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CHAIRBACK CURB
EDGE OF PVMT
INSTALL INDOT DOMES (SI
PLAN
4' MIN.
Pq0.5" 6" CHAIRBACK CURB TRANSITION
Max' ►PER FOOT DOWN TO 0.5° DEPRESSED CURB AT FACE Of RAMP
4' ASPHALT
SECTION A -A
FLARED SIDE FLARED SIDE
Max 10 8' Min. Max. 1:10
e Q. �� 4
S 6" CHAIRBACK
SECTION B -B
GUTTER LINE CURB
ACCESSIBLE RAMP AND
HAIRBACK CURB TRANSITION DETAIL
PV -13A NO SCALE
48' -0 "BETWEEN EXPANSION JOINTS (MAX.)
4
VARIES
SEE SITE PLAN - --{
CONCRETE TRAIL
MIN. 4" TOP SOIL I I MIN. 4' TOP SOIL
}` f,
1iTiTiN, 17
+: i i) -^- Iii• -ri I —; i 4-=y t i —� i —! i !` -! t I -, t !--a I r-
NOTE: REFER TO DETAIL 6 FOR CONTROL AND EXPANSION JOINT DETAILS
TRAIL JOINT SPACING
rpV -I6 NO SCALE
COMPACTED AGGREGATE BASE
DEPRESSED CHAIRBACK CURB
PV -24A NO SCALE
1/8" R -TYP
o ,
1 4
°
CONTROL JOWT
SEALANT '\1\ r1 /2.
I 1/2
1/8",R!- -TYP
PRE - MOLDED EXPANSION JOINT FILLER
EXPANSION JOWT TED
4° 4000 PSI CONCRETE SIDEWALK WITH
REINFORCED 6•X6' 10/10 GUAGE WIRE MESH
6' COMPACTED SUBGRADE TO 95% MODIFIED PROCTOR
NOTE: REFER TO DETAIL PV -16 FOR SIDEWALK JOINT SPACING
CONCRETE TRAIL AND DETAILS
PV -26 NO SCALE
CHAIRBACK CURB(SEE DETAIL PV -24
2.0 %
L 1 1/2' #11 HAC SURFACE
2 1/2' #9 HAC SURFACE
4 #53 COMPACTED AGGREGATE
5' #2 COMPACTED AGGREGATE
ASPHALT SECTION
PV-2O NO SCALE
COXHALL PARK AND GARDENS TRAIL AND ROAD
R1 -1
3 0" x 30
VARIES **
N
PAVEMENT MARKING —STOP BAR, 24 INCH
NO SCALE
8" TOPSOIL
COMPACTED ENGINEERED FILL
COMPACTED NO.53 STONE —
4" MIN.
(BELOW THE BARREL)
ST-33 NO SCALE
COMPACTED
NO.53 STONE
(BELOW THI
MINIMUM WIDTH= AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE
1.25(0.D.) + 12" BACKFILLED WITH CLEAN FILL MATERIAL, FREE OF AN
Y ROCKS, FROZEN SOIL, WOOD OR OTHER
EXTRANEOUS MATERIALS.
1/2 O.D.
3" MIN.
(BELOW THE BELL)
FLEXIBLE PIPE BEDDING
DETAIL IN GRASS
PVC & HDPE
ST-33A NO SCALE
FLEXIBLE PIPE BEDDING
DETAIL UNDER TRAIL
PVC & HDPE
STING EARTH
AS UNDER CONCRETE TRAIL
:CHANICAL COMPACTION
95% PROCTOR DENSITY)
�--- -- 8' WIDE - -� EXISTING GROUND
MATCH EXISTING ( CONCRETE 2% CROSS SLOPE ( -
5' DGE 0
GROUND ELEVATION - 0 EXIS
.. - JUP OR
COMPACTED AGGREGATE(SEE DETAIL PV -26 FOR DEPTH AND SPECIFICATIONS)
' CONCRETE TRAIL SECTION
PV-25A
NO SCALE
2.0 %
L 1 1/2° #11 HAC SURFACE
2 1/2' #9 HAC SURFACE
4" #53 COMPACTED AGGREGATE
5" #2 COMPACTED AGGREGATE
ASPHALT PATH SECTION
PV -20A NO SCALE
COXHALL PARK AND GARDENS TRAIL AND ROAD
TRAIL
VDING ON SITUATION)
12'
ACCESSIBLE PARKING SPACES SHALL BE
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1:1
IDENTIFIED BY A SIGN SHOWING THE
stE 51ILrLAN VUK LATUU1
INSTALLED FLUSH WITH
SEE GRADING PLAN FOR SLOPE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
PAVEMENT AREAS
INSTALLED FLUSH WITH
N
FINISHED GRADE IN
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
UNPAVED AREAS
'
NOT BE OBSCURED BY A VEHICLE PARKED
14' COMPACTED #53 STONE
BACKFILL WITH
6' COMPACTED SUBGRADE TO 95% MODIFIED PROCTOR
NOTE: REFER TO DETAIL PV -16 FOR SIDEWALK JOINT SPACING
CONCRETE TRAIL AND DETAILS
PV -26 NO SCALE
CHAIRBACK CURB(SEE DETAIL PV -24
2.0 %
L 1 1/2' #11 HAC SURFACE
2 1/2' #9 HAC SURFACE
4 #53 COMPACTED AGGREGATE
5' #2 COMPACTED AGGREGATE
ASPHALT SECTION
PV-2O NO SCALE
COXHALL PARK AND GARDENS TRAIL AND ROAD
R1 -1
3 0" x 30
VARIES **
N
PAVEMENT MARKING —STOP BAR, 24 INCH
NO SCALE
8" TOPSOIL
COMPACTED ENGINEERED FILL
COMPACTED NO.53 STONE —
4" MIN.
(BELOW THE BARREL)
ST-33 NO SCALE
COMPACTED
NO.53 STONE
(BELOW THI
MINIMUM WIDTH= AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE
1.25(0.D.) + 12" BACKFILLED WITH CLEAN FILL MATERIAL, FREE OF AN
Y ROCKS, FROZEN SOIL, WOOD OR OTHER
EXTRANEOUS MATERIALS.
1/2 O.D.
3" MIN.
(BELOW THE BELL)
FLEXIBLE PIPE BEDDING
DETAIL IN GRASS
PVC & HDPE
ST-33A NO SCALE
FLEXIBLE PIPE BEDDING
DETAIL UNDER TRAIL
PVC & HDPE
STING EARTH
AS UNDER CONCRETE TRAIL
:CHANICAL COMPACTION
95% PROCTOR DENSITY)
�--- -- 8' WIDE - -� EXISTING GROUND
MATCH EXISTING ( CONCRETE 2% CROSS SLOPE ( -
5' DGE 0
GROUND ELEVATION - 0 EXIS
.. - JUP OR
COMPACTED AGGREGATE(SEE DETAIL PV -26 FOR DEPTH AND SPECIFICATIONS)
' CONCRETE TRAIL SECTION
PV-25A
NO SCALE
2.0 %
L 1 1/2° #11 HAC SURFACE
2 1/2' #9 HAC SURFACE
4" #53 COMPACTED AGGREGATE
5" #2 COMPACTED AGGREGATE
ASPHALT PATH SECTION
PV -20A NO SCALE
COXHALL PARK AND GARDENS TRAIL AND ROAD
TRAIL
VDING ON SITUATION)
12'
ACCESSIBLE PARKING SPACES SHALL BE
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1:1
IDENTIFIED BY A SIGN SHOWING THE
BLUE
INSTALLED FLUSH WITH
FINISHED GRADE IN
INTERNATIONAL SYMBOL OF ACCESSIBILITY
PAVEMENT AREAS
INSTALLED FLUSH WITH
FINISHED GRADE IN
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
UNPAVED AREAS
'
NOT BE OBSCURED BY A VEHICLE PARKED
BACKFILL WITH
SELECT EXCAVATED
IN THE SPACE.
MATERIAL FOR
UNDER PAVEMENT AREAS
UNPAVED AREAS
00
WHITE
ANSI 4.28.5 FINISH AND CONTRAST
REFLECTIVE
FACE
THE CHARACTERS, SYMBOLS AND BACKGROUND
MATERIAL
ACCESSIBLE
OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER
PARKING
`D
NON -GLARE FINISH. CHARACTERS AND SYMBOLS
SHALL CONTRAST WITH THEIR BACKGROUND, WITH
80 Ga'
(
ui
EITHER LIGHT CHARACTERS ON A DARK BACKGROUND
Alum.
VAN
ACCESSIBLE
a
OR DARK CHARACTERS ON A LIGHT BACKGROUND.
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SPACES COMPLYING WITH 4.1.2(5)(b) SHALL
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HAVE AN ADDITIONAL SIGN "VAN- ACCESSIBLE
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=?Q0
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MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY.
* CH NI�EL POST
(2# /Ft.� 8 -10 LO
Z
1
E
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL
C
UjC
+
H
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
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POST TO BE
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LL
Q+
FINISHED GRADE
PRE - PAINTED GALVANIZED STEEL
O
,- SLOPED
°w
CAST IRON CAP
TC= ELEVATION
INSTALLED FLUSH WITH
FINISHED GRADE IN
PVC CAP (SCH 40)
PAVEMENT AREAS
INSTALLED FLUSH WITH
FINISHED GRADE IN
18'x18 "x6' CONC. PAD
UNPAVED AREAS
BACKFILL WITH
SELECT EXCAVATED
COMPACT GRANULAR)
BACKFILL MATERIAL �:.
MATERIAL FOR
UNDER PAVEMENT AREAS
UNPAVED AREAS
2 - 45' BENDS OR EXTENSION SAME
LONG RADIUS 90' SIZE AS SEWER
BEND UP TO 6° DIAMETER
SEWER CLEANOUT
TERMINATION
NO SCALE
HEAVY DUTY CLEANOUT
JAY R. SMITH NO. 4263
OR EQUIVALENT
CONCRETE ANCHOR SLOPE SLOPE
BACKFILL WITH -�
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT /SIDEWALK AREAS
SAIA NO SCALE
45' ELBOW
45' WYE
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Of
V)
Q
SEWER CLEANOUT
lSS OR PAVEMENT
BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
1 I
h.
I
BELOW SURFACE MOUNT
ACCESSIBLE PARKING SIGN DETAIL
�ru vv NO SCALE
6' 6" 18°
Min.
1'R T.C. ELEV.
1'R
3' TOP SOIL
y BACKFILL ao
24" 4' COMPACTED #53 STONE
** 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
EXCEED 4 INCHES.
CHAIRBACK CURB AND GUTTER
PV-24 NO SCALE
1'r T.C. ELEV.
3' TOP SOIL o.
i SLOPE_
ro
co
* BACKALL
�� ± i `� =Y�/Fr_
G -1 �
(_ 24'
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
NO SCALE DCAM (TYPE III)
TOP OF 6" CURB
3' TAPER
PVMT. SURFACE �+
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V �
N C `7
iiiil a v e
PVMT. ELEVATION
CURB END TRANSITION
NO SCALE
1' BEVELLED EDGE
#5 REBAR 1' -6" LONG
W/ 3/4' HOLE CAST
'ARKING BARRIERS
/4'
nULt. CAST
CONCRETE PARKING BUMPER
PV-21 NO SCALE
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Drown ey:
STA
awi"° W. CMw
Quality Assurance: TLS
Scab:
0 Scale: 1' = 50'
Shwt
C202
Date
11-24-06
Project Numtkr
990433 -10400