HomeMy WebLinkAbout3007-5Q
W
N
S
SCALE 1:40
E
GRAPHIC SCALE
( w XMRS )
10 0 5 10 20 30 40 50
1 : 500
40
GRAPHIC SCALE
( IN FEET )
1 inch - 40 ft.
EXISTING STRUCTURES
®
WATER METER
CM-)
POWER POLE
- W -
WATER LINE
- G -
GAS LINE
_-- S =-: '
SEWER LINE
- SO -
STORM DRAIN
12"(0.30m) WHITE CROSSWALK
FIRE HYDRANT
®
WATER VALVE
®
MAN HOLE
CENTERLINE STRIPE
SIGNAL LIGHT
PAVEMENT ARROWS (TYPE IV)
PALM TREE
E
SIGNAL LIGHT PULL BOX
®
INLET GRATE
o
MAILBOX
M
SIGNAL BOX
2 ea
EDGE OF PAVEMENT
BENCH MARK
SAN BERNARDINO COUNTY DESIGNATION
506 S.P.S.N. (GS 7-11). NORTHEAST
CORNER OF FOOTHILL BLVD AND PALMETTO
AVE; BRASS DISK 2' NORTH OF EAST CURB
RETURN OF PALMETTO AVE.
160
'L pp
'L
300' 91.44m p
BOWLING ALLEYOf (~j
00 3.35m
0) z E 16' 1 I II i1 13'
4 0 E E N 4.57m ( I I 4.27m
Ln EXISTING CURB ca . L+ z �
AND GUTTER M w 3 I N L i c❑
OOP ftft.
_.
------ -- - -----------
o 317' - 97m
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a' E M -� `o 4" WHITE 12 i I
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16' 15'
4.88m ' I 4.57m
FOOTHILL BOULEVARD 3.35m
PALMETTO AVE
SIGNING AND STRIPING GENERAL NOTES
1. All work, materials and equipment for traffic signing and
striping shall conform to these plans and the Standard
Specifications for the CITY OF FONTANA and the Standard
Specifications of the STATE OF CALIFORNIA (CALTRANS) dated
July 1999.
2. Pavement markers and traffic striping dimensions shall
conform to CALTRANS Standard Plans dated July 1997.
3. Pavement markings and legends shall conform to the CITY OF
FONTANA standard stencils.
4. All striping and pavement markings shall be Alkyd
Thermoplastic per the Special Provisions for this project.
5. Traffic sign dimensions, color and lettering shall conform
to the latest CALTRANS sign specifications sheets. Sign
codes shown hereon are to conform to CALTRANS specifications
sheet codes. Traffic sign size shall be Standard unless
otherwise shown on plans.
6. All signs shall be mounted on a galvanized steel post,
unless otherwise shown, per CITY OF FONTANA Standard Detail
No. 139.
7. It shall be the responsibility of the CONTRACTOR to maintain
barricades, delineators or other traffic control at all
times.
8. Control points or "cat -tracking" shall be approved by the
Engineer two working days prior to pavement striping application
9. Crosswalks shall have 3.05m between centerlines of 0.30m
stripes as shown on CITY OF FONTANA Standard Detail No.
1006.
SIGNING AND
STRIPING LEGEND
41 PROPOSED SIGNS
I z le
F I II
`" I I PROPOSED TURN ARROW
L6 I III I
! • i i • I' N I III I �r EXISTING TURN ARROW
(� I o z
III E E E o IE
J
co00\V LLJ
3 ' o I9I i
OD A
4
* E Er "111
I 1 I I 1 101 6 00 N 5
I I 5 I I I 4 _ N Do _ _3 O N
---- --- ------------ -
SiNG
F 00
I '0EXISTING
STRIPING ANID GUTTER B - _
Ln
-- ---- ------ ----
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`_--- - - - - --- - - - - -- -
fes'
3 '�,----- I -- ----
N , 150' 45.72m 120' 36.6m
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11
PALMETTO
174' 53.Om
TOLL FREE `0�1-800-227-2600
EI ON 1320.64 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
./1 s\01-08\Road\CURRENT\StrVng.dwg 01/18/02 01:44:00 PM PM PST
REV. I REVISION DESCRIPTION
2t�'=
DATE I ENGR. I CITY DATE
50' 15.2m
F
ESTIMATES
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Civil Engineering Surveying
STRIPE REMOVAL
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NEW STRIPING MARKING
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SIGNS
12"(0.30m) WHITE CROSSWALK
115 sf (10.7sm)
12"(0.30m) WHITE CROSSWALK
300
SF (27.9Sm)
R10 1 ea.
CENTERLINE STRIPE
494' (151m)
PAVEMENT ARROWS (TYPE IV)
2 ea.
R26S 3 ea.
CHANNELIZATION STRIP
70' (21 m)
11"(0.28m) CENTERLINE STRIPE PER DETAIL 22
494'
(151m)
R28S-L 2
PAVEMENT ARROWS
2 ea
8" (0.20m) WHITE CHANNELIZATION STRIPE
ea.
PER DETAIL 38
150'
(46m)
R28S-R 1 ea.
4" (0.10m) SKIP LANELINE PER DETAIL 12
317'
(97m)
TOLL FREE `0�1-800-227-2600
EI ON 1320.64 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
./1 s\01-08\Road\CURRENT\StrVng.dwg 01/18/02 01:44:00 PM PM PST
REV. I REVISION DESCRIPTION
2t�'=
DATE I ENGR. I CITY DATE
50' 15.2m
AVENUE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
\A QROFESS/ pNgl
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� NO. 30171
EXP MAR 31, 2004
J� C/V1�-
CITE OF CA\-�F��
SIGNING NOTES 0
1. INSTALL R10 (R) ON METAL POST
2. INSTALL R28S ON METAL POST, ARROW
RIGHT = R, ARROW LEFT = L
3. INSTALL R26 S ON STREETLIGHT STANDARD
STRIPING NOTES 0
1. REMOVE EXISTING STRIPING
2. APPLY CROSSWALK MARKING (0.30m WHITE THERMOPLASTIC)
3. APPLY CENTERLINE STRIPE PER DETAIL 22
4. APPLY TYPE IV (L) PAVEMENT MARKING
ARROW (304.8 WHITE THERMOPLASTIC)
5. MEET EXISTING STRIPING
6. APPLY 8" (0.20m) WHITE TRAFFIC CHANNELIZATION STRIPE PER DETAIL 38
7. APPLY 4" (0.10m) SKIP LANELINE PER DETAIL 12
8. REMOVE EXISTING TURN ARROW
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PREPARED UNDER THE SUPERVISION OF:
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Civil Engineering Surveying
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800 E. LUGONIA AVE., SUITE K (909) 798-6785
W
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DESIGNED BY:
WDT
U
REDLANDS, CA 92374 FAX 909
( ) 798-1343
AVENUE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
\A QROFESS/ pNgl
D T TTI �yc
� NO. 30171
EXP MAR 31, 2004
J� C/V1�-
CITE OF CA\-�F��
SIGNING NOTES 0
1. INSTALL R10 (R) ON METAL POST
2. INSTALL R28S ON METAL POST, ARROW
RIGHT = R, ARROW LEFT = L
3. INSTALL R26 S ON STREETLIGHT STANDARD
STRIPING NOTES 0
1. REMOVE EXISTING STRIPING
2. APPLY CROSSWALK MARKING (0.30m WHITE THERMOPLASTIC)
3. APPLY CENTERLINE STRIPE PER DETAIL 22
4. APPLY TYPE IV (L) PAVEMENT MARKING
ARROW (304.8 WHITE THERMOPLASTIC)
5. MEET EXISTING STRIPING
6. APPLY 8" (0.20m) WHITE TRAFFIC CHANNELIZATION STRIPE PER DETAIL 38
7. APPLY 4" (0.10m) SKIP LANELINE PER DETAIL 12
8. REMOVE EXISTING TURN ARROW
Cf
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
TUTTLE ENGINEERING
SIGNING AND STRIPING PLAN
Civil Engineering Surveying
DRAWN BY -
FOOTHILL BOULEVARD
SCALE: 1"= 40'
Land Planning Improvement Design
Land
800 E. LUGONIA AVE., SUITE K (909) 798-6785
DESIGNED BY:
WDT
DATE
SEP 19, 2001
REDLANDS, CA 92374 FAX 909
( ) 798-1343
AND PALMETTO AVENUE
it 24 - v Z
CIiECKED BY:
TWS
APP BY:
2- `Z -0L
DRAIMNG NO.:
3007
5
7
WARREN D. TUTTLE R.C.E.30171 DATE
CITY TRAFFIC ENGINES R.C.E. 26690 DATE:
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