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HomeMy WebLinkAbout6.1-1718 Record DrawingLIST OF DRAWINGS SHEET 7 TITLE SHEET SHEET 2-3 DETAILS &SECTIONS SHEET 4-5 PAVEMENT REHABIL /TA TION BENCHMARK CITY OO F BA : lwowtFIELD 111111EMPS PAVEMENT REHA BIL I TA TION 2013 PHASE 7 THE MONUMENT AT THE S TREE T IN TERSEC TION OF BEA L E AVENUE AND MONTEREY S TREE T SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK SHALL BE ESTABLISHED USING U.S. G. S DATUM NA VD 83. MONUMENT ELEVATION= 323.2986 BASIS OF BEARING THE CENTERLINE OF BEALE AVENUE SHALL BE USED AS THE BASIS OF BEARING. CITY STANDARDS PLANS ST -7, ST -2, ST -7, ST -9, S T-12, ST -14, ST -21 STATE STANDARDS PLANS A20A, A208, A20D, A24A, A24D, A24E, ASSA CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T- OF- WA Y — CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE MONTEREY STREET TO PEARL STREET FEDERAL PROJECT NO.; STPL 5905 (797) PROJECT LOCATION ------- EXIST CURB &GUTTER --------------- EXIST. A.C. FLOWLINE EXIST EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN IS UTILITY SYMBOLS W EXIST WA TER LINE ES TIMA TED QUANTITY s EXIS T SEWER L INE G EXIST GAS LINE 312 SD EXIST STORM DRAIN OH EXIST AERIAL 342 E EXIST UNDERGROUND LF LINES 1464 SF POWER LINE TV EXIST UNDERGROUND FIRE HYDRANT PAVEMENT MARKERS (TYPE D) T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE Fo� MANHOLE F. H. oo, FIRE H YDRAN T P.P. W.M. -!- POWER POLE 171 WATER METER W.V. EXIS TING MONUMEN T WATER VALVE G.M. � FU TURE MONUMEN T ® GA S ME TER S.L. G.V. S TREE T LIGHT GAS VALVE o-� S TREE T LIGHT W/MAST ARM BENCHMARK ® C. 0. CLEAN OUT E- A U TO SCOPE © PRE- EMP TION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES l TEM ES TIMA TED QUANTITY UNI T OF MEASURE EAR THWORK (ROAD WA Y EXCA VA PON) 11,722 c TRAFFIC STRIPING, SOLID WHITE STRIPE (4 -INCH) (PAINT) 312 LF TRAFFIC STRIPING, DETAIL 8 (PAINT) 5,288 LF TRAFFIC STRIPING, DETAIL 21 (PAINT) 342 LF TRAFFIC STRIPING, DETAIL 38A (PAINT) 330 LF PA VEMEN T MARKINGS (WHITE PAINT) 1464 SF PA VEMEN T MARKIGNS (YELLOW PAINT) 480 SF FIRE HYDRANT PAVEMENT MARKERS (TYPE D) 6 EA Job No.: T31<205 File Path: K:\LDD—ENGINEERING\2012-2013\RSTP— Paving Projects\Beale Ave— File Name: Beale Avenue Reconstruct.dwg STATE OF CALIFORNIA NO TE THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: cuss a NO TE. - THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 0. 70 MILES 4RpFESS/pNPA 4 LU C 67008 Exp. 9-30-14 CIV 1 OF CA�� a 3 W6 c. 11-5-0 J Q W 0 m 0 a z r m 0 w O J CL 3 U L O U N N C N Q _N O N m / N Q a� a a� m U N O 0) 0 I F- V) / O N i N O N O z ry w w Z C� z w I D J / a TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS — a TERMINATE ALL LANE LINES ON I A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS NO T TO SCALE FINISHED EXPOSED CURB VA RIES (±O.,30 TO ±0.60) 6" (PER MUTCD 2012 CALIFORNIA SUPPLEMENT FIGURE 3B-102) ' FIRE HYDRANT 1, TRAFFIC FLOW--- 1 MARKER PER LANE A -.-- TRAFFIC FLOW FIRE HYDRANT y MARKER LOCATIONS NO T TO SCALE EXISTING AC SURFACE LIMITS OF EXCA VA TION WILL VARY BETWEEN _ 1.0' TO 1.50'x- (TYP) DE TAIL A EXI S TING CURB EXPOSURE VARIES (± 0.00 TO _ ± 0.70) FINISHED EXPOSED CURB VA RIES 00.30 TO ±0.60) a - `°� g®V44 .g , L4_�., 1 MEDIAN ISLAND CURB DETAIL EXI S TING A C SURFA CE L IMI TS OF EXCA VA TION WILL VARY BETWEEN 1.0' TO 1.50'x- (TYP) NOT TO SCALE O 4Rpf ESS /av L � � PAO���9 3_CDw REGISTERED CIVIL ENGINEER C 67008 * Exp.9-30-14 CITY OF BAKERSFIELD s�q Civl\- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 FDF CAu\F Rq REVISIONS No. DA TE DESCRIP TION 1 g File Nome.°Becle Avenue Reconstruct Drawn: N.GREWAL PAVEMENT REHABIL ITA TION 2013 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K205 Engineer: N.GREWAL Date: Mar. 1, 13 Checked By.- BEALE AVENUE -MONTEREY STREET TO PEARL STREET-DETAILS/SECTIONS 2 OF 5 0 1 2 3 U i 0 U ry a 0 a� m Q a� 0 m U 0 0- 0) 0) m I m ►-- m O N I N O N 0 z ry w w z 3 z w 0 0 J \4 WEST CROSS SLOPE TABLE STA TION CROSS SLOPE 10+00 2.0% 11+00 2.0% 12+00 2.0% 13+00 2.0% 14+00 2.0% 15+00 2.0% 16+00 2.0% 17+00 2.0% 18+00 2.0% 19+00 2.0% 20+00 2.0% 21+00 2.0% 22+00 2.0% 23+00 2.0% 24+00 2.0% 25+00 2.0% 26+00 2.0% 27+00 2.0% 28+00 2.0% 29+00 2.0% 30+00 2.0% 31+00 2.0% 32+00 NO PA V/NG 33+00 NO PA V/NG 34+00 2.0% 35+00 1.94% 36+00 2.0% 37+00 2.0% 38+00 2.0% 39+00 2.0% 40+00 2.14% 41+00 2.0% 42+00 2.0% 43+00 2.0% 44+00 2.0% 45+00 2.0% 45+66 2.0% q OF S TREE T q OF CONSTRUCTION AND CROWN 42' + VARIES (22"-,3J " 2' 0.20' TYPE: "A" 0.20' TYPE "A " A. C. 0 VERL A Y A. C. 0 VERL A Y EAST CROSS SLOPE TABLE STA TION CROSS SLOPE 10+00 2.0% 11+00 2.0% 12+00 2.0% 13+00 2.0% 14+00 2.0% 15+00 2.0% 16+00 2.0% 17+00 2.0% 18+00 2.0% 19+00 2.0% 20+00 2.0% 21+00 2.0% 22+00 2.0% 23+00 2.0% 24+00 2.0% 25+00 2.0% 26+00 2.0% 27+00 2.0% 28+00 2.0% 29+00 2.0% 30+00 2.0% 31+00 2.0% 32+00 NO PA V/NG 33+00 NO PA VING 34+00 2.0% 35+00 2.0% 36+00 2.0% 37+00 2.0% 38+00 2.0% 39+00 2.0% 40+00 2.73% 41+00 2.90% 42+00 2.0% 43+00 2.0% 44+00 2.0% 45+00 2.0% 45+66 2.0% K F �4 k 0.80' TYPE "B" A. C. 0.80' TYPE "B" A.C. SEE STREET PLANS EXISTING CURB & GUTTER (TYP) FOR PAVING LIMITS EXISTING CURB &GUTTER (TYP) BEALE AVENUE FROM MONTEREY STREET TO PEARL STREET W/ THOU T MEDIAN N. TS. FROM STA TION 41+50 TO STATION 45+66 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT p 'i u�U"J SCALE: NTS q S TREE T AND � OF CONS TRUC TION F + 42' o QRpFESS/o4/ DQ REGIS FRED CIVIL ENGINEER C 67008 * Exp. 9-30-14 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE q7F BAKERSFIELD, CA 93301 �FCAL REVISIONS No. DA TE DESCRIP TION 1 // 47 + 42' F 2' ..�- 2' MEDIAN W/D TH EXISTING AC SURFACE0.20' TYPE -"A " EXISTING AC SURFACE 1.0'- 1.50'+ LIMITS VARIES (4 =22 A. C. 0.1/ERA Y ' " ' OF EXCA VA TION TYP REFER,' TO SEE PLAN REFER TO 1.0 1.50 I LIMITS:. . (TYP) � � � OF EXCAVATION : (TYP), WES T CROSS EA S T CROSS SL OPE TABU_ SL OPE TABLE Vii. 0.20' TYPE "A " DE TI IL A a A. C. 0 VERLA Y SHE T 2 0.80' TYPE "B": A. C. 0.80' TYPE "B" A. C. : 'l SEE STREET PLANS' EXIS" TING CURB & GU ITER (TYP) FOR PAVING LIMI TS• EXISTING CURB & G(TTER (TYP).. BEALE AVENUE FROM MONTEREY STREET TO PEARL STREET WITH MEDIAN RIOT TO .SCALE FROM STATION 10+00 TO STATION 41+.50 k a ra File Nome.• Beale Avenue Reconstruct Drawn: N. GREWAL PAVEMENT REHABILITATION 2013 PHASE 1 Job ;.No.: TJK205 Engineer: N. GREWAL Date: Mar. 1, 13 Checked By BEALE AVENUE -MONTEREY STREET TO PEARL STREET-DETAILS/SECTIONS s. 7 SHEE T N0. 3 OF 'S .2 3 MON TER, S TREE 91 0 N 0 U 0 a LL. U L c 0 U U ry N C U Q EE�EY �I� L)LMLL /� VLIVUC CONSTRUCTION NOTES M MANHOLE TO BE ADJUSTED BY OTHERS. 6 CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN DETOUR PLANS SUBMITTED FOR REVIEW AND ACCEPTANCE ON PLANS (FIELD VERIFY LOCATION). BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION. . CONTRACTOR SHALL CONFORM WITH THE CURRENT 'ib1U7C0" 30 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOU TS, VALVE BOXES AND CONCRETE M7 WATER VA VE TO BE ADJUSTED BY OTHERS. PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO NEW FINISH GRADE. ® CONTRACTORS LIMITS OF PA WNG OPERA TION A T THE INTERSECTION OF BEALE A VENUE A T MONTEREY STREET, REALE AVENUE A T El ACCESS RAMPS AND ADJACENT CURB &GUTTER NILES STREET AND BEALE AVENUE AT FLOWER STREET SHALL BE TO BE CONSTRUCTED BY OTHERS. A 5 BEYOND CURB RETURN LIP OF GUTTER. R5 TYPE E ADVANCED LOOPS SHALL BE PLACED 230' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 5' BEHIND THE TYPE D LOOPS. TYPE E LOOPS LOCATED A T THE INTERSECTION SHALL BE PLACED 10' APART AS INDICA TED ON THE PLANS N m t 3 265 LF Q co O + - m \ _ a, Z .DO — 20-1 C: CL 00- :5 o N' 3 262 LF 0 ! z BEALE w w z C z w 0 0 J Y 21-x-010.00 rl i IPA CIFI CTREE T ; II 4 3 J22 LF 25-1-00.00 X £M 3 329 LF PACIFIC STREET CITY OF BAKERSFIELD, CALIFORNIA I O O NILES STREET --.,. 'P- A,LAA LEGEND BEA L E A VEN UE S YMB OLS 10WAl N P1 FM IISREE�j� 11 FULL DEPTH RECONSTRUCTION IN AREAS INSTALL INDICATED ON THE PLANS. THE DEPTH OF 6' x 40' TYPE "C" LOOP RECONSTRUCTION ON BEALE AVENUE SHALL TYPE "D" LOOP CONFORM TO THE DETAILS AS SHOWN ON SHEETS 2 & 3 OF THE PLANS ISSUED FOR THIS PROJECT. Q TYPE "E" LOOP 0 ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 FO ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS QUINC Y S TREE T 3 323 LF r ii -77 PUBLIC WORKS DEPARTMENT lu_... = = QUINC Y STREET File Nome.•Beale Avenue Reconstruct Drawn: N.GREWAL Job No.: TJK205 Engineer: N. GREWAL Date: Mar. 1, 13 Checked By: 3)323 LF G QRpFESS/pN l /ti PAD/� F'GG Da�►1-H3 9 z REGISTERED CIVIL ENGINEER`� � C 67008 SCALE: 1 " = 40 * Exp. 9-30-14 CITY OF BAKERSFIELD 7501 TRUX TUN A VENUE CIvo_ ' BAKERSFIELD, CA 93,301 OF CA0 3 55 LF REVISIONS _ No. DA TE f DESCRIP TION 1 / / 2 3 47 -` O O _ 194-C LU z H Q )55 LF ' 11 STRIPING NOTES INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) INSTALL TYPE IV ARROWS INSTALL DETAIL 8 INSTALL DETAIL 21 INSTALL SOLID WHITE STRIPE (4 -INCH) INSTALL DETAIL 38A INSTALL DETAIL 40 INSTALL PAVEMENT MARKINGS (YELLOW) INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MAY 2006. 2 ,x 147.E cotrcaears jLo8 0.2o' BELow FlNli l- GAAbm n30 SF BEA L E V/ N UE W FL 0 WER S TREE T 5 2"FO 0 IL 6 90 LF 5 33 LF 'If'g 15-7, caNcRErc JjA0 4 f LF 6.20 aFG. AAER S TREE T LF PAVEMENT REHABILITATION 2013 PHASE 1 BEALE A VENUE -MONTEREY STREET TO PEARL STREET -RECONSTRUCTION 0 SHEE T NO. 4 OF 5 1 2 3 1 _o _ 4 CD O J LU E w 0- OfOf 00- r r ,..,. Q 0 µ� Q Z . ~ O Q o t) 8 F 0 -4� 0 Q L0 6 91 0 N 0 U 0 a LL. U L c 0 U U ry N C U Q EE�EY �I� L)LMLL /� VLIVUC CONSTRUCTION NOTES M MANHOLE TO BE ADJUSTED BY OTHERS. 6 CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN DETOUR PLANS SUBMITTED FOR REVIEW AND ACCEPTANCE ON PLANS (FIELD VERIFY LOCATION). BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION. . CONTRACTOR SHALL CONFORM WITH THE CURRENT 'ib1U7C0" 30 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOU TS, VALVE BOXES AND CONCRETE M7 WATER VA VE TO BE ADJUSTED BY OTHERS. PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO NEW FINISH GRADE. ® CONTRACTORS LIMITS OF PA WNG OPERA TION A T THE INTERSECTION OF BEALE A VENUE A T MONTEREY STREET, REALE AVENUE A T El ACCESS RAMPS AND ADJACENT CURB &GUTTER NILES STREET AND BEALE AVENUE AT FLOWER STREET SHALL BE TO BE CONSTRUCTED BY OTHERS. A 5 BEYOND CURB RETURN LIP OF GUTTER. R5 TYPE E ADVANCED LOOPS SHALL BE PLACED 230' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 5' BEHIND THE TYPE D LOOPS. TYPE E LOOPS LOCATED A T THE INTERSECTION SHALL BE PLACED 10' APART AS INDICA TED ON THE PLANS N m t 3 265 LF Q co O + - m \ _ a, Z .DO — 20-1 C: CL 00- :5 o N' 3 262 LF 0 ! z BEALE w w z C z w 0 0 J Y 21-x-010.00 rl i IPA CIFI CTREE T ; II 4 3 J22 LF 25-1-00.00 X £M 3 329 LF PACIFIC STREET CITY OF BAKERSFIELD, CALIFORNIA I O O NILES STREET --.,. 'P- A,LAA LEGEND BEA L E A VEN UE S YMB OLS 10WAl N P1 FM IISREE�j� 11 FULL DEPTH RECONSTRUCTION IN AREAS INSTALL INDICATED ON THE PLANS. THE DEPTH OF 6' x 40' TYPE "C" LOOP RECONSTRUCTION ON BEALE AVENUE SHALL TYPE "D" LOOP CONFORM TO THE DETAILS AS SHOWN ON SHEETS 2 & 3 OF THE PLANS ISSUED FOR THIS PROJECT. Q TYPE "E" LOOP 0 ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 FO ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS QUINC Y S TREE T 3 323 LF r ii -77 PUBLIC WORKS DEPARTMENT lu_... = = QUINC Y STREET File Nome.•Beale Avenue Reconstruct Drawn: N.GREWAL Job No.: TJK205 Engineer: N. GREWAL Date: Mar. 1, 13 Checked By: 3)323 LF G QRpFESS/pN l /ti PAD/� F'GG Da�►1-H3 9 z REGISTERED CIVIL ENGINEER`� � C 67008 SCALE: 1 " = 40 * Exp. 9-30-14 CITY OF BAKERSFIELD 7501 TRUX TUN A VENUE CIvo_ ' BAKERSFIELD, CA 93,301 OF CA0 3 55 LF REVISIONS _ No. DA TE f DESCRIP TION 1 / / 2 3 47 -` O O _ 194-C LU z H Q )55 LF ' 11 STRIPING NOTES INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) INSTALL TYPE IV ARROWS INSTALL DETAIL 8 INSTALL DETAIL 21 INSTALL SOLID WHITE STRIPE (4 -INCH) INSTALL DETAIL 38A INSTALL DETAIL 40 INSTALL PAVEMENT MARKINGS (YELLOW) INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MAY 2006. 2 ,x 147.E cotrcaears jLo8 0.2o' BELow FlNli l- GAAbm n30 SF BEA L E V/ N UE W FL 0 WER S TREE T 5 2"FO 0 IL 6 90 LF 5 33 LF 'If'g 15-7, caNcRErc JjA0 4 f LF 6.20 aFG. AAER S TREE T LF PAVEMENT REHABILITATION 2013 PHASE 1 BEALE A VENUE -MONTEREY STREET TO PEARL STREET -RECONSTRUCTION 0 SHEE T NO. 4 OF 5 1 2 3 J Q w CD 0 4 m 0 w 0 J n 0 Lnd - II a LO S N 0 U L a a �L v L C O U N Of N C N a a m i a Q �� a_ F- V) ry 0 N I N 0 N CD z_ ry W W z 0 z w P I o _ M ..-....,......... . ... W ' _ 32+0, 0.00 33+00.00 Z: J THESE 2 MANHOLES ARE NOT PART OF THE PROJECT 16 LF ) ) _ .d O � f"{ i .....w....... �.., +....+........—......—...... ®.�. �.<e ..+............ ..«..w....«. .w............ ..,�pi"¢g°�;..".""."""' .tea I BE -ALE /; VENUE CONSTRUCTION NOTES: a1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND 20 INSTALL FIRE HYDRANT MARKERS AS SHOWN DETOUR PLANS SUBMITTED FOR REVIEW AND ACCEPTANCE ON PLANS (FIELD VERIFY LOCATION). BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT W T07 M ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE 0 WATER VALVE TO BE ADJUSTED BY OTHERS. PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO NEW FINISH GRADE. a GAS VALVE TO BE ADJUSTED BY OTHERS. 44ACCESS RAMPS AND ADJACENT CURB & GUTTER 9Q REMOVE EXISTING MEDIAN NOSE. CONSTRUCT NEW MEDIAN NOSE TO BE CONSTRUCTED BY OTHERS SO IT IS OUTSIDE OF CROSSWALK. 0 TYPE E ADVANCED LOOPS SHALL BE PLACED 230' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD—INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 5' BEHIND THE TYPE D LOOPS. TYPE E LOOPS LOCATED A T THE INTERSECTION SHALL BE PLACED 10' APART AS INDICA TED ON THE PLANS O — O O W z ??O.00 z T 3 124 L L�ALE A VENUE CITY OF BAKERSFIELD, CALIFORNIA JJ90 LF LF :00 374-00.e &• Lia_`_ L ase SF A VENUE %—_ %— %— r— r----, /1 — LF '04 LF G , © ' — 77 0 F—RA P PUBLIC .WORKS DEPARTMENT �I STRIPING NOTES: _ LEGEND SYMBOL S FULL DEPTH RECONSTRUCTION IN AREAS INSTALL INSTALL 6' x 4.0' TYPE "C" LOOP INDICATED ON THE PLANS. THE DEPTH OF DETAIL 8 RECONSTRUCTION ON BEALE AVENUE SHALL TYPE "D" LOOP CONFORM TO THE DETAILS AS SHOWN ON SHEETS INSTALL SOLID WHITE STRIPE (4 -INCH) 2 3 OF THE PLANS ISSUED FOR THIS PROJECT. INSTALL DETAIL 38A Q7 Q TYPE "E" LOOP 8O 0 ADJUST MONUMENT LID, (D INSTALL FRAME, AND COVER PER C.O.B. DRAWING S-29 Q ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS PUBLIC .WORKS DEPARTMENT �I -ile Nane.•Beole Avenue Reconstruct Drawn. N.GRE WAL Tob YNo.: T3K205 Engineer., N. GREWAL )at Mar: 1, 13 Checked By. - 2 o QRpFESS/ON�I \E� PAO�1P-4i 3-1-13 REGISTERED CIVIL ENGINEER C67008 SCALE: 1 " = 40' * Exp. 9-30-14 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE qTF C/VEL BAKERSFIELD, CA 93301 OF CAL\F REVISIONS No. DA TE DESCRIP TION STRIPING NOTES: _ LL_ 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS �IALLJ �A P/ t -ile Nane.•Beole Avenue Reconstruct Drawn. N.GRE WAL Tob YNo.: T3K205 Engineer., N. GREWAL )at Mar: 1, 13 Checked By. - 2 o QRpFESS/ON�I \E� PAO�1P-4i 3-1-13 REGISTERED CIVIL ENGINEER C67008 SCALE: 1 " = 40' * Exp. 9-30-14 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE qTF C/VEL BAKERSFIELD, CA 93301 OF CAL\F REVISIONS No. DA TE DESCRIP TION GENLRAL NOTES: k 1 ALL UTILI TY LOCA TIONS SHOWN ARE . APPROXIMATE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES �• THE CONTRACTOR SHALL BE RESPONSIBLE FOR L DCA TIN6 U TXI TIES IN THE FIELD. 2 ALL `STRIPING 'AND'PA VEMENT MARKINGS SHALL : CONFORM TO CAL TRANS STANDARD PLANS 'DA TED MA Y 2006. SHEET. NO. 5 OF-, 5 2 3 STRIPING NOTES: Q1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 2O INSTALL TYPE IV ARROWS Q3 INSTALL DETAIL 8 OINSTALL DETAIL 21 O INSTALL SOLID WHITE STRIPE (4 -INCH) O INSTALL DETAIL 38A Q7 INSTALL DETAIL 40 8O INSTALL YELLOW PAVEMENT MARKINGS (D INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) GENLRAL NOTES: k 1 ALL UTILI TY LOCA TIONS SHOWN ARE . APPROXIMATE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES �• THE CONTRACTOR SHALL BE RESPONSIBLE FOR L DCA TIN6 U TXI TIES IN THE FIELD. 2 ALL `STRIPING 'AND'PA VEMENT MARKINGS SHALL : CONFORM TO CAL TRANS STANDARD PLANS 'DA TED MA Y 2006. SHEET. NO. 5 OF-, 5 2 3