HomeMy WebLinkAboutDetails - C705 KinderCare Carmel9' - 0"
'U'-CHANNEL
POST
GRADE1'-6"1'-0"6'-0"2'-0"3"3"1'-9"FOR HANDICAPPED SIGNAGE:
USE MUTCD R7-8 INDOT
FOR OTHER SIGNAGE:
PER OWNER
5'-0"1"GRADE20'-0" MOUNTING HEIGHT ABOVE PAVEMENT/ SIDEWALK(2) #12 TO LUMINAIRE BALLAST
WATER-TIGHT RUBBER MOLDED
FUSEHOLDER WITH FUSE
SOLDERLESS CONNECTION WRAPPED
WITH PLASTIC VINYL TAPE
CONDUIT TO OTHER POLES; PVC CONDUIT
- SIZE PER CODE
ANCHOR BOLTS PER MANUFACTURER'S
SPECIFICATIONS
PROVIDE BASE w/ (4) #5 REBARS VERTICAL
& #3 REBAR TIES @ 18" O.C.
SPARE CONDUIT FOR FUTURE:
CAP AND MARK STUB OUT TO GRASS AREA
3 4" x 6'-0" GROUND ROD
LIGHT POLE
SITE LIGHT, SEE PHOTOMETRIC PLAN
GROUND WIRE LUG
#2 BARE COPPER
GROUND WIRE
R1
4"316"4"1 2" EXPANSION JOINT SEAL
1 2" PRE-FORMED JOINT FILLER
(ONE PIECE FOR FULL DEPTH JOINT)
6" #53 SUBGRADE AGGREGATE STONE
2 1 2" #5 BASE ASPHALT
1 1 2" #11 SURFACE ASPHALT
COMMERCIAL GRADE ASPHALT
PAINT/ SIGN PRINT AS NEEDED
112"212"6"STORM LINE
IF 24" MIN. CLEARANCE NOT POSSIBLE,
SANITARY PIPE SHALL BE ENCASED IN
3" CONCRETE (min. fc' = 3500 psi) OR
DUCTILE STEEL, WITHIN 5' - 0" OF
CROSSING CENTERLINE.
BOTTOM OF TRENCH SANITARY SEWER
PERSPECTIVE VIEW
EARTH CUT AWAY
24"
2'-3"
8"8"8"8"24"24"
B
B
8"
A
8"6"A
8"24"6'-6" MAX. DEPTHFLOW LINE
8"
BOTTOM OF SLAB MAY BE PRECAST SEPARATELY
AND THE OUTLET PIPE PLACED ON TOP OF IT
WITH THE BOTTOM SHAPED TO DRAIN.
LOCATION AND ELEVATION:
WHEN GIVEN ON THE PLANS, LOCATION AND ELEVATION
ARE AT THE TOP CENTER OF THE GRATE. WHEN SIDE
OPENINGS ARE PROVIDED, THE ELEVATION SHALL BE AT
THE LOWEST ELEVATION OF THE SIDE INLET/OUTLET.PERMISSIBLE CONST. JOINT
PERMISSIBLE CONST. JOINT
GRATE
SECTION A-A SECTION B-B
S
TST
STST ST0$;
0$;
BEND
BEND
BEND
4.07.514.527.0
3.05.511.020.0
2.04.07.514.0
1.52.55.09.0
1.01.53.05.5
1.01.01.52.5
BEND
7.516.531.054.0
5.010.019.035.0
TEE &
PLUGSIZE
19.014"
14.012"
10.010"
6.58"
4.06"
2.04"
40.020"
25.016"
(AREA IN SQ. FT. REQUIRED FOR CONCRETE THRUST BLOCKING)
NOTES:
1.TABLE BASED ON 2,000 #.SQ.FT.
SOIL BEARING CAPACITY
2.GREASE ALL WATER MAIN
SURFACES THAT WILL COME IN
CONTACT WITH CONCRETE
FORMED CONCRETE BLOCKING
PRECAST CONC. BLOCK
FORMED CONCRETE BLOCKING
MECHANICAL JOINTS
PER LOCAL CODE
1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A 236 EAST MAIN STREETENGINEERING THAT WORKSENGINEERING WITH STYLEGAS CITY, IN 46933SCALE(36x24):
SIGN DETAIL
C705
1
1/2" = 1'-0"
DETAILS
C705
SCALE(36x24):
SIDEWALK EXPANSION JOINT DETAIL
C705
3
1 1/2" = 1'-0"
SCALE(36x24):
TYPICAL PAVEMENT SECTION DETAIL
C705
4
1/2" = 1'-0"
SCALE(36x24):
TYPICAL SITE LIGHT POLE DETAIL
C705
5
1/4" = 1'-0"
SCALE(36x24):
NOT USED
C705
7
N.T.S.SCALE(36x24):
NOT USED
C705
6
N.T.S.
SCALE(36x24):
NOT USED
C705
8
N.T.S.
SCALE(36x24):
TYPICAL STORM & SANITARY SEWER CROSSING DETAIL
C705
9
N.T.S.SCALE(36x24):
TYPICAL 2'-0" BOX STORM CATCH BASIN DETAIL
C705
10
1/2" = 1'-0"SCALE(36x24):
TYPICAL WATER SUPPLY THRUST BLOCK DETAIL
C705
11
N.T.S.SCALE(36x24):
BICYCLE RACK DETAIL
C705
12
N.T.S.
SCALE(36x24):
SIDEWALK & ADA RAMP DETAIL (INDOT)
C705
2
N.T.S.