HomeMy WebLinkAboutC600 - SITE DETAILS8 1.0" HMA SURFACE COURSE, INDOT 402.04, TYPE A
2 TRACKLESS TACK, APPLIED AT A RATE OF 0.10 GAL. PER
SO. YD.
3 3.5" HMA INTERMEDIATE COURSE, INDOT 402.04, TYPE A
4 10" AGGREGATE BASE COURSE, INDOT SECTION 301, DENSE
GRADED AGGREGATE #53 STONE
05 SUBGRADE COMPACTED TO 95% OF THE MAXIMUM DRY
DENSITY PER ASTM D-698.
HEAVY DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
NOTE:
1. ALL PAVEMENT MATERIALS SHOWN AS PER APPLICABLE INDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
UNLESS OTHERWISE NOTED.
2. PAVEMENT DESIGN BASED ON SIMILAR PROJECTS. THE MANNIK AND
SMITH GROUP ASSUMES NO LIABILITY FOR PAVEMENT SECTIONS.
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8 1.0" PAVEMENT MILLING #4 CO
2 1.0" HMA SURFACE COURSE,
INDOT 402.04, TYPE A
O EXISTING ASPHALT
4 EXISTING AGGREGATE BASE
5 EXISTING SUBGRADE
ASPHALT PAVEMENT
MILL & OVERLAY SECTION
NOT TO SCALE
NOTE:
1. ALL PAVEMENT MATERIALS SHOWN AS PER APPLICABLE INDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
UNLESS OTHERWISE NOTED.
2. PAVEMENT DESIGN BASED ON SIMILAR PROJECTS. THE MANNIK AND
SMITH GROUP ASSUMES NO LIABILITY FOR PAVEMENT SECTIONS.
1/4" SEALANT, COLOR
TO MATCH CONCRETE
BACKER ROD e
PREFORMED EXPANSION JOINT
FILLER, LEAVE DOWN FOR
BACKER ROD AND SEALANT
BAR (2)
3" RAD.
JOINT
SEALER 0
SURFACE OF
PAVEMENT
PAVEMENT
N
LONGITUDINAL CONSTRUCTION
JOINT
3' LONG #4 TIE BAR
7•• 2'-6" O/C (ADJACENT TO
CONCRETE PAVEMENT ONLY)
6" BARRIER CURB
NOT TO SCALE
BROOM FINISH
REFERENCE PLAN e"
VIEWS FOR WIDTHS AT
VARIOUS LOCATIONS
Y2" DEEP
CONTRACTION JOINT
3/16"/FT_
4"
PROPOSED 18"
PVMT.
SECTION
CLASS "C" 4.,
CONCRETE {
#4 CONTINUOUS INDOT SECTION 301
BAR (2) 5 DENSE GRADED
AGGREGATE #53 STONE
STANDARD COMBINED CURB & WALK
NOT TO SCALE
b b b b b 6" CIA. GALVANIZED LOW CENTER
SCHEDULE 40 STEEL SECTION MUST
NOTES:
PIPE FILLED WITH CAUSE FLOW 1. PLACE ISOLATION JOINTS WHERE NEW CONCRETE SLAB ABUTS EXISTING AND CONCRETE WITH OVER NOT
TOP ROUND AROUND DAM
OF 1.0" HMA SURFACE COURSE, INDOT 40 TYPE A NEW CONCRETE, BUILDING, CATCH BASINS, CURBS OR OTHER FIXED OBJECTS
2 TRACKLESS TACK, APPLIED AT A RATE OF 0.10 GAL. PER AND AS NOTED ON THE STAKING PLANS PAINT OSHA YELLOW
SQ. YD. a
2.0" HMA INTERMEDIATE COURSE, INDOT 402.04, TYPE A 2. SEAL JOINT WITH POLYURETHANE SILICON SEALANT. SINGLE COMPONENT PAVEMENT OR
83 GRADED AGATE BASE COURSE, GGREGATE #53 STONE DOT SECTION 301, DENSE LOW-MODUCOMPLYINGLNTHNASTMAC920 RI TYPE S. GRADE P. TR MCO POLYURETHANE
VULKEN 45 SSL, SEALANT GRAVEL SURFACE-----iPOSITIyE SLOPE s PDSRNE SLOPE
05 SUBGRADE COMPACTED TO 95% OF THE MAXIMUM DRY LIMESTONE COLOR OR EQUAL. SUBMIT SAMPLE FOR COLOR APPROVAL.
DENSITY PER ASTM D-698. PREFORMED EXPANSION JOINT FILLER -NON -IMPREGNATED TYPE, CLOSED
CELL RESILIENT POLYETHYLENE FOAM, J" THICK UNLESS OTHERWISE NOTED. o
LIGHT DUTY ASPHALT PAVEMENT SECTION 3' MAX
NOT TO SCALE ISOLATION JOINT M
NOT TO SCALE
NOTE:
1. ALL PAVEMENT MATERIALS SHOWN AS PER APPLICABLE INDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
UNLESS OTHERWISE NOTED.
2. PAVEMENT DESIGN BASED ON SIMILAR PROJECTS. THE MANNIK AND
SMITH GROUP ASSUMES NO LIABILITY FOR PAVEMENT SECTIONS.
2500 PSI MIN. �' ^ ] CROSS SECTION
PORTLAND CEMENT I•
CONCRETE FOOTING
6" BOLLARD
CONCRETE SIDEWALK NOT TO SCALE
BROOM FINISH WITH
SAW CUT EDGES N
WELDED WIRE FABRIC W SAW -CUT CONTROL JOINT
(6 1. SPACING, NOTES:
W2.OxW2.0) i 1. DIVIDE CONCRETE WALKS INTO EQUALLY SPACED
BLOCKS AT 5'-0" INTERVALS.
2. IN CONCRETE APRONS PROVIDE CONTROL JOINTS
t r 0 10'-0" C/C EACH WAY.
3. JOINTS MAY BE SAW -CUT OR FORMED.
1 2 ICONTRACTION JOINT
NOT TO SCALE
1 6" PORTLAND CEMENT CONCRETE PAVEMENT W/ 6x6 WWF GROUND LUG
2 6" AGGREGATE BASE COURSE, INDOT SECTION 301, DENSE 2'-4"
GRADED AGGREGATE #53 STONE
03 SUBGRADE COMPACTED TO 95% OF THE MAXIMUM DRY FINISH BASE W/
DENSITY PER ASTM D-698. 1" CHAMFERED EDGES
FINISHED
D 1" DIA. X 42" LONG ANCHOR BOLTS W/4" BENDS
CONCRETE PAVEMENT SECTION VERIFY W/ POLE & LIGHT
NOT TO SCALE MANUFACTURER (4)
1"0 SMOOTH DOWELS �
NOTE: AT 12" C/C Y N BRANCH CIRCUIT -CONDUIT
CONCRETE PAVING, PER INDOT SECTION 502 SHALL CONFORM TO N
THE FOLLOWING SPECIFICATIONS: DOWELS TO BE
PERPENDICULAR TO
1. 4000 PSI COMPRESSIVE STRENGTH, 600 PSI FLEXURAL EDGE OF SLAB. 1 -0" 8" n
STRENGTH. 10' GROUND ROD
2. 5-7% ENTRAINED AIR WITH APPROVED WATER -REDUCING AND - - - - - -- - ---- �?
RETARDING ADMIXTURES. z tO 4 - #5 DEFORMED VERTICAL
3. CONSTRUCTION JOINTS SHALL BE SPECIFIED BY CONTRACTOR AS
A PART OF THE CONTRACT BID. a 2-0 2-0" #2 TIES AT 10" O.C.
4. CONCRETE PAVING SHALL HAVE A LIGHT GROOMED FINISH. w 4" 4"
5. CURING COMPOUND SHALL BE APPLIED AS PER INDOT SECTION rn
504.
RELEASED FOR CONSTRUCTION
SHOWN AS
PER
APPLICABLE INDOT
Subject to compliance with all regulations
FOR ROAD
AND
BRIDGE CONSTRUCTION
of State and Local Codes
ON SIMILAR
PROJECTS. THE MANNIK AND
City of Camel
D LIABILITY
FOR
PAVEMENT SECTIONS.
DATE: 07/22/19
PORTION OF
TO BE GREASED
SLAB ON GRADE TYPICAL CONSTRUCTION JOINT
NOT TO SCALE
CONCRETE LIGHT BASE DETAIL
NOT TO SCALE
4"-8" ROCK
APRON
L FILTER FABRIC
PROFILE
FLOW
NOTES:
1. THE CHECK DAM SHALL BE CONSTRUCTED OF 6. A SPLASH APRON SHALL BE CONSTRUCTED
4-8 INCH DIAMETER STONE, PLACED SO
WHERE CHECK DAMS ARE EXPECTED TO BE
THAT IT COMPLETELY COVERS THE WIDTH OF
IN USE FOR AN EXTENDED PERIOD OF TIME,
THE CHANNEL. INDOT SECTION 616 STONE IS
A STONE APRON SHALL BE CONSTRUCTED
ACCEPTABLE, BUT SHOULD BE UNDERLAIN
IMMEDIATELY DOWNSTREAM OF THE CHECK
WITH A GRAVEL FILTER CONSISTING OF INDOT
DAM TO PREVENT FLOWS FROM
NO. 5 OR 8 OR SUITABLE FILTER FABRIC.
UNDERCUTTING THE STRUCTURE. THE APRON
Z
2. MAXIMUM HEIGHT OF CHECK DAM SHALL NOT
SHOULD BE 6 IN. THICK AND ITS LENGTH
EXCEED 3.0 FEET.
TWO TIMES THE HEIGHT OF THE DAM.
LJJ
3. THE MIDPOINT OF THE ROCK CHECK DAM
7. STONE PLACEMENT SHALL BE PERFORMED
SHALL BE A MINIMUM OF 6 INCHES LOWER
EITHER BY HAND OR MECHANICALLY AS LONG
p
THAN THE SIDES IN ORDER TO DIRECT
AS THE CENTER OF CHECK DAM IS LOWER
O
Z
0
ACROSS THE CENTER AND AWAY FROM THE
THAN THE SIDES AND EXTENDS ACROSS
0O
CHANNEL SIDES.
ENTIRE CHANNEL.
H
4. THE BASE OF THE CHECK DAM SHALL BE
8. SIDE SLOPES SHALL BE A MINIMUM OF 2:1.
0
N
=
ENTRENCHED APPROXIMATELY 6 INCHES.
9. CHECK DAMS TO BE REMAIN IN PLACE AFTER
}
5. SPACING OF CHECK DAMS SHALL BE IN A
FINAL SITE STABILIZATION.
w
03
MANNER SUCH THAT THE TOE OF THE
Z
Z
UPSTREAM DAM IS AT THE SAME ELEVATION
O
U
O
AS THE TOP OF THE DOWNSTREAM DAM.
H
ROCK CHECK
DAM
NOT TO
SCALE
CONCRETE CURB TURNOUT
NOT TO SCALE
OF
3
F-
LU
0
W
H-
m
C600