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HomeMy WebLinkAbout1815-16O O R25 17n I Q4" WHITE DASH I-- 240' 8" WHITE SOLID V / 240' 8" SOLID WHITE 1 W Z 0 20 40 8o SCALE:I "=40' STA. 12+85.90, 29' LT. R25 ANGLE POINT ZD 4" WHITE DASH _ STA. 14+03.92, 27' LT. ti�< ANGLE POINT R49 13 14 15+00 16 R7 4" WHITE DASH 4" WHITE DASH J /Z"Wy/7_ SOL h 112611301, � Q 2 5j ,E OE742 /L / rHrs 5H�4 5; -T N 7 EXIST. DOUBLE YELLOW N STA. 8+06.95, 7' LT. BEGIN TRANSITION i//i, STA. 7+16.95 JUN I PER MATCH EXIST. h 7�j 0 R19 R49 Jo 4" WHITE DASH 50' 4" WHITE ti SOLID 4" WHITE DASH 50' 4" WHITE 3 - SOLID k: 00 VALLEY BOULEVARD 17 /z" WHIT SOL/,p R26A ,S,E DETAIL. 2 _ THis SHEET MATCH L INE STA. I 1 +00 JL BEGIN STRIPE I R26A 12 Iw- STA. 14+04.75 4 ' 12' -147- 45' o 712' R26A (n 50' 4" WHITE o � IF I 14 ANGLE POINT STA. 16+78.21, 3' RT. D 15+00 o ANGLE POINT -� -- "-- WH I DASH --' -- -- -- = R7 150' 8" WHITE SOLID 0 ro v 3 W 0_ >-— -14-)12' f — ro O F -- Z e N F- R26A � STA. 10+62.04 STA. 14+04.74. W ro 3 BEGIN STRIPING STA. 9+31.95, 7' LT. I I BEGIN STRIPING 0' 12" WHITE SOLID • 0 R26A /� •. R26A D _.. w • w 3 0 M o ro A w Ln A 4" DOUBLE YELLOW SOLID J `r 3 - N 175' 8" WHITE SOLID 4" WHITE AASH tit 120' 8" WHITE SOLID ti R18 -L STA. 18+92.90. 29' LT. ANGLE POINT R25 i SEF DE•T�1L 4 D TI -115 -'i4loff e 7- !, - -- - f NOTES: I. Striping to conform to CalTrans Traffic Manual, Chapter 6. 2. Contractor to remove all conflicting striping. LEGEND: R7..........KEEP RIGHT (W/YELLOW REFLECTOR) RIO.........ONE WAY R18.........RIGHT LANE MUST TURN RIGHT R18 -L ....... LEFT LANE MUST TURN LEFT R19.........NO LEFT OR U TURN R25.........PARK OFF PAVEMENT R26A........ NO PARKING ANYTIME R49.........NO PED CROSSING W74.........THRU TRAFFIC MERGE LEFT W75.........LANE ENDS MERGE LEFT ALL SIGNS TO MEET CALTRANS STANDARDS PER TRAFFIC MANUAL UNIFORM CHART AND SIGN SPECIFICATIONS, R25, D W J N II- 12 13 4" DOUBLE YELLOW SOLIDZD N 4" WHITE DASH 150' 8" WHITE SOLID v' d' / II' LT. BEGIN STRIPE I R26A 12 12' STA. 14+04.75 12' -147- 45' 510 M W (n 50' 4" WHITE o � w - ANGLE POINT STA. 16+78.21, 3' RT. D 15+00 SOLID v4" ANGLE POINT -� -- "-- WH I DASH --' -- -- -- = voi 150' 8" WHITE SOLID a; + v 3 W 0_ >-— f — ro O F -- Z e N F- R26A � W STA. 14+04.74. W ro 3 150' 8" WHITE SOLIDso 19 R26A f 4 OD — + 0.. 1- a4 END I C:5, 262' 8" WHITE SOLID LA e + N F— . •L STA. 18+92.90, 25' RT. 262' 8" WHITE SOLID MAINTAINED z0 (nQ J ANGLE POINT N — d. —1 Q R7 w d 4" WHITE DASH (� 'm 4" WHITE DASH a -j 4" WHITE DASH o (n 4" WHITE DASH a --. 145' 8" WHITE SOLID, ,,,.. - - STA. 19+82.90, 26' RT, ANGLE POINT 3 ro w ~ a J 12 "m /- o O } (nm J 00 — W 03 OO Go 26A 74 R26A - - R26A R18 Q 00 w � m sEE DETQiZ. 3 O • A .. TH 6 SHEET' � 2 Cn SEF DE•T�1L 4 D TI -115 -'i4loff e 7- !, - -- - f NOTES: I. Striping to conform to CalTrans Traffic Manual, Chapter 6. 2. Contractor to remove all conflicting striping. LEGEND: R7..........KEEP RIGHT (W/YELLOW REFLECTOR) RIO.........ONE WAY R18.........RIGHT LANE MUST TURN RIGHT R18 -L ....... LEFT LANE MUST TURN LEFT R19.........NO LEFT OR U TURN R25.........PARK OFF PAVEMENT R26A........ NO PARKING ANYTIME R49.........NO PED CROSSING W74.........THRU TRAFFIC MERGE LEFT W75.........LANE ENDS MERGE LEFT ALL SIGNS TO MEET CALTRANS STANDARDS PER TRAFFIC MANUAL UNIFORM CHART AND SIGN SPECIFICATIONS, R25, D W J N II- 12 13 4" DOUBLE YELLOW SOLIDZD N 4" WHITE DASH 150' 8" WHITE SOLID v' d' / II' LT. BEGIN STRIPE I R26A 12 12' STA. 14+04.75 12' -147- 45' 510 M W (n 'n o � w - ANGLE POINT STA. 16+78.21, 3' RT. D 15+00 16 . ANGLE POINT ti N a; + v 0_ >-— f — ro O F -- Z R26A � W STA. 14+04.74. W ro R26A f 4 OD — + 0.. 1- a4 END C:5, 3 LA e + o < F— . •L • - MAINTAINED z0 (nQ J N — d. —1 Q On w (� 'm a -j Jo o (n Cn Zd ro to 3 w ~ a J ++ ~ 1- z O } (nm J 00 — W 03 OO Go (o f - Cn W J Q 00 w � m O A � 2 Cn Q cn Q I IQ ti w ' z Iw m w _ � x 13 a� co R26A —�C�, AVENUE END STRIP ING 0 20 40 ao SCALE: I"=40' GENERAL SIGNAGE Ek STRIPING NOTES STA. 13+98.75. II' LT. BEGIN STRIPE I STA. 15+67.76, 0 STA. 14+04.75 � END STRIPE M W (n 'n o � 4" WHITE DASH ANGLE POINT STA. 16+78.21, 3' RT. D 15+00 16 . ANGLE POINT ti DOUBLE YELLOW SOL I a; + v f x 1` a R26A W STA. 14+04.74. W ro R26A f 4 O/ END C:5, T e CITY F— . •L • I MAINTAINED J , —1 Q R25 (� a Jo ti (n W to a J ++ ~ 1- z o~C } (nm I 00 — W 03 OO I I (o f - Cn Q 00 w � C Cn cn I IQ ti z Iw m w _ � x 13 a� co Ld a I� 0 J z w Ix w z � r J ac (n I 3 N ' IJ 00 Q ro I mom• � � la%x +w " to *v w' z R25 3I N IW • co w� NN 14'1 1 I I I 14' R26A —�C�, AVENUE END STRIP ING 0 20 40 ao SCALE: I"=40' GENERAL SIGNAGE Ek STRIPING NOTES STA. 13+98.75. II' LT. BEGIN STRIPE R26A STA. 15+67.76, II' LT. STA. 14+04.75 END STRIPE (n 'n STA. 15+67.75 4" WHITE DASH ANGLE POINT STA. 16+78.21, 3' RT. D 15+00 16 . ANGLE POINT 4" DOUBLE YELLOW SOL I 4" DOUBLE YELLOW SOLED v f h ' R26A STA. 14+04.74. 1 1 .80`-R f 4 O/ END C:5, CITY . 4 t I MAINTAINED STREET Z •''.,Awy _ ivn scQ�� P A . �l DjET.Q %L. _ /\/O SCQZ,5 - n 1. ALL WORK, MATERIAL AND EQUIPMENT FOR TRAFFIC SIGNING 9. MATERIALS FOR SIGNS, POSTS AND MOUNTING HARDWARE, SIGN •� �/ "�''� AND STRIPING SHALL CONFORM TO THESE PLANS AND THE CONSTRUCTION AND SIGN PANEL INSTALLATION SHALL CONFORM O STANDARD SPECIFICATIONS FOR CITY OF FONTANA AND THE TO SECTION 56-2 OF THE CALTRANS STANDARD SPECIFICATIONS. STANDARDS AND SPECIFICATIONS OF THE STATE OF N CALIFORNIA. 10. SIGNS SHALL BE MOUNTED ON METAL BOX SECTION. POSTS UNLESS OTHERWISE INDICATED. POSTS AND INSTALLATION 2. PAINTING PROCEDURE SHALL CONFORM 'TO THE STANDARD SHALL MEET CITY REQUIREMENTS. O SPECIFICATIONS AND THE REQUIREMENTS OF THESE GENERAL N�l Q, NOTES. 11. THE QUANTITY OF TRAFFIC SIGNING AND STRIPING SHALL BE / CONSIDERED ONE LUMP SUM ITEM COMPLETE IN PLACE. `•Q•' 3. PAVEMENT MARKERS AND TRAFFIC LINES (STRIPING) THE LUMP PRICE IN THE BED SHALL INCLUDE FULL DIMENSIONS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL COMPENSATIONNSA ION FOR FURNISHING SH I NG ALL LABOR MATERIALS S TOOLS N 9/V 9 ..r . 1 . AND EQUIPMENT FOR DOING ALL WORK INV0LVE D IN � OR "-'•t''-:: ,::';;::::::;.: I .... .................... 4. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY APPURTENANT TO THE INSTALLATION OF TRAFFIC LINES AND OR STANDARD MAINTENANCE STENCILS. MARKINGS AND/OR MARKERS AND TRAFFIC SIGNS AS REQUIRED ��/� '! BY THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT - 5. TRAFFIC STRIPES AND PAVEMENT MARKINGS ON NEW SURFACING PAINTING, INCLUDING COSTS FOR SANDBLASTING OF EXISTING ,1 /YO SC.4ZE SHALL BE APPLIED IN TWO (2) SEPARATE COATS. THE SECOND LINES AND MARKINGS, AND THE REMOVAL OF PAVEMENT MARKERS```'�•" "`''r4 COAT TO BE APPLIED WITHIN 30 DAYS OF ACCEPTANCE OF SHALL BE AT THE CONTRACTORS EXPENSE. 2 STREETS. 12. THE CONTRACTOR SHALL MAINTAIN BARRICADES AND TRAFFIC 6. PAINT FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, CONTROL DEVICES DAILY. ARROWS, PAVEMENT LEGENDS, AND CURB MARKINGS SHALL RAPID DRY TYPE PER SECTION 82-3 OF THE STANDARD0 BE CITY PRIOR TO PAINTING. G N 13. CAT TRACKING T APPROVED V BY C SPECIFICATIONS. REFLECTIVE MATERIAL SHALL BE APPLIED TO p,,_•i p� ALL TRAFFIC STRIPES (EXCEPT BLACK) IN THE FINAL FINISH 14. ALL :LANE SEPARATION STRIPES SHALL HAVE RAISED r - COAT PER SECTION 84-3 OF THE STANDARD SPECIFICATIONS OF MARKERS PER CALTRANS MANUAL,," - LJ - THE STATE OF CALIFORNIA AND CITY OF FONTANA. 15. BLACK PAINT SHALL BE APPLIED BETWEEN ALL DOUBLE YELLOW 7. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL SOLID LINES. •a•' - •:� POINTS FOR ALL STRIPING AND MARKING AND SHALL BE �'•, �'3t i RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER.01A Fo#r 8. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL �3-3/-9P mNBS/LOV1��Y N CONFORM TO CALTRANS APPROVED SIGN SPECIFICATION SHEETS. 1$,777 y / 000 SIGN CODES SHOWN HEREON CORRESPOND TO THECALTRANS � RECORD DRAWINGS SPECIFICATION SHEET CODES. SIGNS SHALL BE THE STANDARD Information Obtained From SIZE UNLESS OTHERWISE INDICATED. Jj CIVIL�� h , 9TE OF CFOQ� Client's Records �.,4 ! Lr QCT // NBS's Records DrL.. / 45 Contractors Records /y0 S'C,4Z,E CITY OF FONTANA CAL I FORN tA EMI NRERS & PLANNERS PURL I C WORKS DEPARTMENT • 10920 VIA FRONTERA, P.O. BOX 28100, SAN DIEGO, CALIFORNIA 92128 (619) 485-1500 Drawn By: Scale: DSA I�(//il/G /////go�F Approved JLG INLAND EMPIRE CENTER I N-40- ' �, - Designed By: Q T11:?1F1A1& RZ AA/ Dote:,2 ADDED SPA/YD/2EL,C T,q/Z 5 / 2 .3 '� Z2/-� 3 I COY44/4Eoo XW44"k GOc#c71/i✓ 1—� �Olez� 4777 10-27-89 AUG. 18 1989 IZ�Z-g`J �L•�� WILLIAM H. I LSON R. C. E. Da t e Checked By*U AApp�OVed �/. ���_ „���� 25126 Dwg. No. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ACTING CITY ENGINEER R.0 E 183 20