HomeMy WebLinkAboutRighetti_TrafficCalming6' 10' 6'
V V
SPEED
HUMPS
AHEAD
6 1
tn
213X4 24" 6'
iW84 (CA)
30" x 30"
Black on Yellow
5" Series D Letters
High Intensity Reflectorized
A A
i14-4 %
1 ®-i1 SPEED
.HUMP,
►l 3X4
B B W17-1
]30" x 30"
Black on Yellow
6" Series E Letters
High Intensity Reflectorized
C
8'z<D 7
3 GUTTER CURB FACE
c SIDEWALK
STRIPING & SIGNS
INSTALLATION NOTES:ParabolicParabolic
FlatFor General Construction Notes, see Engineering Standard 7320.
(T) 12" wide reflective white thermoplastic pavement markings.
(2) "SPEED HUMPS AHEAD" signs shall be located only as
directed by the City Engineer.
SFor sign post details, see Engineering Standard 7210.
Signs shall conform to State Specifications or as approved by
the City Traffic Engineer.
(5) To be determined in field. One sign shall be installed in advance
of a series of humps.
Additional 12" wide reflective thermoplastic pavement markings
may be installed as directed by the City Traffic Engineer.
(7) Where no curb and gutter exist, add AC berm per Engineering
Standard 7120 for the length of the table.
(&) Exceptions may be approved by the City Traffic Engineer.
—Ih— 6'10'6
8Section A
LO
CNJ CM CM 05■ i CM0 o d r-'T -
CO
0 d o
Ow
Section B
2.0'rlrlrlrlrlr1.0'—H Width
Varies Taper 6'
Parabolic Section
Curb
Face
Cross slope of new speed
table to match existing road <LSection C
Curb Detail
i
15'ifire hydrant imin.
i utility cover
1
10'20'driveway min.min.flow
3 E
LOCATION drain inlet
REVISIONS BY APP DATE
bump to hump KH MH 3-20 SPEED TABLE
LOCATION, STRIPING & SIGNS
1 ■! > fnfflNote 9; DW clearance DVB BL 11-06 I .
Drafting edtis JDL MH 5-13
7325STANDARD CURRENT AS OF: AUGUST 2020