HomeMy WebLinkAbout05050009.78' -0"
2.0%TOWARD ROAD
/ �-1 1/2" HMA TYPE A, SURFACE
2" HMA TYPE A INTERMEDATE
6" #53 COMPACTED AGGREGATE
TYPICAL TRAIL SECTION
PV -25 NO SCALE
3" TOP SOIL
** BACKFILL
VARIES
8.00' SEE SITE PLAN
TRAIL
2.0 z 2.0 z
EXIST. EARTH FILL 3 _
DMPACTED AGGREGATE BASE
ENTRANCE ROAD CURB GRADES SHOWN IN PROFILES
---, ARE AT THIS POINT
EXISTING GRADE SHOWN IN MODIFIED CURB ANDI GUTTER SEE DETAIL PV 24
PROFILE IS AT THIS POINT
ia' -n- nArlr TN RA(lr nr Mion
2.00' 11.00' 1 2. 0 0\'l 9,16' 2.00' 11.00' 2' -0"
CONC.
CURB
20%
CONC.
CURB
I
CONC.
CURB
20%
CONC,
CURB
REFLECTIVE
FACE
Wei9 ght
INTERNATIONAL SYMBOL OF ACCESSIBILITY
MATERIAL
ACCESSIBLE
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
:&
VARIES
SEE SITE PLAN 8' -0"
TRAIL
2.0% 2.0%
/ TYPICAL CUT
- TYPICAL FILL AREA AREA
MODIFIED CURB AND GUTTER SEE DETAIL PV -24 _ UNDERDRAIN (TYP) _UNDERDRAIN (TYP)
(SEE DETAIL) (SEE DETAIL) L 1 1/2' HMA TYPE A, SURFACE
1 1/2" HMA TYPE A, SURFACE 2 1/2" HMA TYPE A INTERMEDATE
REVERSE SLOPE CHAIRBACK CURB SEE DETAIL PV -2 2 1/2" HMA TYPE A INTERMEDATE 6" #53 COMPACTED AGGREGATE
SUBGRADE TREATMENT, TYPE E 4" #53 COMPACTED AGGREGATE
1.00'
1�
EXIST. EARTH CUT
5- #73 COMPACTED AGGREGATE
TYPICAL ENTRANCE ROAD SECTION
PV -22 NO SCALE COXHALL PARK AND GARDENS ENTRANCE ROAD
** WHERE SIDEWALK IS CONSTRUCTED
ADJACENT TO THE CURB,THE SPACE
BEHIND THE NEW CURB SHALL BE
FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMPACTED IN LAYERS NOT TO VARIES
EXCEED 100 mm 8.00' SEE SITE PLAN
!0D IFIED CRB AND GUTTER
PV-24 NO SE
2.0 % 2.0 X
SEE
SUBGRADE TREATMENT, TYPE E
SATE FOR UNDERDRAINS
TYPE 4, CIRCULAR, 150mm
CURB AND GUTTER SECTION FOR HMA
PAVEMENTS W /UNDERDRAIN
PV -23 NO SCALE
TOP OF 6" CURB
3' TAPER
PVMT. SURFACE
a is
Q' ,.<3 r� V
N
4:�111111
a a a a
PVMT. ELEVATION
CURB END TRANSITION
NO SCALE
SLOPE
16"
MODIFIED CURB AND GUTTER SEE DETAIL PV -24-\
23.84'
PARKING I 9.99' 1 10.49
2.0%
L I 2.0% I 2.0%
LL-1 1/2- HMA TYPE A, SURFACE
2 1/2- HMA TYPE A INTERMEDATE
6- #53 COMPACTED AGGREGATE
REVERSE SLOPE CHAIRBACK CURB SEE DETAIL PV -2
SUBGRADE TREATMENT, TYPE E
12"
BLUE
r
I
WHITE
K
IDENTIFIED BY A SIGN SHOWING THE BLUE
REFLECTIVE
FACE
Wei9 ght
INTERNATIONAL SYMBOL OF ACCESSIBILITY
MATERIAL
ACCESSIBLE
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
:&
PARKING
c°
80 Ga.
Alum.
9'
co IN THE SPACE. WHITE
- -
21/4'
i ACCESSIBLE I
* CHANNEL POST
-
( VAN -
ACCESSIBLE
- -
- J
(2 # /Ft.) 7' -4- LON
11'
1100
18'
* POST TO BE
11'
4' -1'
6' -2'
PRE - PAINTED GALVANIZED STEEL
1.8
SLOPE
16"
MODIFIED CURB AND GUTTER SEE DETAIL PV -24-\
23.84'
PARKING I 9.99' 1 10.49
2.0%
L I 2.0% I 2.0%
LL-1 1/2- HMA TYPE A, SURFACE
2 1/2- HMA TYPE A INTERMEDATE
6- #53 COMPACTED AGGREGATE
REVERSE SLOPE CHAIRBACK CURB SEE DETAIL PV -2
SUBGRADE TREATMENT, TYPE E
GRADE BREAKUNE
TYPICAL STREET SECTION
WITH PARKING
PV-21 NO SCALE
COXHALL PARK AND GARDENS PARKING AND ROAD
MODIFIED CURB AND GUTTER SEE DETAIL
VARIES
8.00' I SEE SITE PLAN I -
'T
U- UNDERDRAIN (TYP)
(SEE DETAIL)
L1 1/2" HMA TYPE A, SURFACE
2 1/2- HMA TYPE A INTERMEDIATE
4" #53 COMPACTED AGGREGATE
5" #2 COMPACTED AGGREGATE
2.0 % I 2.0 X
2.0 % 2.0 %
_ UNDERDRAIN (TYP)
(SEE DETAIL)
i 1/2- HMA TYPE A, SURFACE 1 1/2" HMA TYPE A, SURFACE
2 1/Y HMA TYPE A INTERMEDIATE
6" #53 COMPACTED AGGREGATE 2 1/2" HMA TYPE A INTERMEDIATE
SUBGRADE TREATMENT, TYPE E 4" #53 COMPACTED AGGREGATE
5" #2 COMPACTED AGGREGATE
TYPICAL STREET SECTION
PV-20 NO SCALE
HAVE AN ADDITIONAL SIGN "VAN -ACCESSIBLE" COMPLYING WITH 4.1.2(5)(b) SHALL "
MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. * CH NNEL POST
(2# 8-10 8 -10 LO
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
* POST TO BE
PRE - PAINTED GALVANIZED STEEL SLOPED
SURFACE MOUNT BELOW SURFACE MOUNT
ACCESSIBLE PARKING SIGN DETAIL
MI- N
3O O SCAL
E E
0
1
COXHALL PARK AND GARDENS TRAIL AND ROAD
2' -0" SAWCUT
EXISTING PAVEMENT
3, 12,_0"
SHOULDER
EXISTING
SAWCUT PAVEMENT
TO MATCH PROPOSED
AND EXPOSE A CLEAN EDGE
1" HMA SURFACE
4" HMA BINDER
12- #53 COMPACTED AGGREGATE
6" #73 COMPACTED AGGREGATE
TYPICAL COUNTY ROAD SECTION
FINISHED GRADE r • ,L� NO SCALE
0
AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE BACKFILLED WITH
CLEAN FILL MATERIAL, FREE OF ANY, FROZEN SOIL, WOOD OR OTHER
EXTRANEOUS MATERIALS. -�
�- 8" TOPSOIL
.T
IL
so' :::::::;: 1/2 O.D.
(BELOW THE BARREL) �// :.:...::::..... ( BELOW THE BELL)
/ / \ / / \ / / \ / /
CLEAN LOW VOID SAND
OR OTHER NON - COMPRESSIBLE
FINE LOW VOID MATERIAL
APPROVED BY CITY ENGINEER
"B" BORROW
�RIGID PIPE BEDDING DETAIL (STORM)
`) vc NO SCALE CONCRETE PIPE AND CMP
19 -I
DI eter
�iil I II II
L- IQI i \ / - �I1 /2'R
1 1/2' R-
Y ,-
SECTION Y - Y
6•
PLAN VIEW 12• C to C
Max. Spacing
Hook
Grooved end on outlet end I
i
Tongue end on inlet end 'C-,
D
Bolts (See Sheet ME -1 )
C B= D- C Class 'A' Concrete E+ 2 T
SECTION A - A
d d A
a o < 37
9' CONCRETE
C END SECTION
3' o =__
I PIPE
Grooved (or tongue) to be the N CULVERT i Y
same as on Standard Reinforced
Concrete Pipe ASTM Designation _ ....... J Concrete
C 76 H 6 A 17 T
- Computed length of culvert --
Riprop to be placed
L A Pay length of culvert End Section on side slope when
Length (D ) I called for on plans.
LONGITUDINAL SECTION
SLOPE DETAIL
NOTES,
1. CONCRETE IN THESE END SECTIONS SHALL BE THE SAYE GRACE AND
STRENCIHI AS SPECIFIED FOR REINFORCED 0MCETE PIPE: ASTY
DESIGNATION C 76 CLASS L ( as w out In tee Stanaed Spada) DIMENSIONS OF PRECAST CONCRETE END SECTIONS
2 FM'CRCEMENT N THE -H° PORTION SHALL BE THE SAYE AS SPECIFIED
FOR NEWORCFD CONCRETE. AM DEMTIDN C 756, MSS I FOR THE
Siff OF COMM PPE
1 REBaCRmERT N THE -B' PORTION SHALL HAVE A CROSS - SECTIONAL
AREA EQUAL TO THAT CF ONE LAYER IF Sim N THE 'C SECTION.
4. THE END OF PIPE CULVERT SHALL BE PACED N THE CONCRETE END
SECTION So THAT THE FLOW LINES ARE RUSH. THE ANT SHALL BE
COMPLETELY FILLED MIN MORTAR.
5. N 3;1 OR kt FILL SLOPE, CHANGE To THE SLOPE OF THE END SECTION
N A SMOOTH. PLEASING TRANSITION APPROIOYATfLY 10'-O' N LENGTH,
a VARIATIONS N ONENS ONS - THE THICKNESS OF THE CONCRETE, THE
POSITION OF STEEL, AND THE N,EANAL DIAMETER OF THE PPE SHALL
CONFORM MIN THE VARIATIONS N DIENSIM AS PROVIDED N THE
SPECFICATIONS I'm REIFUM CONCRETE CULVERT, STORM DRAM,
AM SEMER PPE, AM DESIGNATION C 71L
7. VAN WIN D MY CULVERT OR CAST NON CULVERT PPE
IS USED, A -PPE END SECTION ' COMPARABLE TO THAT AS SHOWN
FOR METAL OR CONCRETE SHALL SE RMISED AND STALL BE AS
APFROVED BY THE PROMECT DOM
DIA.
12"
A x
r
ACCESSIBLE PARKING SPACES SHALL BE
E x
K
IDENTIFIED BY A SIGN SHOWING THE BLUE
R2
Wei9 ght
INTERNATIONAL SYMBOL OF ACCESSIBILITY
Y
5-
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
:&
2' -0'
NOT BE OBSCURED BY A VEHICLE PARKED
101/8'
9'
co IN THE SPACE. WHITE
15' 1
21/4'
ANSI 4.28.5 FINISH AND CONTRAST REFLECTIVE
THE CHARACTERS, SYMBOLS AND BACKGROUND FAC
I
M ATE RE AL
OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER
NON -GLARE FINISH. CHARACTERS AND SYMBOLS 80 Go
SHALL CONTRAST WITH THEIR BACKGROUND, WITH
EITHER LIGHT CHARACTERS ON A DARK BACKGROUND Alum.
OR DARK CHARACTERS ON A LIGHT BACKGROUND.
�
ACCESSIBLE
PARKING
( VAN -
ACCESSIBLE
- -
GRADE BREAKUNE
TYPICAL STREET SECTION
WITH PARKING
PV-21 NO SCALE
COXHALL PARK AND GARDENS PARKING AND ROAD
MODIFIED CURB AND GUTTER SEE DETAIL
VARIES
8.00' I SEE SITE PLAN I -
'T
U- UNDERDRAIN (TYP)
(SEE DETAIL)
L1 1/2" HMA TYPE A, SURFACE
2 1/2- HMA TYPE A INTERMEDIATE
4" #53 COMPACTED AGGREGATE
5" #2 COMPACTED AGGREGATE
2.0 % I 2.0 X
2.0 % 2.0 %
_ UNDERDRAIN (TYP)
(SEE DETAIL)
i 1/2- HMA TYPE A, SURFACE 1 1/2" HMA TYPE A, SURFACE
2 1/Y HMA TYPE A INTERMEDIATE
6" #53 COMPACTED AGGREGATE 2 1/2" HMA TYPE A INTERMEDIATE
SUBGRADE TREATMENT, TYPE E 4" #53 COMPACTED AGGREGATE
5" #2 COMPACTED AGGREGATE
TYPICAL STREET SECTION
PV-20 NO SCALE
HAVE AN ADDITIONAL SIGN "VAN -ACCESSIBLE" COMPLYING WITH 4.1.2(5)(b) SHALL "
MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. * CH NNEL POST
(2# 8-10 8 -10 LO
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
* POST TO BE
PRE - PAINTED GALVANIZED STEEL SLOPED
SURFACE MOUNT BELOW SURFACE MOUNT
ACCESSIBLE PARKING SIGN DETAIL
MI- N
3O O SCAL
E E
0
1
COXHALL PARK AND GARDENS TRAIL AND ROAD
2' -0" SAWCUT
EXISTING PAVEMENT
3, 12,_0"
SHOULDER
EXISTING
SAWCUT PAVEMENT
TO MATCH PROPOSED
AND EXPOSE A CLEAN EDGE
1" HMA SURFACE
4" HMA BINDER
12- #53 COMPACTED AGGREGATE
6" #73 COMPACTED AGGREGATE
TYPICAL COUNTY ROAD SECTION
FINISHED GRADE r • ,L� NO SCALE
0
AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE BACKFILLED WITH
CLEAN FILL MATERIAL, FREE OF ANY, FROZEN SOIL, WOOD OR OTHER
EXTRANEOUS MATERIALS. -�
�- 8" TOPSOIL
.T
IL
so' :::::::;: 1/2 O.D.
(BELOW THE BARREL) �// :.:...::::..... ( BELOW THE BELL)
/ / \ / / \ / / \ / /
CLEAN LOW VOID SAND
OR OTHER NON - COMPRESSIBLE
FINE LOW VOID MATERIAL
APPROVED BY CITY ENGINEER
"B" BORROW
�RIGID PIPE BEDDING DETAIL (STORM)
`) vc NO SCALE CONCRETE PIPE AND CMP
19 -I
DI eter
�iil I II II
L- IQI i \ / - �I1 /2'R
1 1/2' R-
Y ,-
SECTION Y - Y
6•
PLAN VIEW 12• C to C
Max. Spacing
Hook
Grooved end on outlet end I
i
Tongue end on inlet end 'C-,
D
Bolts (See Sheet ME -1 )
C B= D- C Class 'A' Concrete E+ 2 T
SECTION A - A
d d A
a o < 37
9' CONCRETE
C END SECTION
3' o =__
I PIPE
Grooved (or tongue) to be the N CULVERT i Y
same as on Standard Reinforced
Concrete Pipe ASTM Designation _ ....... J Concrete
C 76 H 6 A 17 T
- Computed length of culvert --
Riprop to be placed
L A Pay length of culvert End Section on side slope when
Length (D ) I called for on plans.
LONGITUDINAL SECTION
SLOPE DETAIL
NOTES,
1. CONCRETE IN THESE END SECTIONS SHALL BE THE SAYE GRACE AND
STRENCIHI AS SPECIFIED FOR REINFORCED 0MCETE PIPE: ASTY
DESIGNATION C 76 CLASS L ( as w out In tee Stanaed Spada) DIMENSIONS OF PRECAST CONCRETE END SECTIONS
2 FM'CRCEMENT N THE -H° PORTION SHALL BE THE SAYE AS SPECIFIED
FOR NEWORCFD CONCRETE. AM DEMTIDN C 756, MSS I FOR THE
Siff OF COMM PPE
1 REBaCRmERT N THE -B' PORTION SHALL HAVE A CROSS - SECTIONAL
AREA EQUAL TO THAT CF ONE LAYER IF Sim N THE 'C SECTION.
4. THE END OF PIPE CULVERT SHALL BE PACED N THE CONCRETE END
SECTION So THAT THE FLOW LINES ARE RUSH. THE ANT SHALL BE
COMPLETELY FILLED MIN MORTAR.
5. N 3;1 OR kt FILL SLOPE, CHANGE To THE SLOPE OF THE END SECTION
N A SMOOTH. PLEASING TRANSITION APPROIOYATfLY 10'-O' N LENGTH,
a VARIATIONS N ONENS ONS - THE THICKNESS OF THE CONCRETE, THE
POSITION OF STEEL, AND THE N,EANAL DIAMETER OF THE PPE SHALL
CONFORM MIN THE VARIATIONS N DIENSIM AS PROVIDED N THE
SPECFICATIONS I'm REIFUM CONCRETE CULVERT, STORM DRAM,
AM SEMER PPE, AM DESIGNATION C 71L
7. VAN WIN D MY CULVERT OR CAST NON CULVERT PPE
IS USED, A -PPE END SECTION ' COMPARABLE TO THAT AS SHOWN
FOR METAL OR CONCRETE SHALL SE RMISED AND STALL BE AS
APFROVED BY THE PROMECT DOM
DIA.
T (min.)
A x
C x
D x
E x
K
R1
R2
Wei9 ght
12'1
Y
5-
4' -3'
6' -2-
2' -0'
1.3
101/8'
9'
800
15' 1
21/4'
7'
4' -0'
6' -3'
2'4'
1.5
121 /Y
11'
1100
18'
2 1/2'
11'
4' -1'
6' -2'
3' -0'
1.8
15 i/2'
12'
1300
21'
2 3/4'
11
S -6.
W -3'
S -6'
21
16 1 /8'
13'
15M
24'
3'
1' -0'
2' -8'
6' -3-
4' -0'
23
16 3/16-
14-
1800
27'
3 i/4'
i' -i'
2' -5'
6' -3'
V -6"
26
18 9/16'
14 1/2'
2100
30'
31/2'
i' -2'
1' -10'
6' -3'
5' -0'
29
181 /Y
15•
2400
33'
3 3/4-
1' -3'
S -6'
8' -3'
5' -6'
3.1
23 3/4'
17 1/2'
4100
36'
4'
i' -5'
3' -i'
W -3'
6' -0'
3.4
24 5/16
20
4200
curb ramps to prevent puddles at the path
of travel
Slope 12: 1 _ #16 spa. 460
7. See Standard Drawing 604 - SWCR -12 for
improved access on narrow sidewalks.
PAVEMENT
8. Algebraic difference in grade between the base
x Tolerance t 1'
a
IL ETD SECTIONS MILL BE PAD FOR AT THE CONTRACT URI PRICE EACH
IN ' PPE END SECTION ' COMPLETE N PLACE AID ACCEPTED.
/. CONCRETE PPE ME ANCHORS SAL BE REQUIRED ON ALL CONCRETE
PPE SECTIONS THE COST THEREOF SHALL BE INCLUDED N THE
CONTRACT LMT PRICE PER EACH FOR ' PPE END SECTIONS. '
PRECAST CONCRETE END SECTION
ST -3A NO SCALE
6" 1 18"
1"r T.C. ELEV.
1"r
3" TOP SOIL °
SLOPE Y4 /FT.
BACKFIL
� a
COMPACTED STONE BASE
** ADJACENT TO THE CURB,THE SPACE ADJACENT TO THE CURB, THE SPACE
BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 ".
REVERSE SLOPE
CHAIRBACK CURB and GUTTER
A
NO SCALE
DCAM (TYPE III)
ST -35 NO SCALE
0
I
�F
CURB TURNOUT
i- FACE OF CURB
B
�- DETECTABLE WARNING SURFACE
'ER STANDARD DRAWING NO. 604 - SWCR -02
EDGE OF PVMT
ACE OF CURB
rwnm
6' MIN.
F60T 6"
4- ASPHALT
SECTION A -A
FLARED SIDE FLARED SIDE
Max. 1:10 4' -0" Min. Max. 1:10
-^ d
J: 4
SECTION B-B 6- MONOLITHIC
CURB AND WALK
ACCESSIBLE RAMP DETAIL
PV-13 NO SCALE
GENERAL NOTES:
411- -1 11
OThese dimensions are based on a 150 mm curb
height They shall be proportionally adjusted for
E ' tzk-�-- * 10m E
E
heights.
°Q
other curb
OWhere she Infeasibility precludes construction
I I ( 23 - 36 mm
8.33% + 5% =13.33 %> 11 °�
to the width shown, such width may be
g �0 mammum
decreased to a minimum of 900 mm.
_
® O Section
5 % maximum
a-a
OThe bottom edge of the curb ramp shall be
flush with the edge of adjacent pavement
Square pattern
Provide 610 mm level 6t0
and gutter line.
TRUNCATED DOMES USED
strip N algebraic Provide curb as required,
OLanding areas at the top of curb ramps shall
IN DETECTABLE WARNINGS
difference exceeds 11% may be monoliti:with
level strip.
have maximum cross slope of 50 : 1 in any
_ :, .,
direction. When side infeasibility precludes
" '
CHANGE OF GRADE
a landing slope of 50 : 1 in any direction, the
Detectable warring brick
slope perpendicular to Ate curb face shall not
Brushed sand mixture
exceed So: 1.
Setting bed
Siape 12: 1 Concrete base
60 50 50
OH site infeasibility precludes construction to
-� PAVEMENT
the width shown, the landing width may be
decreased to 900 mm minimum. The running
°0
slope of the curb ramp may be steepened to
'
a maximum of 10:1 fora maximum
DETAIL OF RAMP GROOVES
160 mm rise.
BRICK SURFACE CONSTRUCTION
6. Drainage inlets should be located uphill from
curb ramps to prevent puddles at the path
of travel
Slope 12: 1 _ #16 spa. 460
7. See Standard Drawing 604 - SWCR -12 for
improved access on narrow sidewalks.
PAVEMENT
8. Algebraic difference in grade between the base
-
N Oinen•bn "i hmm WO°- oWx"ta°
INDIANA DEPARTMENT OF TRANSPORTATION
of curb ramp and the gutter shall be limited to less
SIDEWALK CURB RAMPS
than 11 %. If it is not practical, a 610 mm wide
Construction of curb if
GENERAL NOTES & DETAILS
level strip shell be provided. See detail sketch.
separated from ramp
S
ARCH 2006
OThe detectable waming surface shall be located so
STANDARD DMVVING N0, 604-SWCR -02
that the near edge to the curb One Is 160 mm min.
460
and 205 mm max.
#76 x 610
;� No. s
•L �a L v.0- 30.05
9750
srnr o $j!
ALTERNATE CURB CONSTRUCTION
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PE1050 4920
• � '• STATE OF �
Drawn By.
MAW
Checked By. CMW
Quality Assurance: DAL
kale:
0 Scale: 1' = NA'
Sheet
0203
Dale
06-20-05
Project NumbHx
990433 -20610