HomeMy WebLinkAboutC801 - SITE CONSTRUCTION DETAILSTOOLED CONTROL JTS.
1/4" WIDE, MIN. 1" DEPTH 4" CONC. SLAB W/ W6X6, W1.4xW1.4, W.W.F. W/
\ BROOM FINISH. CONTROL JTS. @ 10'-0" O.C. MAX.
& EXP. JTS. @ 40'-0" O.C. MAX. (SEE PLANS FOR
ANY VARIATIONS)
C17ZCLE
DESIGN GROUP
INDIANAPOLIS, IN I S17,781.6200
C I RCLEDESIGNGROUP.COM
1-1/2" MIN. SURFACE COURSE
(BITUMINOUS SURFACE #11)
LEVEL DEPRESSIONS BY WEDGING
WITH SURFACE COURSE.
BLOW OUT AND REMOVE
ALL VEGETATION AND DIRT WITH HIGH PRESSURE AIR. CRACKS OVER
3/8" WIDTH SHALL BE FILLED WITH A HOT POUR RUBBERIZED
ASPHALT CRACK SEALER. REMOVE EXCESS SEALER FROM SURFACE.
ASPHALT OVERLAY
NO SCALE
PEDESTRIAN STRENGTI
SEE L202/203 FOR PATTERI
MIN. "" TO MAX.1�"
SAND FILLED JOINTS
CONCRETE SIDEWALK,
SEE C801 FOR DETAIL
MIN. 1" TO MAX. 11'
SAND SETTING BED
PREPARE SUBGRADE IN
ACCORDANCE WITH
SECTION 207.02 OF
STANDARD INDOT SPECS
4" COMPACTED AGG,,,,,, 1 L ffJJ
PAVERS 2" ABOVE FINISH GRADE OF CURB TO
)W FOR SETTLING
\IGHT CONCRETE CURB, SEE C801 FOR DETAIL
PAVERS, VEHICULAR STRENGTH -23" THICKNESS
L202/203 FOR PATTERN, COLOR, AND SIZE
1s' TO MAX."'1SAND FILLED JOINTS
14" BITUMINOUS SETTING BED WITH TACK COAT
BETWEEN BASE AND SETTING BED
6" REINFORCED CONCRETE
6" COMPACTED AGGREGATE #53
COMPACTED SUBGRADE
1" DIA WEEP HOLE @ 24" O.C. PLACE AT LOW POINTS
AND ALONG CURBS
ALTERNATE
CLAY PAVER PAVEMENT SECTION
SCALE: 1/2" = 1'-0"
5'-0"
6x6, W1.4xW1.4, WWF
18"X1/2" DIA. SMOOTH BAR @ 24" C.C.-
GREASE & DOWEL CAP
1 % MIN. SLOPE
1:6
zz 24" 12"
-1/2" SEALANT
DRILL AND GROUT
TO 6" EMBEDMENT
00
1/2" EXP. JOINT FILLER
CONCRETE STOOP DETA L
NO SCALE
4" GRANULA
BACKFILL
COMPACTED & WELL
DRAINED SUBGRADE
BROOM FINISH
NOTE: CONTROL JTS. &
EXPANSION JTS. SPACING MAY
VARY. THE DIMENSIONS ABOVE
ARE MAXIMUM. SEE PLANS
FOR ANY VARIATIONS EITHER
INDICATED OR IMPLIED.
4" CONCRETE SIDEWALK DETAIL
NO SCALE
6x6, W2.9xW2.9, WWF
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I IIIIIII—III
IIII I I —III III CONCRETE PAVEMENT
COMPACTED 6" COMPACTED AGGREGATE #53
SUBGRADE
8" CONCRETE PAVEMENT SECTION
NO SCALE
18"X 1/2" DIA. SMOOTH BAR @ 24" O.C.
GREASE & DOWEL CAP
1/2" SEALANT
DRILL AND GROUT TO 6" EMBEDMENT
a N
o
EX. CONIC.
q
12"
1/2" EXP. JOINT FILLER
EXPANSION JOINT W/ DOWELS @ EX. CONC.
SELF LEVELING
SEALANT
1/2" PREFORMI
EXPANSION JT.
CONC. PVMT. -
1/8" SAWED
OR TOOLED
CONTROL JT.
CONTROL JOINT
BUILDING FACE OR
NEW CONCRETE PVMT.
EXTEND JT. MATERIAL
TO BOTTOM OF PVMT.
EXPANSION JOINT @ BUILDING FACE OR NEW CONCRETE
CONCRETE JO NT DETA LS
TACK COAT
COMPACTED SUBGRADE
NO SCALE
cV
BITUMINOUS SURFACE #11
BITUMINOUS BINDER #8
4" OF COMPACTED AGGREGATE #53
4" OF COMPACTED AGGREGATE #2
STANDARD DUTY
ASPHALT PAVEMENT SECT ON
NO SCALE
TACK COAT
-BITUMINOUS OBINDERUS R#8CE #1 1
BITUMINOUS BASE #5D
A" nC rnKADArTr"n ArrRr-r ATE UF,7
COMPACTED
SUECr DE_
I I
,,.,�.,,., .,� _ __......_.__ ..__..__...- 4" OF OF COMPACTED AGGREGATE #2
HEAVY DUTY
ASPHALT PAVEMENT SECT ON
Engineer:
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SCALE: NITS
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Developer:
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DEVELOPMENT CO.
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, L-C. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, U.C. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE
SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. m COPYRIGHT 2015
JAMES R. STUTZMAN, AIA, Cannel, Indiana.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
06/30/21
Drawn By Checked By
DBH RDM
Last Revision Date:
11/19/21 -CITY OF CARMEL ADLS COMMENTS
Sheet Title:
SITE
CONSTRUCTION DETAILS
Sheet Number:
C801
NO SCALE