HomeMy WebLinkAboutL701 Site Details$TIME$$DATE$Model:$MODELNAME$$FILE$User:$USER$Checked:REVISIONProject #:Scale:Date:DATEDrawn:SYMSHEETSSHEETOFPer Indiana State Law IC8-1-26,Call Two Full Working DaysBefore You Dig.SJCA Inc.Field Survey:WHITE RIVER GREENWAYNORTH TRAIL EXTENSIONHAMILTON COUNTY, INDIANACARMEL CLAY PARKS & RECREATION626 North Illinois Street
Indianapolis, Indiana 46204
Phone: (317) 635-5030
Website: www.browningday.com
07/30/2021BD 22056CJDB06/16/23100% BID SETSITE DETAILSL7014" CONCRETE PAVEMENT
1 1/2" = 1'-0"4"6"R1/4"BROOM FINISH;
STANDARD GREY
COLOR
COMPACTED #53
COARSE AGGREGATE
COMPACTED
SUBGRADE
FINISH GRADE
CONCRETE PAVEMENT
REINFORCED WITH
6" x 6" 10/10 WWM
(MID-DEPTH)
L701
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SAWCUT CONTROL JOINT
CAULKED EXPANSION JOINT
DOWELED EXPANSION JOINT AT VERTICAL PLANE
ENLARGED TYPICAL CAULKED JOINT
CONCRETE PAVING JOINTS
1 1/2" = 1'-0"
DEPTH OF CUT TO BE
25% THE DEPTH OF
SLAB.BEVEL EDGE OF
JOINT. MAKE ALL SAW
CUTS WITHIN SAME
CALENDAR DAY
OF CONCRETE POUR.
CONCRETE PAVEMENT
NOTE: IN WARM WEATHER SAW CUT NO LATER THAN
12 HOURS AFTER POUR. IN COLD WEATHER SAW
CUT NO LATER THAN 18 HOURS AFTER POUR.
14" PNA STAINLESS
DIAMOND DOWEL, OR
12" DIA. X 24" SMOOTH
STEEL DOWEL WITH
SLEEVE AT ONE END,
24" O.C.
CONCRETE PAVEMENT
14" TOOLED RADIUS
EDGE
CAULKED JOINT, SEE
CAULKED JOINT
ENLARGEMENT DETAIL
NOTE: BRUSH OUT MARKS FROM TROWEL ON EITHER SIDE OF
JOINT, LEAVING ONLY THE JOINT SCORED SMOOTH. CONFIRM
JOINT LOCATIONS IN FIELD WITH THE LANDSCAPE ARCHITECT.
(ALL CURVED JOINTS AND EDGE OF PAVEMENT BANDS ONLY.)
CAULKED JOINT, SEE
CAULKED JOINT
ENLARGEMENT DETAIL
CONCRETE PAVEMENT
CONCRETE CURB,
WALL, ETC.
CONCRETE PAVEMENT
1/4" TOOLED RADIUS
EDGE
FOAM BACKER ROD
PREMOLDED
EXPANSION JOINT
FILLER PER
SPECIFICATIONS
MASTIC SEALANT, PER
SPECIFICATIONS,
COLOR TO MATCH
ADJACENT PAVING.
WIDTH TO DEPTH RATIO
OF MASTIC TO BE PER
MANUFACTURER'S
RECOMMENDATIONS
14" PNA STAINLESS
DIAMOND DOWEL, OR
12" DIA. X 24" SMOOTH
STEEL DOWEL WITH
SLEEVE AT ONE END,
24" O.C.
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L701
B
FINISH GRADE
SEE GRADING PLANS
SS. DOWEL AT 24" O.C.
COMPACTED SUBGRADE
SEAT WALL
1" = 1'-0"
1'-7"
3000 PSI CONCRETE
#5 REBAR LONGITUDINAL @ 1'-6" O.C.
1'-4"
LIMESTONE CAP;
SMOOTH FINISH; SLOPE
AWAY FROM PLAZA
SECTION - A
PLAN - B
CMU WALL, GROUT FILLED
NATURAL LIMESTONE VENEER TO MATCH
RESTROOM BUILDING STONE2'-0"TOP OF WALL
SEE GRADING PLANS
ELEVATION - C
1'-7"
1'-4"
1" AIR GAP
CMU WALL, GROUT FILLED
(1)#5 @ 48" O.C.
EDGE OF
LIMESTONE CAP
ADJACENT PLANTING
BED; SEE PLANTING
PLANS
A
LIMESTONE CAP
3"2'-0"FINISH GRADE
SEE GRADING PLANS
NATURAL LIMESTONE VENEER
IN ASHLAR PATTERN TO MATCH
STONE ON RESTROOM BUILDING;
CONTRACTOR TO SUBMIT
SAMPLES FOR APPROVAL
A
C
CENTER (1) #5 REBAR @ 48" O.C.
1" AIR GAP
1 1/2"1 1/2"3'-0"WEEP TUBES; 24" O.C.
GROUT SOLID AT BASE OF
WALL
DOWELED EXPANSION JOINT,
SEE DETAIL 2/L701
1'-6"
1
8" CAP JOINTS,
TYP.
3" = 1'-0"
2"3"1/4"1 1/2"1/4"1 3/8"
DRIP
EDGE
1 1/2"
1'-4"
LIMESTONE
VENEER
DRAINAGE PIPE
THROUGH WALL
LOCATED EVERY 3FT
ON CENTER AROUND
PERIMETER OF WALL;
CUT STONE VENEER
AND GROUT
AROUND PIPE
3'-0"
1
2" WASH
3"2 1/2"DRAINAGE PIPE BEYOND;
SEE ELEVATION C ABOVE
FOR LOCATIONS
SEALANT AND BACKER
ROD, ALL SIDES OF CAP
FLEXIBLE BUTYL RUBBER FLASHING, TRIMMED
BACK 1
2" FROM EXTERIOR WALL FACES
METAL FLASHING
MORTAR SETTING BED, RAKED BACK TO
INSTALL BACKER ROD AND SEALANT
MORTAR SETTING BED UNDER CAP,
RAKED BACK TO INSTALL BACKER ROD
AND SEALANT
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L701
DECORATIVE CROSSWALK SECTION
1/2" = 1'-0"
10'-0"
1'-0"8'-0"1'-0"
CROSSWALK9"ASPHALT
PAVEMENT;
SEE CIVIL
CONCRETE BANDING;
COLOR: STANDARD GREY
FINISH: SAND MATRIX
WWF REINFORCEMENT
EXPANSION JOINT & S.S. DOWEL
STAMPED CONCRETE ASHLAR PATTERN;
COLOR: 134 SOUTHERN CLAY BY SCOFIELD W/
WWF REINFORCEMENT; PROVIDE COLOR
MOCKUP WITH PATTERN FOR APPROVAL PER
SPECS.
COMPACTED
#53
COARSE
AGGREGATE6"4
L701
HEAVY DUTY CONCRETE PAVEMENT
1 1/2" = 1'-0"7"8"R1/4"HEAVY DUTY
CONCRETE PAVEMENT
FINISH PER PLANS
COMPACTED #53
COARSE AGGREGATE
COMPACTED
SUBGRADE
FINISH GRADE
#4 @ 18" O.C. EW
2"6"8"2"
THICKEN SLAB AT
EDGES OF PAVEMENT
L701
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PARK RULES & WAYFINDING SIGN
NTS
MANUF: BELMONT GRAPHICS
SIGNAGE TYPE: DOUBLE BLADE;
SINGLE-SIDED PRINT
SIZE: 25" X 72" OVERALL; 20" X 56" BLADE;
4" X 4" ALUMINUM POST,
POWERCOATED GREEN
CONTRACTOR TO COORDINATE WITH
CARMEL CLAY PARKS FOR SIGNAGE
GRAPHICS. SUBMIT SHOP DRAWINGS FOR
APPROVAL PRIOR TO ORDERING.
L701
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