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HomeMy WebLinkAbout5773-3w 0 0 0 CV N H Q W � W W W Z U) J U H Q ►- O O O O (D Q I--- W U) W pip Z Q J W = W U U) Q 1 - _ — — - - — — — EXIST. R/W zo 13 N DO, \-EXIST. R/W N \-- PROP. CURB & GUTTER PROP. SIDEWALK �iWT,RUMIm7i1111»!\Tl901119 LEONETTI LANE CYPRESS AVENUE CASA GRANDE AVENUE SIGNING AND STRIPING PER CITY SEE SHEET 4 DRAWING NO. 5775 4��° �4 ��gg SIGNAGE CONSTRUCTION NOTES o= z N + N N LO o� oof W0- I N i cn I ----_-- � 8 100' 5 90' GAP 41 N00 40 53� 43 — � — �, I 76.5'I GAP w 18' 18' w 30' 30' Z ��nn L UHQ�v H(o), � � � 2M 90 �i N 10.1 SHIFTING RATIO 15 40' O.C. ;URB &GUTTER t a � EXIST. R/W SIDEWALK C Z_ Q Uj � w N m CYPRESSAVENUE CURB & GUTTER SIDEWALK 'EDGE OF PAVEMENT 16 DELINEATOR TYPE F (TYP.) FUTURE R/W n FURNISH AND INSTALL SIGN AS NOTED (SIGN INSTALLATION PER CITY OF FONTANA STD. PLAN NO. 4003). INTERIM SIGNING & STRIPING �2 PROTECT EXISTING SIGN (AS NOTED) IN PLACE. PER SEPARATE PLAN T- — 16 1 T EDGE OF AC PAVEMENT SIGN LEGEND SIGN DESCRIPTION SIGN DESCRIPTION SIGN DESCRIPTION SIGN DESCRIPTION SIGN DESCRIPTION SIGN DESCRIPTION SIGN DESCRIPTION STOP R1-1 36'x36" W3-1 „ .,�, 30 x30 IN RN LANE LLRIGHT R4-4 30 x24 ONE WAY R6-1 54" x 18" � aiKE �aNE R81 (CA) 24" x 18" w2-2 30 x30 < > w4-2 L ( ) 36"x36" BIKES LEFT LANE DO ALL WAY R1-3P 18"x6" MUST TURN LEFTL R3-7L 36 x36 Llri - R4 7 24 x30 � BIKE R7-9a 12 x18 BEGIN R81A CA ( ) 24 x12 RIGHT LANE TURNS RIGHT AHEAD W73A (CA) 36"x36" NOT O PASS' R4-1 „ 24 x30 LANE SPEED LIMIT 35 R2-1(35) 30"x36" RIGHT LANE MUST TURN RIGHT R3-7R 36"x36" R5-2 24%24„ ONLY (ONLY ONLY 72 x45 R61 13 (CA) OVER 5 TONS R20D-1(5) (CA) 30"x9" THRU TRAFFIC MERGE LEFT W74 CA 36"x36") END R81 B (CA) 24"x12" TML (�u B013 O 0 0 0 + o LL W Q J W 0 I J W LL1 Z_ CO J W = W U W Q 75 STRIPING CONSTRUCTION NOTES O1 APPLY THERMOPLASTIC 8" SOLID WHITE CHANNELIZING STRIPE PER CA. MUTCD 2014,FIGURE 3A-112(CA), DETAIL 38. O2 APPLY THERMOPLASTIC 12" SOLID WHITE CROSSWALK STRIPING, 12" WIDE MEASURED FROM OUTSIDE OF STRIPING. O3 APPLY THERMOPLASTIC 6" SOLID WHITE BIKE LANE PER CA. MUTCD 2014, FIG 3A-112 (CA), DETAIL 39. �5 APPLY THERMOPLASTIC TYPE IV (R) OR (L) ARROW AS SHOWN PER CA. MUTCD 2014, FIGURE 3B-24 (CA). © APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE. O7 APPLY THERMOPLASTIC 6" WHITE BIKE LANE INTERSECTION STRIPE PER CA. MUTCD 2014, FIGURE 3A-112 (CA), DETAIL 39A. ® APPLY THERMOPLASTIC PAVEMENT LEGEND AS SHOWN PER CA. MUTCD 2014, FIGURE 36-23 (CA). Og APPLY THERMOPLASTIC BICYCLE LANE SYMBOLE AND ARROW PER CA. MUTCD 2014, FIGURE 9C-3B (CA). 10 APPLY THERMOPLASTIC 4" DOUBLE YELLOW STRIPES PER CA. MUTCD 2014, FIGURE 3A-107 (CA), DETAIL 29. 12 APPLY THERMOPLASTIC 6" SOLID WHITE LANE STRIPE, DET. 27B. 13 APPLY THERMOPLASTIC 4" DOUBLE YELLOW STRIPES PER CA. MUTCD 2014,FIGURE 3A-104 (CA), DETAIL 22. 14 SANDBLAST ALL EXISTING/CONFLICTING STRIPING, PAVEMENT MARKINGS AND REMOVE CONFLICTING DELINEATORS. 15 APPLY THERMOPLASTIC 12" WHITE LINE. SPACED 40' C-C 16 INSTALL DELINEATORS PER CA. MUTCD, FIGURE 3F-101 (CA), TYPE F SPACED 25, APART 18 APPLY THERMOPLASTIC 4" LANE STRIPE PER CA. MUTCD 2014, FIGURE 3A-102 (CA), DETAIL 12. 19 APPLY THERMOPLASTIC TYPE VI (L) ARROW AS SHOWN PER CA. MUTCD 2014, FIGURE 36-14 (CA). 20 APPLY THERMOPLASTIC 8" LANE DROP AT INTERSECTION PER CA. MUTCD 2014, FIGURE 3B-11 (CA), DETAIL 37B. 21 APPLY THERMOPLASTIC PAVEMENT LEGEND AS SHOWN PER CA. MUTCD 2014, FIGURE 3B-11 (CA). + �0 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 INCH = 40 FT. Prepared For: BASIS OF BEARINGS: Prepared By: CITY OF FONTANA CALIFORNIA Q SHOULD CONSTRUCTION OF REQUIRED THE EAST LINE OF THE SE 1/4 OF SECTION 19, ALSO QROFESSio� D", 'AIMPROVEMENTS NOT COMMENCE WITHIN LE N NAR BEING THE CENTERLINE OF SIERRA AVE., PER PM NO. ALLARD ENGINEERING �O j �• q� ql SIGNING & STRIPING PLAN TWO YEARS OF THE DATE OF APPROVAL 19431, PMB 242/97-98 Civil Engineering Land Surveying Land Planning �� -L� �-9 F, 11 g g - y g - g G) DRAWN BY: SUMMIT AT ROSENA SCALE: SHOWN HEREON AND CARRIED FORTH IN A 980 MONTECITO DRIVE, SUITE 302 BEING: N00.33 32 W 16866 Seville Avenue �" z STAFF AS NOTED DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY CORONA, CA 92879 BENCHMARK: Fontana, California 92335 No. 36052 DESIGNED BY: CALTRANS BENCHMARK TRACT NO. 20153 DATE: BEFORE ����� DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (951) 817-3545 #8-17 (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/20 STAFF CYPRESS AVENUE FEBRUARY, 2019 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 s �� p BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED CIVIL CHECKED BY: ROVED vY y�Gr�4►ATE: DRAWING NO.: TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. i�AYMONn 1. ALLAAD, A.C.E. 36052 qTF OF Oq-�F9/10/19 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DESCRIPTION ENGR. DATE CITY DATE EL=1428.609 (expires 6/30/2020) RJA CITY ENGINEER R.C.E. 51152 5773 7 Filename: I:\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\OFFSITE\STRIPING AND SIGNAGE\STRIPING-OFFSITE 03.dwg