HomeMy WebLinkAboutC80010 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO.
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CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1
ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netfhAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what's below.
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R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS06/28/20211AQC800GENERAL DETAILSCONTROL JOINT
(3
8" X 1
4" OF SLAB
THICKNESS)
4" COMPACTED GRAVEL BASE
95% COMPACTED SUBGRADE
CONTROL JOINT DETAIL
(NO SCALE)
1
2" EXPANSION JOINT WITH PREMOLDED
FILLER RECESSED 1
2" FROM SURFACE.
FILL RECESS WITH NON-SHRINKING
ALL-WEATHER SEALANT (SONNEBORN
SLI OR SIMILAR)
PREMOLDED FILLER (E.G. FIBER BOARD)
4" COMPACTED GRAVEL BASE
95% COMPACTED SUBGRADE
EXPANSION JOINT DETAIL
(NO SCALE)
4" COMPACTED GRAVEL BASE
95% COMPACTED SUBGRADE
4" MINIMUM CONCRETE
4" CONCRETE PAVEMENT DETAIL
(NO SCALE)
4
C800
3
C800
2
C800
PARK ENTRY SIGN DETAILS
(NO SCALE)
1
C801
ALUMINUM SIGN CABINET
WHITE VINYL LOGO, SURFACE APPLIED
ALUMINUM BASE CABINET5'-6"2'-134"2'-1114"1'-0"3'-0"
4'-111
4"
4"
8'-111
4"
1/4" ALUMINUM COPY, STUD MOUNTED 1/2" OFF PANEL
FACE, COPY TO BE BARMENOBQ/REG PAINTED WHITE.
(REFER TO MESSAGE SCHEDULE SHEET SW-1.01)
REINFORCED CONCRETE FOUNDATION
REINFORCED CONCRETE FOOTING
FINISHED GRADE212"11"41
4"
7"
LIMESTONE CAP
2'-7"1'-0"8
C800
BOARDWALK CONNECTION DETAIL
(NO SCALE)8'-0"3'-9"8"
1'-0"
1'-8"8'-0"1'-8"3'-0"4"4"1'-0"3'-0"CONCRETE WALK
CONCRETE OR ASPHALT WALK
COMPACTED BASE
DIMENSION TO BE CONFIRMED UPON DELIVERY OF
BOARDWALK MATERIALS/TO BE COORDINATED
WITH BOARDWALK MANUFACTURER
BOARDWALK
CONCRETE FOOTER/BOARDWALK
ABUTMENT
PROPOSED WALK SHALL SLOPE TO
CONCRETE ABUTMENT @ 3% MAX &
SHALL MEET ADA CODE COMPLIANCE
CONCRETE BOARDWALK
ABUTMENT#5 REBAR, CONTINUOUS,
EA. WAY
5
C800
6" FLUSH CONCRETE CURB
(NO SCALE)
CONCRETE
3000 PSI
EXISTING SURFACE
(CONCRETE/SOD)
95% COMPACTED
SUBGRADE
PLAYGROUND SURFACING
#5 REBAR
10
C8002"2"5"5"2" BROWN FILL STONE MIXED WITH SOIL STABILIZER
2" BROWN FILL STONE MIXED WITH SOIL STABILIZER
5" COMPACTED #53 COARSE AGGREGATE
5" COMPACTED #53 CRUSHED STONE
PROOF ROLLED SUBGRADE PER SPECS
FINISH GRADE
1'-2"AGGREGATE PAVING DETAIL
(NO SCALE)
7
C800
5" COMPACTED #53 COARSE AGGREGATE
2" STONE CRUSHER FINES
2 - 4x4 PRESSURE TREATED LUMBER WITH HOLES
DRILLED JUST LARGE ENOUGH TO RECEIVE REBAR
PROOF ROLLED SUBGRADE PER SPECS
FINISH GRADE
36" #4 REBAR 36" O.C.
CRUSHER FINES MUST COMPRISE OF 50% STONE PIECES AND 50%
DUST. PATH SHOULD BE COMACTABLE TO HARD SURFACE. ADD
DUST AND WATER AS REQUIRED TO ACHIEVE DESIRED SURFACE.
CRUSHED STONE PATH W/ WOOD EDGING
(NO SCALE)
5'-0"3'-0"12
C800
11
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UNDER DRAIN
(NO SCALE)
UNDER DRAIN
(NO SCALE)
4" COMPACTED GRAVEL BASE
95% COMPACTED SUBGRADE
4" MINIMUM CONCRETE
4" CONCRETE FOOTER (SITE FURNISHING)
(NO SCALE)
9
C800
13
C800
STONE PAVILION COLUMN
(NO SCALE)
INDIANA LIMESTONE - NATURAL STONE
ROCKFORD ESTATE BLEND
(STONE CENTER OF INDIANA)
#4 REBAR @ 24" O.C.
CAST STONE CAP
6" X 8" X 16" CMU,
GROUT FILLED CAVITY
6" x 8" EXISTING PAVILION COLUMN
24" PRE DILLED HOLE IN EXISTING
CONCRETE WHERE REBAR SHALL BE
INSTALLED FOR ADDITION COLUMN
SUPPORT
UNEVEN SURFACE OF EXISTING
CONCRETE SHALL BE GROUTED TO
LEVEL
1
1