HomeMy WebLinkAbout4016-1I— 15 NB RAMPS
--- -- ---------- ,-_ -.,4: --- 150'
(45.7m 4" WHITE STRIPE 2
N ) — — — (DETAIL "A")
v-
- —
0 — — 88
N r? � — R
s —
(268'8,) Vv-
E
N cc
223 - -I ------- - \
`AGO V N
N — —
M o o _ 120 '�� 60.
OPENING (782i�
0— J
— _ N
/ NSF
G7(MOD) E 12MITTE 2 R26(S) E DETAIL 38 2 DETAIL 37B 2
W1-7 E R26(S) E - -
R34A(CA) 8
R3-4 7 Z
b
R26(S) E
OM2 -1V E
NEW SIGNS ON THIS SHEET
RIGHT LANE RIGHT LANE Q
TURNS RIGHT MUST
AHEAD TURN RIGHT
R9 -3A R3-4
W73A(CA) R3-7
SIGNING AND STRIPING PLAN INSTALLATION NOTES:
100mm (4") WHITE
TYPE C MARKER DIRECTION _
OF TRAVEL
--I 6" F 49'
D ETA I L $'A"
E❑
EXISTING
TO REMAIN UNLESS NOTED OTHERWISE.
E R5-1 OA
E
REMOVE
EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN.
DESIGNED BY:
KP
REMOVE
EXISTING PAVEMENT MARKERS AS NECESSARY.
4 G92,G27,M3-1,M6-2(MOD)
INSTALL
STRIPING, MARKING, OR LEGEND AS NOTED. INSTALL RAISED PAVEMENT
E
16 12
20 21
n
EXISTING SIGN(S) AND POST AS NOTED.
FALCON
G92,G27,M3-1,M6-2(MOD)
POLE AS
NOTED. REMOVE EXISTING POST.
�j
RELOCATE EXISTING SIGN ONTO EXISTING POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL
6
POLE AS
NOTED. REMOVE EXISTING POST.
�j
INSTALL
NEW SIGN ONTO NEW POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE AS
4.8m) (3.6m)
(6.0m) (6.4m)
�j
INSTALL
NEW SIGN ONTO EXISTING POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE
R9 -3A
AS NOTED.
RIDGE
R5 -1,R5 -1A E
REMOVE
EXISTING SIGN(S), AS NOTED.
3
R9 -3,R9 -3A
RIVE WA Y
R5-1,R5—lA
E
EXISTING CURB TO BE REMOVED
BEECH
PROPOSED CURB
R6-1 E
\91
`.
2
TYPE IV(R)
ARROW—
6
R3
OM1 -3
E
(11.2m)
—
—
`
'- --------
—
W73A(CA) 6
--- -- ---------- ,-_ -.,4: --- 150'
(45.7m 4" WHITE STRIPE 2
N ) — — — (DETAIL "A")
v-
- —
0 — — 88
N r? � — R
s —
(268'8,) Vv-
E
N cc
223 - -I ------- - \
`AGO V N
N — —
M o o _ 120 '�� 60.
OPENING (782i�
0— J
— _ N
/ NSF
G7(MOD) E 12MITTE 2 R26(S) E DETAIL 38 2 DETAIL 37B 2
W1-7 E R26(S) E - -
R34A(CA) 8
R3-4 7 Z
b
R26(S) E
OM2 -1V E
NEW SIGNS ON THIS SHEET
RIGHT LANE RIGHT LANE Q
TURNS RIGHT MUST
AHEAD TURN RIGHT
R9 -3A R3-4
W73A(CA) R3-7
SIGNING AND STRIPING PLAN INSTALLATION NOTES:
100mm (4") WHITE
TYPE C MARKER DIRECTION _
OF TRAVEL
--I 6" F 49'
D ETA I L $'A"
E❑
EXISTING
TO REMAIN UNLESS NOTED OTHERWISE.
�j
REMOVE
EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN.
DESIGNED BY:
KP
REMOVE
EXISTING PAVEMENT MARKERS AS NECESSARY.
�j
INSTALL
STRIPING, MARKING, OR LEGEND AS NOTED. INSTALL RAISED PAVEMENT
CHRISTOP H. UYEN RTE 2109
MARKERS AS REQUIRED.
P1
REMOVE
EXISTING SIGN(S) AND POST AS NOTED.
�j
RELOCATE EXISTING SIGN ONTO NEW POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL
POLE AS
NOTED. REMOVE EXISTING POST.
�j
RELOCATE EXISTING SIGN ONTO EXISTING POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL
POLE AS
NOTED. REMOVE EXISTING POST.
�j
INSTALL
NEW SIGN ONTO NEW POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE AS
NOTED.
�j
INSTALL
NEW SIGN ONTO EXISTING POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE
AS NOTED.
8❑
REMOVE
EXISTING SIGN(S), AS NOTED.
,/_,�TYPE C MARKER
6" \\-2ND MARKER NOT
USED AT LIMIT LINE
OR X—WALK
LEGEND
EXISTING STRIPING & MARKINGS TO REMAIN.
EXISTING STRIPING & MARKINGS TO BE REMOVED.
PROPOSED STRIPING & MARKINGS.
b EXISTING SIGN TO REMAIN.
EXISTING SIGN TO BE REMOVED.
F PROPOSED SIGN.
O SIGNALIZED INTERSECTION.
p
LINSCOTT, LAW & GREENSPAN, ENGINEERS 0
TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING o
❑ 234 East Colorado Boulevard, Suite 400, Pasadena, Ca 91101 (626) 796.2322 DIAL TWO WORKING
BEFORE DAYS BEFORE
■ 1580 Corporate Drive, Suite 122, Costa Mesa, Ca 92626 (714) 641.1587 Y ❑ U DIG YOU DIG
❑ 4542 Ruffner Street, Suite 100, San Diego, CA 92111 (858) 300-8800 TOLL FREE 1-800-227-2600 REV.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECDIMDRAWL
REVISION DESCRIPTION
SIGNING AND STRIPING GENERAL NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE
PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE CURRENT STANDARD PLANS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA, MUTCD, AND THE MUTCD CA SUPPLEMENT.
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS.
4• TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST MUTCD OR
CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO
MUTCD OR CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD
UNLESS OTHERWISE SHOWN ON THE PLANS.
/ti C• O� 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER
CITY STANDARD DETAIL NO. 139.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
OTHER TRAFFIC CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT–TRACKING" TO BE APPROVED BY THE ENGINEER TWO (2) WORKING DAYS
PRIOR TO PAVEMENT STRIPING APPLICATION.
8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD
DETAIL 1006.
9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS APPROVED BY THE
ENGINEER.
10. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS 37B OR 38 WHERE STREET/HIGHWAY IS
/ DIVIDED.
! 2 DETAIL 40
2 4" WHITE STRIPE
(DETAIL "A")
1 DETAIL 38
' 8 R3-7
�7�0 �j ,�`� \ 1 TYPE IV(R)
ARROW
�-�3
\\ �� 2 DETAIL 14A
E R26(S)
q
DETAIL 37B
b
R26(S) E \ 3 W4-1 A
tK
\ t
R26(S) E
O /
I � a
I
a
o
00
o
K / g
\ L0
F
40 20 0 40 80
/ m
SCALE IN FEET
1 inch = 40 ft. , /
0
0
N
0-0SHOULD CONSTRUCTION OF THE REQUIRED 1Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO �oQROFEssioy9��
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
�, GIb1�l6t K IOII�I m
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 1R 2109
CITY ENGINEER MAY REQUIRE REVISIONS TO THE EXP6�30 07 #
PLANS TO BRING THEM INTO CONFORMANCE WITH "TF OF, vF�
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
A / /
Q
7
7
7
LINSCOTT
SIGNING AND STRIPING PLAN
GREENSPAN
�K6YOncDate
DRAWN BY:
BEECH AVENUEKr
FROM 1-15 NB RAMPS
TO SUMMIT AVENUE
SCALE:
Noted
DESIGNED BY:
KP
DATE:
12-09-05
CHECKED BY:
CN
lll�i�
APPROVED BY:
DATE: 3
DRAWING NO.:
4016
1
1
CHRISTOP H. UYEN RTE 2109
CITY TRAFFIC GINE R.C.E. 68819