HomeMy WebLinkAbout4.01 Access Road Turn OutsTURNOUT #2
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END GUARDRAIL WITH A
BUFFER TERMINAL SECTION
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e
TURNOUT #1,
CONSTRUCT DITCH
AROUND TURNOUT
UT
1
60—FOOT COUNTY ROAD RICHT-0- WAY
1
1970 frET OF WEATHERING EEL
tAl_ R F A GUARDRAIL 1! to/i= 1- R I I (`
A V EA,tY1 ' ' A T 1�,1 1 1 L1 \ I 1 \ V
6'-3" C TRS
STEEL'POSTS ATyN
T. 1--� l. 1 1% T� A _ 1 i 1} l r l r A 1 1 R 1 TAT IOP UI- FROADW r EMSANtEIN 1.
INST LL REFLECTORS ON -GUA',DRAIL.
1
15": CSP CULVERT
r'U
SCALE:1 "= 100'
CESS ROAD PLAN
UNtY ROAD 163
TURNOUT #3
r
15" CSP CULVERT
r
S ALE: 1"= 100
PREHM RAH PROPERTY LIN .
END GUARAIL WITH A
BUFFER TE41 L SECTION
EXISTING TE
TURNOUT #3
COUNTY ROAD 163
PREHM RANCH PROPERTY LINE
15" CSP CULVERT
TURNOUT #4,
CONSTRUCT DITCH
AROUND TURNOUT
EXISTING GATE
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,,max
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-0
PROPOSED TURN—AROUND
NORTH
SCALP: 1". 1 nn'
NEW BRIDGE
ACCESS ROAD PLAN
WITHIN PREHM RANCH
SCALE: 1 "= 100'
0
10
i
I� I
24'
0
0
10
1970 FEET OF !ALETI— RII\ G CT T 1
1 1 1 1 L. 1\ 1 1 \ .J
W—BEAM GUARDRAIL ON WEATHERING
STEEL POSTS
UJTS A T C-3'
—3iCENrERS
AT TOP OF ROADWAY EMBANKMENT.
INSTALL REF LEC; I OHS ON GUARDRAIL.
FILL IN DITCH FOR THE
REQUIRED ROADWAY WIDTH
RECONSTRUCT THE DRAINAGE
DITCH AROUND TURNOUT OR
INSTALL 30 FEET OF 15"
CSP CULVERT AT 1% GRADE
A S .S1 --I OWN OM SI TE ?L\M
r- s.J ..J 1 1 V I T 1 V 1 4 1 1 L. 1
TYPICAL TUFN-OUT PLAN
1.5' DEEP DITCH
WHERE REQUIRED
SCALE: 7 "= 20'
3" OF 3/4" 3RAVEL ON 9" OF 3" GRAVEL
ON COMPACED SUBBASE, ALL COMPACTED TO
90% OF MA)AUM MODIFIED PROCTOR DENSITY
ESdING GRADE
PROPOSED
GUARDRAIL
TYPICAL TURN -OR CROSS-SECTION
SCALE "= 20'
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i
11
1
REVISIONS
DATE BY
DATE
1/2/01
SCALE
1 If
I
100'
ENGINEER
P. BELAU
DWG FILE
439—CR 163
JOB
439-02
SHEET
OF
24 SHEETS