HomeMy WebLinkAboutC801 - CONSTRUCTION DETAILSA
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PRELIMINARY
NOT FOR CONSTRUCTION
This drawing is for
review purposes only.
1100 Sycamore Street, Suite 200
Cincinnati, Ohio 45202 - Ph: 513.984.1070
702 N. Capitol Avenue
Indianapolis, Indiana 46204
Ph: 317.636.3980
www.luminaut.com
13295 Illinois Street
Suite 142
Carmel, IN 46032
ENGINEERING, LLC
SNELLING
Ph: (317) 697-0180
www.snellingeng.com
IMI Headquarters
New Build
10901 Illinois St.
Carmel, IN 46032
IN22046
01/18/2023
GSS
SEE PLAN
1 TAC REVISIONS 3/8/23
C801
CONSTRUCTION
DETAILS
SLOPE 1/4" PER FT.
2'-0"5'-0"
RIGHT AND LEFT
UNDERDRAIN TYPICAL
6" DIA PERFORATED2'-0"12' (TYP)
NO. 8 WASHED GRAVEL OR CRUSHED STONE WRAP
TRENCH IN FILTER FABRIC
CONCRETE
SIDEWALK
UNDERDRAIN IS TYPICAL
RIGHT AND LEFT.
CONNECT TO CURB INLET
OR AS DIRECTED.
2' CONCRETE CHAIR BACK CURB AND
GUTTER
TYPICAL INTERIOR STREET CROSS SECTIONCENTERLINE
SIDE VIEW
Drill 5 8" hole on bottom of
wood post 21 4"(for 2" x 1 2"
bolt from metal box plate
to slide into)
6"
6"
Wood post
bottom
1' 0" min.gravel base18"2"Cedar wood or pressure treated post with
exterior stain
Proposed
Grade55"4"2" x 4" x 1 4" metal
pin with beveled
ends and 1 1 8"
drilled hole at top
6" x 6" x 18" metal box (galv.)
12" x 2 12" bolt, metal weld to side of
socket, opposite sides only
Pour concrete around metal box
2" x 12" bolt, weld to match drilled hole
at center of wood post bottom
1 12"112"
6"
6"
Bottom of metal
box plate
6"
WOOD BOLLARD DETAIL
Note: Hot-poured adhesive in accordance with ISS 906 shall
be applied to longitudinal joints constructed between two
adjacent HMA surface and intermediate mixture courses. In
addition, a 24 in. wide liquid asphalt sealant shall be placed
centered on the longitudinal joints of the surface that have
adhesive installed as per ISS 401.15.
7'-0"
2%1%-2%(max)
4" CONCRETE SLAB DETAIL
Not to Scale
8" CONCRETE SLAB DETAIL
Not to Scale
HEAVY DUTY PAVEMENT SECTION
Not to Scale
BITUMINOUS BASE #5D
BITUMINOUS BINDER #8
SUBGRADE
4" OF COMPACTED AGGREGATE #2 2"4"3"3"4"BITUMINOUS SURFACE #11
TACK COAT
COMPACTED
4" OF COMPACTED AGGREGATE #53
6" COMPACTED AGGREGATE #53SUBGRADE
COMPACTED
CONCRETE PAVEMENT
6x6, W2.9xW2.9, WWF
8"1 1/2"6"C801
03
C801
04
C801
07STOP SIGN DETAIL
C801
09
Not to Scale
2" BITUMINOUS SURFACE #11
3" BITUMINOUS BINDER #8
3" BITUMINOUS BASE #5D
4" OF COMPACTED AGGREGATE #53
4" OF COMPACTED AGGREGATE #2
165#/Syd. QC/QA-HMA, 3, 70, Surface 9.5 mm on
275#/Syd. QC/QA-HMA, 3, 64, Intermediate 19.0 mm on
385#/Syd. QC/QA-HMA, 3, 64 Base 25.0 mm on
250#/Syd. QC/QA-HMA, 3, 76, Intermediate OG 19.0 mm onINDOT, Subgrade Treatment Type IBC or IC 1.5"2.5"2.5"3.5"3.5"330#/Syd. QC/QA-HMA, 3, 64 Base 25.0 mm
RIGHT OF WAY PAVEMENT SECTION
Not to ScaleC801
02
Not to ScaleC801
01
Not to ScaleC801
08
6" COMPACTED AGGREGATE #53SUBGRADE
COMPACTED
CONCRETE PAVEMENT
6x6, W2.9xW2.9, WWF
4"1 1/2"6"EXPANSION JOINT DETAIL
Not to Scale
CONTRACTION JOINT DETAIL
Not to Scale
C801
05
C801
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