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HomeMy WebLinkAbout2682-16ii w W Z O Z IL C7 z x x FUTURE R/W w X " In Q w w I— _ 1 EXI5T FENCE FL EXI5T EARTH SWALE EXIST. R/W N 89044'03"E N co N 890 40'45"E EXIST EF—� _ _ _ : _ s _ _. _ _ _ _ _ Z O #T r� y� a J N- - co 41 EXIST. R/W 0 _.-._—_._...____._...._______—_._..-a_—e_--- PROP EP � 4 - _-.._.._.,__ _Lu _,.�_�.._._...... ........�.,.__._. .�..�� k<�,,.,.�,_._•.. <..__«.....,,.-v. ,�_ _....�_..�,_�, w�.0 ._.e.,._,.<,,....>. ..,+.,.. ._..a. -s.._.._ ......,N._..�... ....s__..._.,..�.. .....U.w_�..,__ __._. .. ° _,._.-._.....�...e_ ..�.......-..�_ ._...�..o..o _._..,.,...,."+.e ._....._-. %Lha.- ..�... ��_.._�.._... ..�.... �_-a--`�•}+._®__ _.A..�_rm. .._®...� va .�.-m..��-A.®...�_... .._ ..._..,....-__ ,»�_....-n...�_ ..._.��..-_,... .._- �._.e.._._._ ...._..�..G.__ .r.._<_.._.`., PROP 2=1 CMAX) SLOPE � .�s i f I \ PROP. R/W 9 3 F f _ 3 B_ - 41 STRIPING AND SIGNIt SUMMIT l SIGNING + STRIPING GON5TRUCTION NOTE5= 41 APPLY 4- DASHED YELLOW STRIPE PER DETAIL G CALTRANS STDS. APPLY 4" DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STD5. APPLY 8- SOLID WHITE STRIPE PER CALTRANS STD5. INSTALL STREET SIGN ON P05T A5 NOTED IN PLAN 5� APPLY DIRECTION ARROWS + PAVEMENT MARKERS AS SHOWN ON PLAN IL W r1 J 0 W O J QV O17- Ox O W 1+ z (_90 ly -) FUTURE R/W FUTURE G+G EXIST. R/W K_ EXIST EARTH SWALE 3 __�..�. PROP. EP N d% N 89040'45"E EXIST. EP 41 42 �. S30t9 � 92 93— cgs _ _ �+ _ 96 '� 7 N �91N T -A EXIST_ R/W PROP. EP N O Z j i m 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 84 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. 8. CONTROL POINTS OR "CAT—TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. 21 TRACT S uMMiT CO u �1 s PROP 2=1 CMAX) SLOPE FUTURE PR P O PROP_ R/W Q z ~ z v 50' EDWARD AVENUE CFUTURE 5TREET3 NO. 1 ZO BENCH MARK: ELEVATION: w ^. m� Op + O a-Lj BASIS OF BEARINGS: I- z a :5 ~ z c.5 d� wn �Q t,900 no �00 U_%_j 125 LF OF - 55=1 TAPER SCALE IN FEET 0 40 80 120 B26-1163 160 L I LI I T I KAI-r Il. tNk7lNt LK K.L.L. LDatfV UH I L I . v ' ' rnn �I\MITT nl rrT ■P+ nA r^ r Al r'1 r-. AA=A AA/ln Art A._ AA r%l. -1= A\A / (7 In C- AA=A A Rr&Fvw i mini"" run Ourim.L 1 %J ILL 1 1u G1 LV, GJ1j rl . 11a.J `Y " r_v V.7 Mpl V 1 VU. JJ nl'I / VLV 11J" DWG. DATE: