PW-18-24864�
0."', ■ ■■■
4111 D 2001 Less Than
2001
ROAD
WORK
AHEAD
400' � 50'
200' 20'
ROAD More Than
WORK C 1001
AHEAD
• ■v
• • • • • • • • • ROAD
• • • • • • • WORK
• • • • � • • • • • AHEAD
•
2001 200' 4001
H�
ROAD
WORK
AHEAD
200' 409
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT, WORKERS
OR THEIR ACTIVITIES ENCROACH ON THE
PAVEMENT REQUIRING THE CLOSURE OF ONE
TRAFFIC LANE, FOR WORK AREAS LESS THAN
100' DOWNSTREAM FROM AN INTERSECTION
FOR A PERIOD OF MORE THAN 60 MINUTES.
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT, WORKERS
OR THEIR ACTIVITIES ENCROACH ON THE
PAVEMENT REQUIRING THE CL05URE OF ONE
TRAFFIC LANE, FOR WORK AREAS 200' OR
MORE DOWNSTREAM FROM AN INTERSECTION
FOR A PERIOD OF MORE THAN 60 MINUTES,
4. Flaggers shall be in sight of each other or in direct 9. Use Temporary Raised Rumble Strips in accordance with Index 603.
DURATION NOTES
communication at all times. Placement of Rumble Strips and additional signs should begin at
SYMBOLS
GENERAL NOTES
®
Work Area
1. Work operations shall be confined to one travel lane, leaving
5. The FLAGGER legend sign may be substituted for the symbol sign.
I ROAD WORK AHEAD sign may be omitted if all of the following
FY 2017-18
pppTT
the opposing travel lane open to traffic.
INDEX
NO.
conditions are met:
■
Channelizing Device (See Index No. 600)
6. The maximum spacing between devices shall be no greater than 25.'
605
1 Of 1
2. When vehicles in a parking zone block the line of sight to TCZ
a. Work operations are 60 minutes or less.
Work Zone Sign
signs or when TCZ signs encroach on a normal pedestrian
7. For general TCZ requirements and additional information, refer to
b. Speed is 45 mph or less.
walkway, the signs shall be post mounted and located in
Index No. 600.
C. No sight obstructions to vehicles approaching the work area for
accordance with Index No. 17302.
a distance of 600 feet.
[]O
Flogger
�-
8. The two Channelizing devices directly in front and directly at the
d. Vehicles in the work area have high-intensity, rotating,
3. If work area is confined to an outside auxiliary lane, the work
end of the work area may be omitted provided vehicles in the work
flashing, oscillating, or strobe lights operating.
b
Lane Identification + Direction of Traffic
area shall be barricaded and the FLAGGER signs replaced by
area have high-intensity rotating, flashing, oscillating, or strobe
e. Volume and complexity of the roadway has been considered.
ROAD WORK AHEAD signs. Flaggers are not required.
lights operating.
4. Flaggers shall be in sight of each other or in direct 9. Use Temporary Raised Rumble Strips in accordance with Index 603.
communication at all times. Placement of Rumble Strips and additional signs should begin at
FLAGGER sign location.
LAST
REVISION
DESCRIPTION:
�,
FY 2017-18
pppTT
TWO-LANE, TWO-WAY, WORNEAR IINTERSECTIION
INDEX
NO.
SHEET
NO.
07/01/15
,r DESIGN STANDARDS
605
1 Of 1
/
934
f
9701
,4� �P
` 948 960 990
9655
1002 1020 1032 1058 1076
+(tIP 0tic. I1 5, OL NE 9TH
W E,
50' TOTAL_ u_ res vi
�,
1025 1045 1055 — — , — — , s ,
1015 �� TO' ED BY
-_NE-97-TH-ST-------
t� 1� 1026 1044 1064 1084
2 I�
S �
1041 1055
E:
973 987 � Q
LOCATION MAP
FLXL LAW
• ....�..
Srfp" ASPHALT
'. MPLAmoiT BASE : ...,.,
• OE11 MAM W• i s • t1DTH 1 r
00
••••• 1 1Y
�...•
00
• REaTORATrome OF ROAD CUT
•0•00�FOR:U.-N4TY CROSSING
GENERAL*NOfiES
1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE
THICKNESS OF THE BASE. MIN. 8" AND MAX. 18-
2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT)
LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98X OF
MAX. DENSITY PER AASHTO T-180
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED
4. SURFACE MATERIAL SHALL BE CONSISTENT NTH SURROUNDING SURFACE
MATERIAL (1.5' MIN. THICKNESS)
5. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE
CONTENT OF 70X (60X FOR LOCAL STREETS)
6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES
LEGEND
-
f CENTER UNE
M MONUMENT UNE
R1W RIGHT OF WAY
P/L PROPERTY UNE
E.O.P. EDGE OF PAVEMENT
T. T, TAPPING TEE
E.F.V. EXCESS FLOW VALVE
SVC SERVICE UNE
PE PLASTIC
STM. SEW. STORM SEWER
DATE
BLDrz SEPT 1 1
37.5 SU ECT I"O CChIPI_If ICE
U, H All FE ER
STATE AN,) trC i�N',°{ �UL_S AP D REGULA-rjo� S
23' Nff F..I Ur
. 5l C6ofe Is,"-, .. _ � .. NO CAP
N P/LT �', FOuND
S DRILL HOLE
>ra R E C E t V E v"-' ` PROP. GAS`S !.
RISER
m SEP 19 2018
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GAS MAIN /. • �_ _ . _
PL
SOD RESTORATION DETAIL a 1
ONE STORY 1
P.=250
rT=24 7
d
CW3515'
N
E
SCALE:1'=20'
i
60'
1
30'
24
13 o i o
LijW I w
121 CL
SCALE NOT TO SCALEI SINGLE FAMILY
RESIDENCE f i I 2.4'
pool
#990 s P` '
SVC FV9
ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE lid -FL: 60 �
CONSIDERED APPROXIMATE & �.
SHOULD BE VERIFIED BY THE ' I r, I `^ O f`f
CONTRACTOR PRIOR TO THEPpLVERS' .t ?� — f z I
START OF WORK OPERATIONS. t C F:,!
PROP. 3/4 t. L. GAS ;d_ 11L IN SVC. TI
SVC. TO BE . PAS 'I-!
GAS MAIN
T DIRECTIONAL WI T T. TIE. F. V.
Q Iuewn>✓ BORED
33CL
LA2' 30'
UT
15ALLEY(N.A.F.)
EXIST. 2" P. E. GA
- = MAIN 1-3
1
1
1
1
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