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PAVEMENT SURFACE
PLACE EXPANSION JOINT
RAMP, AT BACK OF CURB LINE
B B OR AT SIDEWALK LINE
C L �Q
2' ROLL CURB
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MAX. RAMP SLOPE 1 " /FT. A-J CLASS "A"
CONC.
SIDEWALK PLAN VIEW
RAMP
PAVEMENT VAR. VAR.
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4"
SECTION A -A
CONTRACTION
JOINT (TYP.)
SECTION C -C
WIDTH OF RAMP
SIDEWALK 4' MIN
SECTION B -B
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
6' -0" & 10' -0"
SLOPE ASPHALT PATH TO ROAD
OR TOWARD TOP OF BANK OF DITCH
1 /4 " /FT. MIN.
TYPICAL ASPHALT
PEDESTRIAN PATH X- SECTION
ttrsa
100'
TOP OF CURB
PAVEMENT BOTTOM OF CURB —�
TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS
* * * ** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
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3' TOPSOIL, SEED OR SOD AS REQUIRED
TO MATCH EXISTING
EXISTING GRADE
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
NOT —TO —SCALE
SAW CUT FOR
l' -0" MIN.
BOTH SIDE`.
NOTE: OF TRENCH
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" H.A.C. #11 SURFACE
5. BITUMINOUS TACK APPLIED 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.
1.5" H.A.C. SURFACE
\\ X
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.
50' R/W
30' -0"
TYPICAL STREET CROSS- SECTION
NOT —TO —SCALE
1.5" H.A.C. SURFACE #11
2" H.A.C. BINDER #8
3" H.A.C. BASE #5D
7" COMPACTED #53 STONE
7.
COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOT —TO —SCALE
NOTE:
Minimum Cover for Pipe Crossings of City Streets
For installation of Storm Mains, Water Mains, Sanitary Mains, Water
Service Laterals, Sanitary Service Laterals under City streets,
regardless of the jurisdiction of the utility, the minimum cover
from the top of the installed pavement to the top of the installed
pipe shall be the pavement section thickness (all bituminous and
aggregate material above the subgrade) plus 1 -0 ". If the
standard practice of the utility that has jurisdiction over the
installation has a more stringent cover requirement, the more
stringent requirement shall govern.
= el RCP Installation Review02- 01- 05\ MinimumCoverForPipeCrossingOfCitySt =ts.dm
6" 18"
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TOPSOIL 2 "R.
2 "R.
4"
SLOPE 1/4" PER FOOT
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110# SYD. BITUM SURFACE NO. 11. LV ON 00000 - -- 000000 0000 A °00000 0000
220# SYD. BITUM BINDER NO. 8, LV ON o 0 0 0 00000 Q
5" COMPACTED AGGREGATE BASE, SIZE NO. 53 COMPACTED BACKFILL 00000000000000 o000000� bo COMPACTED
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00000000 0 0 00 oo �o 0 000 #53 STONE
COMPACTED SUBGRADE
24"
REVERSE GUTTER
CHAIRBACK CURB
NOT -TO -SCALE
RESIDENTIAL STREETS ONLY
LIMITS OF FULL DEPTH GRANULAR BACKFILL
SHOULDER, TOPSOIL, SEED Z SIDEW LK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO OR SOD, AS REQUIRED TO
MATCH EXISTING GRANULAR PAVEMENT WIDTH VARIABLE GRANULAri J MATCH EXISTING
z BACKFILL BACKFILL
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SHOULDER SECTION CURB SECTION
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
WITH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY.
i� NOTE TO CONTRACTOR:
THE CITY OF CARMEL AND THE
HAMILTON COUNTY SURVEYORS
OFFICE NOW REQUIRES
DOUBLE WALL HANCOR HI —Q SSD
PIPE OR EQUAL TO BE USED.
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and
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* BatkG6 Pnpantl Subgreee {
TYPICAL SIDEWALK SECTION
NOT TO SCALE
* THE SPACE BEHIND THE CURB SHAI!_ BE FILLED WI -H SUITABLE
MATERIAL TO THE REOUIREO ELEVATION AND COMPACTED IN LR ERS
NOT TO EXCEED 6 IN DEPTH.
SUBGRADE OR BASE UNDER AFL CURES, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATLONS.
'come Or Sowee Joints %4 Thcknees
If
' Claaa 'A" Cancreee .� '-
4• Minimum
Sidewalk Butt wP r."kewerys Snau Nave ma,. um lhickness
Of S Or'hckncss 01 cry .y which Ere, iy Cr ater.
I CONCRETE SIDEWALK
NOl 10 SCALE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS eensEG
riG.ftE
10 -14
ROLL CURB & GUTTER
TYPE I
SIDEWALK 14" THIC
K
5' -0"
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MATERIAL �xr,�.��r,�,
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-TOEPp it,
No. s
19358
STATE OF : �A
`S%NAL
NOTE:
Water and Sewer Under City Streets
Bedding, Hounching, Initial Backfill
Bedding, haunching, and initial backfill materials, placement and
compaction for water mains, water service laterals, sanitary mains
and sanitary service laterals shall be in accordance with the
standard practice of the utility that has jurisdiction over the
installation.
Final Backfill
Final backfill for water mains, water service laterals, sanitary
mains and sanitary service laterals under and within 5 —feet of
pavement shall be B— Borrow for Structure Backfill meeting the
material requirements of the INDOT and shall be compacted in
6 —inch maximum lifts to not less tharl 95% Standard Proctor
Density for the entire depth of the material placed. The backfill
for the top 6— inches of the excavation below the start of the
aggregate subbase of the pavement shall be No. 53 Stone
meeting the material requirements of the INDOT and shall be
compacted to not less then 95% Standard Proctor Density. If the
standard practice of the utility that has jurisdiction over the
installation has a more stringent final backfill requirement, the
more stringent requirement shall govern.
S:\Legal \Carmel RCP Installation Review02 -01 -05\ Water &SewerUnderCitySu=ts.doc
NOTE:
All paving within the existing and proposed City right —of —way shall
conform to the requirements of the department of Engineering.
Please add a note to the drawings that the Contractor shall
contact the Department of Engineering to schedule a
pre — construction meeting to review the Department's construction
requirements, staff notification requirements, required inspections
for certain stages of the work and to review the authority of the
Department as it relates to work within the existing and proposed
City right—of—way.
SALegal\Carmel RCP Installation Review02- 01- 05\ DepartmentOfEngineeringNote.doc
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MATERIAL �xr,�.��r,�,
�f
V -0"
-TOEPp it,
No. s
19358
STATE OF : �A
`S%NAL
NOTE:
Water and Sewer Under City Streets
Bedding, Hounching, Initial Backfill
Bedding, haunching, and initial backfill materials, placement and
compaction for water mains, water service laterals, sanitary mains
and sanitary service laterals shall be in accordance with the
standard practice of the utility that has jurisdiction over the
installation.
Final Backfill
Final backfill for water mains, water service laterals, sanitary
mains and sanitary service laterals under and within 5 —feet of
pavement shall be B— Borrow for Structure Backfill meeting the
material requirements of the INDOT and shall be compacted in
6 —inch maximum lifts to not less tharl 95% Standard Proctor
Density for the entire depth of the material placed. The backfill
for the top 6— inches of the excavation below the start of the
aggregate subbase of the pavement shall be No. 53 Stone
meeting the material requirements of the INDOT and shall be
compacted to not less then 95% Standard Proctor Density. If the
standard practice of the utility that has jurisdiction over the
installation has a more stringent final backfill requirement, the
more stringent requirement shall govern.
S:\Legal \Carmel RCP Installation Review02 -01 -05\ Water &SewerUnderCitySu=ts.doc
NOTE:
All paving within the existing and proposed City right —of —way shall
conform to the requirements of the department of Engineering.
Please add a note to the drawings that the Contractor shall
contact the Department of Engineering to schedule a
pre — construction meeting to review the Department's construction
requirements, staff notification requirements, required inspections
for certain stages of the work and to review the authority of the
Department as it relates to work within the existing and proposed
City right—of—way.
SALegal\Carmel RCP Installation Review02- 01- 05\ DepartmentOfEngineeringNote.doc
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H4Y- 2S -2C05 WEE 11:53.111 CIT4 OF CARMEL Fk NC. 317 571 2439 P, r
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MATERIAL �xr,�.��r,�,
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V -0"
-TOEPp it,
No. s
19358
STATE OF : �A
`S%NAL
NOTE:
Water and Sewer Under City Streets
Bedding, Hounching, Initial Backfill
Bedding, haunching, and initial backfill materials, placement and
compaction for water mains, water service laterals, sanitary mains
and sanitary service laterals shall be in accordance with the
standard practice of the utility that has jurisdiction over the
installation.
Final Backfill
Final backfill for water mains, water service laterals, sanitary
mains and sanitary service laterals under and within 5 —feet of
pavement shall be B— Borrow for Structure Backfill meeting the
material requirements of the INDOT and shall be compacted in
6 —inch maximum lifts to not less tharl 95% Standard Proctor
Density for the entire depth of the material placed. The backfill
for the top 6— inches of the excavation below the start of the
aggregate subbase of the pavement shall be No. 53 Stone
meeting the material requirements of the INDOT and shall be
compacted to not less then 95% Standard Proctor Density. If the
standard practice of the utility that has jurisdiction over the
installation has a more stringent final backfill requirement, the
more stringent requirement shall govern.
S:\Legal \Carmel RCP Installation Review02 -01 -05\ Water &SewerUnderCitySu=ts.doc
NOTE:
All paving within the existing and proposed City right —of —way shall
conform to the requirements of the department of Engineering.
Please add a note to the drawings that the Contractor shall
contact the Department of Engineering to schedule a
pre — construction meeting to review the Department's construction
requirements, staff notification requirements, required inspections
for certain stages of the work and to review the authority of the
Department as it relates to work within the existing and proposed
City right—of—way.
SALegal\Carmel RCP Installation Review02- 01- 05\ DepartmentOfEngineeringNote.doc
tl :11- 2E -3C05 W.0 1 Jdc 411 ;.L`' OF 0 +iRILI F3K hJ. '31' 571 ?4 "i3 P 0�,
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NOTES. INTEGRAL CURB W :TH CONCRtTE PAVLMENT SHALL UE SIMILAR SHAPE.
CURE ALL EXPJSLD SURFACE',_
DAMPEN SUBCRADE BEFORE PLACING CONCRETE.
CITY OF CAFIMEL STANDARDS
CONCRETE ROLL C'JRE1 4 GUT-ER
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