HomeMy WebLinkAbout33 C801 Site DetailsSITE ENGINEER.
3.
7/23/04
PER CITY OF CARMEL, HAMILTON
COUNTY SURVEYOR, AND SCS
COMMENTS
2.
6/30/04
PER CTE /CLAY WASTE COMMENTS
1.
6/30/04
PER SCS COMMENTS
NO.
DATE
REVISION DESCRIPTION
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WENT
PLATINUM
LLC
9551 DELEGATES ROW
INDIANA 46250
PHONE: 317 818 -2900
FAX: 317 -818 -2910
PROPERTIES
INDIANAPOLIS,
CONf7DENTTAUTY STATAIEJ/1
understands that
owned by IEI, and also,
and confidential
Accordingly, the recipient
in strict confidence
these materials to any
not to make copies of
agrees to use the
purpose for which IEI
and recipient agrees
either upon completion of
the request of IEI,
The recipient of these materials
copyright in the materials is
that the materials contain priviledged
business information of IEI.
agrees to retain these materials
and agrees not to disclose
other party and further agrees
the materials. The recipient
materials only for the limited
has made the materials available,
to return all materials to IEI
the intended purpose or upon
whichever comes first.
SITE ADDRESS:
SUBDIVISION
WEST ROAD
INDIANA
BELLEOOD
131st STREET
CARMEL,
SCALE N.T.S.
DATE. 7/23/04
DESIGNED BY DGP
DRAWN BY HwR
CHECKED BY. DGP
HELD BOOK f 03 -03
fILE NAME 0327G801.dwg
DR4H9NG TTTZE:
SITE
DETAILS
I 7-' i i•
N J 40.3 Hn1
AT-IT 1 A 1 i C O N O R E T I
/I I 1101!% YU
F
Ali
OT (...SECTION 4" O I
l)
I IaA_
'",3 COMPACTED A L ,A iE
CCI: IIv11)O I SECTION
1 0
H AN SEN LANE TYPICAL CROSS SECTION
i lf)N %11) I IO 1
(0NC ;1 1. If
x 111 11i 1 /L >YD
5 10001 SECTION 403 HOT
ASPII TIC.: CONCRE 1 L /C1) BASE
i'. 50 COMPACTED ACCRA CATE-
E3A'.3E III )',")T >t_t; 30.E
REFER TO T YLIC� 1.
6'
80' PER
PLAN
48' PER PLAN
Ai -L BITUMINOUS TACK COAT 13 REQUIRED
BETWEEN EACH LAYER OF FULL-DEPTH
HI OMINOUS PAVE ME NT AND ALONG THE EDGES
OF EXISTING PAVI MLNT.
NOTE: ALL PAVEMENT COARSES
TO BE COMPLETED IN SAME
PAVING SEAS /Cl.
REFER TO "TYPICAL ',LREET LOCAL SIRE LT" NOTES ON TYPICAL SECTION CROSS SECTION
64' PER
PLAN
44' PER PLAN
4' 0"
4' 0"
Al I BITUMINOUS TACK COAT IS REQUIRED
BE I WEIN EACH I AYE 0 OF f UI L DEPTH
HI LUMINOUS PAVE MLN T AND Al ONG THE EDGES
OF EXISTING PAVI MI N T.
NOTE: ALL PAVEMENT COARSES
TO BE COMPLETED IN SAME
PAVING SEASON.
REPASS DRIVE ENTRANCE TYPICAL SECTION
TREET LOCAL ;TRI -FT" NOTES ON TYPICAL SECTION CROSS SECTION
PIPE UNDERDRAIN
(Typicof Installations)
NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17
OF STANDARD SPECIFICATIONS
INSTALLATION REQUIRED: BOTH SIDE OF PAVEMENT WHERE REOUIREO
BY THE
CM( OF CARMEL STANDARDS
SUBSURFACE DRAIN
2' -0"
C &C
TYP,
Scale: f'.. 1' -[f
i
REVISED
FIGURE
10-9
1 /4 /FT.
14' PER PLAN
P,G.L. AS SHOWN ON PROFILE
14' PER PLAN
P.G.L. AS SE I OWN ON PROFILE
1/4 "/F T.
2' -0"
C &G
TYP.
2' -0"
C &G
TYP.
Bond Breaker, Min, ISif
Rooting Paper
it 4 1' Min.
T m
Coot:: Sidewalk-/ V Tapers
1 /4" /F
TYP. COMBINED, ROLL CURB
GUTTER (TYP.)
(SEE DETAIL)
TYP. PIPE UNDERDRAIN
(SEE DETAIL) 6" PERF.
PIPE (TYP.)
10'
5' 0" WALK
R/W
TYP. PIPE UNDERDRAIN
(SEE DETAIL) 6" PERF.
PIPE (TYP.)
Standard Roll Curb
RESIDENTIAL DRIVE WITH ROLLED
CURB AND GUTTER WITH SIDEWALK
GENERAL NOTES:
1. SUBGRADE UNDER AU. CURBS, SIDEWALKS AND DRIVES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
STANDARD AND SHALT. BE CONTINUOUS ACROSS THE DRIVEWAY.
CM' OF CARMEL STANDARDS
RESIDENTIAL DRIVEWAYS
16'
1 -0"
TYP. COMBINED, ROLL CURB
GUTTER (TYP.)
(SEE DETAIL)
J41ni t}4 Deep
Other Joints As Required
10' -0" ASPHALT PATH
COMPACT SUBGRADE TO 95% STANDARD
PROCTOR (ASTM D 698)
COMPACT SUBGRADE TO 95% STANDARD
PROCTOR (ASTM D 698)
Pr'rlcrrned Joint
Flier. Full Depth
7 .7 r
J_ .1_ __L. _1
1'
REVISED
FIGURE
10-17
R/W
—O"
R/W
1 INDOT SECTION 403 HOT
ASPHALTIC CONCRETE SURFACE
#11 110 /SYD
5"- INDOT DOT S
EC
TION 4-03
HOT
ASPHALTIC CONCRETE #50 BASE
550# /SYD
7 #53 COMPACTED AGGREGATE
BASE INDOT SECTION 303
Bond Breaker
1 Roofing
Paper
NOTE: ALL PAVEMENT COARSES
TO BE COMPLETED IN SAME
PAVING SEASON.
P.G.L.. AS SHOWN ON PROFILE
COAT I
S REQUIRED
IRED
TACK CO Q
AL
ALL BITUMINOUS
BETWEEN EACH LAYER OF FULL -DEPTH
BITUMINOUS PAVEMENT AND ALONG THE EDGES
OF EXISTING PAVEMENT.
TYPICAL SECTION LOCAL STREET
1. THE CURB AND GUTTER SHALL BE AS SHOWN ON THE CURB AND GUTTER STANDARD
SHEETS.
2. THE LOCATION OF THE PROFILE GRADE SHALL BE INDICATED ON THE TYPICAL SECTION FOR
EACH STREET SECTION USED IN A SET OF CONSTRUCTION PLANS,
3. THE SIDEWALK SHALL BE LOCATED IN ACCORDANCE WITH THE SIDEWALK STANDARD SHEETS.
TYPICAL STREET CROSS SECTION W /ROLL CURB GUTTER
Variable
1'—
G
R/W
33' PER PLAN
R/W
1 /4 /FT.
2' 0"
C &G
TYP.
9' PER PLAN
1 /4 /FT
9' PER PLAN 12' -0"
--P.G.L. AS SHOWN ON
PROFILE
1 /4 /FT.
C &G
TYP.
IP
1 INDOT SECTION 403 HOT
ASPHALTIC CONCRETE SURFACE
#11 110# /SYD
5 INDOT SECTION 403 HOT
ASPHALTIC CONCRETE #50 BASE
550# /SYD
7 #53 COMPACTED AGGREGATE
BASE INDOT SECTION 303
SCHMIDLER DRIVE TYPICAL SECTION
6 ftm.
Curb
CDmpoeted Subgrade
Existing Ground
ComP��d
Granular
9oekfi 1
NOTE: OR THICKNESS OF DRIVEWAY, WHICH EVER IS GREATER.
Scale: I 1
i
OF C
CARME[.. STANDARDS
SIDEWALK NEXT TO CURB
Existing Ground Line
Existing Ground Line
REVISED
FIGURE
10 -15
ALL BITUMINOUS TACK COAT IS REQUIRED
BETWEEN EACH LAYER OF FULL -DEPTH
BITUMINOUS PAVEMENT AND ALONG THE EDGES
OF EXISTING PAVEMENT.
NOTE: ALL PAVEMENT COARSES
TO BE COMPLETED IN SAME
PAVING SEASON.
REFER TO "TYPICAL STREET LOCAL STREET" NOTES ON TYPICAL SECTION CROSS SECTION
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6 IN DEPTH.
SUBGRALIE OR BASE UNDER ALI. CURBS, SIDEWALKS, AND ORIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
Tooled Or Sowed Joints 34 Thickness
S iinldeuatk mum Shalt Have Minimum Thickness
5 Ba>Et With Driveways
01,$ Or Thickness Of Driveway Which Ever Is Greater.
CONCRETE SIDEWALK
NOT TO SCALE
CITY OF CARMEL STANDARDS
FEVISEU
SIDEWALK DETAILS
FIGURE
10-14
'-0"
1 /4" /FT.
5' -0" WALK
R/W
TYP. COMBINED, ROLL CURB
GUTTER (TYP.)
(SEE DETAIL)
TYP. PIPE UNDERDRAIN
(SEE DE. T AIL) 6" PERF.
PIPE (TYP.)
TYP. COMBINED, ROLL CURB
(Sc GUTTER (TYP.)
(SEE DETAIL)
TYP. PIPE UNDERDRAIN
(SEE DETAIL) 6" PERF.
PIPE (TYP.)
COMPACT SUBGRADE TO 95% STANDARD
PROCTOR (ASTM D 698)
1' 0"
COMPACT SUBGRADE TO 95% STANDARD
PROCTOR (ASTM D 698)
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