HomeMy WebLinkAboutC8 PAVINGGrass
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Asphalt
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TOP OF
CURB = 850.46
TOP OF
CURB = 848.41
TOP OF
CURB = 848.26
TOP OF
CURB = 849.17
TOP OF
CURB = 850.19
TOP OF
CURB = 850.48
TOP OF
CURB = 851.12
TOP OF
CURB = 849.46
TOP OF
CURB = 848.37
TOP OF
CURB = 848.85
TOP OF
TOP OF CURB = 849.08
CURB = 849.47
TOP OF
CURB = 850.20
TOP OF
CURB = 850.40
TOP OF
CURB = 850.69
TOP OF
CURB = 849.76
R
W
R
W
R
W
BM
ELEV = 852.27'
FDC
WIV
A
A
ALL PAVING WITHIN THE PUBLIC
RIGHT-OF-WAY IS TO BE
COMPLETE IN ONE PAVING SEASON
PROPOSED BUILDING
32,764 SQ. FT.
INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
CEI PROJECT NO.
NO. DATE
REVISIONS
10/10/14
10/17/14
DESCRIPTION
BZA SUBMITTAL
ADLS/ DP SUBMITTAL
1/9/15 PLANNING COMMISSION
1/26/15 PLANNING COMMISSION
EXISTING FIRE HYDRANT LOCATED AT THE NE CORNER OF THE SITE
ELEVATION = 852.27'
SITE BENCHMARK
2/26/15 SUBMITTAL REVISED PER COMMENTS
4/30/15 SUBMITTAL REVISED PER COMMENTS
6/4/15 PERMIT / BID SET
JOB # PROJ#28436.0 DRAWING: 28436 SP.dwg LAST SAVED BY: RNEDKOV LOCATION: C:\CEI-CAD\Vault\28436.0 CLA - 116th St & Coll
ege Ave - Carmel, IN\Drawings\Design\28436 SP.dwg
SCALE IN FEET
0 30' 45' 60'
Not to Scale
SITE
PROPERTY LINE/RIGHT OF WAY LINE
PROPOSED PARKING SPACES
PROPOSED
LIMITS OF SIDEWALKS AND CONCRETE APRONS
(PER ARCH. PLANS)
CONCRETE CURB AND GUTTER.
NEW PAVEMENT SECTION 'A-A'
WITHIN RIGHT-OF-WAY
N.T.S.
PEDESTRIAN ASPHALT PATH REPAIR
WITHIN RIGHT-OF-WAY
N.T.S.
1" HMA #11 SURFACE ON
2" #8 BINDER ON
5" #53 STONE
1.5" HMA BITUMINOUS TYPE B
SURFACE ON
2" HMA BITUMINOUS TYPE B
INTERMEDIATE ON
3" HMA BITUMINOUS TYPE B BASE
ON
4" COMPACTED AGGREGATE #53
BASE ON
4" COMPACTED AGGREGATE #2
BASE ON
COMPACTED SUBGRADE
3.8' MEDIAN 30' DRIVE AISLE AND PARKING 10' PEDESTRIAN PATH
EXISTING PAVEMENT
PAVING DETAILS
08A STANDARD DUTY ASPHALT PAVING
08B HEAVY DUTY ASPHALT PAVING
08C CONCRETE PAVING
70D CONCRETE SIDEWALK (PER CITY OF CARMEL)
70E SIDEWALK ADJACENT TO CURB (PER CITY OF CARMEL)
70F PEDESTRIAN ASPHALT PATH REPAIR
P.C. CONC.
12"
STANDARD DUTY
ASPHALT PAVING
N.T.S.
1.5" HMA SURFACE COURSE
1.5" HMA BINDER COURSE
COMPACTED SUBGRADE
6" CRUSHED
AGGREGATE BASE
(INDOT NO.53)
P.C. CONC.
12"
HEAVY DUTY
ASPHALT PAVING
N.T.S.
1.5" HMA SURFACE COURSE
4.5" HMA BINDER COURSE
COMPACTED SUBGRADE
6" CRUSHED
AGGREGATE BASE
(INDOT NO.53)
P.C. NON-REINF. CONC.
12"
HEAVY DUTY
CONCRETE PAVING
N.T.S.
5" PORTLAND CEMENT CONCRETE
6" CRUSHED
AGGREGATE BASE
(INDOT NO.53)
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -O F-WAY SHALL CONFORM TO THE
REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT
OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN
STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN
THE EXISTING AND PROPOSED RIGHT-OF-WAY."
LEGEND
EXISTING
e
6/2/15