HomeMy WebLinkAbout2913-468
34' 34'
44'
23 r 2424 23 22' 22A/6 '
70 71 72 73 25 PROPOSED CURB
CHAM M
a I
Project Location
BASElIE AVENUE
• A A •a ■� / a m A
PROPOSED EDGE OF PAVEMENT
EXISTING STREET IMPROVEMENTS
FUTURE STREET LIGHT
r r J I J�\- LUC'.ARD
r i r J\_/J_rEJNT' ARY �S._rHDO L
EDGE OF EXISTING
PAVEMENT
^� EXISTING FH
"-EXISTING AC WALK
VAIC-01ANT
FUTURE CURB & GUTTER
GRAPHIC SCALE
AO 0 20 40 s0 1S0
( IN FEET )
1 inch = 40 ft.
APIN22-19-10-1-0"' R'W GENERAL NOTES
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
APIN 22-8-101 �J DEVELOPMENT DEPARTMENT, ENGINEERING DMSION PRIOR TO THE START OF ANY WORK.
- INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO
j
V \(" AN f '9�► THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)
350-7610.
FUTURE MEDIAN ISLAND // FUTURE MEDIAN ISLAND 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
(8 CURB) , (8 CURB) - PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
LATEST NON "
-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
3. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS STANDARD
�- PLANS , STANDARD SPECIFICATIONS AND "TRAFFIC MANUAL , LATEST NON METRIC EDITIONS.
PROPOSED. EDGE OF PAVEMENT r
4. 24 HOURS NOTICE SHALL BE -GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF
CONTROL POINTS OR "CAT -TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING.
5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST
CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO
FUTURE 8" CURB & GUTTER r/ CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS
OTHERWISE SHOWN ON THE PLANS.
R/W
�,j, , / e j ' �6. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN
' ON THE PLANS, PER CITY STANDARD DETAIL 139.
PROPOSED EDGE OF PAVEMENT ; 7. STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL MATCH CITY OF FONTANA
' STANDARD STENCILS EXACTLY.
8. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE
APPROVED BY THE CITY TRAFFIC. ENGINEER.
228-
(' -1-07
3 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
APN U WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
zo , ' �, FUTURE 8" CURB & GUTTER
,A / 10. ALL EXISTING CONFLICTING STRIPING SHALL BE REMOVED BY METHOD AS APPROVED BY
THE ENGINEER.
LAJ
FUTURE. CURB
& GUTTER -
EXISTING EDGE
OF.PAVEMENT
EXISTING 8" CURB & GUTTER
10+00.00 WALNUT AVE.=
29+88.24 SAN SEVAINE RD.
FUTURE CURB & GUTTER
PROPOSED EDGE OF PAVEMENT
APIN 22_(3-10-1-07
V AC ANT
CONSTRUCTION NOTES
1 PAINT DOUBLE YELLOW PER CAL -TRANS DETAIL 29
2�— PAINT SINGLE WHITE PER CAL -TRANS DETAIL 38
3�-- PAINT SINGLE WHITE EDGELINE PER CAL -TRANS DETAIL 27B
�— PAINT TYPE IV ARROW
5�-- EXISTING R-1 " STOP SIGN" AND LEGEND
6�-- EXISTING 4" DOUBLE YELLOW PER CALTRANS DETAIL 29
7�-- EXISTING TYPE IV ARROW
8�— EXISTING 8" WHITE STRIPE PER CALTRANS DETAIL 38
�— EXISTING R28 SIGN AND POST
10 PAINT DOUBLE YELLOW PER CAL -TRANS DETAIL 22
11 PAINT SINGLE YELLOW PER CAL -TRANS DETAIL 24
12 INSTALL R7 AND TYPE K MARKER
13 INSTALL W1 (LT) AND W6 (35) SIGNS
14 INSTALL 12" WHITE LIMIT LINE
15 INSTALL t2- I 54oni J &Wn PAiw-r "SToP" LE(_eAewt::).
Filename: M:\DWG\14903\Walnut—Streets\StripingPlan.dwg