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HomeMy WebLinkAbout2108A-12INSTALL R-7 /K MARKER PAINT 8" WHITE DIAGONALS DETAIL "Bl 00 INSTALL THERMOPLASTIC TYPE IV ARROWS + 00 PAINT C DET 22 @ 90' a V) PA I NT C DET 9 @ 175 ' EXISTING R26(S) INSTALL 15—TYPE F-1 DELINEATORS/ 5' 0/C REMOVE EXISTING STRIPING OR PAVEMENT MARKINGS — M + 00 INSTALL THERMOPLASTIC Q TYPE IV ARROWS I- Cn P INT DET 22 @ 120' P INT DET 9 e 120' -----------�------------------- ----- -- -- - �EXISTING R26(S) 175, r o 120' SURVEY C/L __ _ _ —__ _ " 60' 4' 2' 90' 120' 120' r 150'_ ---------------- --- - - --- - "a 1 rn � T SEE DETAIL ,------�-- t "B" ABOVE7-NSTALL®PAINT DET 29 @ 60 -' 28(L) PAINT DET 37B)@ 150' U) V_ __z ---------- O9 INSTALL R 26(S) PAINT DET 38 @ 120' REMOVE EXISTING STRIPING OR PAVEMENT MARKINGS PAINT DET 22 @ 90 ' NOTE: FOOTHILL BLVD. STREET IMPROVEMENTS AND STRIPING PER DWG. 2108-A, SHEET 11 EXISTING STRIPING & PAVEMENT MARKINGS TO REMAIN MANGO AVENUE 0W z w z z z Q 1= + 1- 0 X X W WTr Q j I II I I i V) I 1 r ; INSTALL THERMOPLASTIC I 3 I 1 3:: ' TYPE IV ARROW I , II I 7 EXISTINGI I I III I r-_--_-� PAINT DET 38 @ 85' I R26(S) i I i ' i 1 REMOVE EXISTING STRIPING ,� OR PAVEMENT MARKINGS 28 12'11 I "13' 20' 1 I EXISTING I III A R26(S) I ----------- ---- I v r� I REMOVE ARRO S x� ' � O 1 I I CJ kv- I 1 85 AF --- - I EXISTING CR SSWALKS i I ;� 85' I PER SHEET 11 J hyo 0 ------ --- - ---- _— EXISTING R26(S) EXISTING Nr 1 7 ' ' II I 1 II EXISTING INSTALL I II EXISTING R26(S) R 26(S) I i I ii I R26(S) u 90' EXISTING R/W PAINT DET 22 @ 90., PAINT INSTALL THERMOPLASTIC TYPE IV ARROW 1 II 1 PAINT C DET 22 @ 85' 1 1 1 11 15' 12' 13' 1 112' 15' 1 II STRIPING & PAVEMENT 1 ° i MARKINGS PER I i i i PER SHEET 11 N J N n r W X I- rn In Cn EXISTINGI I I III I r-_--_-� PAINT DET 38 @ 85' I R26(S) i I i ' i 1 REMOVE EXISTING STRIPING ,� OR PAVEMENT MARKINGS 28 12'11 I "13' 20' 1 I EXISTING I III A R26(S) I ----------- ---- I v r� I REMOVE ARRO S x� ' � O 1 I I CJ kv- I 1 85 AF --- - I EXISTING CR SSWALKS i I ;� 85' I PER SHEET 11 J hyo 0 ------ --- - ---- _— EXISTING R26(S) EXISTING Nr 1 7 ' ' II I 1 II EXISTING INSTALL I II EXISTING R26(S) R 26(S) I i I ii I R26(S) u 90' EXISTING R/W PAINT DET 22 @ 90., PAINT INSTALL THERMOPLASTIC TYPE IV ARROW 1 II 1 PAINT C DET 22 @ 85' 1 1 1 11 15' 12' 13' 1 112' 15' 1 II STRIPING & PAVEMENT 1 ° i MARKINGS PER I i i i PER SHEET 11 r- C N N PAINT C DET 38 @ 7 0 ' 1V Mongo- SCALE 1" = 40' PALMETTO AVENUE + + zz INSTALL 3 TYPE F-1 C° 00 Cn I- DELINEATORS, 25 O/C. X I I 1 X REMOVE EXISTING STRIPING w 15' 1112' 12' ;11 13' 16' 1 1; W LIJ INSTALL THERMOPLASTICI 4' I i ' I- TYPE IV ARROWS 1 LL z DO INSTALL EXISTING R/W 3 1 ' co + INSTALL I I I i v' + R O 8 R INSTALL 0 M; 1 I m x 0 © R26(S) R 28(L) V' I 1 Z w v I I , U= Q EXISTING R/W w —---------------- e- ---------- --------�� y ----------- I I \ I W :2 OR PAVEMENT MARKINGS V REMOVE EXISTING PALM TREE ® STA 11 +55 WIDEN PER DET. AT RIGHT APPROXIMATELY 1500 SF. )IE Ln 0 + PA I NT C DET 27B @ 212 ' I— R/W ATCH EXIST C/L STRIPING @ 90' 31EWIDTH VAkIES FROM 10 FT. AT STATION 10+87 TO ZERO FT. @ STA 13+20.5 c� U W Ln O 0 W N + 0 n W V) JOIN EXIST EDGE OF PAVEMENT w 0 3 EXISTING R/W zz -J W -------- --- I I I `Z-- JOIN EXIST STRIPING ---------- ---------------- PAINT DET 22 @ 90' - I I STRIPING & PAVEMENT 1 I " 90' 120 I i MARKINGS PER SHT. 11 i 1 70 110' - - 50' 1 ' 120 1 I i I �- 70' 90 � N ---------- ---------- -- I I 4 I I ---------- -------------- - ---- ---- ----------------- Lq 1 ------------- 00 J I .c� PAINT DET 22)@ 50' ---- - -� ------ -------- -- '� ------ -- -- --'��� �-- �� I I � EXISTING _N1- EXISTING ��/ + EXISTING EXISTING �� -------I� -------�' R28(S) EXISTING R/W EXISTING R/W R26(S) R26(S)iQ PAINT DET 22 @ 110' EXISTING ( II I I PAINT DET 22 @ 9 0 R26(S) A I II i EXISTING I INSTALL THERMOPLASTIC P INT DET 22 @ 70 REMOVE EXISTING STRIPING PAINT DET 38 @ 120' �12'11 R26S TYPE IV ARROWS OR PAVEMENT MARKINGS J i �j17. 1 T1 PAINT DET 22 @ 120' < 1 i� I I J 0w I I II I �3 Q I z \ j j 11 1 1 U W F=(n Of I 1 11 UO I 1 cnp5� z U I 1 11 1 1 ILd< Z 11 lI 1 I �0 I 1 1-800-422-4133 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING O )/CAL UNDERGROUND ALERT BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 X z V) 11 I 1 U W Q X II I I z W II I I 13 47 47 13 x _JIW LEGEND O Numbered circles represent sign number per SIGN SUMMARY SHEET, see sheet number 13 of 20 (for reference). „r Arrow symbol depicts the installation of a new Type IV arrow by the application of thermoplastic material per Section 84-2.04 of CALTRANS STANDARD SPECIFICATIONS. DET Numbered elongated ovals represent striping detail number per CALTRANS TRAFFIC MANUAL. CONSTRUCTION NOTES L/ Sawcut and remove existing pavement and debris to provide 14' outside lane. Construct 5" Asphalt Paving Type III -b2 -AR over 12 " compacted native material per City Standards (95%). Apply State approved soil sterilant prior to paving. O2 Remove existing Palm Tree and dispose at Contractor's expense. Backfill hole with class II base material and compact per City Standards. GENERAL NOTES 1. Work within Foothill Blvd. Right-of-way is Covered.bv CALTRANS Encroachment Permit NoQ&- 6-� -MC-0200 Call 907p_*3g34,545for State Inspector prior to start of any work in State Right -of Way. 2. All work, material and equipment shown on this plan shall conform to the requirments of . the State of California Deartment of Trans- portation Standards and Specifications latest edTion. 3. Pavement Striping,Marking and Signing dimension shall conform to the CALTRANS TRAFFIC MANUAL, dated 1992. 4. Traffic Pavement Marking, Striping and Legends shall be applied as specified on this plan and in section 84, CALIFORNIA STANDARD SPECIFICATIONS, dated 1992. 5. The quantity of traffic signing, striping, pavement marking, legends and signing required per plan shall be considered one lump sum item, complete, In place. The lump sum price in the bid shall include full compensation for all work involved In or appurtenant to the install- ation of all Traffic lines, markings, delineators and signs as required per this plan. All costs for temporary markings,signing and striping including removal of existing or conflicting signing and striping shall be at the contractors expense. 6. It shall be the responsibility of the contractor to maintain all construction and final traffic control untill the final acceptance of the job. 7. Control points or "Cat Tracking" shall be provided by the contractor and shall be approved by the Engineer prior to painting. Advance notice of a minimum of 2 working days is required for the inspection. 8. It is the responsibility of the contractor to remove all conflicting signing and striping and pavement markings. r J z CD W X I- rn W X m W v cn LI X W PROPOSED STREET IMPROVEMENTS Z PER SHEET 4 AND 5 I— r- C N N PAINT C DET 38 @ 7 0 ' 1V Mongo- SCALE 1" = 40' PALMETTO AVENUE + + zz INSTALL 3 TYPE F-1 C° 00 Cn I- DELINEATORS, 25 O/C. X I I 1 X REMOVE EXISTING STRIPING w 15' 1112' 12' ;11 13' 16' 1 1; W LIJ INSTALL THERMOPLASTICI 4' I i ' I- TYPE IV ARROWS 1 LL z DO INSTALL EXISTING R/W 3 1 ' co + INSTALL I I I i v' + R O 8 R INSTALL 0 M; 1 I m x 0 © R26(S) R 28(L) V' I 1 Z w v I I , U= Q EXISTING R/W w —---------------- e- ---------- --------�� y ----------- I I \ I W :2 OR PAVEMENT MARKINGS V REMOVE EXISTING PALM TREE ® STA 11 +55 WIDEN PER DET. AT RIGHT APPROXIMATELY 1500 SF. )IE Ln 0 + PA I NT C DET 27B @ 212 ' I— R/W ATCH EXIST C/L STRIPING @ 90' 31EWIDTH VAkIES FROM 10 FT. AT STATION 10+87 TO ZERO FT. @ STA 13+20.5 c� U W Ln O 0 W N + 0 n W V) JOIN EXIST EDGE OF PAVEMENT w 0 3 EXISTING R/W zz -J W -------- --- I I I `Z-- JOIN EXIST STRIPING ---------- ---------------- PAINT DET 22 @ 90' - I I STRIPING & PAVEMENT 1 I " 90' 120 I i MARKINGS PER SHT. 11 i 1 70 110' - - 50' 1 ' 120 1 I i I �- 70' 90 � N ---------- ---------- -- I I 4 I I ---------- -------------- - ---- ---- ----------------- Lq 1 ------------- 00 J I .c� PAINT DET 22)@ 50' ---- - -� ------ -------- -- '� ------ -- -- --'��� �-- �� I I � EXISTING _N1- EXISTING ��/ + EXISTING EXISTING �� -------I� -------�' R28(S) EXISTING R/W EXISTING R/W R26(S) R26(S)iQ PAINT DET 22 @ 110' EXISTING ( II I I PAINT DET 22 @ 9 0 R26(S) A I II i EXISTING I INSTALL THERMOPLASTIC P INT DET 22 @ 70 REMOVE EXISTING STRIPING PAINT DET 38 @ 120' �12'11 R26S TYPE IV ARROWS OR PAVEMENT MARKINGS J i �j17. 1 T1 PAINT DET 22 @ 120' < 1 i� I I J 0w I I II I �3 Q I z \ j j 11 1 1 U W F=(n Of I 1 11 UO I 1 cnp5� z U I 1 11 1 1 ILd< Z 11 lI 1 I �0 I 1 1-800-422-4133 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING O )/CAL UNDERGROUND ALERT BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 X z V) 11 I 1 U W Q X II I I z W II I I 13 47 47 13 x _JIW LEGEND O Numbered circles represent sign number per SIGN SUMMARY SHEET, see sheet number 13 of 20 (for reference). „r Arrow symbol depicts the installation of a new Type IV arrow by the application of thermoplastic material per Section 84-2.04 of CALTRANS STANDARD SPECIFICATIONS. DET Numbered elongated ovals represent striping detail number per CALTRANS TRAFFIC MANUAL. CONSTRUCTION NOTES L/ Sawcut and remove existing pavement and debris to provide 14' outside lane. Construct 5" Asphalt Paving Type III -b2 -AR over 12 " compacted native material per City Standards (95%). Apply State approved soil sterilant prior to paving. O2 Remove existing Palm Tree and dispose at Contractor's expense. Backfill hole with class II base material and compact per City Standards. GENERAL NOTES 1. Work within Foothill Blvd. Right-of-way is Covered.bv CALTRANS Encroachment Permit NoQ&- 6-� -MC-0200 Call 907p_*3g34,545for State Inspector prior to start of any work in State Right -of Way. 2. All work, material and equipment shown on this plan shall conform to the requirments of . the State of California Deartment of Trans- portation Standards and Specifications latest edTion. 3. Pavement Striping,Marking and Signing dimension shall conform to the CALTRANS TRAFFIC MANUAL, dated 1992. 4. Traffic Pavement Marking, Striping and Legends shall be applied as specified on this plan and in section 84, CALIFORNIA STANDARD SPECIFICATIONS, dated 1992. 5. The quantity of traffic signing, striping, pavement marking, legends and signing required per plan shall be considered one lump sum item, complete, In place. The lump sum price in the bid shall include full compensation for all work involved In or appurtenant to the install- ation of all Traffic lines, markings, delineators and signs as required per this plan. All costs for temporary markings,signing and striping including removal of existing or conflicting signing and striping shall be at the contractors expense. 6. It shall be the responsibility of the contractor to maintain all construction and final traffic control untill the final acceptance of the job. 7. Control points or "Cat Tracking" shall be provided by the contractor and shall be approved by the Engineer prior to painting. Advance notice of a minimum of 2 working days is required for the inspection. 8. It is the responsibility of the contractor to remove all conflicting signing and striping and pavement markings. r J U W 0 rn z c �= v cn LI X W W W 34' 18 l- LLLI VARIES 12' ' 12.00' 3 � sI� MATCH E 1S1 I U Cn C Feather 12" Min. nTI W 5" MIN. 12" Min. Compacted Native Base Per City Stds. DETAIL A PLOT DATE: 7-19-94