HomeMy WebLinkAbout06050019.19Adapter Assembly
y -
Min. 6 "x24' Extruded
Aluminum With Doublefaced
Green Reflectorized Background
Per Standard Specifications
Sec. 912.10 And 4' Minimum
White Letters With White Borders
3 Ibs /fL Galvanized
Channel Sign Post Per
Standard Specification
Sec. 909.14(0) ------
F_
b1lp.
t .. x
I -I� ° o
r V C-
Driven Or Set In •. G -� t p; •y
Compacted Backfill -• �� ,
CITY OF CARMEL STANDARDS
STREET NAME SIGNS
REVISED
FIGURE
10 -20
Eorti
PIPE UNDERDRAIN
(Typicol Instollotions)
NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17
OF STANDARD SPECIFICATIONS.
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED
BY THE ENGINEER.
Scale: 1'= 1' -0"
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN REVISED___ _
FIGURE
10 -9
SAW CUT FOR �-- EARTH
CLEAN BREAK GRADE F F;F
EXISITING � �- 1.5" H.A.C. SURFACE � � h'8 ANC
PAVEMENT
+
1 -0" MIN.
BOTH SIDES
OF TRENCH
NOTF
1. NEW SURFACE IS TO BE SLOPED AT THE
SAME RATE AS THE EXISTING SURFACE.
2. EXISTING PAVEMENT IS TO BE SAW CUT FOR
A CLEAN BREAK.
3. TRENCH SPOIL IS TO BE REMOVED FROM SITE.
4. 1.5" HAC. #11 SURFACE.
5. BITUMINOUS TACK APPLTO AS PER - INDIANA
DEPT. OF HIGHWAYS STANDARD SPECIFICATION
409 & 902.
6. ALL LANE MARKINGS, STRIPING, STOP BARS.
ETC. DISTURBED OR REMOVED DURING
EXCAVATION ACTIVITIES, SHALL BE RETURNED. TO
THEIR ORIGINAL CONDITION,
7. PLAIN CONCRETE IS TO BE FINISHED 1.5'
BELOW THE EXISTING PAVEMENT.
8. CUT SHALL BE STEEL PLATED DURING
CONCRETE CURE TIME AND UNTIL ASPHALT IS
APPLIED.
0
(
----12" THICK PLAIN CONCRETE
TO BE FINISHED 1.5" BELOW
THE EXISTING PAVEMENT
FLOWABLE FILL TO BE PLACED
ENTIRE TRENCH TO BOTTOM OF
CONCRETE ELEVATION
ROAD CUT PATCH DETAIL
SCALE: 3/4"=V-0'
in
EARTH
12'
ON_
UNDERCUT Ii.
STONE IF j wl
CONDITIONS)I i '
I
I�
STORM PIPE,
NO SCALE
II '
i
11
Nc
22
5"
'TYI
cc
A�1I II TI — I i(:�l- AC DL-1 A I T
A.C. SURFACE
PREPARED SUB GRADE-- -
COMPACTED PER
SPECIFICATIONS 5" #5D H.A.0 BASE
* 7" #53 COMPACTED -
STONE SUB -BASE
NOTE:
ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
ASPHALT PAVEMENT SECTION
PV-36
NO SCALE FOR LOCAL ROADS
PREPARED SUBGRADI
COMPACTED PER SPECIFIC
PV-360 No SCALE
V ttJJ wnIPACTED STONE SUBBASE
STONE PATH SECTION
PREPARED SUBGRAD
COMPACTED PER SPECIFIC
H.A.C. SURFACE
BINDER
J ffJJ ,,,,'dPACTEU STONE SUBBASE
PATH PAVEMENT SECTION
PV -36),ASPHALT
NO SCALE
15' P VM T '
13 I
;HLLDR.
EX. PVMT.
WIDTH VARIES
%-
/FT
- "IFT
t.� 'i•
J�f
PREPARED SUB GRADE J ` 6" SSD
COMPACTED PER
SPECIFICATIONS V 1.5° #11 H.A.C. SURFACE
* 7" #53 COMPACTED 2" #8 H.A.C. BINDER
STONE SUB -BASE
4" #2 COMPACTED STONE V3" #5D H.A.0 BASE
SHELBORNE ROAD
CROSS-SECTION •A -A"
PV -37 No scALE
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CERTIFIED BY:
�,psg111un1� ,�
C9
ST 'LE qco
No.
3
15179
STATE OF
S�OIN
7 -
Drawn By:
F RANKIN
Checked By:
S TAYLOR
Quality Assurance:
D LACH
Scale:
0 Scale: I'
Sheet
C207
Date
02/28/05
Project Number
010463 -20100