HomeMy WebLinkAboutPLN C5.01 DET V1aERIDIA y_
APPROVED
_._. 07ffi z
TRUNCATED DOMES. SEE DETAIL
'B5' THIS SHEET.
ADA ACCESSIBLE RAMP
SCALE: N.T.S. D 1
6" LANDING TRANSITION
48" MINIMUM 36"MINIMUM
2%SLOPE_ A 50/ SLOPE
LANDING AT
STREETLEVEL
CURB WALL
/.ASIGN(TYP)
SEE DETAIL
THIS SHEET
4'-0"(STD)
T-6-(VAN)
a
TRUNCATED DOMES. c0
SEE DETAIL'B5',
ADA SYMBOL (TYP) z
a Y 4
THIS SHEET. 4 0 SEE DETAIL
r' a THIS SHEET a
GV 8� d
\ GV�00- t 5'-0" MIN. (STD) 4" WIDE PEDESTRIAN STRIPES
8'-0"MIN. MIN ANGLE 2-0" O.C.F-0COATS)
Sz\ON NOTE
AN
LANDING IS PERPENDICULAR TO STREET CROSS SLOPES WITHIN ADA PARKING STALLS AND
ACCESSIBLE ROUTES NOT TO EXCEED 146 SLOPE.
ADA ACCESSIBLE RAMP ADA PARKING DETAIL C2
SCALE: N.T.S. SCALE: N.T.S.
CONCRETE
#4 BAR CONT.
ASPHALT PAVEMENT,
FINISH GRADE
(SEE SPECIFICATIONS)
WIDTH VARIES
1" RADIUS
-
S
SEE PLAN
ROAD BASE
20� ASPHALT
SUBGRADE
III -III III III -III IIII
I III-1 I I III III III III -III
II �
__
(STANDARD DUTY) (HEAVY DUTY)
BASE
PARKING ROADWAY
AREAS AREAS
III
RtNOTE:
R CONT.
ASPHALT 3" 4"
CONST. JOINTS @ 10'-0" O.C.
6"
BASE COURSE 8" 8"
EXPANSION JOINTS @ 50'-0" O.C.
a
NOTE:
I
REFER TO SOILS REPORT FOR PROJECT SECTION SOILS REPORT OVERIDES.
o
ASPHALTIC PAVEMENT SECTION
INTEGRAL WALK & CURB
SCALE: N.T.S.
SCALE: N.T.S.
o
a
o
� Icy
�z
z 4,.
zwaw
��3LL
PAINTED EMBLEM 4 z z
ON ASPHALT PAVING FINISH GRADE
TYP. AT ALL ADA OR PAVING pN
PARKING STALLS PER CITY
REQUIREMENTS. (2 COATS)
NOTE:
SEE SPECIFICATIONS FOR PAINT
TYPE AND COLOR. (2 COATS)
PAINTED ADA SYMBOL
SCALE: N.T.S.
2'-0"
(2)14" x 1/2" STEE
DOWN PINS.
6" 2" BOTTOM OF
CONTRACTION JOINT
3/4" RAD. CONCRETE 6-0"
IIIIII �'
_ r
IIIIII XL
6'
ROAD BASE NOTE:
CONST. JOINTS @ 10'-0- O.C.
EXPANSION JOINTS @ 50'-0" O.C.
24" CURB & GUTTER
o�
SCALE: N.T.S.
6• `, ,..,..,...,
ASPHALT
FINISHED GRADE
'
TIP GUTTER 1/2" AWAY FROM
(2) #4 BARS
CURB AS INDICATED BY
CONCRETE PAVEMENT.
DRAINAGE PLAN
F,
• •s
_ CONCRETE
IIIIII
6• 2•
MAX. DEPTH OF JOINT
ROAD BASEL
III III
ROAD BASE
_
3/4" RAD.
g
IIIIII
6- 1/2"RADIUS
=
_
I III -III SUBGRADE
II
III-II
-II
ASPHALT
I I-II
III
EANSION JOINT
_
IIIIII IIIIII III
_ (2) #4 BARS
STANDARD HEAVY
CONCRETE1
'
�q SIDWALK
""-` "''
CONCRETE 6- 8"
6-
ROAD BASE 5" 6"
ROAD BASE
• III �
6" ROAD BASE
NOTE:
j - -
'
L
CONST. JOINTS @ 10'-0" O.C.
NOTE:
I—II=I
EXPANSION JOINTS @ 50'-0" O.C.
REFER TO SOILS REPORT FOR PROJECT SECTION SOILS REPORT OVERIDES.
CONCRETE
Ii-1 i I-1 I I-1 I I-
ROAD BASE
NOTE:
CONST. JOINTS @ 10'-0" O.C.
EXPANSION JOINTS @ 50'-0" O.C.
CONCRETE PAVEMENT SECTION Al
CURB WALL DETAIL
A2
SCALE: N.T.S.
24" RELEASE CURB & GUTTER
Al
SCALE: N.T.S.
AJ
SCALE: N.T.S.
PARKING 'RESERVED PARKING SIGN
�-
PER MUTCD STANDARDS &
®
SPECIFICATIONS.
�►
SEE MUTCD DETAIL R7-0.
VAN ACCESSIBLE SIGN
VAN
ACCESSIBLE
PER MUTCD STANDARDS &
SPECIFICATIONS.
SEE MUTCD DETAIL R7-8P.
4" MAX.
(VAN STALLS ONLY)
SIGN
POST
� SLOPE CONCRETE AWAY FROM TUBE
III III ' I I - I -III III IIII I
III III • -°I i .III III III -III=
III -III
= 1.
'• -) CONCRETE FOOTING
1'-0"
ADA PARKING SIGN
SCALE: N.T.S.
2-Yz"x4"x8" CONCRETE PAVERS
SEE NOTES 1 & 3
6" CONCRETE RAMP OR
6" CONCRETE RAMP OR
LANDING.
LANDING.
Yz" BEDDING SAND & �
TILE
FILTER FABRIC
, ; SEE NOTE
DRAIN HOLES
SEE NOTE 2 -
• 6" ROAD BASE
t.
4 REINF. BARS PLACED
AND BOTTOM
1TERED).
6" ROAD BASE
CONCRETE WHEEL STOP
o•+
SCALE: N.T.S.
ROUND CAP
6' DIA. SCH. 40 STEEL PIPE
CONCRETE FILLED
PRIME AND INSTALL 2 COATS OF
PAINT, SAFETY YELLOW
(UNLESS NOTED OTHERWISE)
FINISH GRADE
lIz—
III III III•, l , I III III III
III=11I III I III III=11I
III III "�'. � III III
111=1 I I = i- i IIII I I
N IIIII p�': � IIII�
4 NO PAINT ON PIPE BELOW
i• . i•.
FINISH GRADE
L'- ' CONCRETE
14-
MINN.
BOLLARD DETAIL ��
r1�r
SCALE: N.T.S.
NOTES:
1. PAVERS, FABRIC, SAND MATERIAL AND
INSTALLATION PER APWA SECTION 02783.
2. INSTALL 3/4" DRAIN HOLES AT LOW POINTS
1'-0" O.C. FILL WITH SAND.
3. ESTABLISH PAVER PATTERN TO ASSURE ALL
EDGE PAVERS ARE HALF PAVERS OR LARGER.
CONCRETE PAVER OPTION DETAIL
SCALE: N.T.S. ~
0
* 1.6" TO 2.4" o
PLAN
50% TO 65%OF
BASE DIAMETER
BASE DIAMETER
0.9" TO 1 A"
SECTION
TRUNCATED DOME DETAIL
^i
SCALE: N.T.S.
NOTES:
1. MATERIAL: CONTRACTOR'S CHOICE WITH ENGINEER'S
APPROVAL. INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS.
PANEL
SEE N(
6" ROAD
TILE OPTION DETAIL
SCALE. N.T.S. B
NOTES:
1. MATERIAL: CONTRACTOR'S CHOICE WITH ENGINEER'S
APPROVAL. INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS.
2. TRIM PANEL AS REQUIRED TO MATCH REQUIRED
PATTERN.
6" CONCRETE RAMP OR
LANDING.
RIBBED POLYMER COMPOSITE
TYPE PANEL OPTION DETAIL
SCALE: N.T.S. C
TRUNCATED DOMES DETAIL
o5
SCALE: N.T.S.
I
Ind
ui
TA
W
Z
� a
Q Z
O�ym
akM LA
0=0
VMN
Z
>Zo
W
LaLL
OC O
O W R*
Ln
N
H
M W
Z
W
H
Q
U
O
J
z
O
PROJECT NO: 21070
DRAWN BY: CCW
CHECKED BY: RJP
DATE: FEBRUARY 7, 2022
CIVIL
DETAILS
C5.01