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HomeMy WebLinkAbout3346-414 EXISTING 8" C&G PER O DWG. # 3063 RAW Oi 14 ■ O- -- -- -- -- -- - -- -----�--- - -- -- LID V/LJ ♦ � N � r W Lrk— Lr- i W -pr), — ::� / W �n2: - -140 - - 141 - - 142 Z VJ T� N -00 i r, Lri 14 INT. STA. 145+33.92 50' PER DETAIL "A" (TYP.) 1 20 ►� 6 144 145 N 22 I l"1 — O __ 3N ' IM 1; E30s] ; 4 016 0 14 20 Vi U) 50' PER DETAIL "A" (TYP.) i,�I EXISTING EP. II I 00 II c~i� r FUTURE CURB &�II GUTTER 22• 22' c+0 LO 14 0+0 LO + t _ 50' PER DETAIL "A" (TYP.) 14 i i 20 4 71 d LJ � N 2 `V 159' 146 147 -------------------------------- --------------------------------- ------------------ i� N 00 °' 14 r-1 7a If \'// R/W-J 20 24 50' PER II DETAIL "A" (TYP.) AVEININUE i II EXISTING EP. EXISTING STRIPING TO REMAIN FUTURE CURB & 4]� GUTTER 149.85' HOLD STRIPING TO MEDIAN � L0 EXISTING 8" C&G PER N Ki DWG. # 3063 + } U') L0 r- O 14 1 1 14 i i R/W ® I c~nm II c~nw V) m O = > +J 0) LJ LJ 0-1 LO tco U, N N i K) W O 2 - 153 154 - 155 - 156 15 - .j C14 +00 N N i W. 0111 0) F-1 — — r� I— Q0) LTJ -------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ 14 EXISTING 8" MEDIAN CURB - I 1 1' DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result .� Aq -o DATE 0 L0 14 - Vi U) N OO N 00 Ld — r —u _J M c~i� LO 04 + � c+0 LO 14 0+0 LO + t _ LJ d 0 - L0 m �'' 150.13' HOLD STRIPING TO MEDIAN m 01 i L0 14 - Vi U) 00 L0 OO 14 c~i� w --- + _ LJ 0 - N �� W U M 159 NW �— o 0- U Cl) C INT. STA. 151+17.50 1 1"DE7AIL ER ER P.) LJ 149 FUTURE STREET 150 20 50' PER EXISTING 8" MEDIAN CURB DETAIL "A" (TYP.) INT. / STA. 151+22.55 M N 4" (100mm ) 20 WHITE STRIPE -\ -\ TYPE "C" DIRECTION OF TRAVEL MARKER 50'U(TYP.) DETAIL "13 2OP-- -- O O LL + W N J L 0 1 - I- 1 W —1 WW 7 J W I � W -U w II -- 14 II II 20 i EXISTING R1 TO REMAIN II II XISTING STRIPING I II � Ln I � TO REMAIN N ' I ( 22 22 .IJ Relwo VE 1049.4e7i01i tI 34' 34' I C0A151',Q4AC'T/0/V I I / i II II II f I I sTv� a�R I „ I LEG ENO /�4l J,Q LG E!) LIME AVE. f /--TYPE "C" MARKER (150mm)16" I 50' (TYP.) (15m) DETAIL "A" NOT TO SCALE AS SHOWN ON PLANS, DETAIL 12 SKIP STRIPES SHALL END AT INTERSECTIONS WITH 15m (50') OF SOLID STRIPE AND RAISED PAVEMENT MARKERS PER DETAIL "A" SHOWN HEREON. NOTE: SET RPM (RAISED PAVEMENT MARKER) ON TERMINATING END OF 4" (100mm) WHITE STRIPE. GRAPHIC SCALE 40 0 20 40 e0 Iso ( IN FEET ) 1 inch = 40 ft. CONSTRUCTION MOTES D— APPLY 4" (100mm) SKIP WHITE LINE PER CALTRANS DETAIL 12, MODIFIED USING TYPE C RPM'S. 2� APPLY 8" (200mm) SOLID WHITE LINE PER CALTRANS DETAIL 38, MODIFIED USING TYPE C RPM'S. 3�— APPLY 12" (300mm) SOLID WHITE LIMIT LINE OR CROSSWALK. 4�— APPLY CALTRANS STANDARD TYPE IV ARROW AS SHOWN. 5�— APPLY MEDIAN ISLAND PER CALTRANS DETAIL 29 INSTALL CALTRANS R7 AND TYPE K SIGN AND MARKER ON NEW POST. ❑7 — INSTALL CALTRANS RIO (RIGHT) SIGN ON NEW POST. 13 INSTALL CALTRANS R16 SIGN ON NEW POST 14 INSTALL CALTRANS R26S SIGN ON EXISTING STREET LIGHT POLE. 20 APPLY 4" (100mm) WIDE WHITE STRIPE. 22 APPLY DOUBLE YELLOW LINE PER CALTRANS DETAIL 22