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HomeMy WebLinkAbout2192-4SCALE: 1 " = 40' I W 0. W = Z C� :3 MULBERR Y 0 2 0 - - ON SIGNALLSTD. IMEAD AT CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERVASE Q4 LEGEND INDICATED ON PLANS. "QUICK �y CR=30' L 0 14 U � AVENUE 4 EX. W74 500' TO F4-1 EX. R35 LIMIT LINE -- — 4 EX_ R26S -- 5 W41 -- -- -- -- 1� w i►� �'♦— 400' N N 1 2 � r T I I 11' 19' 16' 14 60' I � W I MULBERRYA VENU_R Z o 4 EX. R18 4 EX. W11 --� CR=35 & R63 & R63 4 EX. W74 4 EX. R263 4 EX. R26S � 4 EX. R26S -- -- -- -- -- -- -- -- -- -- R/W -- -- -- -- — -- -- -- w w cr w 90 Q d` 16 8 G� 400' 2 w r- —.. �t > > ----.G-----L---�— .G._----�-----�-- =-- � N EX. W56 4 10 l � N .r..- � N 9 8 440 4 EX. R7 &TYPE "N" ± 16 0,2081 ;� &TYPE N 200, iv 1 iv 4 EX. R7 & 2 -- -- N 1 N N N , 1�'J Wil TYPE -- d' N co Sa 1*'y r'ri 1 � N7 • ,,,, w ' r SECTION LIIN — — — — — — = — — — — —A R7 & 4 A- -H --�- — — -- — — -u-) rn -N 6 - 254 Irl -108' 8 N TY E "K" 11 N P _wY-49 _ n— 16 ._ N 9 — -- -- -- -- -- N 1 1 W41 5 500' TO 17 17 11 EX. EDGE 1 0 5 W74 OF PAVEMENT' zw 74 _ Z Cl�=20' LIMIT LINEA.C. � A.C, R 30 EX. BUS STOP Q R18 5 R18 5 J � cc �p SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SW€ET - - ON SIGNALLSTD. IMEAD AT CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERVASE Q4 LEGEND INDICATED ON PLANS. "QUICK �y CR=30' L SIGN SHALL BE MOUNTED ON A PUNCH POST' 2" X 2" (12 GA.) 14 WITH 7/16 HOLES, 1 ON CENTERS, ON FOUR SIDES THAT CAN BE EX. R710 4 WI PUNCHED OUT. LENGTH MAY VARY NTH SIGN INSTALLATION TO r- MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY EXISTING STRM NG TO BE REMOVED _ T TYPE K" ONE PIECE ANCHOR, 2 1/2' X 30" X 6 GAUGE (NON—PERFORATED), TO — EXISTING STRIPING TO REMAIN ST, FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID—POINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. PROPOSED STRIPING at r IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTARIa awl GENERAL NOTE$c 1. ALL WORK , MATERRALS AND EQUIPMENT FOR TRAFM SKNW AND � BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. i= U 0 EXISTING SIGN TO BE REMOVED& CONTROL POINTS OR "CAT—TRACKING' IS TO BE APPROVED BY THE STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND TRAFFIC SECTION PRIOR TO PAINTING. S. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE SPECIMA11ONS FOR THE CITY OF FONTANA AND THE STANDARDS ANDLJ REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR � j �' 1 SPECIFICATIONS OF THE STATE OF CALIFORNIA. 10. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDIMATED WIN ir0 EXISTING SIGN POST TO BE REMOVED THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS L PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL COWORM • WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUW4ED TO • PROPOSED SIGN POST TO CALTRANS STANDARD PLANS. 11. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE 3. PAVEMENT MARKINGS CONFORM TO CITY STANDARD STENCILS. 1� CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. 4. TRAFFIC STRIPING AND PAVEMENT MARKIN".'GSSHALL I iii C1r2 i BE IN TWO (2) SEPARATE COATS:. A FINAL COAT IS TO BE APPLIED I BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST1 COAT. 14'112'11 11 , 14 S. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES cc �p SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SW€ET IMEAD AT CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERVASE Q4 LEGEND INDICATED ON PLANS. "QUICK �y CH L SIGN SHALL BE MOUNTED ON A PUNCH POST' 2" X 2" (12 GA.) 14 WITH 7/16 HOLES, 1 ON CENTERS, ON FOUR SIDES THAT CAN BE WI PUNCHED OUT. LENGTH MAY VARY NTH SIGN INSTALLATION TO r- MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY EXISTING STRM NG TO BE REMOVED ONE PIECE ANCHOR, 2 1/2' X 30" X 6 GAUGE (NON—PERFORATED), TO — EXISTING STRIPING TO REMAIN FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID—POINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. PROPOSED STRIPING 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTARIa I BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. EXISTING SIGN TO BE REMOVED& CONTROL POINTS OR "CAT—TRACKING' IS TO BE APPROVED BY THE EXISTING SIGN TO REMAIN TRAFFIC SECTION PRIOR TO PAINTING. S. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE ' PROPOSED SIGN REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. 10. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDIMATED WIN EXISTING SIGN POST TO BE REMOVED THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS 6 EXISTING SIGN POST TO REMAIN WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUW4ED TO • PROPOSED SIGN POST COORDINATE WORK WITH CITY FORCES. 11. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/Olt CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. cc �p REMOVE R1 & S.N.S. WHEN TRAFFIC SIGNAL IS TURNED ON, BY CITY FORCES. i h b JI 51 R61 :;tNNiNG OF IEUZAl10N 17. W17 Q W41 CONSTRUCTION NOTES m Existing striping to remain, ® Remove existing striping. © Remove existing sign. ® Existing sign to remain. © Install sign as shown ® Install Caltrans Detail 9 l� Q Install Caltrans Detail 21&:. ® Install Caltrans Deta# 38 ® Install Caltrans Detail 38A O 20' spacing ® Install Caltrans Detail 28 © Install 12" white line. Z!L®Nor L6r-_-D - © Removes exlsting pavement mar Ing. LC�4 Install pavement marking O 200' spocbgQ ® Install Caltrans Detail 378 ® Install pavement markings O 100' spvcl q► Install pavwrt marskAn9a CONSTRUCTION SET IMEAD AT BE AHEA CH NI 13 ST h I 12'I14' REMOVE R1 & S.N.S. WHEN TRAFFIC SIGNAL IS TURNED ON, BY CITY FORCES. i h b JI 51 R61 :;tNNiNG OF IEUZAl10N 17. W17 Q W41 CONSTRUCTION NOTES m Existing striping to remain, ® Remove existing striping. © Remove existing sign. ® Existing sign to remain. © Install sign as shown ® Install Caltrans Detail 9 l� Q Install Caltrans Detail 21&:. ® Install Caltrans Deta# 38 ® Install Caltrans Detail 38A O 20' spacing ® Install Caltrans Detail 28 © Install 12" white line. Z!L®Nor L6r-_-D - © Removes exlsting pavement mar Ing. LC�4 Install pavement marking O 200' spocbgQ ® Install Caltrans Detail 378 ® Install pavement markings O 100' spvcl q► Install pavwrt marskAn9a CONSTRUCTION SET