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HomeMy WebLinkAbout2682-15STRIPING AND SIGNING NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION). 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS,LATEST NON -METRIC EDITION. 3. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION B4 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKINGS PER CALTRANS STANDARDS. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. B. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. SIGNING + STRIPING CONSTRUCTION NOTES= 4® REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN 41 APPLY 4- DASHED YELLOW STRIPE PFR DETAIL G CALTRANS STDS. @ APPLY 4- DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STDS. APPLY 8" SOLID WHITE STRIPE PER DETAIL 38 CALTRANS STDS. 45 APPLY 12' WHITE STOP BAR 49 INSTALL SIGN ON POST AS NOTED ON PLAN APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN �ry Lw n J ~ Jo L) ON v Z 0 ® W o �z ® (L ac + _ N zw 120' TRANSITION X W 55-1 TAPER v n O� oco + n 0 N OL W � Q v�d 0 LYTLE ; GREEK ROAD H . ZZ� ]' _ ADL ddb z _ _ - w \W 3 ; i oz L-- I tW- ti.i J O i to1 d { \ oz I ! T<tj) >< W _� W W 3 o�{- z l V! +�QL? X tn v v v 130 " .f 0 0 w NLnO ONS 15 -123 t�9d�O 13•y 11'" 141 �t5l +++- 2' t0 9t090 I � IILo11 PROP R/W I X EXI5T FENCE 4T ®� PROP EP 0 ,n ------------- w________ . _____ __ OL 0 V-4 N le89° 44'03"E _ �M--_ IL Nr9 Tis R'V N 5 0L- � � Y. N Q PROP G + G _ v- BCR v PROP R/W EXIST FENCE f:= 11 E,-} W 3•I:..y co TO BE RELOCATED - SUMMIT W Z 0 w X W Fil�i-0►1�1� 12" 22' 1q' 041 10 i� 34'� 5 5 E! It A + ix ivin f s X OO y' n O i r, nc n n w SEE SHEET G OF G DWG,. NO. 2779 `9 d m v FUTURE R/W %a ro 0 O vl O Lr) 0I ' � X w 0 X W FUTURE R/W n-vir- -r 1 n iui L=149' N B90 44' 03"E N �� 42 5 53 EXIST. R/_Wn. PROP EP n PROP. R/W w n H + n_ Iry O t9 ac 1"o zc6 49 d v N EXIST 5 B.W. FENCE su __ EXIST R/W_ FL EXI5T EARTH SWALE EXIST EP _ c0 =; N 890 44' 03"E - -u - c7 d' 42 41 EXIST. R/W � N � 41 z F PROP EP ......_.�...._.._ ....�.....—.e. ._�.._.w_ .���,Fw.. �....�.._.»... __.._��.m-�.�...m. _...am.._._.._ .a...,�,..s�._. .k...»a�.e.. a ._.a _.:..,....._ ,.....>..F.�a -,.�.� PROP 2=1 CMAX) SLOPE 4- flL n po nO a /%A/ IL W � W d n Z d 6b 0 z � o W v m + � Q9 55=1 TAPER I rla-I��1 AVENUE BENCH MARK: ELEVATION: BASIS OF BEARINGS: N 89040'45"E 14- SCALE IN FEET 40 80 120 826-1163 160 *N4U* 5UMM1 I b I HIPiNU bMLL I 15 - ii�1 LU, will! F'r: 1154 4110 UU-Apr —U1 UtJ: e/ AM / tied -1154-1 DWG. DATE: