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SIGNING AND STRIPING GENERAL NOTES:
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS,
DETAILS, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED
SEPTEMBER 2006.
3. CONTACT TgAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO
WORKING DAYS PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT.
STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL.
4. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING
SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY,
OF FONTANA, AND CITY OF ONTARIO, THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER
2006.
5. TWO WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY OF FONTANA TRAFFIC
ENGINEER (909) 350-7610, CITY OF ONTARIO (909)295-2155 FOR APPROVAL OF
CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT
STRIPING.
6. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS, UNLESS OTHERWISE
SHOWN ON, PLANS.
7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS
OTHERWISE SHOWN ON THE PLANS, PER CITY OF FONTANA STANDARD DETAIL
4003.
8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA
STANDARD STENCILS.
9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC
UNLESS OTHERWISE NOTED.
10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES
UNLESS OTHERWISE SHOWN ON PLANS, PER CITY STANDARD DETAIL 1003.
11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK
CAD FILES, TO THE CITY ENGINEER.
12.ALL CONFUCTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY
SANDBLASTING' PER THE SPECIAL PROVISIONS. "
13.SUBSTITUTE TYPE C RAISED PAVEMENT MARKERS FOR TYPE G MARKERS
ON HIGHWAYS WITH RAISED MEDIANS.
14. BLUE DOT MARKERS (SLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE
HYDRANT LOCATIONS PER CITY STANDARD PLAN.
14 R1-1 11 7
(30")
JOIN EXIST y�Ir
R/W STRIPING
STA. 69+90rl
T a1J
1 R26(S)(CA)
R26(S)(CA) 6 14 R4-7/ 14 R1-1 11
8 TYPE K(CA) (30")
7
W6-2
.� 14 R61 A 1
14 R6 -1O
69+00 70+00
N
v �
50
W6-1 14 INSTALL 12
R/W 7 YELLOW 45'
11 _
EXISTING
S,
b
Slo ver Ave
14 MOUNT OWN SIGNAL POLE
PROPOSED
DIAGONAL
R1-1 �
(30")
15 R26(S)(CA)/W3-3 '
6
TO LIGHT POLE
DET. 29
R61 14
R/W
]W6-2/
R26(S)(CA)
0
1 R26(S)(CA) N
17 1 Tia rl a Ave
2 1 R1-1/ SNS
16 11 7
16' 12' 12' 11' 12 ' 13' 12' 26' _ 14 R3-7/
50 L.F. 4" ,: R/W-S)(CA)
110' �f WHITE LINE (TYP)� '' '• 50 L. F
\ 1' 2 L.F. 4
2 . ( LINE WHITE TYP
)
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14 R6 -4.(R) N -_ -C-4 r r
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r
ry \ ~ TYPE K CA) Iv R4-7/
R6-1 f TYPE K(CA)
' r
14 - ( )
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R26(S)(CA) TYPE IV( - y` - - - 1 T 14 - _
2 L) _ 2 _ N W 03
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14 R6 -1(R) 'I % �w — 76+0D _, 177+ -r W
- - u
100' - - N =
5 TYPE IV(L) - U
PAVEMENT ARROW 6TYP5 5 . ..... �c Q
_� .. ................. ... .: . • .-r<.......... r. _.
STREET LIGHT LUMINAIRE IV(R
3 200 I _ -
1 R26(5)(CA)
F ROAD SIDE SIGN _ _
11 14 R3-7/4�r` r 1 10
v
R26 S CA 2 5 I ' '
( ) ( ) 3 145 TYP h R/W
TRAFFIC STRIPE OR MARKING 14 R1-1 IV(R5 ` I ` Efl WELCOME TO THE
(30") R/W 15 CITY ONTARIO t
CITY OF FONTANA
SI� PAVEMENT LEGEND SNS :14' 12' 13' 12' 1' 12' 12' 12' 16'
W3-3 R1 „1
R26(S)(CA) (30-)
R4-7/ TYPE. K(CA)
7 U14 R6-1 Rt)
(2 ea
W10-1/250' TO
RAIL ROAD TRACK
14 R1-1 11 7 WAIT HERE (2 ea) 0 Ln 11 JOIN EXIST. 14 R26(S)(CA)
(30")tt 2 + 10 4 STRIPING R/W
15 R3 -7/`i R61 B 14 11 1 04 STA. 85+15
R26(S)(CA) ' - -- - -- - -- -- -- -- -- -- -- -- -- - -- --
/ MOUNT SIGNS ' 't
/ ON SIGNAL POLE -
--- -- -- ----�� -- - -- f. I — — — —
/ 14 I '�" --�0 — — — --�— -
R618 � — — — — � — —
1, - -... - � - = N ,� JOIN EXIST.
OLD // 5 ✓� R6-1(F�j N �= — STRIPING STA. 85+35 — — — — — -
- 1 14 ,� -83+00 _ c%4 _ -_04 - - - - - -�
86 00 --
JOIN EXIST.
OLD R/W // ►Cr 82+00 — 7 _ — — — N `t STRIPING
DET. 2 ,� 1 — -.... ---- _r._ ....-. --� —. —.. �,..,.. �. —._ � — —— — — — —
STA. -B-6+00
cv
R8-8, s 6 N 4 LID
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11; 14 UA14 R618 DET. 29.. . ..................
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.......... . ..............
2 3 '
200
i `i `Jr
3 280 14 Q \
ONLY ONLY ONLY ONLY ONLY
ONLY ONLY ONLY •
2-4"x6" WOOD POSTS
R61-A(79"x30")
R61 -6(79"x30")
17 , �+
17 R/W 14 R26(S)(CA) R/W
18 14 R/W
0o �• o 14 R26(S)(CA) R1-1(30 ) 1 R26(S)(CA)
4 I
�. 14 2 14 R1-1(30")
rco, 7
E
RS-$ SIGNING AND STRIPING CONSTRUCTION NOTES: LEGEND
14 R618 W4-2 R) SIGNING AND STRIPING CONSTRUCTION NOTES CONTINUED
17
Vn
R26(S)(CA)
WET SANDBLAST AND REMOVE ALL EXISTING STRIPES AND PAVEMENT MARKINGS. 10 INSTALL RAILROAD CROSSING SYMBOL PER CALTRANS 2006 STANDARD PLAN A24C.
7 , w �/ ❑
CIS
`r �2 INSTALL 4" LANE LINE WITH RAISED PAVEMENT MARKERS PER STATE STANDARD PLAN A20A, DETAIL 12.
4 W _ �� �`'�� ❑ 11 INSTALL PAVEMENT MARKINGS WORDS PER STATE STANDARD PLAN A24D OR A24E AS INDICATED.
1 R8-8
Efl INSTALL 8" WHITE CHANNELIZING LINE PER STATE STANDARD PLAN A20D, DETAIL 38. PAINT 4" WHITE LANE LINE EXTENSIONS THROUGH INTERSECTIONS PER STATE STANAR P A ISTANDARD AN L 20D, DETAIL 40.
INSTALL TYPE VI RIGHT LANE DROP ARROW AT 100' O.C. PER STATE STANDARD PLAN A24A.
7 14 R1-1 13 INSTALL 4" WHITE RIGHT EDGELINE PER STATE STANDARD PLAN A208, DETAIL 278.
(30") ❑ INSTALL TYPE IV (L OR R) OR TYPE VII (R) PAVEMENT MARKING ARROWS PER STATE
INSTALL ROAD SIGN AND POST AS SHOWN. MOUNT ON STREET LIGHT POLE WHERE SHOWN.
� 14 W9-1/ STANDARD PLAN A24A AS INDICATED. R61 SIGNS USE 2-4"x6" WOOD POSTS.
2 R26(S)(CA) F61 INSTALL 4" DOUBLE DOUBLE YELLOW LINE WITH RAISED PAVEMENT MARKERS PER STATE STANDARD PLAN A20A AS SHOWN. 15 RELOCATE EXISTING ROAD SIGN AND POST AS SHOWN.
16 '
R20D-1 ❑7 INSTALL 12" WIDE SOLID WHITE CROSSWALK OR LIMIT LINE. 16 REMOVE EXISTING SIGN AND POST.
16 W10-1/ R20D-1 17 I " " North
14 R26(S)(CA) ® INSTALL TWO-WAY LEFT TURN LANES PER STATE STANDARD PLAN A20B, DETAIL 32. ❑ NSTALL TYPE H RPM'S PER DETAIL 26. 1"-40'
❑9 INSTALL 24" WHITE LIMIT LINE PER CALIFORNIA 2006 STANDARD PLAN A24C 15' CLEAR OF CLOSEST TRACK. 18 INSTALL TYPE 1 (18') ARROW PER - STATE STANDARD PLAN A24A WITH 100' SPACING.
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