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TRACT 3063
WEST BASIN
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RIGHETTI RANCH SOUTH SPEED TABLE
STATION 108±75.00
TRACT 3063
RIGHETTI RANCH NORTH SPEED TABLE
0 30 60 90 feet
1 "=30'
e' in' 61 40
T �
SPEED
HUMPS 6 I 1 8'
AHEAD
2 3 4 2W B` ..
W84 (CA)
30" X 3U-
Black on Yellow A I A
5" Series D Letters
High Intense Refleciorized
�J
PEE
HUMP
3 4
r B B W17-1
I C 34" x 30'
Black on Yellow
8' Series E Letters
7 High Intensity Reflectoriaed
ENGINEER OF RECORD: SUTTER CURB FACE
C SIOGNALK
STRIPING & SIGNS
0� rt ��/ INSTALLATION NOTES: Pa�ooll� Paratxllc
A ' F-urGenaral Construcion N�tas, see Engineering Standard 7320. Flan O/1/ 1 12" wide reflective white thermoplastic pavement markings.
O A Iq/ "SPEED HUMPS AHEAD" sl$ns shall be located only as � $' I to• $
G H • C� ` directed by the City Engineer. Section A &
For sign post details, sae Engineering Standard 7210. Eliv We
Signs shall conform to Stale SpecW-atlons or as approved by Q a a
i^ the City TrafficEnginear.
To Uedetermined in field. One sign shall be installed in advance Section B
a
� Z � ofa edesaFhumpa. �¢• ".c rI1�1r1t•I�'1r
Addklnnal 12" wide reflective thermoplastic pavement markings Widih r Taper
v may be Installed as directed by the City Traffic Englneer. �I P��aoric sect o�
W Where no curb and gutter exist, add AC berm per Engineering
76597 Standard 7120 for the length of the tobl e, corn Grgsa slope yr new speed
O • Face Section C table to match existing roan
Exceptions may be approved by the City Traffic Engineer.
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Cilr6 6etall
/ �' �' fire hydrant — An.
` uUllty cflver
iCl/ F p �F0 dIr1Y�N�y 20' I - 10, In F CAS min. - - min. t flow
LOCATION drain Inlet
DATE: F E B R U A RY 23, 2023 REVISIONS BY APR DRIB
bump fa hump KH MH Pm� SPEED TABLE
rr+ }r,
Note 9,•DWclaarance Ovs �L I f-� � LOCATION, STRIPING & SIGNS
I)Mffiro,q edits JDL MH 5-13
STANDARD CURRENT AS OF: AUGUST2020 7325
STATION 104±19.00
0 30 60 90 feet
I
1 "=30'
CITY OF SAN LUIS OBISPO STANDARD DRAWING 7325
6' 1'
Curb Cross slope of new speed
Face table to match existing road
7325 - MODIFIED SECTION C
NTS
45', 10 O.C. > TRAVEL
6" WHITE Typ. PARKING
61F�E BUFFER
NOT TO SCALE
TIBURON WAY SPEED TABLE
STATION 215±65.87
0 20 40 60 feet
1 20-
CONSTRUCTION NOTES
000NSTRUCT SPEED TABLES, PAVEMENT MARKINGS, AND W 17-1
SIGNS PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD
DRAWING 7325 AS SHOWN.
CONSTRUCT SPEED TABLE, PAVEMENT MARKINGS, AND W17-1
OSIGNS PER MODIFIED SECTION C (DETAIL 3 THIS SHEET) OF CITY OF
SAN LUIS OBISPO ENGINEERING STANDARD DRAWING 7325 AS
SHOWN.
OINSTALL BIKE BUFFER (TYP) PER BIKE BUFFER DETAIL A AS SHOWN.
OINSTALL FLEXPOST (TYP): PEXCO CITY MODEL EAC, 32" WHITE WITH 2
LIGHT GREY RETROREFLECTIVE WRAPS.
OINSTALL 2' WIDE BIKE LANE BUFFER PER BIKE BUFFER DETAIL A AS
SHOWN.
0 INSTALL 6" WIDE YELLOW STRIPING Y OFF MEDIAN CURB PER
CALTRANS ENGINEERING STANDARD DRAWING DETAIL 24.
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED PER CITY OF SAN LUIS
OBISPO 2020 STANDARD SPECIFICATIONS AND ENGINEERING
STANDARDS, 2015 CALTRANS STANDARD PLANS AND
SPECIFICATIONS, AND LATEST EDITION OF CA MUTCD.
2. ALL SIGN LOCATIONS, STRIPING AND SPEED TABLE LAYOUTS
SHALL BE MARKED IN FIELD AND APPROVED BY CITY PRIOR TO
INSTALLATION.
3. SPEED HUMP WARNING SIGNS SHALL BE INSTALLED PRIOR TO
INSTALLATION OF SPEED TABLES.
4. ALL SIGN INSTALLATIONS SHALL BE PER CITY ENG. STD.
7210/15.
5. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING
UNDERGROUND SERVICES ALERT (U.S.A.) TO REQUEST HAVE
CONFLICTING UTILITIES LOCATED PRIOR TO INSTALLATION OF NEW
SIGN POSTS. IF DAMAGED, CONTRACTOR IS RESPONSIBLE FOR
RESTORING ANY UTILITY PER THE CITY ENGINEER'S REQUIREMENT.
RIGHETTI RANCH ROAD AND TIBURON WAY
SPEED TABLE IMPLEMENTATION EXHIBIT
Cl
MARCH 7, 2023
TRACT 3063 AND TRACT 3066