HomeMy WebLinkAboutR-419263C4
0)
c:)
qct
0
FNISHED GRADE
ILL!
5-1/2"
SLOPE VARIES
2' MINIMUM
1-R.
00 �O 0
, 6 �0
ASPHALT
FLUSH
0
�Q)a DISTURBED PAVEMENT
PAVEMEN T
6-FOOT WIDE
CURB
0 00� 0 SUB -BASE MUST BE
RECYCLED PLASTIC
L 00 L106 COMPACTED TO 95% MAX.
WHEELSTOP (GREY)
DENSITY PER ASTMI D1557
SUBGRADE
COMPACTED 4" CRUSHED SURFACING BASE COURSE*
SLOPE VARIES
TO FIRM AND PER WSDOT SECTION 9-03.9(3),
PAVEMENT
UNYIELDING COMPACT TO 95% MAX DENSITY
PER
CONDITION
PLANS
12" GRAVEL BORROW PER WSDOT
2 #4 GOUT CAST -IN -PLACE
ASPHALT PAVEMENT
To" MIN
SECTION 9-03.14(l), COMPACT TO 95%
CONCREOE
EMBED
MAX DENSITY OR EX SUBGRADE
A
MOISTURE CONDITIONED COMPACTED TO
1� 114
to"
95% MAX DENSITY PER ASTM 01557
7-31/4" 4" MIN CRUSHED SURFACING
#3 REBAR PRE -DRILL_z
NOTES
TOP COURSE
5/8- HOLE & FILL
W/ EPDXY
1� IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE
CONSTRUCT SECTION SHOWN.
1 - #4 CONT, CAST -IN -PLACE
2. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH
CONCRETE
GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS
COMPACTION REQUIREMENTS PRIOR TO PAVING.
4" MIN CRUSHED SURFACING
3. UTILIZE CRUSHED SURFACING TOP COURSE FOR WALKWAY.
TOP COURSE
NTS
NTS
WS
GRAVEL WAUKWAY/DRIVEWAY
CONCRETE VERTICAL CURB
WHEEL STOP 3
FLUSH CONCRETE C
AT'ACH SIGN WITH
2 DRIVE RIVErS
SEE NOTE 6
MEFAL POST NOTES:
1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST.
CORNER 2" X 2", 14 GAUGE 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1' BANDS OF RED AND
SEE NOTE QUICK PUNCH WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED.
2'P GROUND SURFACE 3. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" LIAM. HOLE. ANCHOR LENGTH MAY BE
DECREASED TO 12"
t
4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT
8.
t LOWER SIGN POST SUPPORT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL
2.5" X 2.5 O.D. HAVE 7/16'p DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES.
1' TAPER
22" 7 GAUGE. 24" LENGTH
l'-6'
VERTICAL CONCRETE C DO
SEE NOTE 5 5. ANCHOR SHALL HAVE 4 7/16- HOLES ONE EACH SIDE 2- FROM TOP END. FINISH
1
SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B.
PAVEMENT
3
2� FINISH GRADE
2f 6. DRIVE RIVERS TO BE TL3806 3/8" DIA.
)/2"R
[ASPHALT
2 CUBIC FT. CONCRETE
_F
7. CORNER BOLTS TO BE TLCB516M.
EXISTING—\
SQUARE METAL
SIDEWALK
PI
SAWCUT
POST
24
-------
1' MIN
SIGN INSTALLATION NOTES —
l'-5pp
EXISTING ASPH
1. SIGN SHEETING REQUIREMENTS 3M DIAMOND GRADE DO REFLECTIVE SHEETING OR
APPROVED EQUAL, STOP, YIELD, KEEP RT, TURN RESTRICTION, LARGE ARROW,
CHEVRON, CURVE/TURN WARNING, FEE & ADV RED CROSSING, SCHOOL AND ADV
FAG�E'C�F
SCHOOL CROSSING, STOP/YIELD/SIGNAL AHEAD, OBJECT MARKERS, END OF ROAD
WEAKENED PLANE
JOINT EXISTING
MARKER, ALL STREEr NAME SIGNS, ALL MAST ARM OR OVERHEAD MOUNTED SIGNS.
VERTICAL CURB
NTS
ALL OTHER SIGNS SHALL HAVE 3M HIGH INTESITY PRISMATIC SHEETING, APPROVED
CURB TAPER
EQUAL.
2. SIGN HEIGHT - (EXCLUDING ADA SIGNS)
7' FROM B070M OF SIGN TO STREEr OR SIDEWALK, 6' FROM BOTTOM OF
LOWER SIGN FOR MULTIPLE SIGNS ON ONE POST. EXCEPTIONS ONLY AS ff TIRE
R-419262
SPECIFICALLY STATED ON PLANS OR APPROVED BY THE ENGINEER. SIGNS SHALL BE BY 18m LANE -NO PARKING" PER CITY ORDINANCE. CONTRACTOR SHALL
SUBMIT A MOCK UP OF ALL MODIFIED SIGNS TO OWNERS REPRESENTATIVE FOR APPROVAL PRIOR TO
3. FIRE LANE MOUNIING SHALL BE AS ORDER OR PURCHASE OF SIGNS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FOLLOWS
DEVELOPMENT ENGINEERING
A. 60 INCHES TO TOP OF SIGN WHERE MOUNTED ON BUILDING OR NOT
LOCATED ADJACENT TO PEDESTRIAN WALKWAY
B, 80 INCHES TO TOP OF SIGN WHERE LOCATED IN OR ADJACENT TO
msippl
PEDESTRIAN WALKWAY.
4� ADA SIGN MOUNTING 5' FROM ELEVATION OF PARKING SPACE MEASURED TO
B070M OF SIGN IN ACCORDANCE WITH ICC/ANSI A 117.1-2003 SECTIONS 502
5.
7
& 503 SITE SIGNAGwEs
CONCRETE
ROLLED CUII
A111110I
CITY OF
NEW ELEMENTARY SCHOOL #16
1075 DUVALL AVE NE
WE
04 MAR
2022
19
Su3jt2 F Ne Ave
e 201
Seattle, WA 98101 PERMIT SUBM17AL 18/27/211
Imm
mo�
RENTON
P�l
1
p. 206.725.1211 PERMIT RESUBMITTAL
qe4/ONA
RENTON, WA 98059
f. 2G6.973,5344 PERMIT RESUBMITTAL
3/4/22
1
Planning/Building/Public Works
Dept.
PAVING DETAILS
C4.7
engineering pIIcwww.IpdengIneerIng.om L NO. REVISION
BY
DATE
APPR
63
147
0
C)
C)
.j
CD
0
CD
CD
I
0
c%lj
rA,
rfil
0')
GO
N
qqT
c:)
cl)
X61,
U)
F
z
DILI
m
0
0
w
CL