTF
Ajp R
NOTES:
1,
CONCRETE SHALL BE PORTLAND
CEMENT CONCRETE MIX WITH A
COMPRESSIVE STRENGTH OF 3000
PSI IN 3 DAYS. FINISH SHALL BE
BRUSHED TRANSVERSELY WITH A
FIBER OR WIRE BRUSH, "BROOM
FINISH".
2,
ALL UTILITY APPURTENANCES WHICH
ALTER THE TRAVEL SURFACE SHALL
NOT BE ALLOWED, DESIGN OF
STORM DRAIN CATCH BASINS SHALL
CONSIDER DRIVEWAY LAYOUT AND
BE AVOIDED,
3.
EXPANSION JOINTS SHALL BE
PLACED AT 15' MAXIMUM SPACING.
ELASTOMETRIC JOINT MATERIAL
SHALL BE IN CONFORMANCE TO
AASHTO M220.
4.
SEE STANDARD PLAN 6-23 FOR
INTERSECTION LANDING
INFORMATION.
5.
THE DRIVEWAY APPROACH WIDTH
AND THE DRIVEWAY WIDTH ARE
DETERMINED BY APPROVED
VEHICULAR MANEUVERING
DIAGRAMS, SEE SECTION 6,6,Q,
WHEN DESIGNING OTHERWISE, SEE
PLAN VIEW FOR DIMENSIONING.
6,
ENTERING SIGHT DISTANCE SHALL
MEET AASHTO STANDARDS AND
DETAILS 6-50 THRU 6-54.
7,
DESIGN SIDEWALK CROSS GRADE
SHALL BE 1.5%. CONSTRUCTION
TOLERANCES SHALL BE 1% MIN AND
2% MAX.
5' MP
1'-6"_ , - *VARIES _ , *VARIES
./2' TYP, 481,
FOR REVERSE _1.5%
1OPE DRIVEWAY j 6" 12 — SEE STD, PLAN 6-48
FOR DRIVEWAY SLOPES
a
CRUSHEDSURFACINGTOP
COURSE 4" MIN, DEPTH
2- #4 BARS / 2 CLEAR FROM SUBGRADE
FULL DEPTH BOND BREAK #4 BARS AT 12" EACH WAY; WIRE TIED AT EACH
MATERIAL: 30 LB ROOFING INTERSECTING POINT; SUPPORTED BY 2" SQUARE
FELT, 6 MIL PLASTIC OR ' MORTAR CUBE OR INDUSTRY STANDARD "CHAIR"
APPROVED EQUAL AND Y MAXIMUM SPACING OF SUPPORTS, BAR
4" SCH 40 PVC SLEEVE J SHALL EXTEND BEYOND CONSTRUCTION JOINTS
AND LAPPED A MINIMUM OF 15" AT SPLICE POINTS.
SECTION A -A
*DIMENSIONS PER ROADWAY CLASSIFICATIONS
8. ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES
WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP -RESISTANT SURFACE
MATCHING THE GRADE OF THE SURROUNDING SIDEWALK, SUCH APPURTENANCES
SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS.
9. PROVIDE TRANSITION SIDEWA-K, 5' MIN. WHEN TRANSTIONING TO EXISTING
SIDEWALK,
SURVEY BENCHMARK
CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC,
INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH
STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET
SURVEY
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105
SUMNER, WA 98390 PHONE: (253) 987-7859
A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M.
FACE OF CURB
EDGE OF PAVEM
NOTES
1, ASPHALT CONCRETE MIX SHALL BE HMA PER KDCS 6.16,
2, ALL TRENCH BACKFILL SHALL BE CSTC, WSDOT STD,
SPEC. 9-03.9(3).
3. ALL SAW CUTS SHALL BE VERTICAL AND IN STRAIGHT
LINES AS DIRECTED BY ENGINEER PER WSDOT STD.
SPEC. 5-D4.3(5).
4, UNIFORMLY TACK ALLASPHALT VERTICAL AND
HORIZONTAL FACES AND SEAL ALL SURFACE SAW CUT
JOINTS PER WSDOT STD, SPEC, 5-04,3(5) AND
5.04.3(5)A. MECHANICAL APPLICATION OF TACK WHERE
POSSIBLE, IF NOT, BROOM APPLY BY HAND TO ACHIEVE
UNIFORMITY,
S. HOT MIX ASPHALT SHALL BE AT LEAST 6 INCHES THICK
ON LOCAL STREETS; 8 TO 10 INCHES THICK ON
ARTERIALS,
6. PAVING FABRIC (IF FOUND) WILL NOT REQUIRE
REPLACEMENT,
7, TEMPORARY TRAFFIC MARKINGS SHALL BE PLACED IN
KIND IMMEDIATELY AFTER PAVING AND PERMANENT
STRIPING SHALL BE REPLACED WITHIN 21 DAYS OF THE
FACE OF CURB OR 2" GRIND AND OVERLAY PAVING OPERATION.
EDGE OF PAVEMENT 25 FEET EACH WAY OF
SEAL SURFACE JOINTS PLAN ARTERIAL CENTER OF 8, COMPACTION REPORTS ARE REQUIRED AS OUTLINED IN
CROSSING SECTIONS 2.4 AND 2.5 OF THE KDCS AND 2-03.3(14)D
WITH AR 4000 (TYP) AND E OF THE WSDOT STD, SPEC, ADEQUATE NOTICE
50' MIN 35' MIN FOR SCHEDULING THESE SERVICES SHALL BE GIVEN
ARTERIAL ROADS EACH WAY EACH WAY 2" GRIND AND CONSIDERATION IN PERFORMING THE WORK.
2" GRIND AND OVERLAY OVERLAY ALL OTHER ROADS
4'-6" MIN,
T{UT 2" HMA PER KDCS 6.16
' MINt TRENCH SAW CUT V MR' EXISTING ASPHALT
CTYP) MID)
I CONCRETE SUR�ACE (TYP)
I
vrc
ENT -7
MIN.
...��.
I
YL-
6"-10" OF HMA
PER KDCS 6,15
SEE NOTES 1 AND 5
COMPACTED CSTC
SEE NOTE 2
KDCS = KENT DESIGN AND
CONSTRUCTION
STANDARDS.
CONSULTANT
MAINLAND ENGINEERING CONSULTANTS CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 4G1
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
EXISTING ASPHALT
GRIND EDGE OR SAWCUT TO
PROVIDE A VERTICAL FACE
L SEE NOTE 6 (TYP) SEE NOTES 3 AND 4
• I �- NATIVE SOIL
P=PE ZONE BEDDING
MATERIAL AS REQUIRED
BY UTILITY
2'-6" MIN.
ROADWAY
RESTORATION
SEE KENT STANDARD PLAN
CLASSIFICATIONS
50 FEET
EACH WAY
6-216-3, 6-4, 6-7 AND 6-8
35 FEET
6-5, 6-9, 6-10, 6-11, 6-12,
EACH WAY
6-13, 6-14 AND 6-15
NOTES:
EXISTING PANEL
WIDTH
1, PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000.
EDGE OF CURB
AND GUTTER
2. ALL TRENCH BACKFILL SHALL BE CSTC, WSDOT STD.
DOWELING
TRENCH WIDTH
SPEC„ 9-03.9(3),
NOT REQUIRED
AS REQUIRED
3, ALL SAW CUTS SHALL BE VERTICAL AND PERPENDICULAR
OR PARALLELTO THE ROAD CENTERLINE AS DIRECTED
PREPARATION AND
FULL DEPTH POLYETHYLENE
BY ENGINEER.
REPLACEMENT OF PCC PANEL
ROOFING PAPER ALONG ALL
SHALL COMPLY WITH WSDOT
% I ° I
EXISTING CONCRETE
4, FOR ASPHALT OVERLAYS TACK ASPHALT FACES OF SAW
STANDARD SPEC, 5-01,3(4�
SURFACES REQUIRED PER
CUT AND SEAL SAW CUTS PER WSDOT STD, SPEC.
MINIMUM REQUIREMENTS
5.01.3(4) OF WSDOT STD.
3 (5AND 5 04 S
) (5)A. ALSO THOROUGHLY TACK
I I
SPEC.
CONCRETE SURFACE TO RECEIVE HMA.
CENTERLINE OR LANE LINE
_
5. FOR RIGID PAVEMENT OVERLAID WITH ASPHALT
A
I I
A
PAVEMENT, PANEL REPLACEMENT SHALL BE PERFORMED
FIRST AND THEN GRIND AND OVERLAY ASPHALT PER
KENT STANDARD PLAN, 6-66. AN ASPHALT IMPREGNATED
FOR STREET WITH AN
WOVEN FABRIC SHALL BE PLACED BETWEEN THE
ASPHALT OVERLAY MATCH
CONCRETE AND ASPHALT PAVEMENT TO REDUCE
_
I
EXISTING THICKNESS
REFLECTIVE CRACKING THROUGH THE ASPHALT.
— — —
(2" MIN)
6. FULL CONCRETE PANEL(S) REPLACEMENT IS REQUIRED.
rt
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7, A MINIMUM 4-DAY CURING PERIOD WILL BE REQUIRED
LONGITUDAL CONSTRUCTION
PRIOR TO OPENING TO TRAFFIC. ON ARTERIALS OR
TRANSVERSE CONSTRUCTION
III
JOINT TIE BARS #5 REBAR x
WHERE OTHERWISE SPECIFIED BY THE ENGINEER,
IN L I
JOINT DOWEL BARS 1-1/2" 0
VARIES I I
3C" LONG @ 36" O.C.
ADDITIVES MAY BE REQUIRED TO REDUCE THE CURING
x LONG 12"
TIME TO 3 DAYS OR LESS.
SMOOTH DOWELS, EPDXY
PLAN
COATED WITH BEARING
8, COMPACTION REPORTS ARE REQUIRED AS OUTLINED IN
COMPOUND SUCH AS GREASE J
SECTION 2.4 AND 2.5 OF THE KDCS AND 2-03.3(14)D
AND E OF THE WSDOT STD. SPEC. ADEQUATE NOTICE
FULL PANEL WIDTH
FOR SCHEDULING THESE SERVICES SHALL BE GIVEN
E
i
CONSIDERATION IN PERFORMING THE WORK.
1' MIN. 1' MIN,
(TYP) (TYP)
la^
SAWCUT, SEE
NOTES 4 AND 5 (TYP)
MECHANICALLY CUT AND SEALED
FOR REMOVAL
ON
CONSTUCTION JOINT PER
WSDOTRSTD. SPEC. 05 3(8)
MIN SIZE 3/16" WIDE x 1" DEEP
EXISTING CONCRETE
MAX SIZE 5116" WIDE x 1/4
PAVEMENT
DEPTH OF PANEL, HAND HELD
AND PUSH SAWS ALLOWED.
} °)4 Ck" DOWEL -TIE BAR TO EXISTING
~ EPDXY COATED DOWEL
COMPACTED CSTC PANELS. SEE WSDOT STD PLAN
OR TIE BARS AS
SEE NOTE 2 \f\ A-60.10 AND A-40.10 (TYP)
REQUIRED OF
PIPE ZONE BEDDING ::•�•'•• �\
\CONSTRUCTION JOINT.
•t�.P • •L • l-
MATERIAL AS CONCRETE PATCH SHALL
x .:
MATCH EXISTING THICKNESS
REQUIRED BY UTILITY • ;'::• SS
MINTHICKNESS IS 6"
(. )
FULL DEPTH BOND
L, + ' `� ~+ L•, ,�+ ,. FINISH REQUIREMENTS
f BREAK FILM.
PER WSDOT 5-05.3(11)
2'-6" MIN,
SECTION A -A NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN
KDCS = KENT DESIGN AND ELECTRONIC DUPLICATE. THE
Y AND APPROVED FOR PUBLICATION
ORIGINAL, SIGNED BY THE ENGINEER
IS KEPT ON FILE AT THE CITY OF
CONSTRUCTION S aY W 45f, KENT. A COPY MAY BE OBTAINED UPON REQUEST,
STANDARDS.
CITY OF I-CENT
ENGINEERING DEPARTMENT
3. ISSUED FOR APPROVAL SGC 2022/04/19
2. ISSUED FOR APPROVAL SGC 2021/09/29
1. ISSUED FOR APPROVAL MK 2020/12/15
N0. REVISION BY DATE
SURVEYED:
SURVEYED
DESIGNED:
EM
AB
AB
DRAWN:
SGC
AB
CHECKED:
RM
A P P R
APPROVED:
AB
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6"
MIN.
ATTACH SIGNS 30" AND UNDER
HEAVY DUTY BUCKLE TYPE 201
WITH 2 DRIVE RIVETS AND BLACK
INSULATED WASHERS, SEE NOTE 5
ATTACH SIGNS 36" AND OVER WITH
CORNER BOLTS AND BLACK
FLARED LEG BRACKETS
INSULATED WASHER, SEE NOTE 6
SS 0.030 BAND IT BRACKET
SEE NOTES 9 AND 10
OR APPROVED EQUAL
IGN POST SQUARE 2"x 2",
1
1 GAGE. ALL HOLES
/1
ZE-PUNCHED
JRNER BOLT,
3„
-E NOTE 6
_
FINISHED GRADE
SET FOUNDATION ON
UNDISTURBED NATIVE SOIL
OR COMPACTED MATERIAL
SET ANCHOR PLUMB AND
TRUE, SEE NOTE 3
CONCRETE BASE SHALL BE
POURED IN PLACE AROUND
ANCHOR WHILE PREVENTING
CONCRETE FROM ENTERING
THE ANCHOR
NOTES:
1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE OR
APPROVED EQUIVALENT.
2. FOR IN -SIDEWALK INSTALLATIONS, CORE AN 8" DIAMETER
HOLE PRIOR TO EXCAVATION.
3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO
24" OR SIGN POST BASE PLATE INSTALLATION TYPE B (SEE
DETAIL 6-82b) MAY BE USED; ONLY IF APPROVED BY THE CITY
OF KENT. ANCHOR SHALL HAVE 4 EACH 7/16" DIAMETER
HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC
HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500
GRADE B, 7 GAUGE, 2 1/2"x 2 1/2" TELESPAR ANCHOR OR
APPROVED
EQUIVALENT.
4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A1011
GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120
YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE
7/16" DIAMETER PRE -PUNCHED HOLES ON 1" CENTERS
FULL LENGTH, FOUR SIDES.
EY
of WA
38296
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�SSIONAL
SCALE:
VERTICAL: NAVD 1988
AS SHOWN HORIZONTAL: NAD 1983/1991 C TY OF
KENT
DATUM
Planning/Building/Public Works Dept.
5/16" X 1" SS
BOLTS WITH
BLACK
INSULATED
*3"
WASHERS
MOUNTING ON STREET LIGHT
STANDARD OR SIGNAL POLE
5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER
6. CORNER BOLTS TO BE TL070M. JAMNUTS TL062 AND 3/8"
GALVANIZED WASHER WITH BLACK INSULATED WASHER.
7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME
SIGN DETAILS.
8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE
MAINTAINED BY THE PROPERTY OWNERS.
9. ALUMINUM SIGN BLANK THICKNESS;
WARNING AND REGULATORY 30" AND UNDER - 0.080".
WARNING AND REGULATORY 36" AND OVER - 0.125"
10. SHEETING MATERIAL:
WARNING AND REGULATORY - 3M HIGH INTENSITY PRISMATIC
SCHOOL SIGNS - 3M DIAMOND GRADE DG3
LEGENDS, SYMBOLS AND BORDERS - 3M ELECTROCUT FILM
DIVA No. REM C-2204826
BA SED ON TH E SUE Mr- TE D DRAVVINGS AN D SP ECIFICATIO NS
PROVIDED BY THE AP P'LICANT'S LICENSED EN GINEEI2S,
SU RVF:YO RS AND ARCHITECT 5 A N D OTHER CERTEFI EO
PRO FESSIOUALS, THESE PLANS ARE APPROVED FOR
CONFORMANCE WrTH THE CITY CAE KENT ENGINEERING
DIVISION'S REQUIP EM ENTS
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INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES Q
IS COMPILED FROM TOPOGRAPHY SURVEY BY SURVEYOR, AND MAY NOT BE Q
COMPLETE OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
EXPOSE AND CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING
UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS.
DATE (-)
M A D U E N O S H O R T P L A T 2022/04/19 w
FIELDBOOK: __D
PAGE: O
19805 108TH AVE SE, REN TON, WA 98055 DRAWING NO:5
DETAILS(2) - CITY OF KENT SHEET:
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