HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 20A
TYPE III BARRICADE
8" height rails (typ.)
Ground line or paving surface.
General Notes
1. Barricades lights, signs, and supports shall meet
NCHRP 350 crash evaluation criteria.
The Detour Arrow sign shall be used only when
a detour route has been signed.
R11-4
Type B lights
ROAD CLOSED
TO
THRU TRAFFIC
DETOUR
in
XM4 -10 (when
required) 0
INDIANA DEPARTMENT OF TRANSPORTATION
TYPE ID BARRICADE
SEPTEMBER 2002
STANDARD DRAWING NO. E 801- TCDV-04
/A/ If L VsCaw
DESMA FIT MAUNA ENGINEER
9034!
DATE
/N Alt tgr4 i 90311!
b AQUA E D Na� NNaiNN ENGINEE DATE
Type A Light
6 to
12 ft
Type A Light
Not Tess than
2ft
Not less than
5ft*
Walkway
Not less than
5ft.
UN- CURBED ROADWAYS
Type A Light
6 to
12ft
Not Tess than
Eft
Paved shoulder
Type A Light
Not Tess than
1 2 it
Not Tess than
5 ft*
CURBED ROADWAYS
In urban districts with sidewalks and or parking, mounting height is not to be Tess than 7 feet
1. See Standard Drawing E 801 TCSN -11 for additional notes
2. Signs, lights, and supports shall meet NCHRP 350 crash
evaluation criteria.
0 An advisory speed plate, required to be placed with
another construction sign, may be mounted on the
post closest to the roadway at a height 4' less
than the minimum mounting heights shown elswhere
Advisory on this standard drawing. The bottom of the construction
spee3_ �slgn warning sign shall not be lower than the top of the
advisory speed plate.
4. Type A warning light required on all construction signs.
GENERAL NOTES
DES
STA
Ground line or
paving surface
TEMPORARY MOUNTED
CONSTRUCTION SIGNS
INDIANA DEPARTMENT OF TRANSPORTATION
TYPICAL CONSTRUCTION
SIGNS MOUNTING
SEPTEMBER 2002
STANDARD DRAWING NO. E 801- TCDV -05
ENGINEER
q/ Ntl rd 1 903011
DESIGN STANDARDS ENGINEER DATE
/a/ MONK K. SAKAI 9a142
CHEF HIGHWAY ENGINEER DATE
XW20 -1 to
XW20 -1 -A
XW20 -2 10
XW20 -4
GENERAL NOTES
1. Sign XW21 -3 -A shall be placed as
directed where road machinery is
operating on or across pavement
open to traffic.
2. See Standard Drawing E 801 TCSN -11
for additional general notes.
INDIANA DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL
SIGNS
JUNE 1995
STANDARD DRAWING NO. E e01- TCSN -01
OTALS Komi T* FO51 1,15 -88
�A`r;•�
No CF Anthony L Urennovich 11-13 -99
095 DES ff.N STAN' A tUS P.NG: NEEN ATI.
STATE
18 r?
N /s/ Firoos Zandi ti-115-99 1,
CRIF' F I[;RNA ti iNEER LATE
GI, STANDARD, EN,,INEFR =NALLY APPNW'E° 7 -03-$
ROAD CLOSED
TO
THRU TRAFFIC
R11 -4
ROAD CLOSED
10 MILES AHEAD
LOCAL TRAFFIC ONLY
R11 -3
ROAD
CLOSED
R11 -2
END
ROAD WORK
XG20 -2a
R5-1 -A O
R5 -1 -B
ROAD
CONSTRUCTION
NEXT 5 MILES
XG20 -1
END
CONSTRUCTION
XG20 -2
O A 28 in. x 10 in. metal plate, covered with federal
orange refelective material with black numerals
designating predetermined distance, may be attached
over the word "AHEAD" to more specifically locate
the subject hazard.
PILOT CAR
FOLLOW ME
XG20 -4
WEIGHT
LIMIT
15 1
1 ■L/
TONS
R12 -1
R12 -1 -A
0
GENERAL NOTES
1. Signs R11 -2, R11 -3, R11 -4, R5 -1 -A and R5 -1 -B shall be
encapsulated lens reflective sheeting background.
2. See Standard Drawing E 801 TCSN -11 for additional
general notes.
INDIANA DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL
SIGNS
SEPTEMBER 1997
STANDARD DRAWING NO. E 8O1- TCSN -04
EETALS PLAN ea FORMAT 11 15 99
y t f' s a b
f No. /ea /Anthony L Un5ovich f1 76 99
wae
DESIGN STANVARDS ENDI. NE.ER
18095
STATE ff
S /e/ Firaua Zandi 11 -15 -99
COIL E aIGIa1Al ENG1NEEP- LATE
111'1 Ar +L.uw ENGINEER 09G•5LLY 1PRRGV11) 9-0197
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