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DRIPUNE -
- DRIPUNE
�- ORANGE PLASTIC FENCING
INSTAU.ED AT THE DRIPUNE
TREE AND SHRUB PRESERVATION
WITH TEMPORARY FENCING
LS -15 NO SCALE
IMPERVIOUS FILL
12" DEEP
SEED 4:1 MAX- CAP UNIT
INSTALL USING ADHESIVE
CURB AND GUTTER
6" TOPSOIL I
SEGMENTAL RETAINING WALL.
CONSTRUCT A 3 /'/COURSE MAX.
GEOGRID REINFORCEMENT DRAINAGE AGGREGATE BATTER ON THE FACE OF THE WALL.
12" THICK MIN. k I
CLOSED FACE
WALL SYSTEM (TYP.)
1.5" H.A.C. #11 FILTER FABRIC J SEED
i 4:1 MAX.
2"H.A.C.BINDER#9
4" 0 PERFORATED DRAIN PIPE
PREPARED SUBGRADE 3" H.A.C. #5D BASE
WRAPPED OUTLET AT ENDS OF WALL \
\,
'
LEVELING 6" MIN.
COMPACTED PER SPECIFICATIONS 7" #53 COMPACTED STONE
CA -6 OR CONCRETE
PA -1R I ASPHALT PAVEMENT SECTION WITHIN THE RIGHT -OF -WAY RW -1 TYPICAL RETAINING WALL
SCALE: NONE SCALE: NONE
Bond Breaker, Min. 15# Preformed Joint
Roofing Paper Filler, Full Depth
20' Max.
12' Min.
1' Min.
._ .L. --L- _j_ _-L
Min. 6'
Conc. Sidewalk 5 Topers Plain 1 in 2
Concrete
Standard Roil Curb
Joint 11f Deep �
Other .oints As Required
_ I
.I
RESIDENTIAL DRIVE WITH ROLLED
CURB AND GUTTER WITH SDEWALK
GENERAL NOTES:
1. SUBGRADE UNDER ALL CURBS, SIDEWALKS AND DRII%S SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
STANDARD AND SHALL BE CONTINUOUS ACROSS THC DRIVEWAY.
CITY OF CARMEL STANDARDS
RESIDENTIAL DRIVEWAYS REVISED
FIGURE
10 -17
Existing Ground Line
Bond Breaker 6f Min. 1'
15# Roofing Variable
Paper Min. A ¢•
Slope Y4"/ft.
Curb A . + 2:1 Max. Slope
. ' Compacted Sugrade
Variable �-- Existing Ground
- •Compacted
Granular ?
Backfill Existing Ground Line
Bond Breaker
DETAIL A•-A
Scale: 27= 1' -0"
NOTE: SIDEWALKS BUILT WITH DRIVEWAYS SHALL H,VE MINIMUM THICKNESS
OF r OR THICKNESS OF DRIVEWAY, WHICHEVER IS. GREATER.
Scale: = 1' -0"
CITY OF CARMEL STANDARDS
SIDEWALK NEXT TO CURB REVISED
'FIGURE
10--15
Back Of •
Graded-Lawns
•• s • • •• Soil
Backfill
Prepared Subgrade
TYPICAL SIDEWALK SECTION
NOT TO SCALE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6" IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD* SPECIFICATIONS.
Tooled Or Sawed Joints 4 Thickness
Class "A; Concrete!"..'.-
oncrete ! " .` • ' - :`
4" Minimum
Sidewalk Built With Driveways Shall Have Minimum Thickness
Of Or Thickness Of Driveway Which Ever Is Greater.
CONCRETE SIDEWALK
NOT TO SCALE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS REVISED
FIGURE
10 -14
When Constructed With
Existing Pavement, Replace
With Thickness Meeting
Minimum Standard
Pavement
" Min
Compacted Granular
Backfill
Wide Enough --
For Mechanical
Compaction
Edge, !/47R.
Top Soil
(V
N
__ - H)
Compacted
Backfill
6" Min Closs' "A" Air — entrained
Concrete
i
Fa
O
U
6
F-
d
8
r�
C o
Top Soil
\ \ a Low Point
Compacted a p
Backfill \ j/ Class "A" Concrete 0 u_
o
UJI
Q
LU
tom/ a
� Compacted Subgrade u)
or Aggregate Base z
24" Minimum a
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE.
CURE ALL EXPOSED SURFACES.
Eartl
U 0')
O N
L < v-
CIO M
CO
CU
O O
Z (ca.
W M
VJ Co
Ch M
DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Z
{
CITY OF CARMEL STANDARDS
CONCRETE ROLL CURB & GUTTER
z
O
H
o_
V
U)
W
0
W
Q
a
W
a-
Z
Z
W
c
•
�
a
o
-°� -�
IIIIIIIIIII W
;n
y
Spacing Between
C
0
U.
a
o
z H V
2 E, N
N
N
Transverse Joints
N
W
p
c
o
c o
m -Qiao
Shall Not Exceed
w
111111
>=
1.25 Times Width
a
Tooled Or Sawed Joints 4 Thickness
Class "A; Concrete!"..'.-
oncrete ! " .` • ' - :`
4" Minimum
Sidewalk Built With Driveways Shall Have Minimum Thickness
Of Or Thickness Of Driveway Which Ever Is Greater.
CONCRETE SIDEWALK
NOT TO SCALE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS REVISED
FIGURE
10 -14
When Constructed With
Existing Pavement, Replace
With Thickness Meeting
Minimum Standard
Pavement
" Min
Compacted Granular
Backfill
Wide Enough --
For Mechanical
Compaction
Edge, !/47R.
Top Soil
(V
N
__ - H)
Compacted
Backfill
6" Min Closs' "A" Air — entrained
Concrete
i
Fa
O
U
6
F-
d
8
r�
C o
Top Soil
\ \ a Low Point
Compacted a p
Backfill \ j/ Class "A" Concrete 0 u_
o
UJI
Q
LU
tom/ a
� Compacted Subgrade u)
or Aggregate Base z
24" Minimum a
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE.
CURE ALL EXPOSED SURFACES.
Eartl
U 0')
O N
L < v-
CIO M
CO
CU
O O
Z (ca.
W M
VJ Co
Ch M
DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Z
{
CITY OF CARMEL STANDARDS
CONCRETE ROLL CURB & GUTTER
z
O
H
o_
V
U)
W
0
W
Q
a
W
a-
PIPE UNDERDRAIN
NOTES:. IF SIDEWALK IS PLACED BEHIND CURB, SEPARATE WITH (Typical Instollotions)
BOND BREAKER, MINIMUM 15# ROOFING PAPER.
CURE ALL EXPOSED SURFACES INCLUDING SIDES WHEN NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17
FORMS ARE REMOVED. OF STANDARD SPECIFICATIONS.
FOR SLIP FORM CONSTRUCTION, FACES MAY BE BATTERED..
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED
BY THE ENGINEER.
Scaler 1 3�" = 1' -0" Scale: 1,=' 1' -0"
CITY OF CARMEL STANDARDS CITY OF CARMEL STANDARDS
STRAIGHT CONCRETE CURB REVISED SUBSURFACE DRAIN REVISED_______
FIGURE , FIGURE
10 -13 10 -9
Z
Z
W
z
6
o
a
o
IIIIIIIIIII W
OV
Q
W
U.
a
o
z H V
2 E, N
-
>Z
w
111111
�
IIIIII
W
p
Q
m -Qiao
Scale: 1= 1' -0"
w
111111
IIIIII�
o?�v�
a
����
(III
IIIIIII�
=Jnz�LU
0 LU
IIIIIII
~ = 0
LLI
< rn Z W U
Z
CL
W=
C z Uj U
REVISED _____ ---
g
IIIIIIIIIIIIIII)
Uj
W
FIGUR'F
Q
'
10 -10
w
PIPE UNDERDRAIN
NOTES:. IF SIDEWALK IS PLACED BEHIND CURB, SEPARATE WITH (Typical Instollotions)
BOND BREAKER, MINIMUM 15# ROOFING PAPER.
CURE ALL EXPOSED SURFACES INCLUDING SIDES WHEN NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17
FORMS ARE REMOVED. OF STANDARD SPECIFICATIONS.
FOR SLIP FORM CONSTRUCTION, FACES MAY BE BATTERED..
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED
BY THE ENGINEER.
Scaler 1 3�" = 1' -0" Scale: 1,=' 1' -0"
CITY OF CARMEL STANDARDS CITY OF CARMEL STANDARDS
STRAIGHT CONCRETE CURB REVISED SUBSURFACE DRAIN REVISED_______
FIGURE , FIGURE
10 -13 10 -9
EMH &T JOB NO.
2004 -1997
DATE:
02 -25-05
SCALE:
AS NOTED
SHEET No
C2.2
Z
W
z
a
0
OV
Q
W
y
O
>Z
w
L
�
W
p
OQ
�-
2
W
W
Z
U
J
LLI
W
CL
EMH &T JOB NO.
2004 -1997
DATE:
02 -25-05
SCALE:
AS NOTED
SHEET No
C2.2