Loading...
HomeMy WebLinkAbout2651-2ire 38'i �I 19 1 9 �m 12 17 wv N 27; 3 1 0 r ( r Z00/ WD XU w 13'i 12 E a I I I s E SEE SHEET N0. 0 W W 70' PARABOLIC FLARE R/W O 00 + r 1 � ANGLE POINT END TAPER FROM 13' TO 12' 18 25 1'2) 3 �2 250' STORAGE 11 d. I O + Lo 6 5 I R/W Z o + STS' N I, li IF r Z3 Lo w Z O N ( O IS t� q wo � w Y w�0 z II I >- Q a < QZ J + i w ! � I V) Q O a : >O 0 if ii Q V 0 , ;mV I ij i o) r 31 1 ; �= I; � w i w19 19 o ti z cn Lo it I W I j j� IF I 3 it i� Il 0 3 o - 140 + 20 18 In 'I _u � —PROPOSED 8" A.C. BERM f 14 f 12 t 12 �- f 12 ' f+ f F112 f 12 + R/W 1 4 1 1 12' w 12 3 ° co r o to ' 3.7500 I I I 11 N -P 9 16 o d- 9 R/W o I t 112 ,, 1 18 38'i �I 19 1 9 �m 12 17 wv N 27; 3 1 0 r ( r Z00/ WD XU w 13'i 12 E a I I I s E SEE SHEET N0. 0 W W 70' PARABOLIC FLARE R/W O 00 + r 1 � ANGLE POINT END TAPER FROM 13' TO 12' 18 25 1'2) 3 �2 250' STORAGE 11 PROPOSED 18 18 8" A.C. BERM R/W e e 11 Q C14� 11 �01��ILE�FTTU�RNPOCKET + io 15 V/ W d. I O + Lo 6 R/W Z w + STS' N Q r Z3 Lo w Y 9 z o 24 Lu �z PROPOSED 18 18 8" A.C. BERM R/W e e 11 Q C14� 11 �01��ILE�FTTU�RNPOCKET + io 15 V/ W Lo I n Lo �w z R/W Z w O STS' Lo r- aQ O J Z3 Lo w Y 9 z o 24 Lu �z wo � Y w�0 00 r >- Q a < QZ J + w + V) Q O : >O 0 w�Oz Q V 0 , ;mV 31 J o) r 31 U 18 22 0 O Lo ta- 90' Iif A 0 w � 12 N 00 0 16 N r to N e COT 77�w+ 18 R/W + Q C-4 22 N~d r Z N Q U w v) m ALMOND AVENUE Lo rn H 18 28 O O 90' + CO w e e e e e e RAISED CURB PROPOSED A.C. BERM r o 5 r 21 6 7 — — — — — — — — — — — — — — — — — — — — - N � � N 15 � r7 (o PROPOSED CURB & GUTTER O20 R/W + O U) PROPOSED 8" e e A.C. BERM w 16 14 320' 601 19 15 31 V) 18 � w U-) Lo Q Lo r T_ o w EXISTING CURB & GUTTER d- o 16 r • __-----.____ \- =--' -------------- � e e IR/W z 24 Lo I n Lo �w z w O Lo r- aQ O J Z3 Lo w Y + + In wo � Y w�0 0) ao I r Z Q � �', r I w : a1 0 m -m 31 o) r 31 I 1 w w d 0 z Li R/W 20 0 20 40 80 120 SCALE:1 "=40' 17 18 ® e e e e e EXISTING 29 EDGE OF PAVEMENT + 00 r U) 0 20 40 80 120 SCALE:1 "=40' GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE 1992 STANDARD PLAN AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND MARKINGS ON NEW SURFACES SHALL BE THERMOPLASTIC (ALKYD TYPE). 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINIATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAVEMENT STRIPING APPLICATION. 9. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 10. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 11. EXACT LOCATION OF ALL INSTALLED EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE APPROVED BY THE ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. TO NOTES 1� REMOVE ALL CONFLICTING EXISTING STRIPING AND MARKINGS BY SANDBLASTING. INSTALL 4" DASHED WHITE LINE PER CALTRANS DETAIL 12 STD. PLAN NO. A20A. INSTALL 8" SOLID WHITE LINE PER CALTRANS DETAIL 38 STD. PLAN NO. A20D. 40 INSTALL 12" SOLID WHITE LINE PER CALTRANS STD. PLAN NO. A24E. 50 INSTALL RIGHT EDGE LINE PER DETAIL 27 B. STD. PLAN NO. A20B. 6 INSTALL "INSTALLATION C" SIGN (SR4). INSTALL YELLOW "SCHOOL" PAVEMENT MARKINGS PER CALTRANS STD. PLAN NO. A24D. aINSTALL "INSTALLATION C" SIGN (SR4) ON STREET LIGHT. 9 INSTALL 12" YELLOW LINE PER CALTRANS STD. PLAN NO. A24E. 10 NOT USED 11 INSTALL TYPE IV (L) ARROW PER CALTRANS STD. PLAN NO. A24A. SINSTALL TYPE IV (R) ARROW PER CALTRANS STD. PLAN NO. A24A. 13 NOT USED 14 INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN (R18-2) PER CALTRANS MANUAL. 15 INSTALL MEDIAN ISLANDS DETAIL 29 PER CALTRANS STD. PLAN NO. A -20B. 16 INSTALL DOUBLE YELLOW LINE DETAIL 22 PER CALTRANS STD. PLAN NO. A -20A. 17 INSTALL KEEP RIGHT SYMBOL SIGN (R7) PER CALTRANS MANUAL. 18 INSTALL NO STOPPING ANY TIME SIGN (R26S) PER CALTRANS MANUAL. 19 INSTALL 4" SOLID WHITE LINE. 20 INSTALL NO STOPPING ANY TIME SIGN (R26S) ON STREET LIGHT. 21 INSTALL TWO-WAY LEFT TURN LANES DETAIL 32 PER CALTRANS STD. PLAN NO. A -20B. 22 INSTALL R26E (BUSES EXEMPT SIGN). 23 INSTALL 8" LANE DROP STRIPING PER CALTRANS DETAIL 378 STD. PLAN N0. A 20C. 24 INSTALL STOP SIGN (R1) AND "STOP" MARKING PER CALTRANS MANUAL FIG. 6-37, FIG. 6-40, AND CALTRANS STD. PLAN NO. A 24E, AND NSP -88.. 25 INSTALL R61 (TYPE R61-20.1) SIGN PER CALTRANS MANUAL. aINSTALL W74 SIGN PER CALTRANS MANUAL FIG. 6-17. 27 INSTALL TYPE K MARKER PER CALTRANS MANUAL. 28 INSTALL W41 SIGN VVITH PAVEMENT MARKINGS PEB. CALTRANS MANUAL FIG 6-36 29 INSTALL W65-1 SIGN. 30 INSTALL W56 & TYPE N MARKER PER CALTRANS MANUAL. DINSTALL TYPE F MARKER. G 16 y V v VrIs ch c i'eo.J 6A4 Last Update: 7/23/98 I 1316stp2.dwg Lo n n 00 0+0 r 6 ® e 71 17 18 ® e e e e e EXISTING 29 EDGE OF PAVEMENT + 00 r U) 0 20 40 80 120 SCALE:1 "=40' GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE 1992 STANDARD PLAN AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND MARKINGS ON NEW SURFACES SHALL BE THERMOPLASTIC (ALKYD TYPE). 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINIATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAVEMENT STRIPING APPLICATION. 9. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 10. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 11. EXACT LOCATION OF ALL INSTALLED EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE APPROVED BY THE ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. TO NOTES 1� REMOVE ALL CONFLICTING EXISTING STRIPING AND MARKINGS BY SANDBLASTING. INSTALL 4" DASHED WHITE LINE PER CALTRANS DETAIL 12 STD. PLAN NO. A20A. INSTALL 8" SOLID WHITE LINE PER CALTRANS DETAIL 38 STD. PLAN NO. A20D. 40 INSTALL 12" SOLID WHITE LINE PER CALTRANS STD. PLAN NO. A24E. 50 INSTALL RIGHT EDGE LINE PER DETAIL 27 B. STD. PLAN NO. A20B. 6 INSTALL "INSTALLATION C" SIGN (SR4). INSTALL YELLOW "SCHOOL" PAVEMENT MARKINGS PER CALTRANS STD. PLAN NO. A24D. aINSTALL "INSTALLATION C" SIGN (SR4) ON STREET LIGHT. 9 INSTALL 12" YELLOW LINE PER CALTRANS STD. PLAN NO. A24E. 10 NOT USED 11 INSTALL TYPE IV (L) ARROW PER CALTRANS STD. PLAN NO. A24A. SINSTALL TYPE IV (R) ARROW PER CALTRANS STD. PLAN NO. A24A. 13 NOT USED 14 INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN (R18-2) PER CALTRANS MANUAL. 15 INSTALL MEDIAN ISLANDS DETAIL 29 PER CALTRANS STD. PLAN NO. A -20B. 16 INSTALL DOUBLE YELLOW LINE DETAIL 22 PER CALTRANS STD. PLAN NO. A -20A. 17 INSTALL KEEP RIGHT SYMBOL SIGN (R7) PER CALTRANS MANUAL. 18 INSTALL NO STOPPING ANY TIME SIGN (R26S) PER CALTRANS MANUAL. 19 INSTALL 4" SOLID WHITE LINE. 20 INSTALL NO STOPPING ANY TIME SIGN (R26S) ON STREET LIGHT. 21 INSTALL TWO-WAY LEFT TURN LANES DETAIL 32 PER CALTRANS STD. PLAN NO. A -20B. 22 INSTALL R26E (BUSES EXEMPT SIGN). 23 INSTALL 8" LANE DROP STRIPING PER CALTRANS DETAIL 378 STD. PLAN N0. A 20C. 24 INSTALL STOP SIGN (R1) AND "STOP" MARKING PER CALTRANS MANUAL FIG. 6-37, FIG. 6-40, AND CALTRANS STD. PLAN NO. A 24E, AND NSP -88.. 25 INSTALL R61 (TYPE R61-20.1) SIGN PER CALTRANS MANUAL. aINSTALL W74 SIGN PER CALTRANS MANUAL FIG. 6-17. 27 INSTALL TYPE K MARKER PER CALTRANS MANUAL. 28 INSTALL W41 SIGN VVITH PAVEMENT MARKINGS PEB. CALTRANS MANUAL FIG 6-36 29 INSTALL W65-1 SIGN. 30 INSTALL W56 & TYPE N MARKER PER CALTRANS MANUAL. DINSTALL TYPE F MARKER. G 16 y V v VrIs ch c i'eo.J 6A4 Last Update: 7/23/98 I 1316stp2.dwg