HomeMy WebLinkAboutC10.4 - General Details1/2» PREFORMED JOINT FILLER
24"
6" 18"
45'
1/2"
P
SLOPE TO MATCH ADJACENT CURB
CONCRETE AVEMENT •.. • : ' .:: °. .. a 3„
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CLASS "A»
,. CONCRETE
D - 7 1/2"
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COMPACTED SUBGRADE
CONCRETE DRIVE WITH
COMBINED DEPRESSED CURB AND GUTTER
NO SCALE
NOTES:
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES,
INCLUDING SIDES, WHEN FORMS ARE REMOVED.
FACES MAY BE BATTERED TO FACILITATE SLIP FORMING.
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE.
CONTROL JOINTS SAWCUT EVERY 5' MAXIMUM ON RADII OTHERWISE
EVERY 10' MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50'
ALL ROADS FACE OF CURB IS TO BE 7 j», BACK OF CURB 13 �'
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MEASURED AT PROPERTY LINE
3'-0"
SHEET METAL
RADIUS 30' MAX RADIUS
CONCRETE PARKING APRON
90'
CONCRETE PARKING APRON
CONCRETE PARKING
CURB N
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7 1/2" ,
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PARKINGT
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30'
30' MAX
30'
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RADIUS RADIUS
DEPRESSED CURB
CURB &GUTTER
CURB &GUTTER
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COMMERCIAL DRI VEWA YS
NO SCALE
NOTES:
USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB
CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8" CONCRETE, 6" COMPACTED AGGREGATE, NO. 53 AND REINFORCED
AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. 0
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ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. -< N
PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION z ¢ O
PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) Ir-')
3" TOP SOIL—
COMPACTED BACKFILL
6"
4"
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BITUMINOUS PAVEMENT
CLASS "A"
CONCRETE
S TRA I GH T CONCRETE CURB
NO SCALE
NOTES; INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
02 CONCRETE PARKING APRON.
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N.T.S. AT LEVEL PARKING/SIDEWALK TRANSITION
EXTERIOR WALL
3'-0"
SHEET METAL
3'-0"
CONCRETE PARKING APRON
STUB DOWNSPOUT INTO
CONCRETE PARKING APRON
CONCRETE PARKING
2'_p"
1/2" JT.
2'-0" 1 /2" JT.
DOWNSPOUT BOOT
BLOCK WHERE
COORD. WITH NEW
CONCRETE PARKING
D/T CURB
SHOWN ON PLAN
BLOCK WHERE
SIDEWALK
VARIES
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EXPANSION JOINT --\SIDEWALK
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EXPANSION JOINT
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02 CONCRETE PARKING APRON.
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N.T.S. AT LEVEL PARKING/SIDEWALK TRANSITION
EXTERIOR WALL
I I 1 1 1
CONCRETE
SHEET METAL
1 1-
APRON_
DOWNSPOUT BY G.C.
STUB DOWNSPOUT INTO
DOWNSPOUT BOOT
NOTE:
SEE SITE PLAN,
DOWNSPOUT BOOT
ELEVATIONS AND ROOF
COORD. WITH NEW
PLAN FOR LOCATIONS
D/T CURB
CLEANOUT
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FOOTING
DOWNSPOUT CONNECTION
NOT TO SCALE
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CONCRETE
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PARKING
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AT THICKENED SIDEWALK EDGE
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DATE: 10/26/2018
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CHKD. BY: EAG
SCALE: N/A
DATE: 10/26/18
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PROJECT NUMBER
WAX.001
DRAWING NUMBER
Cl OA
SHEET 17 OF 27