HomeMy WebLinkAboutR-432626E
#4 BARS AT 12"
(�
O.C. EACH WAY
(V
CEMENT CONCRETE PAVEMENT
Co
BROOM FINISH
PER PROJECT SPECIFICATION BROOM FINISH
SECTION 321313
FLUSH WITH ADJACENT
O
2" CLR
CRUSHED SURFACING SURFACES ON ALL
1/4" EDGED
GROOVE 2% SLOPE (1/4" DROP PER 1')
(TYP) TOP COURSE SIDES
Q
W
Figure V-11.1. Planting Bed Cross -Section
9 9
a
°
NEW UTILITY
U
a °
° a
z
a Q
. aa
7
LWJJU
= J _
OOpOoO O
ODOp Qa op III
N�o gon°pa pop Oa
oN
EXPANDED POLYSTYRENE
FOAM PAD CUT TO
> o 0 0
i iIIIi i iIIIi i i � I I- � I Ii i iI I 1
> o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
�
> o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SUPPORT TOP PIPE
-
NEW UTILITY
'
CEMENT CONCRETE PAVEMENT COMPACTED SUBGRADE
— I —IIIIIIIIIIIIIIIIIIIII
1 1= 1 1 1= 1 1 1=IIIIII=III—
®�
PER PROJECT SPECIFICATION 95% ASTM D1557
III=I
SECTION 321313 L COMPACTED CRUSHED
COMPACTED SUBGRADE
ETHAFOAM PAD SHALL BE OUTSIDE PIPE DIAMETER X OUTSIDE PIPE
NOTE: SURFACING TOP COURSE
(MIN 95% MAXIMUM DRY DENSITY)
DIAMETER X3 INCHES WHERE OUTSIDE DIAMETER REFERS TO THE
LARGER PIPE
_
1. DEPTHS ARE COMPACTED THICKNESS
CRUSHED SURFACING
BASE COURSE
2. CEMENT CONCRETE SHALL BE CLASS 3000
NOTES:
$„
3. DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT
Loose soil with � �'
MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS
1. DEPTHS ARE COMPACTED THICKNESS
visible dark
4. SEE LANDSCAPE PLANS FOR CONCRETE SCORING AND JOINTING.
2. SEE LANDSCAPE PLANS FOR CONCRETE SCORING AND JOINTING.
organic matter
3. CEMENT CONCRETE SHALL BE CLASS 4000
NTS 1
NTS
NTS A
'�F
Ethafoam Pad--(:
On -Site Concrete Sidewalk
On -Site Concrete Pavement
774411
/
COMPACTED CRUSHED
SURFACING TOP COURSE
Loose or J
fractured
HMA CLASS 1/2"
ASPHALT THICKENED EDGE
subsoil
COMPACTED CRUSHED o Q
24 MIN TAPERED EDGE
SAWCUT TACK AND SURFACING BASE COURSE o o
CRUSHED SURFACING
FINISHED GRADE 1" MIN FINISHED LANDSCAPING GRADE
Reprintedfrom Guidelines and Resources For ImpAementing SollQualityand
DepthBMPT5.13inWDOEStormwaterManagementManualforWestern
MATCH EX ASPHALT > z
Q Q Q
FULL DEPTH 12" _
TOP COURSE
Washington, 2010, Washington Organic Recycling Council NOT TO SCALE
CRUSHED SURFACING
Cross -Section
0 0
0 0 0 0
2" ZIN
40,co N
o
_, _
BASE COURSE
�o °�°
ao o
N )o°°oo°o00PlantingBed
�
DEPARTMENT OF
Revised June 2016
l
Y
� ������� ��� III III o 0 0 0 0 0 0 0 o C
ECOLOGY
—III—III o 0000000�
o o
'
Please see httpYAvww.ecy.wa.gov/copyrighthtmf for copyright notice including permissions,
„
� 12 �� 14
State of Washington
limitation of liability, and disclaimer.
III III
EXISTING ASPHALT III —
/\ \ /\ \ /�
AIL
III=IIIIII=IIIIII=III-III— o 0 0 0 0 0
EX UNDISTURBED PAVEMENT V�
SUB -BASE MUST BE COMPACTED TO
ASPHALT PAVING SUBGRADE
2019 Stormwater Management Manual for Western Washington
95/° MAX DENSITY PER ASTM D 1557 =III —III ��� �� ��� ��� ��� ��� ,
COMPACTED SUBGRADE
(MIN 95% MAXIMUM DRY DENSITY)
SEE DETAIL
COMPACTED STRUCTURAL FILL
Volume V -Chapter 11-Page 930
SUB -BASE (OR EXISTING SUBGRADE)—�—� �� �����
PER GEOTECHNICAL ENGINEER \
NOTE:
�A
_
1. DEPTHS ARE COMPACTED THICKNESS
NOTE:
=1 III III III III III III III III III III
1. FINISHED GRADE OF LANDSCAPING SHALL BE 1" MINIMUM BELOW THE GRADE OF
III III III
-III III III III III III III„
PAVEMENT SUCH THAT DEBRIS/PLANTINGS WILL NOT OBSTRUCT DRAINAGE FLOW
NOTES:
DEPTHS ARE COMPACTED THICKNESS
NTS 5
NTS 6
NTS
NTS n
a
Asphalt Thickened Edge
Compost Amended Soil BMP T5.13
On -Site Asphalt Pavement
Gravel Path
FACE OF CURB
6.5" 1011
R0.5" R11 R11
R1 5 5 2 5 2
FINISH GRADE
ASPHALT PAVEMENT -
-I°I
PAVEMENT ° SEE DETAIL °
�°
R1" R1"
°II
C300 FINISH GRADE
z
0.5" 4 ..a° �. e ~ °° NOTE: DEPTH OF THROUGH JOINT #3 (2'-8") EPDXY
LIjq
° e'a ' . a CONTRACTOR SHALL COATED REINFORCING
°
TOP OF CURB AT 8 ° CONFORM TO WSDOT BARS @ 24" O.C.
DRIVEWAY APPROACH SPEC. 8-04.3 SEE NOTE 1
R-432626
NOTE: IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1. CONTRACTOR MAY USE EPDXY BONDING AGENT, IN PLACE OF #3
Imo-- 8 25 DEFORMED BARS.
12 12
2. CONTRACTOR SHALL CONFORM TO WSDOT SPEC. 8-04.3 DEVELOPMENT ENGINEERING `
msippo 08/07/2025
(TYP) (TYP)
NTS IN
1 11
On -Site Vertical Curb On -Site Extruded Curb
NOTES:
1. STRIPING COLOR SHALL BE "WHITE" AND PAINTED PER PROJECT SPECIFICATIONS
N..]q�,
SURVEYED: SDATE.ALE:
2. STRIPING DIMENSIONS SHALL MEET MUTC SPECIFICATION 3B-18 AND FIGURE 3-14C.
HAZEN HIGH SCHOOL MODERNIZATION
�� � th / HORzoNiA�L:`N oVDs's3j,ss, CITY OF 07.1 1 .2025
N A
FIELDBOOK:
W DESIGNED:AJ
DRAWN: RENTON PAGE:
NTS
3667 ��GDJD/AJJ ONDATUM E INCH DRAWING NO:
IS-F0; � CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
JAJ IF NOT ONE INCH p SITE DETAILS C3��
ss/
On -Site Crosswalk Striping
�G
ANAL E NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
05 29 2025 JAJ 26 OF 7
T
O
N
A
u
O
O
i
CV
Q
J
O
i
cc
`@I