HomeMy WebLinkAbout3679-1I- 15 NB RAMPS SIGNING AND STRIPING GENERAL NOTES
E E R44 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE
4 392,G27,G47,G44(M) PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS
o OF THE STATE OF CALIFORNIA (DATED JULY, 2002) WITH CALIFORNIA MUTCD SUPPLEMENT.
a a� 1 12" WHITE 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
G92,G27,G47,G44(M) E 12 15 14 22 �- + LIMIT LINE
(3.6m) (4.5m) (4.2m) (6.7m) N �/ 4 R96,R96A FALCON 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS.
R11,R11 A E "� RID GrE 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN
2 ARROW TYPE (R) SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS
R11,R11 A E 4Z I TYPE IV(R) 2 DRIVE WA Y � SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
� ARROW ' j,� SHOWN ON THE PLANS.
R10 E , BEECH
\� 2 DETAIL 38 R18-2 6 R110(Rt)- 6 ` � 0� 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER
I R2'6 S) TYPE N 1 2 DETAIL 37B CITY STANDARD DETAIL N0. 139.
E _ 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
_ -1- - — - ; - -� - - — - - - - 2 DETAIL 26 (TYP) % OTHER TRAFFIC CONTROL AT ALL TIMES.
T50 _ _ - TYPE VI TYPE K 6 ti / �2�1 ,1% ��� 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS
(45.7m)(274.6m) - _ _ - - - - - ARROW PRIOR TO PAVEMENT STRIPING APPLICATION.
N M — — _ _ -, �8�. \ \ 2 W74(Lt) !;' 3s, , , J 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD
�, % `� e DETAIL 1006.
C`' O -" e - �-- - _ R=87p' 2 DETAIL ,� %� % %�3r'
i -- zz� _ fin)�' �. 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS APPROVED BY THE
— I o,
- - IV. % % I�i� 2 12" WHITE
�� ENGINEER
' 5S1--------- � �-------------=� � X—WALK
—. - R=rt087' -- !' �'!� '' (10') 10. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS 9, 12, 37B, OR 38 WHERE
i'
(15.2m) o —(� ) 12O`Op �f p' STREET/HIGHWAY IS DIVIDED.
E � ?
v -- (365mJ N�NC'- 2 DETAIL 29
R, i
— �_ 4p ^ 19 �
4 1 DETAIL 29
NE a /rye
R26(S) 6 DETAIL 12 2
37(M) E DETAIL 25A 2J3`
�� \ l TYPE VI
4 SOLID YELLOW 1 — _ 4 - ��� \ 1 ARROW
W56,R34A E
R26(S) 6 %>An 21'
12" WHITE2 DETAIL 38 2
LIMIT LINE DETAIL 12 c�,
DETAIL "A" 2 DETAIL 12 2 �
12" WHITE ARROW TYPE (L) 2 TYPE IV(L) 2 / \'�� 6', �� � �Sp / 'Qo88 1.1 �
LIMIT LINE 1 ARROW DETAIL "A" 2 ' �\ 1�� 2 �' 6 R26(S)
R26(S) 6 S1�J 0'
100m m (4") WHITE 12" WHITE 1 �� \ c'j6��� 1 TYPE VI
LIMIT LINE \ ARROW
TYPE C MARKER DIRECTIONTYPE C MARKER ���F \
OF TRAVEL 12 WHITE 2 �• �Q� \
X -WALK (10)
DETAIL 40 1 �'� ho' \
6 49 6>, 2ND MARKER NOT
USED AT LIMIT LINE \
DETAIL "A" OR X—WALK 82 2 DETAIL 40 \ <�
2 12" WHITE
X—WALK (10')
NEW SIGNS ON THIS SHEET �J
_ \^r DETAIL "A" 2 \ \ \ \
F DETAIL 12 8 \ \
RIGHT LANE
MUST THRU
TRAFFIC10001 R26 8
.� ���
TURN RIGHT R10 RT MERGE �� R26(S) 7
LEFT TYPE K \
t \
W74(LT)
No
R26 8
R26(S) 7
o�
SIGNING AND STRIPING PLAN INSTALLATION NOTES: LEGEND
E❑
EXISTING
TO REMAIN UNLESS NOTED OTHERWISE.
1
REMOVE
EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN.
❑
REMOVE
EXISTING PAVEMENT MARKERS AS NECESSARY.
2
❑
INSTALL
STRIPING, MARKING, OR LEGEND AS NOTED. INSTALL RAISED PAVEMENT
MARKERS AS REQUIRED.
❑
REMOVE
EXISTING SIGN(S) AND POST AS NOTED.
4
RELOCATE EXISTING SIGN ONTO NEW POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL
❑
POLE AS
NOTED. REMOVE EXISTING POST.
5
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
I�1
NOTED.
�j
INSTALL
NEW SIGN ONTO EXISTING POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE
AS NOTED.
8❑
REMOVE
EXISTING SIGN(S), AS NOTED.
==> 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.
r c EXISTING RED CURB
RIC PROPOSED RED CURB
z
1
40 20 0 40 80
SCALE IN FEET
1 inch = 40 ft.
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A 0 SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
LINSCOTT, LAW & GREENSPAN, ENGINEERS IMPROVEMENTS NOT COMMENCE WITHIN TWO ���oQ�yOFESSIpN�� LINSCOTT SIGNING AND STRIPING PLAN
TRANSPORTATION PLANNING TRAFFIC ENGINEERING - PARKING
YEARS OF THE DATE OF APPROVAL SHOWN HEREON CHU m LAW & DRAWN BY: -m.1--84-0 BEECH AVENUE SCALE:
DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE � No. 048921 GREENSPAN ��A FROM I-15 NB RAMPS As Noted
❑ 234 East Colorado Boulevard, Suite 400, Pasadena, Ca 91101 (626) 796.2322 DESIGNED BY: DATE:
BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXpo9/30/04 # ° �' TO SUMMIT AVENUE 9-23-04
■ 1580 Corporate Drive, Suite 122, Costa Mesa, Ca 92626 (714) 641.1587 Y ❑ U DIG YOU DIG � CN
❑ 4542 Ruffner Street, Suite 100, San Diego, CA 92111 (858) 300-8800 TOLL FREE i-800-227-2600 REV. PLANS TO BRING THEM INTO CONFORMANCE WITH 9TF t L �Fo`�`' k" Date 9��f069 CHECKED BY: �PPROVED BY:� DRAWING NO.:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF CAS- �G�c DATE: 3679
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. Yu CHU R.C.E. 048921 CN CITY TR�►RV4G jwwS Z R. •E- 1931 4�1