HomeMy WebLinkAbout05050047.2NOTE:
ALL PAS
IN ONE
EXISTING
► nN1rRInrF PSTATES
3
24' -0" _ 100'
20._0.. 20' -0- III TOP aF «M
2' ROLL CURB
2.08
#8 AGGREGATE IN.
8" S.S.D.
TYPICAL DRIVEWAY CROSS — SECTION
2' ROLL CURB
PAVEMENT y BOTTOM OF CURB
TRANSVERSE EXPANSION "M 7RANSVERSE CONTRACTION JOINTS
" "' WHEN BUILT IN CONDUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND CUTTER
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
I `,1111111111I//
SCALE: 1 "= 40' =�o :Q�G \STEi�
No.
19358
o '• STATE OF : 42
:,'
LEGEND ''/1111111,,,,•``
—848 EXISTING CONTOUR
EXISTING SANITARY SEWER
ter— EXISTING STORM SEWER
s4s.o PROPOSED GRADE
848 PROPOSED CONTOUR
__<ooO PROPOSED SWALE
NOTE:
A KNOX BOX IS TO BE INSTALLED
AT THE PAVILLION. CONTACT FIRE
CHIEF FOR EXACT LOCATION.
NOTE:
ALL OFF —SITE DRAIN TILES SHALL BE TIED INTO THE
PROPOSED STORM SYSTEM OF THIS SECTION (WHERE APPLICABLE)
NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUND';, LIGHT POLES, OR OTHER SUCH
AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY.
STORM CHART
STIR. NO. TYPE T.C. RIM INVERT DIRECTION
900
YARD INLET
914.00
910.50
NW ,E
901
MANHOLE
915.60
914.20
910.19
909.61
W SE
N W E
902
MANHOLE
903
MANHOLE
912.90
908.95
NW SW,E
904
CONC. END SECTION
O
908.62
NE
906
CURB INLET
914.10
909.64
N S
907
CURB INLET
914.10
912.50
910.28
909.00
S
SE ,N
908
CURB INLET
909
CURB INLET
912.50
909.51
S
TOI
10"
COMPACTED BN
4.5"
GUTTER IN CURB
JPE AWAY FROM CURB
CTED SUBGRADE
CONCRETE ROLL CURB NO GUTTER
(TYPE 1)
"HOLEY MOLEY"
SAYS:
- 800 - 382 -5544
CALL TOLL FREE
-800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
Bf OTHER EXISITING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
Of- SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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