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EX
ASPHALT
�EX PAVEMENT SUB -BASE
A 0 . A 64W MUST BE COMPACTED TO
0 95% MAX. DENSITY
HMA CLASS 1/2- ASPHALT CONCREFE
SUBGRADE PAVEMENT
COMPACTED ER 4" CRUSHED SURFACING WE COURSE
GEOTECHNICAL COMPACT TO 95% MAX DENSITY
RECOMMENDATIONS 12" GRAVEL BORROW COMPACT TO 95% MAX
DENSITY OR EX SUBGRADE MOISTURE
CONDITIONED COMPACTED TO 95% MAX DENSITY
STANDARD
FINISHED GRADE-, SAW -CUT, TACK COAT AND
[._� MATCH EX ASPHALT GRADE
ASPHALT
EX UNDISTURBED PAVEMENT
SUB -BASE MUST BE COMPACTED
95% MAX
4- HMA CLASS 1/2- ASPHALT
SUBGRADE COMPACTED To CONCRETE PAVEMENT
0
FIRM AND UNYIELDING -6" CRUSHED SURFACING BASE COURSE
CONDITION COMPACT TO 95% MAX DENSITY
12" GRAVEL BORROW COMPACT TO 95% MAX
DENSITY OR EX SUBGRADE MOISTURE CONDITIONED
COMPACTED TO 95% MAX DENSITY
HEAVY DUTY
NOTES:
1� IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT SECTION SHOWN.
2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT.
3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04.
4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW.
CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVI
STANDARD AND HEAVY DUTY ASPHALT PAVE NIX 1
2 LAYERS 4" WHITE
STRIPE
FINISHED
DEBAR 0 24" O�C� EACH
6" CEMENT CONCRETE
6' CRUSHED SURFACING BASE
COURSE COMPACT TO 95% MAX
DENSITY
THROUGH
A..
THROUGH JOINT�
SEE NOTE 5
12 1 MAX SLOPE
1'-0" 3��O" MIN WIDTH
FLUSH GONG
VERTICAL CURB 6"
PAVEMENT Z
ADA STALL AND BLOCKOUT STRIPIN 5
1932 FImt Ave
SuIte 201
Seattle, WA 98101
p. 206.725.1211
1 m M 1. 2116.973,5344
engineering pIIcwww.IpdengIneerIng.om
NTS
HEAVY DUTY CONCRETE 2
B 4� C 4�
F9
4� C
12 1 AX SLOPE
DTH PER PLAN 3'-0- MIN WIDTH
N
SECTION A -A
)ER PLAN -CO VERTICAL CURB
C WALK \
SECTION B-B
6' WIDTH PER PIAN
CONC VERTICAL CURB CONC VERTICAL CURB
GONG WALK
1 57
PAV:
EME>
_t 4 61P
SECTION C-C
NO.
REVISION
CW
A
--t
1. METAL POSTS SHALL BE TELESPAR
QUICK PUNCH POST.
2. FOR IN -SIDEWALK INSTALLATIONS,
CORE 4" DIAM. HOLE. ANCHOR LENGTH
MAY BE DECREASED TO 12".
3. POST SHALL BE ROLLED CARBON
SHEET STEEL, ASTM A570 GRADE 50
AND BE HOT DIPPED GALVANIZED
AASHTO M-120 YIELD STRENGTH 60,000
PSI MIN. POST SHALL HAVE 7/16"
DIE -PUNCHED KNOCKOUTS ON 1"
CENTERS FULL LENGTH, FOUR SIDES.
4. ANCHOR SHALL HAVE 4 7/16- HOLES
ONE EACH SIDE 2" FROM TOP END.
FINISH SHALL BE ZINC HOT DIPPED
GALVANIZED MATERIAL TO MEEr ASTM
A500 GRADE B.
5. DRIVE RIVETS TO BE TL3806 3/8"
DIA.
6. CORNER BOLTS TO BE TLCB516M.
EACH PARKING SPACE RESERVED FOR PERSONS
WITH PHYSICAL DISABILITIES SHALL BE
IDENTIFIED BY A REFLECTORIZED SIGN
PERMANENTLY POSTED IMMEDIATELY ADJACENT
TO AND VISIBLE FROM EACH STALL OR SPACE
CONSISTING OF A PROFILE VIEW OF A
WHEELCHAIR WITH OCCUPANT IN WHITE ON
DARK BLUE BACKGROUND. THE SIGN SHALL
NOT BE SMALLER THAN 70 SQUARE INCHES IN
AREA AND SHALL BE CENTERED ON AND JUST
BEYOND THE FRONT EDGE OF THE PARKING
STALL. SIGNS MAY ALSO BE HUNG ON THE
WALL AT THE INTERIOR END OF THE PARKING
SPACE. SIGN MOUNTING HEIGHT SHALL BE 60
INCHES ABOVE THE PARKING SPACE FINISHED
GRADE.
AN ADDITIONAL SIGN SHALL ALSO BE POSTED,
IN A CONSPICUOUS PLACE, AT EACH ENTRANCE
TO OFF-STREEr PARKING FACILITIES, OR
IMMEDIATELY ADJACENT TO AND VISIBLE FROM
EACH STALL OR SPACE. THE SIGN SHALL BE
NOT LESS THAN 17 INCHES BY 22 INCHES IN
SIZE WITH LETNERING NOT LESS THAN 1 INCH
IN HEIGHT, WHICH CLEARLY AND
CONSPICUOUSLY STATES THE FOLLOWING:
�wlllllpl -SIGN POST SQUARE "UNAUTHORIZED VEHICLES PARKED IN
BOLT , /
SEE NOTE 7 2" X 2", 14 GAUGE DESIGNATED DISABLED PARKING SPACES NOT
P QUICK PUNCH DISPLAYING DISTINGUISHING PLACARDS OR
2
GROUND SURFACE LICENSE PLATES ISSUED FOR PHYSICALLY
DISABLED PERSONS MAY BE TOWED AWAY AT
J�
OWNER'S EXPENSE. TOWED VEHICLES MAY BE
RECLAIMED AT OR
Tlft I . / OR BY TELEPHONING
LLOWER
4L]
SIGN POST
SUPPORT
15" X 2.5 O.D.
20
7 GAUGE, 24"
fm
LENGTH
SEE NOTE 5
SIGN ASSEMBLY
LOWER SIGN
POS
POST SUPPORT
0
0
(�SIGN
DRIVE RIVET OR
0
0
HEX BOLT (TYR)
0
0
0
0
BOLT STOP FOR
0
0
SIGN POST
BY I DATE I APPR
L90MMIC VIEW
Apj
"s 3
ADA SIGN w/PoST
TRUNCATED DOMES
DETECTABLE WARNING. TWO
OPTIONAL LOCATIONS SHOWN.
INSTALL IN LOCATIONS SHOWN
ON PLANS
�lm
F N� � 1�
S� �RDI�y
'ITS 6
ARALLEL RAMP
CITY OF
RENTON
Planning/Building/Public Works Dept.
DUMMY JOINT @ 20' O.C. 3/16"xl-
1/2- PREMOLDED GONE MASTIC JOINT
STRIP (SAWCUT JOINT @ CONTRACTOR'S
OPTION)
BROOM--,,,,� 4" MIN CONCREFE
FINISH
4 MIN CRUSHED
POP COURSE
NOTE
1. MINIMUM CONCRETE 3000 F.B.I. (5 1/2 SACK).
2. PLACE TOOL JOINTS ON WALKWAY WITHIN ROW TO MATCH EX SIDEWALK SCORING
PATTERN. TOOL JOINT ON -SITE SHALL BE PER SHEEI LOU.
3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT WITHIN WALK
TO CORRESPOND TO JOINTING PER LANDSCAPE.
4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH
EXISTING SCORING PATTERN & CONCRETE FINISH,
CONCRE
CONCRETE WALKWAY 4
"' 7
ASPHALT/CONCRETE TRANSITION
R-419261
7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
MSiDD004/13/2022
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NEW ELEMENTARY SCHOOL #16
1075 DUVALL AVE NE
04 MAR 2022
mo�
RENTON, WA 98059
PAVING DETAILS
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