HomeMy WebLinkAbout2924-2GENERAL DOTES
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION AND THE CITY OF RANCHO CUCAMONGA PRIOR TO THE START OF
ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY. CALL (909) 350-7610.
RCW 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES ------------------------------------------
-METRIC
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DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION SAM E-----------------------------------
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UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. POINT _ -_____ _ _ _MW*Q W17
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3. TWO WORKING DAYS NOTICE TO THE CITY OF FONTANA TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL
OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL.
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5.
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12.
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ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS% "STANDARD '; I , ;� ' ________
SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON --METRIC EDITIONS.
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24 HOURS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL POINTS OR +' r
CAT -TRACKING PRIOR TO APPLICATION OF PAVEMENT STRIPING.f +; ' °;
I; REPLACE EXISTING STRIPING
t.THE CONTRACTOR SHALL. INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC W � i+, � � 1 � `� � , , � AND PAVEMENT MARKINGS___ `
ENGINEER. ,; ' o .1 t ---------------------------------
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i 4I 1, 340 FT. TO CROS ---------------------------- __ - '�,_
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TRAC SIGN OtMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS � � � " � I ; �
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SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICAT*N SHEET �' ' '
CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. i - -
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ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER
CITY STANDARD DETAIL 139. 3 ; 14 ' Cn\\
PAVEMENT MARKINGS SHALL CONFORM! TO THE CITY OF FONTANA STANDARD STENCILS.
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ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS.,
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CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON ''' '
THE PLANS. 1
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AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL z
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
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ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL 52' ;� ~
PROVISIONS, SECTION E. z i Ii ii ii ii
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6 crosswalk
WILSON AVENUE
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�+ 1 + �1 EXISTING W7
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A 6 EXISTING RIGHT OF WAY _ _ _ _ _ -------------------------------
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EXISTING RIGHT Of WAY",r=.......�_-_�..�,:_------------� 1 .r'�, �;' ---- _------ ---- CURB AND GUTTER ----------------------------------- ------ ------ ------------- _-- -_--=-_--___ _-_--__--_- _-_ __ -- _-_ ___------------ -
_ ' �` EXISTINGEXISTING
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-- - - ---- - - - - .. ...EXISTING SIDEWALK ---�,� � _ ,�ca� w_iw �a ,= - � __ - - - --- - --- ---`-__.
ExfsTlNc CURB AND GUTTER -� _---------------------
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r. .,..,. .. ....� 32 EXISTING W7 2
--- --- --- 3 4 13' K tv1ARKE CITY OF FONTANA-
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-------_--------------------- __------- EXISTING SIDEWALK '
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EXISTING CURS AND GUTTER EXISTING ST LT ---i____________ _ < �
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9 B "= _ - - — - - --- REPLACE EXISTING SIRIPI
_ _ — ��� — _ �"��. _�� _ _ r _ _ '^� — _ ��� — A `�`�` \err \iA JimI !
- - .• - - EXISTING W 17 EXISTING RK*ff Of %W B 1
Rt s D •� `, � ,._ _ � . AND PAVEMENT MARKINGS
mil D EXISTM L#*9 WW MARKWS EXISTING R1Js ------
7 ,/ , 300 FT, TO CROSSWALK
500 FT, TO
CROSSWALK
375 FT. TO
CROSSWALK
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REPLACE EXISTING STRIPING !'
AND PAVEMENT MARKINGS ;
375 F7. TO CROSSWALK
SCALE: 1 "= 40'
SAME POINT
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BEGINNING OF
EX#STWo EDGE LINE
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STA.
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REPLACE EXISTING STRIPING
AND PAVEMENT MARKNGS
350 FT. TO CROSSWALK
SCALE: 1 40'
SIGNING CONSTRUCTION NOTES
�A REMOVE EXISTING R1, STREET NAME SIGN, AND POST (BY CIN FORCES).
�B REMOVE AND SALVAGE EXISTING SIGN AND/OR POST.
�C FURNISH AND INSTALL SIGN AS NOTED, WITH POST..
F2]FURNISH AND INSTALL SIGN AS NOTED.
SEE SIGNAL PIANS FOR ADDITIONAL SIGN QUANTITIES.
STRIPING CONSTRUCTION NOTES.
1O APPLY 4" DOUBLE YELLOW CENTERLINE PER DIET. 22
2O APPLY 4" DOUBLE YELLOW CENTERLINE PER DET. 29
QAPPLY CHANNELIZING LINE PER DET. 38
4O NOT USED
O5 APPLY SKIP LANE LINE PER DET. 9
6O APPLY 4" WHITE LINE
7O APPLY TYPE IV ARROW MARKING
8O APPLY 12" WHITE CROSSWALK LINE PER CIN STANDARD 1006.
O9 APPLY PAVEMENT LEGEND/MARKINGS AS SHOWN.
10 INSTALL RAISED PAVEMENT MARKERS PER DETAIL 26.
11 REMOVE CONFLICTING STRIPING/LEGENDS/MARKINGS.
9 APPLY LANE DROP MARKINGS PER DET. 378
AUTOCAD FILENAME: Cherry-Summit_SNS_SHEET2.dwg