HomeMy WebLinkAbout3393-2CL INT
G ROAD 553+21.00 SUMMIT AVE.
=10+00 BOULDER WAY M
40' 44' =10+00 RING ROAD
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NOTES
5
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\\\ \\\\ EXIST. STRIPING v / / % EXIST. R/W 51 APPLY CALTRANS RIGHT TURN ARROW, TYPE IV
PER DWG.N0. 3145 P �, / / / / 52 APPLY SOLID WHITE LINE PER DETAIL "A" HEREON
u
e APPLY 300mm (12") WHITE CROSSWALK MARKING PER CITY STD 1006
CITY OF 'FONTANA
APPLY CALTRANS LEFT TURN ARROW, TYPE IV
SIGNING &STRIPING NOTES
5 �'` / £r
APPLY CALTRANS MEDIAN ISLAND, IL 29
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND 62 D, DE TA
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD
EX. CATCH BASIN/ SPECIFlCAl10NS OF THE CITY OF FONTANA AND THE STANDARD 65 INSTALL TRAFFIC SIGN & POST (UNLESS OTHERWISE SHOWN) SIGN TYPE(S) PER PLAN
PER PLAN X2779 MEDIAN CURB SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 2002 69 PROTECT EXISTING SIGNING & STRIPING
STANDARD STENCILS.
2. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA
/ Q APPLY CALTRANS LANE LINE, DETAIL 38
•\i �-�1-� / / 3. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD 71 APPLY CALTRANS CHANNELIZING
THERMOPLASTIC. PER SPECIAL PROVISIONS. O LINE DETAIL 38A
G \ \ 5 ,A s ►.`ti \ / /® APPLY CALTRANS LANE LINE DETAIL 12
4
. TRAFFIC SIGN DIMENSIONS COLOR AND LETTERING SHALL CONFORM
TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES
83 REMOVE EXISTING SIGN
_ 'N HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS
SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS
REMOVE EXISi/NG sTRjPiNG +
OTHERWISE SHOWN ON THE PLANS.
''wo�2o" LEGEniDs
g
-APPLY
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST.
BIKE LANE LtGENDS "Blkf LANE('8z)"" PER DC -102 9 424-D\\ TYPE K G UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139.
q� 8 R26(s) 0 .--A PPLY _DET 33 L LIVE C6„�
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ®`
.
BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. '
F \\ f `ss� Sh/sf'2E ” " 1. R/W CERTIFICATION SHALL BE PROVIDED PRIOR TO CONSTRUCTION.
5 I F SX) Past 7. CONTROL POINTS OR CAT -TRACKING SHALL BE APPROVED BY THE PLANS ARE APPROVED WITH R W AND STREET IMPROVEMENTS AS
9�A l TYP, ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. SHOWN. /
o��cy�9�AoTlc 8. ALL CONFLICTING STRIPING AND MARKINGS TO BE REMOVED , ANY DEVIA11ON/S FROM THESE PLANS SHALL REQUIRE A REVISION
�F 'Sl BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS SECTION E. TO PPRO EDBY THE CITY AFFIC ENGINEER.
o �q� SII ��\ 6 APPLY_DET 33 A _S/CI PLINE <6") C4'-8" Sffl P�
\ N o �9 9. AS SHOWN ON PLANS, DETAIL 12 SKIP STRIPES SHALL END AT
INTERSECTIONS WITH 50 -FOOT OF SOLID STRIPE AND RAISED
PAVEMENT MARKERS PER DETAIL "A" ON SHEET 2.
// '4 ��• �," - \ y� 10. CROSS WALKS SHALL HAVE 10 -FEET BETWEEN THE 12" STRIPES
PER CITY STD. 1006.
NOTE:
IS,�8, 0 \ }`' v 11. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS THE DEVELOPER FOR REGENCY CENTER SHALL
12, 38 & 38A WHERE STREET/HIGHWAY IS DIVIDED. BE RESPONSIBLE TO PAINT STRIPING, FURNISH
5
�Ib \ \ \ �� AND INSTALL SIGNS FOR RING ROAD (NORTH OF
CO, SUMMIT AVENUE) OR SHALL BE RESPONSIBLE
�
FOR FURNISHING AND INSTALLING "ROADWAY
,��5�' �1G• / :, / //% // / v \\ \ \ \ CLOSED" BARRICADES AND SIGNS
�P O
21
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o
EC ORD .:DRAWING
HccoRD 01iAW1N6-ADDEDN07T5 84,$5 1-06 D.B. •�3•0�
-�� 086-ADDED57-RIP/NG-REdl-gL7 SHOULD CONSTRUCTION OF THE REQUIRED
T &
QROFESS/p�
IMPROVEMENTS NOT COMMENCE WITHIN TWO oo scH,�, q� Inc*
D I MENS 10/�/S ��, o Fa <, rom""mm"I"
YEARS OF THE DATE OF APPROVAL SHOWN HEREON ��'�° �'LJU
-C1)
o '° z V A Civil Engineering - Planning -' Surveying - Public Works DRAWN BY:
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 37167 m g Y g HFI
Exp. 06/30/0 9130 Anaheim Place #120 Rancho Cucamonga, CA 91730.909-484-9090
CITY ENGINEER MAY REQUIRE REVISIONS TO THE s
PREPARED UNDER THE SUPERVISION OF: DESIGNED BY:
REV. PLANS TO BRING THEM INTO CONFORMANCE WITH q of IVI ;Eo���P D � _ PH
CAL S S =0 y CHECKED BY.
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE:
DTS
CITY OF IFONTANA, CALIFORNIA
(, a
SIGH!"j!G & STRIPVG PLAN
Cnf
SUMMIT AVENUE SCALE:
�
1"=40' .
544+00. 6 TO STA 555+00.00 DATE: MAY 2004 ;
v
BY. / DWG. NO.: Z
DATE: 2
me'
3
3393 0