HomeMy WebLinkAboutD-373114r
I VARIES
VARIES
VARIES VARIES VARIES
�0'
TO 6'
6' TO 0'
SEE PAVING PLANS
6' TO 0' 0' TO 6'
S'
5' 7.5'
M
r-�
CEMENT CONCRETE
DRIVEWAY ENTRANCE
VARIES 6" CEMENT
6" TO 0" CONCRETE
6" CEMENT
N
p
EXISTING
DRIVEWAY _ VARIES _
2% CONCRETE
a°°°a°a°° °°°
° °° °°°
4" CSBC
(TYP) SECTION A
ORMENT HMA DRI EWAY, AS CRETE*
(TYP)
4" CSBC
-
PER PLAN
SECTION
SCALE: NTS
C
SCALE: NTS -
6' VARIES
6'
TYPICAL PERVIOUS
* 3/8" EXPANSION JOINT PER
WSDOT STANDARD PLAN F-30.10
SEE PAVING PLANS
CONCRETE SIDEWALK
CEMENT CONCRETE
6" CEMENT
4" PERVIOUS CEMENT
DRIVEWAY ENTRANCE
CONCRETE
CONCRETE SIDEWALK
5' PLANTER
SECTION
4 CSBC
* (TYP)
B
AGGREGATE BASE
6'
VARIES 6'
SCALE: NTS -
SEE PAVING PLANS
3 0%
�
m
CUT 2%
CEMENT CONCF
OR HMA DRIVE\
PER PLAN
CEMENT PERVIOUS
CONCRETE CONCRETE SIDEWALK
° p
CEMENT
'CONCRETE
° DRIVEWAY
ENTRANCE,
p
,
..
L CEMENT CONCRETE L PLANTER
DRIVEWAY ENTRANCE CEMENT CONCRETE
CURB AND GUTTER
PLAN DRIVEWAY ENTRANCE AND
CONNECTION TO SIDEWALK DETAIE(-T-�
SCALE: NTS C-8
3;1
CONSTRUCTION
GEOTEXTILE -yl
FOR UNDERGROUND L_- _ -J
DRAINAGE, CLASS A - III III,
MODERATE
SURVIVABILITY,
PER NOTE 4
COMPACTED SUITABLE
BASE MATERIAL AS
PER NOTE 1
4" PERVIOUS CEMENT
CONCRETE
MINIMUM 8" AGGREGATE BASE
WITH A LEVEL BOTTOM
1/2" LIP
- DEPRESSED CEMENT
CONCRETE CURB
& GUTTER
NOTES:
1. THE SUBGRADE SHOULD BE COMPACTED TO 90 TO
92 PERCENT STANDARD COMPACTION OR AS APPROVED
BY THE ENGINEER.
2. INSPECTION REQUIRED FOR FORMS AND SUB GRADE
APPROVAL BEFORE POURING CONCRETE.
3. MATCH JOINTS ON SIDEWALK WITH JOINTS ON
THE CURB AND GUTTER AT 10' O.C.
4. APPLY SEPARATION GEOTEXTILE ON SIDES. EXTEND
GEOTEXTILE ABOVE PERVIOUS CONCRETE SIDEWALK.
AFTER PAVEMENT HAS CURED AND ADJACENT FINISHED
GRADE HAS BEEN STABILIZED, TRIM SEPARATION
GEOTEXTILE TO BOTTOM EDGE OF SIDEWALK.
5. FOR PERVIOUS CONCRETE SIDEWALK TRANSITION AT
DRIVEWAY, SEE e
SECTION
SCALE: NTS
4" PERVIOUS CEMENT
CONCRETE SIDEWALK
MINIMUM 8" AGGREGATE BASE
WITH A LEVEL BOTTOM
VARIES
TYP
15' BERM, PER NOTE 1
ON CENTER
1:1 (TYP) 0
PERVIOUS CONCRETE
SIDEWALK DETAIL rf�
SCALE: NTS C-� j 9
�i
RECOMMENDED o NSA EAS NOTED °"1ONi ws�^'�' i9 05/05/2017
FOR APPROVAL �, cvcxmg HORN CITY OF HARRINGTON AVENUE NE PHASE II `�°°"
BY . wi soN RENTON SUNSET COMMUNITY -GREEN CONNECTIOI\I1 chzlmslm By xEDE. EVANS� Planning/Building/Public works Dept. PAVING DETAILS �WICxo 10
o � NO, REVISION BY DATE APPR sc.�e ..cc°xoixar e
D. ATCHISON m. 14 °r.�4
D-373114