HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 33r
4"
SECTION A A
CONTRACTION
JOINT (TYP.)
SECTION C —C
Tap 5ail
MAX. RAMP SLOPE 1 /FT. A CLASS "A"
CONC.
SIDEWALK PLAN VIEW
TYPIC4L SIDEWALK RAMP DETAIL FOR HANDICAPPED
■OTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
4
4
4
a
G
4
PLACE EXPANSION JOINT
AT BACK OF CURB LINE
OR AT SIDEWALK LINE
VAR. VAR.
1 WIDTH OF RAMP
SIDEWA K k MIN
CURB TAPER
SECTION B —B
111111 1 11 11111
CHAIR BACK CURB DETAIL
TRANSITION TO GRASS
NOT —TO —SCALE
1 /4 /FT. MIN.
5 -200; TH!: 11 1. 7: RI1EL
\y
ornpaoted�A�
)ckfi!i
TYPICAL ASPHALT
PEDESTRIAN PATH X— SECTION
Compacted Subgrade
Dr Aggregate Bose
24
18"
6 0" 10' 0"
FAX 1 1
No. j, l 2439
NOTES: FACES MAY BE BATTERED 10 FACILITATE SLIP FORMINC.
CURE ALL EXPOSED SURFACES.
DAI.iFH SUBGRADE BEFORE PLACING CONCRETE.
CIT`;' OF CARMEL STANDARDS
QED CONCIRETE CURB CUTTER (JYPE II)
REVISED
t FIGURE
In -11
SLOPE ASPHALT PATH TO ROAD
OR TOWARD TOP OF BANK OF [ITCH
F. 0
Sca
2' -0"
Top Soil
�S.
2 "x4" WOOD BRACES
(2 PER POST)
(MIN. 2 BA GS 1 —0"
PER POST)
4
Corn Or Sidewalk S''f, ::e
ig washed Acgrepte
4 "x4" WOOD POST
24
tir 16f
i
�;UBSURFACE DRAIN
2 "x8" WOOD RAILS
WHITE
REFLECTIVE SHEETING
ORANGE
REFLECTIVE SHEETING
4 "x4" WOOD POST
I_
SANDBAGS '1' -6
ape /It
Compacted Sbgrade
or Aggregate base
24'
NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING
CURE ALL EXPOSED SURFACES.
DAMPEN SUBGRADE BEFORE PLACING CONCRETE.
CIT; s OF CARMEL STANDARDS
COMBINED CONC:.:ETE CJRB CUTTER (TYPE III)
Concrete rt C,,rt G..tter
1a M;n 1
I
PIPE UNDERDRAIN
(Typical Instollalions)
3
NOTE: PIPE SHALL CONFCRN. 10 REOUiR-F.1 =NT: OF SECTION 90",1
OF STANDARD SPtCIF;CATIONS.
INSTALLATION RE:.`ARCO: 80TH SIDES Or FAVLMENT WHERE RLCJIRED
BY THE ENGINEER.
CITY OF CARMEL STANDARDS
ASPHALT PATH
110# SYD. BITUM SURFACE NO. 11. LV ON
220# SYD. BITUM BINDER NO. 8, LV ON
5" COMPACTED AGGREGATE BASE, SIZE NO. 53
SUBBASE TO BE PLACED IN ACCORDANCE WITH SECTION
304 OF THE INDOT STANDARD SPECIFICATIONS.
VARIABLE 26' -0" TO 36' -0" FROM CURB TO CURB
ROAD
[CLOSED
6' -0" 1/8" STEEL PLATES
GENERAL NOTES
0 ALL WOOD POST AND SUPPORT MEMBERS
SHALL BE PAINTED WITH TWO (2) COATS
OF WHITE PAINT.
02 LOCATION OF BARRICADE AS PER PLANS
03 REFLECTIVE SHEETING TO BE IN ACCORDANCE
WITH I.S.H.C. STANDARD SPECIFICATION 912.10.
SEE I.S.H.C. STANDARD DETOUR SIGNS SHT. 3.
2 "x8" WOOD RAILS
10 9
I I I 1 I I I I I I I I 1 I I I 1 1 1 I I 1 I I I I II I
1/4" 0 THRU BOLTS
6" LARGE WITH WASHERS
10' MIN
I.S.H.C. SIGN XR -1
4 "x4" WOOD POST -4 1
GRADE LEVEL
4 "x4" WOOD POST
STANDARD BARRICADE DETAIL
t
u
2' -0"
I I 1 I I I I I 1 I I 1 1I
GRADE LEVEL
REFER TO SECTION 800 OF THE INDIANA
STATE HIGHWAY COMMISSIONS STANDARD
SPECIFICATIONS AND LATEST ADDITION OF
INDIANA MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES.
WHEN THE PROPOSED EXTENSION OF THE
STREET IS TO BE a) LESS THAN TWO (2)
YEARS USE THE SANDBAGS ON POSTS
b) GREATER THAN TWO (2) YEARS USE THE
GROUND POSTS.
z
-4
5'-0"
TOPSOIL
3"
10"
COMPACTED BACKFIL
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
RESIDENTIAL STREETS ONLY
PAVEMENT
SIDEWALK 4" THICK
SLOPE
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT -OF -WAY.
MANHOLE
GRANULAR
4" MIN. GRANULAR
MATERIAL
NOT—TO—SCALE
(MANHOLE SHALL NOT BE
IN PAVEMENT AREA)
CLASS 'A
CONCRETE
LIMITS OF FULL DEPTH
SHOULDER SECTION
100'
4
CURB
INLET
4
24"
1)
MIN.
NOT TO -SCALE
MENHIR!!
■11.Pr
TRANSVERSE EXPANSION JOINTS
CURB INLET
W /MH DETAIL
l l l =1 I I' -1 I I 1 I I T
I I I l=
I .III, I_
GRANULAR BACKFILL
PAVEMENT WIDTH VARIABLE
z
CURB JOINT DETAIL
CONCRETE ROLL CURB GUTTER
(TYPE I)
CURB SECTION
I II 1II
YW YI Y�YW IIYYIW ft' Y1Y 4 0Y1.0 YY i
LOW POINT
6 3/4"
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
WITH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY.
COMPACTED SUBGRADE
OR AGGREGATE BASE
TOP OF CURB
GRANULAR
BACKFILL
w
z
-4
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING,
STONE BASE TO
EXTEND UNDER CURB
4' -0"
ALL MULCH SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.S.H.C. SPECIFICATIONS WITHIN
THE STREET RIGHT —OF —WAY.
SIDEWALK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
11111111111111
MENEM
TRANSVERSE CONTRACTION JOINTS
BOTTOM OF CURB
SLOPE: 1 /4" FT.
13' -0"
Pr/ .ar
2' -0"
r:
NOT -TO -SCALE
18'- 0"
BACK OF CURB
50' R/W
30' -0"
COMPACTED
SUBGRADE
TYPICAL STREET CROSS— SECTION
NOT -TO -SCALE
1" H.A.C. SURFACE #11
5" H.A.C. #5D BASE
7" COMPACTED STONE BASE #53
/VtV /V /V COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOTE: SURFACE COAT WILL BE
INSTALLED AS EARLY AS PRACTICAL
AFTER THE BASE IS INSTALLED
SLOPE: 1/4" FT.
COMPACTED
GRADED LAWNS
TOP SOIL
5 MIN.
2' -0"
13'
SLOPE: 1 /4" FT.
80' R/W
60' -0"
16' -0"
Y Y YY
STONE BASE TO
EXTEND UNDER CURB
r A
2' -0"
SUBGRADE
2" #8 BINDER
3" #5D BASE
PAVEMENT COMPOSITIONS
(CHERRY CREEK BOULEVARD)
NOT -TO -SCALE
NOTE: SURFACE COAT WILL BE
INSTALLED AS EARLY AS PRACTICAL
AFTER THE BASE IS INSTALLED
REVERSE GUTTER CHAIRBACK CURB
CHERRY CREEK BOULEVARD CROSS— SECT1ON
1 1/2" #11 ASPHALT SURFACE
9" COMPACTED STONE BASE
7" #53 STONE
2" #2 STONE
I I I I I I I I I I I f 1 1 l l l l l l l l l l III III III III- I� 1'► �fT
II Ill Ill 111-111
=1 11 1 1 -1 MIN. 4" i MIN. 3 1
BACKFILL PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT— TO—SCALE
NOT -TO -SCALE
5' -0" MIN.
_SLOPE 1/4" FT.
4 I TOD SOIL
PROPERTY LINE
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.
COMPACTED SUBGRADE
SUBBASE UNDER ALL CURBS, SIDEWALKS, PATHS, AND DRIVES SHALL BE PLACED IN ACCORDANCE
WITH SECTION 304 OF THE INDOT STANDARD SPECIFICATIONS.
1' -0" R/W
it
0'
i l— l��
1" H.A.C. #11 SURFACE
2" H.A.C. #9 BINDER
3" H.A.C. #5D BASE
7" #53 STONE
COLD TEMPERATURE ALTERNATE
PAVEMENT COMPOSITIONS
NOT -TO -SCALE
NOTE: COLD TEMPERATURE ALTERNATE
PAVEMENT COMPOSITION TO BE USED
AT INSPECTOR'S DISCRETION.
STONE BASE
PAVEMENT SURFACE
18' -0"
SLOPE: 1/4' FT.
ROLL CURB GUTTER
TYPE I
z
2' -0"
UNDER CURB
SIDEWALK 4"
SLOPE 1/4" FT.
W
1—
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0
w
to
ce
z
MIN. 3" TOPSOIL
NOT —TO —SCALE
6' -0"
5' -0"
SLOPE 1/4 FT.
y 4 4* W W
THICK
4" MIN. GRANULAR
MATERIAL
MIN. 3" TOPSOIL
CHAIRBACK CURB GUTTER
5-0"
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
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0
w
BETWEEN TRANSVERSE z
JOINTS
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
NOT TO —SCALE
ASPHALT
1 -4" MIN.
CONCRETE SIDEWALK
1'
0 0"
EXISTING GRADE
0"
w
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3" TOPSOIL, SEED OR SOD AS REQUIRED
>TO MATCH EXISTING
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AUG -05- ?004 TI U 11;1' Al GITY OF CARMFI
FAX NO. 317 571 2439
F. 09