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�.. �:Tz GENERAL NOTES
MULBERRY AVENUE_ " 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
U CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF
FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA.
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CN �S'%t�1�ET•STA/PIJ CONS'TlICTTC%l�T� 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO
CALTRANS STANDARD PLANS.
Pyl 5TA . 32+00. INSTALL C SOLID DOUBLE YELLOW PER CALTRANS D'ETAtL 29,
y INSTALL R-2 SIGN STD. PLAN N0. A2vs. 3. PAVEMENT'MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD
INSTALL ' 4' DASHED WHITE PER CALTRANS DETAX 12. STENCILS.
M, C °' CA" St., S. 37 3. 0T ? (�, o0" � 3 INSTALL Ir SOLID . WHITE PER CALTRANS DETAIL 3
`�►' 8, 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE APPLIED
�' ° -�.. STD NO A20D
„__ .................. _..................-. _ M.__._.............-._. __ .........:...... _ . _ _....................... _ .._. _,.............,,..................-..-„ ,_ _.............._ ................__ .._ ... r ..._ I N TWO SEPRATE T S
_ In 0 (2) SE E COA S. A FINAL COAT IS TO BE APPLIED BETWEEN E17�Id �?)
....-_.. ................._.,.,�..,._......... .... .-_.___............ _.__......................._... ....... ..__.................... _--_._.......... .........7 _.... ......... _.--..--..-.----:...._-.�,...:..................,.,._,....................-._.__._._..................... 4 INSTALL TYPE VI LANE DROP ARROW PER CALTRANS AND FOURTEEN 14 DAYS AFTER TH FIR T AT
l,f 1 O_ STD. PLAN NO. A24A ( I E S CO .
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5&—INSTALL 12" SOLID: WHITE. CHEVRONS_. 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST
-� -CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO
� '.
, 6�—INSTALL 4' TWO—WAYYELLOW PER CALTRANS DETAIL 32,
Z CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE
STD. PLAN N0. A2019.
�. ,: STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS.
S �._� `\, \ e �" AE ``#� ,\/`,.,. ,,- # r' a --INSTALL TRAP LANE.. TREATti�tENT .PER. CLTY QF EQNTANIA,,..
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STD DETAIL 44
............... ..................... ._ ----- ..............�.............. _ .,......._............-..,._ _ m ..... .,. .. SIGN MOUNTED "QUICK PUNCH , �.. ......._. ............... __�_�....... .. .........._�._.�...._�........._.�._.-...................__�_�...,..............�.�_.__..................._��._._....,.............._...._.�......................._,�.._......................,,;t..�-__..........................-.,____..................... ................. �_._.._....... _ w .-.... Q( A.) H 7/16 HOLES
R � 8 INSTALL TYPE IV (L) ARROW PER CALTRANS STD. PLAN A24A. 1" ON CENTERS ON FOUR SIDES, THAT CAN BE PUNCHED OUT. POST LENGTH MAY
O .-..,,,._,.,„.. ,!.... ,....-.�,...�,,,,,�..,...,{.._... £ ...., ....�:............. %..�.............. .,...W.„w. ........_ ...., ..........,.,M.,..,. ..... ,.....-. t. .,a... ' ....:. ,�5,,... ...�`.........,.... ,.,.........w.y.......-.... ....`.... ,.-.,.M.,,,.,.._.....,�.........,...,........... .....�.. ...s..._._,. .W,M...�.......---.,..-.yL.., ...s,... .. ...,�...
` ___,...�.. ..........:................,..�
... ._. , ............. _M,..,,.......�..._......... ...,.........�.....�..�........ ... ........ .........._ .. .x ......... �..._..........�
VARY WITH SIGN INSTALLATION T MAINTAIN MINIMUM SIGN MOUNTING HEIGHTS. THE
e` n28 29 \,30
LIP,. ¢ 9�_INSTALL TYPE N (R) ARROW- PER CALTRARS -STD. PLAN_ A24A: ANCHOR SHALL BE A HEAVY A HEAVY DUTY ONE PIECE ANCHOR 2'/' X 30" X 6 GAUGE
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.... ...fi .-......_.... ..........4 ............... ....._. ......... ..................... ......_,. ,... .._.......... ....... ......................... -. } ........ ....... ..0. .... .. .. ...�... ..... .... • ...-..,..._,. ...-.....,_. .-:......:.�.... ,.--� ..-, .,...._... ...................._........... .. ......... • ��
W�.... _ ....... __ 50� ..% &—INSTALL A=22 STOP PER CA AN (NON -PERFORATED), TO FIT A 2 SQUARE STEEL POST, PRE -PUNCHED AT MID-POINT
*y(STOP) CALTRANS STD. PLAN A24D.
_._. ....�.. ....__..�......... .... 13 ..-._.. �_ � OF ANCHOR WITH 7/16" HOLE ON EACH SIDE AND AT TOP. �
250 �...
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INSTALL A=31 (AHEAD PER CALTRANS STD. PLAN A24D.
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g .._. �_------..._U "..... _ y..,......-._ g 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES
- -- ---- ,-----....... _. s _ _ _ _ .......... _._........ _ ............ -- - _ ,
"�.... ..�.........._. ...�." `..�._... � .„.. ..��.�� _�..�.a�.�._... �...._. w.y.,�....,.. ..- .ro.`..`_...�..-.." .,�.�...`::� � 12 � DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
@—INSTALL LANE DROP` MARKINGS PER DETAIL 37,
STD. PLAN NO. A20C. d. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS
'STA. 3Z♦x PRIOR TO PAINTING.
IM6TALL A z 5 00-
9. REMOVE ALL CONFLICTING STRIPING BY WET SAND 8LA TING.
N �Rof� INS -TALI. I� 1 CSN . q Essl
ac %%&% ,NT LANE MUT N 1�14WT
LE
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– F Z �, SCALE 1= 4
ft.� ., 2'0953
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�1- s H W N W
Q Q . NOTE: PLAN ACCURATE FOR SIGNING & STRIPING ONLY.
�sEase
THIENES ENGINEERING 'CITY OF FONTANA CALIFORNIA
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QA MIIP��A� L'�4Llf�7l�?l�ll•4 90639
C7e4) 521 -48! ! DRAWN BY: SIGNING AND STR I PTN G PLAN s 11
PREPARED UNDER THEDE IGNED BY: MULBERRY ADATE:
SUPERVISION OF = B.T. 1-17-91
� ��,�q•� CHECKED BY: DWG. N0.
APPROVED • s'
DON R. LIND EN E. N0. 20953 DATE bT ft•D•Y77ZArrlcIE�R.C.E. Z�oCo3'J 2473 2�
DESCRIPTION ENJ CITY DAT
%I N. 767