HomeMy WebLinkAbout4.04 South Access Driveway1
BEGIN BRIDGE APPROACH ROAD, SEE SHEET 8
� TURNOUT #1
11
>>
CUT BACK SLOPE
TO GENERATE
FILL AS NEEDED
_It U$ t'IJV II
i
OF 15" CSP
20' OF 15"
,
i
i
LVERT
OFIk CULVERT
I
TLS KOUT '' 3
FIL IN LAVIIVLIDE AREA:
AP OX. 2 \,EEP, 80' LONG, 0' WIDE.
REM VE EXI IN TREES, COMCT FILL
TO 9 % MAX. IFIED PROM? DENSITY
NORTH
SCALE: 1"= 100'
PLAJ
- SOUTH ACCESS
\
TURNOUT #4
SCALE: 1"= 100'
N
•
•
i
EXISTING POWER POLE TO BE
RELOCATED BY POWER COMPANY
WIDEN ROAD FOR DRIVEWAY
20' OF 15" CSP CULVERT
PROPOSED DRIVEWAY,
SEE DETAIL
WESTBANK RANCH
SUBDIVISION
12' MINIMUM
(20'-24' AT TURNOUTS)
2% OUTSLOPE
3" OF 3/4" GRAVEL ON 6" OF 3" GRAVEL
ON PREPARED SUBBASE, ALL COMPACTED TO
90% OF MAXIMUM MODIFIED PROCTOR DENSITY
TYPICAL CRC SS-SECTflON - SOUTH ACCESS DRIVEWAY
\
DRAINAGE DITCH :
GRADE TO DRAIN
INTO CULVERT
0
0
\
20' OF 15"
CSP CULVERT
0
0
0
\
NEW GRAVEL DRIVE
0
0
PREHM RANCH PROPERTY
WI
li.
N
N
Sf
NOT TO SCALE
N
EXISTINGOWER POLES TO REMAIN
.\
N
EXISTING TrAJVSF OR)VICF TO OL. RCLOC,t' I ED OY rON;ER CO.
14'-16' WIDE APRON
PAVED WITH 3" ASPHALT
N
NORTH
SCALE: 1 "= 20'
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N/P
O',
DRIVEWAY DETAIL AT OAK LANE
SCALE: 1"= 20'
N
CONSULTING ENGINEERS AND HYDROLOGISTS
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REVISIONS
DATE
BY
DATE
1/2/01
SCALE
1"= 100'
ENGINEER
P. BELAU
DWG FILE
439-SROAD
JOB
439-02
SHEET 7 B
OF 24 SHEETS