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HomeMy WebLinkAbout2240EX. R1 dols EX. P.P. # 1719112E 0 rEX. P.P # 1715111E ESTIMATED QUANTITIES REMOVAL QUAN. INSTALLATION QUAN. 88'11 QUAN. 4* YELLOW LANEIJNE(SKIP) 730 LF DOUBLE YELLOW 730 LF 12' 44 PAVEMENT LEGEND 2 8" SOLID WHITE 44' 12' 2 PAVEMENT ARROW 4 R818 20' 12' 12' 20' x R28(S)(Lt) 2 EDGE OF PAVEMENT--,,. R28(S)(Rt) 2 0 EX. P.P. # 2162521E W I I lloor, z SCALE: 1" = 40' I I EX. R2(35) EX. P.P. #1719113E I I JUNIPER z z INSTALL' 20' 12' 12' 20' INSTALL R26(S) ( ) R81 B & z R28(S)(Rt) R1 EX. R1 W SB 22 INSTALL INSTALL R26(S) 3 5 5 22 SB 38 EX. R2(35) R26 O O - CR -20 C - 0' R=2 2 0 1 d0lS d)O SI'l I SB 1 9 125 EX. SIDEWALK � N EX. SIDEW r 0 o 2 L.C7 d" 1 N N I`r7 ---- -- ---w ----------- -- ----------------- - ---- ----- n�----------------------------------------- - ------ - ��- w N -- 0�------------------ �� -- -- � --- --Ain ---- N o -� w 0 240 TAPER ® 40:1 g c\I 125 0 SB 1 d- r r All -Z7 E 0I E N EX. SIDEWALKp ESTIMATED QUANTITIES REMOVAL QUAN. INSTALLATION QUAN. SIGNS QUAN. 4* YELLOW LANEIJNE(SKIP) 730 LF DOUBLE YELLOW 730 LF R26(S) 8 PAVEMENT LEGEND 3 8" SOLID WHITE 250 LF R81A 2 PAVEMENT ARROW 4 R818 2 PAVEMENT LEGEND 4 R28(S)(Lt) 2 R28(S)(Rt) 2 AVENUE CD SB INSTALL w INSTALL R26(S) R2SL8()(tcr- oV) EX. VAULT r iU-) 0 0 g0' /240' TAPER ® 40:1 N N ---------------------------- -------- ------- - - 0 0 N N ° EX. R C N n �I �� q5 �� L 1111 ST P � F I I F� F� F� �o I N STALL �o �o �o , EX. W17 ry�� R81 & ��� ��� /INSTALL R26(S) ��� INSTALL—/EX. R1/SNS CR=20 CR=20 INST L EX. R2(35) �Oo IR26 R26(S) .,� R26 SLLRR81B & A A R28 S Lt `� `� `� R26 S R26(S) () R26(S)(Rt) � () ( ) � 21 ,� () 38, , EX. R 1 21 20 12 12 20 •�Q� �R�j ��� ��� LEGEND EXISTING STRIPING & MARKINGS TO REMAIN. EXISTING STRIPING & MARKINGS TO BE REMOVED. —� PROPOSED STRIPING & MARKINGS. b EXISTING SIGNS; M PROPOSED SIGNS. R^ EXISTING RED CURBS RIC PROPOSED RED CURBS EX. R26(S) EDGE OF PAVEMENT EX. W65/R2(25)/R72 CONSTRUCTION NOTES XX DETAIL NUMBER FOR INSTALLATION OF PAVEMENT MARKINGS PER STATE STANDARD PLANS NO.: A20—A, A20—B & A20—C. SB SANDBLAST/REMOVE EXISTING STRIPING AND PAVEMENT MARKINGS. FlA INSTALL PAVEMENT MARKINGS. EXISTING PAVEMENT MARKINGS TO REMAIN. 10015 40 � 20' 1 12' 12'I 20' 32'1 32' 881 REV. , EX. P.P. # 1715110E EX. R26(S) EX. W17 REVISION DESCRIPTION e,�v....Il w, V4 c" U. a CIVi FOF CAUL DATE I ENGR. I CITY I DATE GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS JULY 1992. 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL COSTS BE NECESSARY. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 6. SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2" X 30" X 6 GAUGE (NON -PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. 9. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 10. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. 11.7. PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS -AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3 OF CALTRANS STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE ON PLANS. x. � •��-. "'-: ice" .. . �{�J' _fir.,'' •', • �j K"� UNSCOTT, LAW & GREENSPAN, ENGINEERS TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING ■ 1580 CORPORATE DRIVE, SUITE 122. COSTA MESA, CA 92828 (714)841-1587 ❑ 108 SOUTH MENTOR AVENUE, SUITE 100, PASADENA, CA 91108 (818)798-2322 ❑ 8989 RIO SAN DIEGO DRIVE, SU DIEGO, CA 92108 (819)299-3090 -9 R I In$ E4 NO. DATE EX. W17 CHECKED BY: APP 0 D BY )CITY&F FONTAN DRAWING NO.: DIG 2-6610 3 -3-93' ZZ �� N0. DATE