HomeMy WebLinkAboutC6_1 LID Roadway Details2'
SHLD
2'
SHLD
2'
SHLD
22'
2'
SHLD
M
4:1 SLOPE
(2:1 MAX)
LANE
1%
6" POROUS CONCRETE
PAVEMENT OR 3"
POROUS ASPHALT
PAVEMENT
LANE
6" - 1-1/4" CHIPPED
ROCK BASE
12" (MIN DEPTH)
FREE -DRAINING
STRUCTURAL FILL
rl�TYPICAL 13'
4 OZ NON -WOVEN GEOTEXTILE
FABRIC (ALL ROADWAY GRADING
>5%, OPTIONAL ON SLOPES <5%)
4:1 FILL SLOPE
(2:1 MAX)
=III III, _17-77-7
REMOVE 12"±
ORGANIC LAYER
EXISTING GROUND
ROADWAY SECTION
2' 12' 2'
TRAVEL
0 0
0 0
po pp
pp op
po
4:1 CUT SLOPE
(2:1 MAX)
EMERGENCY VEHICLE
(MINIMUM CLEARANCE ZONE)
V 0 17 V V 0 0 , 0 0 , 0 0 , 0, 0, 0 '7 0 '7C
�1'7 17 0 17 V 17 0 17 V 17 0 17 V 17 0 V� 17 V V 17 0 17 V V 0
0 0 0
17 '7 17 17 17 17 17 17 17 17 17 17 17 17 0 1
17'7 17 17'7
0 V 0 V 0 V 0 V 0 V 0 V 0 V 0 V 0 V 0 0 V 0 V 0 V 0
i
NTS
BENCH
BOTH SIDES
4:1 FILL SLOPE
(2:1 MAX)
ACCESS (TYP
NTS
11„„III
3" DEPTH POROUS ASPHALT SURFACE
6" DEPTH 1-1/4" 0 CHIPPED ROCK
12" (MIN DEPTH) FREE -DRAINING STRUCTURAL FILL
EXISTING GROUND (ORGANICS REMOVED)
TYPICAL POROUS ASPHALT SECTION (TYP
ENGINEER: M. BUEHRER
DESIGNED BY.- M. BUEHRER DATE.- 6-26-06
DRAWN BY.- R. KOPKA DATE: 6-26-06
CHECKED BY: M. BUEHRER DATE: 6-26-06
PROD. MNGR: M. BUEHRER
PROD. N0: 445dbg
—07-07 MGS MSB REVISED DETAILS FILE NAME: 445_RPD_Road Detoils.dwg
DATE BY APPR. REVISION SCALE: AS SHOWN
LANE
4:1 SLOPE
(2:1 MAX)
6" POROUS CONCRETE
PAVEMENT OR 3"
POROUS ASPHALT
PAVEMENT
6" - 1-1/4" CHIPPED
ROCK BASE
12" (MIN DEPTH)
FREE -DRAINING
STRUCTURAL FILL
LAN E
4 OZ NON -WOVEN GEOTEXTILE
FABRIC (ALL ROADWAY GRADING
>5%, OPTIONAL ON SLOPES <5%)
4:1 FILL SLOPE
(2:1 MAX)
REMOVE 12"±
ORGANIC LAYER
EXISTING GROUND
TYPICAL 22' ROADWAY SECTION
NTS
CRUSHED F
V/-l1\ 1 /1IVV
MAINTENANCE
PATH
5 CART PATH (TYP)
NTS
° d
VVVVVVVVVVVVVVVV0 0 v 0 v 0 v 0 v 0
' 7 7 7 0 0 7 7 0 0 7 7 0 0 7 7 0 D D 7 7 D D 7 C
000000000000000000000000000
6" DEPTH POROUS CONCRETE SURFACE
6" DEPTH 1-1/4" 0 CHIPPED ROCK
12" (MIN DEPTH) FREE -DRAINING STRUCTURAL FILL
EXISTING GROUND (ORGANICS REMOVED)
TYPICAL POROUS CONCRETE SECTION (TYP
2020 ENGINEERING, INC.
7 700 DUPONT STREET
POST OFFICE BOX 1621
BELLINGHAM, WA. 98227-1621 USA
P: (360) 671-2020
F: (360) 671-0322
E N G I N E E R I N G] www.2020engineering.com
WeFore
7401 CAPE GEORGE ROAD
PORT TOWNSEND, WA 98368
(425) 822-5242
2'
SHLD
4:1 SLOPE
(2:1 MAX)
12'
TRAVEL
=I_a a771_a_a.a
v
'I_III
6" POROUS CONCRETE
PAVEMENT OR 3"
POROUS ASPHALT
PAVEMENT
6" - 1-1/4" CHIPPED
ROCK BASE
12" (MIN DEPTH)
FREE -DRAINING
STRUCTURAL FILL
TYP I CAL 12' O N E-
2'
SHLD
4 OZ NON -WOVEN GEOTEXTILE
FABRIC (ALL ROADWAY GRADING
>5%, OPTIONAL ON SLOPES <5%)
4:1 FILL SLOPE
(2:1 MAX)
ter_-,,�..,__
REMOVE 12"±
ORGANIC LAYER
EXISTING GROUND
WAY ROADWAY SECTION
NTS
PEDESTRIAN
TRAIL
PEDESTRIAN TRAIL (TYP)
NTS
NOTES:
1. FOR ALL POROUS PAVEMENTS, COMPACT SUBGRADE ONLY TO THE
MINIMUM NECESSARY FOR STRUCTURAL STABILITY (92%±). DO
NOT ALLOW HEAVY COMPACTION DUE TO HEAVY EQUIPMENT
OPERATION. THE SUBGRADE SHOULD NOT BE SUBJECT TO TRUCK
TRAFFIC (REFER TO PSAT LID TECHNICAL GUIDANCE MANUAL
SECTION 7.1.2 DESIGN CRITERIA)
2. ALL PAVEMENTS THAT MAY PROVIDE ACCESS FOR EMERGENCY
VEHICLES SHALL BE CONSTRUCTED TO SUPPORT FIRE TRUCK
LOADS.
DISCOVERY BAY GOLF CLUB SHEET:
C6.1
L.I.D. ROADWAY DETAILS
OF
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