HomeMy WebLinkAbout2998-18CITY OF FONTANA GENERAL NOTES
I. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE
ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
2. 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. CALL
(909) 350-7610
3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
A. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION TWO WORKING DAYS PRIOR TO
IMPLEMENTING THE TRAFFIC CONTROL PLAN TO ALLOW CITY STAFF TIME TO ADJUST
TRAFFIC SIGNAL DETECTION.
5. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE
APPROVED BY THE CITY TRAFFIC ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN
THE ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR
MOVEMENT OF EQUIPMENT.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER
VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCED TRAFFIC CONTROL DEVICES.
8. ALL EXISTING OR TEMPORARY SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT
AND/OR NO LONGER APP4ICA94E SHALL BE REMOVED,
9. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELED
WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT
TOPPLING.
10. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF
THE CITY TRAFFIC ENGINEER, ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC
SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC ENGINEER.
11. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE
DELINEATORS AND/OR BARRICADES. ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN
HEIGHT. ALL DELINEATORS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT.
12. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED.
13. TRAFFIC SIGNS DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS
SIGN SPECIFICATION SHEET. SIGN CODES SHOWN HEREON ARE TO CONFORM TO
CAL TRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS
OTHERWISE SHOWN ON THE PLANS.
14. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN
ON THE PLANS, PER CITY STANDARD DETAIL 139.
15. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE 'A' PORTABLE, LENS DIRECTED,
ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE
BOTTOM OF THE LENS TO THE UNDERLYING SURFACE.
16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT
ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
17. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL REMOVE TRAFFIC CONTROL DEVICES
TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, ANS INSTALL SIGNING AND STRIPING
PER THE SIGNING AND STRIPING PLAN.
18. CONTRACTOR TO CONTACT TIM RASTEDT AT (909) 350-6649 TWO WORKING DAYS
PRIOR TO ANY SIGN INSTALLATION TO ALLOW CITY STAFF TO LOCATE EXISTING
UNDERGROUND FACILITIES.
NOTE
STREET CLOSURE ONLY
PERMITED ON WEEKEND
AS APPROVED BY CITY ENGINEER.
CONSTRUCTION TRAFFIC CONTROL PLAN INSTALLATION NOTES STAGE 3 on SHEET 18 - SCOPE OF WORK
�I PAINT STRIPING, MARKING, OR LEGEND AS NOTED.
F2] PLACE SIGN AS NOTED.
C132
so* C30[
I. PUT INTO PLACE THE TRAFFIC CONTROL AND DETOUR SIGNING PER THIS SHEET.
2. PROPOSED STRIPING UP TO STA. 86+50 ON S0. HIGHLAND AV. SHALL BE MAINTAINED
DURING THIS STAGE TO REFLECT THE SIGNING AND STRIPING PLANS.
3. REMOVE ANY EXISTING CONFLICTING STRIPING AND INSTALL TEMPORARY STRIPING.
4. INSTALL STORM DRAIN PER STREET IMPROVEMENT PLAN.
4" SOLID WHITE(TEMP) I AVE •
HIGHLAND C302 C30 2 �{
-- o
o�
-, C30 2
C20(LT) I 2 I C30L2
550' 1 550'
SIERRA AVE.
MATCH.LINE STA 101(50 SEE S
12" WHITE LIMN LINE (TEMP)
u
C301 2
4" SOLID WHITE(TEMP)L I
I
R
� N
wow ONE
DETAIL 211 1
12" WHITE LIMIT LINE (TEMP)
IEET- 19
D
NOTE � �, / � '� z c30
PEDESTRIAN TRAFFIC SHALL C30 2 22•
BE MAINTAINED DURING 16'
CONSTRUCTION AT ALL
TIMES. MATCH LINE STA 98+50 SEE SHEET 19
SIERRA AVE.
NOTE
LEFT TURN POCKETS AND PHASING
SHALL BE RESTORED DURING THIS
STAGE AFTER THE STORM DRAIN
INSTALLATION.
4" SOLID YELLOW(TEMP) I I
NOTE :
TRAFFIC CONTROL ON THESE PLANS ARE FOR
CONCEPT ONLY, LANE LOCATIONS MAY HAVE TO BE
MODIFIED PER CONTRACTORS SCHEDULE AND
CONSTRUCTION METHODS. CONTRACTOR SHALL SUBMIT
DETAILED TRAFFIC CONTROL PLANS FOR APPROVAL
OF THE CITY TRAFFIC ENGINEER TEN (10) WORKING
DAYS IN ADVANCE OF ANY PROPOSED MODIFICATION
OF THESE PLANS OR CONSTRUCTION STAGING.
NOTE e
EXISTING TRAFFIC SIGNAL OPERATION SHALL BE MAINTAINED
TO THE SATISFACTION OF THE CITY ENGINEER AT ALL TIMES.
VEHICLE HEADS AND CAMERA PLACEMENT OR ALIGNMENT WITH
RESPECT TO LANES.
4" SOLID WHITE(TEMP) I I
1 1 12" WHITE LIMIT LINE (TEMP)
NOTE
INTERSECTION PAVEMENT TO BE
CONSTRUCTED ON WEEKEND AS
APPROVED BY CITY ENGINEER.
--
C301 2
l�S�l---------� a 1--------._:!-!._.------
1, -'p•qeWE�'♦. ♦ ♦� �' A V ^ • ^ ✓ V - v "�V'+ V 1/ V V V V V V
al f
01 NA
III INA "NOW,
MA MA IVA klWA all
al
IN
M kla MA IMANIR lig
�����a��r�����r��
WE
ig
� - ----- .•moi
550' TAPER
(D
M
FLASHING ARROW BOARD
0
DELINEATOR
i+
TYPE II BARRICADE
iIF
TYPE III BARRICADE
N
=
�
U
WORK AREA
Q
DIRECTION OF TRAFFIC FLOW
~
W
V)
W
�
zm
W
U
w
�Ln
SCALE: 1" - 40'
Q
R
� N
wow ONE
DETAIL 211 1
12" WHITE LIMIT LINE (TEMP)
IEET- 19
D
NOTE � �, / � '� z c30
PEDESTRIAN TRAFFIC SHALL C30 2 22•
BE MAINTAINED DURING 16'
CONSTRUCTION AT ALL
TIMES. MATCH LINE STA 98+50 SEE SHEET 19
SIERRA AVE.
NOTE
LEFT TURN POCKETS AND PHASING
SHALL BE RESTORED DURING THIS
STAGE AFTER THE STORM DRAIN
INSTALLATION.
4" SOLID YELLOW(TEMP) I I
NOTE :
TRAFFIC CONTROL ON THESE PLANS ARE FOR
CONCEPT ONLY, LANE LOCATIONS MAY HAVE TO BE
MODIFIED PER CONTRACTORS SCHEDULE AND
CONSTRUCTION METHODS. CONTRACTOR SHALL SUBMIT
DETAILED TRAFFIC CONTROL PLANS FOR APPROVAL
OF THE CITY TRAFFIC ENGINEER TEN (10) WORKING
DAYS IN ADVANCE OF ANY PROPOSED MODIFICATION
OF THESE PLANS OR CONSTRUCTION STAGING.
NOTE e
EXISTING TRAFFIC SIGNAL OPERATION SHALL BE MAINTAINED
TO THE SATISFACTION OF THE CITY ENGINEER AT ALL TIMES.
VEHICLE HEADS AND CAMERA PLACEMENT OR ALIGNMENT WITH
RESPECT TO LANES.
4" SOLID WHITE(TEMP) I I
1 1 12" WHITE LIMIT LINE (TEMP)
NOTE
INTERSECTION PAVEMENT TO BE
CONSTRUCTED ON WEEKEND AS
APPROVED BY CITY ENGINEER.
--
C301 2
l�S�l---------� a 1--------._:!-!._.------
1, -'p•qeWE�'♦. ♦ ♦� �' A V ^ • ^ ✓ V - v "�V'+ V 1/ V V V V V V
al f
01 NA
III INA "NOW,
MA MA IVA klWA all
al
IN
M kla MA IMANIR lig
�����a��r�����r��
WE
ig
� - ----- .•moi
550' TAPER
1 L
TEMPORARY CRASH CUSHION PER CALTRANS
STD PLAN (2002) IA -ARRAY TU14
lk4
sFF ��NF
eFST
V-00
761,
2 1 C30
C30
Mi
f
0000
S
goo now
I I DETAIL 21
C30 2
r
,I 4" SOLID WHITE(TEMP) I
qT�y164.
SFF q �j�F a
Bpi STq �J
O PERMIT NO.08-03-N-MC-0483
W
I
0
z
0
U
U
LL-
III
.L
III
z
0
N
Ne
Of
0
W
z
Li
Q
D
z
Q
z
0
I—
0
U)
0
06
knM
N
0
M
w
a
in
0
U
U
1-
00
0
M
z
LEGEND
M
FLASHING ARROW BOARD
•
DELINEATOR
i+
TYPE II BARRICADE
iIF
TYPE III BARRICADE
-{
FLAG TREE
LANE CLOSURE
WORK AREA
--P-
DIRECTION OF TRAFFIC FLOW
1 L
TEMPORARY CRASH CUSHION PER CALTRANS
STD PLAN (2002) IA -ARRAY TU14
lk4
sFF ��NF
eFST
V-00
761,
2 1 C30
C30
Mi
f
0000
S
goo now
I I DETAIL 21
C30 2
r
,I 4" SOLID WHITE(TEMP) I
qT�y164.
SFF q �j�F a
Bpi STq �J
O PERMIT NO.08-03-N-MC-0483
W
I
0
z
0
U
U
LL-
III
.L
III
z
0
N
Ne
Of
0
W
z
Li
Q
D
z
Q
z
0
I—
0
U)
0
06
knM
N
0
M
w
a
in
0
U
U
1-
00
0
M
z