HomeMy WebLinkAboutC201 SITE DETAILSNOTE:
12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN .
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.
ACCESSIBLE SIGNS
ACCESSIBLE PARKING
SYMBOL DETAIL
NOTE: PAVING SECTIONS PROVIDED WITHOUT
BENEFIT OF A GEOTECHNICAL REPORT. IT IS
RECOMMENDED THAT A GEOTECHNICAL REPORT BE
FURNISHED WITH PAVEMENT SECTION
RECOMMENDATIONS. ADJUST ABOVE SECTIONS AS
REQUIRED TO MATCH GEOTECHNICAL
RECOMMENDATIONS.
NOTE:
SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U-POST AND
MEET INDOT AND INDIANA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS.
STANDARD DUTY CONCRETE PAVING SECTION
STANDARD DUTY ASPHALT PAVING SECTION
INTEGRAL WALK AND CURB 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
(NO SCALE)
5"-#53 AGGREGATE (INDOT)
6" 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
12" X 6"
12" X 9"
10" DIA.
1"
18"R
7"
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
RESERVED
PARKING
1" RAD.
ALL CORNERS
2.0% MAX. SLOPE
CLASS "A" CONCRETE
SCORE
PAVEMENT
1/8"RAD.
EXISTING
GROUND
EARTH
BACKFILL
4"
TOPSOIL
PAVEMENT
(NO SCALE)
STOP SIGN (24" x 24")
(NO SCALE)
CURB DETAIL
(NO SCALE)
(NO SCALE)
VARIES (SEE PLANS)
1" RAD.
R7-8 R7-8P
50' MAXIMUM
5°
20°MINIMUM = 28"SPECIAL = 41"MINIMUM = 24"
SPECIAL = 36"NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
VAN
ACCESSIBLE
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.
RESERVED
PARKING
VAN
ACCESSIBLE
(R7-8P)
(R7-8)
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.SPC.9' MIN. VAN
(5' MIN. CAR)9'9'
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
(SEE SIGN DETAILS)20'(NO SCALE)
24"
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)
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.
MIN. 4" COMPACTED
#53 STONE BASE
CURB CURB
A
A
PLAN VIEW
SECTION A-A
PROPOSED PAVEMENT
SPEED TABLE C201 SITE DETAILSC201SITE DETAILSW22.0802AQW22.080203/03/2023BSMK/AQHARVEST MARKET2140 E. 116TH STREET, INDIANAPOLIS, IN 46032COMBINED CONCRETE CURB & GUTTER
TYPE II
(NO SCALE)
BACKFILL
1"R
2"R
3" TOPSOIL
MIN. 4" COMPACTED
#53 STONE BASE
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
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5 4 3 2 Part of the S/2 of Section 31, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
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fhISSUED FOR PERMIT05.16.2023SMB1REVISIONS PER TAC REVIEW05.23.2023SMB2REVISED TO ADD ADA RAMP ON WEST SIDE OF AAA WAY06.06.2023SMB3REVISIONS PER CITY COMMENTS06.28.2023SB / SR4gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:NOTE: PAVING SECTIONS PROVIDED WITHOUT
BENEFIT OF A GEOTECHNICAL REPORT. IT IS
RECOMMENDED THAT A GEOTECHNICAL REPORT BE
FURNISHED WITH PAVEMENT SECTION
RECOMMENDATIONS. ADJUST ABOVE SECTIONS AS
REQUIRED TO MATCH GEOTECHNICAL
RECOMMENDATIONS.SIDEWALKLANDSCAPE ISLAND