HomeMy WebLinkAboutC060.1 - DETAILSC900 Detail SheetC060.1DETAIL SHEETW24.0018JKW24.001805/29/2024DDDDEVERWISE CARMEL10920 N. MICHIGAN ROAD, ZIONSVILLE, IN 4607710 9abcd 8 7 6efgh109876
5 4 3 2 Part of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
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fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONgALLAN H. WEIHE, P.E., L.S. - FOUNDER14528 S. Outer 40 Road, Suite 444Chesterfield, Missouri 63017weihe.netBuild with confidence.SMENGINEERS314 | 343 - 2211800 | 452 - 6408WEIHELand Surveying | Civil EngineeringLandscape Architecture05/29/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
W
NOMINAL 0.5"NOTES:
1."W" = 0.5"
2.BACKER ROD MATERIAL WIDTH SHALL BE 1
8" GREATER THAN "W".
3.BACKER ROD MATERIAL SHALL BE "SEALTIGHT CERRA-ROD" OR APPROVED EQUAL.
BACKER ROD
SEALANT MATERIAL
NON-EXTRUDING
PRE-MOLDED
COMPRESSIBLE
MATERIAL
SEALANT MATERIAL
BOND BREAKER1/2"8"1/4 PAV'T DEPTH
8"NOTES:
1.REFER TO SITE AND GRADING PLAN FOR JOINT TYPE LOCATIONS.
2.INSTALL 1/2" ISOLATION JOINT ALONG ALL BARRIER CURBS, WALLS, AND BUILDING FACES.
3.REFER TO JOINTING PATTERN DISPLAYED ON THE SITE PLAN. THE CONTRACTOR MAY, AT HIS CONVENIENCE AND EXPENSE,
ELECT TO SUBMIT AN ALTERNATE JOINTING PLAN IN ACCORDANCE WITH PCA STANDARDS. THE OWNER MAY, OR MAY NOT,
ACCEPT AND APPROVE THIS ALTERNATE JOINTING PLAN.
SEALANT CAULK
1/2" PREFORMED JOINT
FILLER FULL DEPTH OF SLAB
TOOLED OR SAWED
BACKER ROD DETAIL BACKER ROD ALTERNATE:
FULL DEPTH ISOLATION JOINT
ISOLATION (I) JOINT DETAILS
CONCRETE JOINT DETAILS
EXPANSION (E) JOINTTIED CONSTRUCTION (TC) JOINTCONSTRUTION (C) JOINT
1'-0"1/2" MIN4"8"SEALANT CAULK
1/2" DIAMETER 24"
LONG DEFORMED TIE
BARS @ 2.5' SPACING
TRANSVERSE DOWELED
EXPANSION (DE) JOINT
1'-0"1/2" MIN4"8"SEALANT CAULK
1" DIAMETER 14" LONG
SMOOTH DOWEL
BARS @ 1' SPACING
1/2" PREFORMED JOINT
FILLER FULL DEPTH OF SLAB
LUBRICATE ONE END
USE 6" PIPE BOLLARD FILLED W/
CONCRETE ONLY WHEN SIGN IS
IN PAVED AREA OR SIDEWALK
ACCESSIBLE SIGN BOLLARD
MOUNT DETAIL
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO
POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN
ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN.
THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE
WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND.
THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE
BACKGROUND.
3 LBS./FT. GALVANIZED CHANNEL
SIGN POST PER INDOT STANDARD
SPECIFICATION SEC. 910.14.
(NO SCALE)
THIS SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
SLOPE TOP
OF CONCRETE
GROUND/PAVING SURFACE
3500 P.S.I.
P.C. CONCRETE
12" X 6"
12" X 9"
RESERVED
PARKING
VAN
ACCESSIBLE
(R7-8P)
(R7-8)
SCALE:
90 DEGREE ACCESSIBLE PARKING DETAIL
CURB JOINT DETAIL
TOP OF CURB
(NO SCALE)
NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET
FOR TANGENT SECTIONS AND 5 FEET FOR RADIUS SECTIONS.
PAVEMENT
TRANSVERSE EXPANSION JOINTS
TRANSVERSE CONTRACTION JOINTS
BOTTOM
OF CURB
50' MAXIMUM