HomeMy WebLinkAboutC201 SITE DETAILSNOTE:
12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN WITH 12'
POST DRIVEN 4 FEET INTO GROUND. POST SHALL BE 12' LONG
GALVANIZED 2 1/2" OD STEEL POSTS. SET BOTTOM OF SIGN 7' ABOVE
GRADE.
USE 6" PIPE BOLLARD FILLED W/
CONCRETE ONLY WHEN SIGN IS
IN PAVED AREA OR SIDEWALK
1'-6"3'-9"7'-0" (MIN)VARIESACCESSIBLE 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'-6"3 LBS./FT. GALVANIZED CHANNEL
SIGN POST PER INDOT STANDARD
SPECIFICATION SEC. 910.14.
ACCESSIBLE SIGNS
ACCESSIBLE PARKING
SYMBOL DETAIL
STANDARD DUTY CONCRETE PAVING SECTION
STANDARD DUTY ASPHALT PAVING SECTION
INTEGRAL WALK AND CURB DETAIL
CURB JOINT DETAIL
C201SITE DETAILSw180330-C201 site detSIDEWALK SECTION
- DRIVEWAY CROSSING
(NO SCALE)
4"-#53 AGGREGATE (INDOT)
7" CONC. (4000 PSI)
W/FIBER ADDITIVE
(NO SCALE)
6"-#53 AGGREGATE (INDOT)
2.5"-HMA 19.0MM BASE
1.5"- HMA 9.5MM SURFACE
(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
3"12" X 6"
12" X 9"
10" DIA.18"1"
18"R
7"
11"
4" (TYP.)
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
RESERVED
PARKING
1" RAD.
ALL CORNERS
12"18"4"8"
2.0% MAX. SLOPE
CLASS "A" CONCRETE
18"SCORE
PAVEMENT6"6"
1/8"RAD.
2"2"5.0' (MIN.)
MIN. 4" COMPACTED
#53 STONE BASE OR
MATCH STONE SECTION
MIN. 6" CLASS "A"
CONCRETE OR MATCH
PAVEMENT SECTION
(NO SCALE)(NO SCALE)
TYPICAL
SIDEWALK SECTION
5.0' (MIN.)
4" CLASS "A"
CONCRETE
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
(NO SCALE)
(NO SCALE)
VARIES (SEE PLANS)
1" RAD.
R7-8 R7-8P
50' MAXIMUM
5°
20°HEIGHT OF SYMBOL:MINIMUM = 28"SPECIAL = 41"WIDTH OF SYMBOL:
MINIMUM = 24"
SPECIAL = 36"NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
VAN
ACCESSIBLE
12"
NOTE:
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.6"RESERVED
PARKING
VAN
ACCESSIBLE
3"3"(R7-8P)
(R7-8)
(NO SCALE)
CURB TAPER DETAIL
END OF CURB
PAVEMENT
6" STANDING CURB
SECTION VIEW
PLAN VIEW
3'-0"6" STANDING
CURB TAPER PAVEMENT
END OF CURB
1"
PEDESTRIAN CROSSWALK
(NO SCALE)
NOTES:
·CONTRACTOR SHALL PROPERLY RE-ALIGN STOP BARS AND OTHER PAVEMENT
MARKERS AS NECESSARY TO INSTALL CROSSWALK.
·CROSSWALK STRIPES SHALL BE APPLIED IN ACCORDANCE WITH MUNICIPAL
STANDARDS.
·STRIPES ARE THERMOPLASTIC WHITE WITHIN R.O.W.; OTHERWISE PAINTED
WHITE.
·CONTRACTOR SHALL APPLY LONG LIFE MARKING MATERIALS ONLY.2'-0"2'-0"2'-0"SPC.6'-0"
8' MIN. VAN
(5' MIN. CAR)8'8'
ACCESSIBLE PARKING SPACES
NOTE:
ALL PAINT TO BE BLUE NON-SKID SURFACE
APPLICATION OF CILICA SAND OR GLASS BEAD BY
METHOD OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS
ON 3" DIAMETER POST
(SEE SIGN DETAILS)18'(NO SCALE)
24"30" Min. (Typ.)
1.9"
7.5"
36"
18"
36"
72"
30"
24" (Min.)
A-A
B-B
Section B-B Section A-A
Diagram 1: Bicycle Rack Type
Mounting Surface
Diagram 2: Bicycle Parking Location and Design
BICYCLE PARKING DETAIL
(NO SCALE)
72"
24"
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
SIDEWALK ADJACENT TO CURB
(NO SCALE)
VARIES - 5.0' (MIN.)
4" CLASS "A" CONCRETE
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
2.0% MAX. SLOPE
MIN. 4" COMPACTED
#53 STONE BASE
MIN. 4" COMPACTED
#53 STONE BASE
MIN. 4" COMPACTED
#53 STONE BASE
1/2" PREFORMED
JOINT FILLER
1/2"
RAISED 1/2" FOR
SETTLEMENT
MIN. 4" COMPACTED
#53 STONE BASE
**NOTE: BACKFILL FROM BOTTOM OF CURB STONE SECTION TO BOTTOM OF
SIDEWALK STONE SECTION TO BE PREPARED SUBGRADE, B BORROW OR
#53 STONE, COMPACTED PER INDOT STANDARD SPECIFICATIONS
6'-0" (MAX.) BETWEENTRANSVERSE JOINTS48.0' (MAX.) BETWEEN EXPANSION JOINTS 6'-0" (MAX.) BETWEENTRANSVERSE JOINTS48.0' (MAX.) BETWEEN EXPANSION JOINTSREVISIONS AND ISSUESPart of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW18.0330PREPARED FOR:10255 COMMERCE DRIVEPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:MLTDESIGNED BY:DWG NAME:PROJECT NO.:W18.0330DATEBY03.31.2019MLTDATE:RLWLINK OFFICE SUITESSUBMITTAL TO CARMEL ADLS/DP09.21.2018MLTSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR TAC COMMENTS11.21.2018MLTREVISED FOR TAC COMMENTS12.05.2018MLTREVISED FOR TAC COMMENTS01.02.2019RLWREVISED FOR TAC COMMENTS01.08.2019RLWREVISED SANITARY SEWER LATERAL03.13.2019RLWFINAL CONSTRUCTION PLANS03.31.2019RLW03.31.2019