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HomeMy WebLinkAbout6.1-1718LIST OF DRAWINGS SHEE T 7 TI TL E SHEE T SHEET 2-3 DETAILS & SECTIONS SHEET 4-5 PA VEMEN T REHA BIL I TA TION BENCHMARK or CITY OO F BAiloERSFIELD PAVEMENT REHA BIL I TA TION 2013 PHASE 7 THE MONUMENT AT THE STREET INTERSECTION OF BEALE AVENUE AND MONTEREY STREET 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 CEN TERL I NE OF BEALE AVENUE SHALL BE USED AS THE BASIS OF BEARING. CITY STANDARDS PLANS ST -1, sr -z, sr -7, sr -s, sr -12, sr -14, sr -21 STATE STANDARDS PLANS A20A, A20B, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T- OF- WA Y CEN TERL INE 1111111111111111111111114+- RAILROAD TRACKS X CHAIN LINK FENCE f3EALE AVENUE MONTEREY STREET TO PEARL STREET FEDERAL PROJECT NO.: STPL 5709 (197) PROJECT LOCATION — — — — — — EXIST CURB & GUTTER --------------- EXIST A.C. FLOWLINE EXIST EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN IS UTILITY SYMBOLS w EXIS T WA TER LINE ES TIMA TED QUANTITY s EXIST SEWER LINE C Y G EXIST GAS LINE LF SD EXIST STORM DRAIN TRAFFIC STRIPING, DETAIL 21 (PAINT) OH EXIST AERIAL TRAFFIC STRIPING, DETAIL 38A (PAINT) E EXIST UNDERGROUND 1464 SF LINES 480 SF POWER LINE Tv EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE L INE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE F.H. 1-01 MANHOLE � FIRE H YDRAN T P. -0-P. POWER POLE a.M. WATER METER w. V. ``° EXISTING MONUMENT DQ WA TER VAL VE G.M. F001 FU TURF MONUMEN T ® GA S ME TER S.)1\L v S TREE T LIGHT N GAS VALVE o­__� S TREE T LIGHT W/MAST ARM 4� BENCHMARK C.O. CLEAN OUT mm�- 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 TH WORK (ROAD WA Y EXCA VA TION) 11,722 C Y 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 PAVEMENT MARKIGNS (YELLOW PAINT) 480 SF FIRE H YDRAN T PA VEMEN T 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: CLASS a NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 7-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH o QRoFESS/O�ql Cl)P�\E� PAO/<<91, . O Z w rn c 67008 * Exp. 9-30-14 C I v 1 OF CA�_\ 0.70 MILES O 1 2 J Q W ry (D n Q Z m C) w F- O J O �t I I 3 U L_ V) c O U N Q: C Q: Q C c a i I a a a c Q i v C a c L Q c c Q r r 3 J Q w ry O 0 Q z m 0 w F- F- 0 - F - O J n O II Q d - N ILI LO O N O C- U L C� L d L.L 3 U L U) C O U N ry N D C N Q _N a N m / I N Q _N d N m / U N O L n C d n I n U) ry O N I N O N 0 z_ ry w W z_ C' z w I 0 J / M { p Q w m m . o Q z m 0 W O m 0 a co 0 N 0 U a a -a U) 3 U c 0 U N IY N C N Q a (D m (D Q Q) a a� m 1-11 V) U N m c U a_ IZ O N i N 0 N / 0 z w w z z w 0 0 J / 1,. MON TER. STREET l 1e r� t Y ( i 5LA-LL H VLIVUL CONSTRUCT/ON NOTES: F1 MANHOLE TO BE ADJUSTED BY OTHERS. © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND a INSTALL FIRE HYDRANT MARKERS AS SHOWN DETOUR PLANS SUBMITTED FOR REVIEW AND ACCEPTANCE ON PLANS (FIELD VERIFY LOCA TION). BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT "MUTCD" D3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE F7 WATER VA VE TO BE ADJUSTED BY OTHERS. PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO NEW FINISH GRADE. ® CONTRACTORS LIMITS OF PAVING OPERATION AT THE INTERSECTION F4 -1 OF BEALE A VENUE A T MONTEREY STREET, REALE AVENUE A T 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. a5 TYPE E ADVANCED LOOPS SHALL BE PLACED 230' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL 0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECT/ VE 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 INDICATED ON THE PLANS ' 3 265 LF O O W jO- OO Z_ T U_ 1! 1119 ALL -if 2Q— F"ll I 20 00 21+O,D.DO 23+00.00 _ _ .. _ r— -- f L �W 1262 LF I 3 329 LF PACIFIC BEALE A VE ,STREET I�UE ( 11 1 vi ir 11 1 11 I Q 0 NIL ES Lu S TREE T BEA L E A VENUE O QRpFESS/o/v REGIS TERED Cl VIL ENGINEER C67008 SCALE: 1" = 40' * Exp. 9-30-14 CITY OF BAKERSFIELD V 1501 TRUXTUN AVENUE qTF Ct V l� ' BAKERSFIELD, CA 93,301 OF CA��F 3 55 LF REVISIONS 4 _ No. DA TE DESCRIPTION O O -F- LU Q 3 55 LF OREGON STREET LEGEND �f Oi INSTALL -� INSTALL FULL DEPTH RECONSTRUCTION IN AREAS INSTALL 6' x 40' TYPE "C" LOOP INDICATED ON THE PLANS. THE DEPTH OF INSTALL •C�l RECONSTRUCTION ON BEALE AVENUE SHALL INSTALL TYPE "D" LOOP CONFORM TO THE DETAILS AS SHOWN ON SHEETS INSTALL SOLID WHITE STRIPE (4 -INCH) I INSTALL DETAIL J8A O7 Q TYPE "E" LOOP 8O LLJ ADJUST MONUMENT LID, 1 •ry FRAME, AND COVER PER 1 C.O.B. DRAWING S-29 ❑O • FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS • I�,1 G.V. GAS VALVE TO BE i l 1e r� t Y ( i 5LA-LL H VLIVUL CONSTRUCT/ON NOTES: F1 MANHOLE TO BE ADJUSTED BY OTHERS. © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND a INSTALL FIRE HYDRANT MARKERS AS SHOWN DETOUR PLANS SUBMITTED FOR REVIEW AND ACCEPTANCE ON PLANS (FIELD VERIFY LOCA TION). BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT "MUTCD" D3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE F7 WATER VA VE TO BE ADJUSTED BY OTHERS. PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO NEW FINISH GRADE. ® CONTRACTORS LIMITS OF PAVING OPERATION AT THE INTERSECTION F4 -1 OF BEALE A VENUE A T MONTEREY STREET, REALE AVENUE A T 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. a5 TYPE E ADVANCED LOOPS SHALL BE PLACED 230' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL 0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECT/ VE 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 INDICATED ON THE PLANS ' 3 265 LF O O W jO- OO Z_ T U_ 1! 1119 ALL -if 2Q— F"ll I 20 00 21+O,D.DO 23+00.00 _ _ .. _ r— -- f L �W 1262 LF I 3 329 LF PACIFIC BEALE A VE ,STREET I�UE ( 11 1 vi ir 11 1 11 I Q 0 NIL ES Lu S TREE T BEA L E A VENUE O QRpFESS/o/v REGIS TERED Cl VIL ENGINEER C67008 SCALE: 1" = 40' * Exp. 9-30-14 CITY OF BAKERSFIELD V 1501 TRUXTUN AVENUE qTF Ct V l� ' BAKERSFIELD, CA 93,301 OF CA��F 3 55 LF REVISIONS 4 _ No. DA TE DESCRIPTION O O -F- LU Q 3 55 LF OREGON STREET LEGEND SYMBOLS Oi INSTALL -� INSTALL FULL DEPTH RECONSTRUCTION IN AREAS INSTALL 6' x 40' TYPE "C" LOOP INDICATED ON THE PLANS. THE DEPTH OF INSTALL DETAIL 8 RECONSTRUCTION ON BEALE AVENUE SHALL INSTALL 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 J8A O7 Q TYPE "E" LOOP 8O 0 ADJUST MONUMENT LID, O9 INSTALL FRAME, AND COVER PER C.O.B. DRAWING S-29 ❑O 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 27+0,0.00 L - - 6J2J LF QUINC Y S TREE T BEA VEN UE GENERAL NOTES: 1 ALL UTILI TY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR L OCA TING U TIL I TIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. SF W FLOWERm STREET LF ca 6 90 LF 5 JJ LF 4 5 LF 0 1 kR S TREE T 1 6,1- /71� File Nome: Beo/e Avenue Reconstruct Drown: N. GREWAL PAVEMENT REHABILITATION 2013 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK205 Engineer: N.GREWAL Dote: Mar. 1, 1J Checked By.- BEALE AVENUE—MONTEREY STREET TO PEARL STREET—RECONSTRUCTION 4 OF 5 0 1 2 3 STRIPING NOTES : Oi INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O2 INSTALL TYPE IV ARROWS O3 INSTALL DETAIL 8 4O INSTALL DETAIL 21 O INSTALL SOLID WHITE STRIPE (4 -INCH) O6 INSTALL DETAIL J8A O7 INSTALL DETAIL 40 8O INSTALL PAVEMENT MARKINGS (YELLOW) O9 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) GENERAL NOTES: 1 ALL UTILI TY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR L OCA TING U TIL I TIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. SF W FLOWERm STREET LF ca 6 90 LF 5 JJ LF 4 5 LF 0 1 kR S TREE T 1 6,1- /71� File Nome: Beo/e Avenue Reconstruct Drown: N. GREWAL PAVEMENT REHABILITATION 2013 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK205 Engineer: N.GREWAL Dote: Mar. 1, 1J Checked By.- BEALE AVENUE—MONTEREY STREET TO PEARL STREET—RECONSTRUCTION 4 OF 5 0 1 2 3 J Q w CD m 0 Q m 0 w O m 0 LnI. Q LO 0 N 0 U a a 3 U U) C O U N ry Q) C U Q m / a� Q a� a a� m A�l O Cl - U) U) C .5 a CL V) Q' O N i N O N C� _Z W w Z_ C7 Z W I r J / m co W— 32+0, 0.00 33+00.00 Z THESE 2 MANHOLES ARE NOT PART OF THE PROJECT 16 LF I U3 65 LF BEALE AVENUE , 35+00.00 158 SF CONSTRUCT/ON NOTES ❑1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND a2 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 "MUT07 3❑ ALL EXISTING MONUMENT LIDS, MANHOLES, D7 WATER VALVE TO BE ADJUSTED BY OTHERS. CLEANOUTS, VALVE BOXES AND CONCRETE PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO NEW FINISH GRADE. 88 GAS VALVE TO BE ADJUSTED BY OTHERS 41 ACCESS RAMPS AND ADJACENT CURB & GUTTER F9 REMOVE EXISTING MEDIAN NOSE. CONSTRUCT NEW MEDIAN NOSE TO BE CONSTRUCTED BY OTHERS SO IT IS OUTSIDE OF CROSSWALK. 51 TYPE E ADVANCED LOOPS SHALL BE PLACED 230' BACK OF L/MIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FL OKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVINGG, 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 wl��� sl \� I�LA L A VENUE CITY OF BAKERSFIELD, CALIFORNIA n i• )390 LF 3 336 LF 5 46 LF 1218 LF 3 134 LF t 0 + 37-1- 00" 8+ _ 39+00.00 — 0 G C:) ,;1- R=8 W W _ Z 4 - U �BEALE A VENUE 3 158 [F �R-77 ' 0 F-RAqP LEGEND SYMBOLS INSTALL FULL DEPTH RECONSTRUCTION IN AREAS 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 6' x 40' TYPE "C" LOOP INDICATED ON THE PLANS. THE DEPTH OF TYPE IV ARROWS 3O RECONSTRUCTION ON BEALE AVENUE SHALL DETAIL 8 TYPE "D" LOOP CONFORM TO THE DETAILS AS SHOWN ON SHEETS DETAIL 21 OINSTALL 2 & 3 OF THE PLANS ISSUED FOR THIS PROJECT. SOLID WHITE STRIPE (4 -INCH) 6O INSTALL Q TYPE "E" LOOP INSTALL Fel ADJUST MONUMENT LID, INSTALL YELLOW PAVEMENT MARKINGS FRAME, AND COVER PER 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) C.O.B. DRAWING S-29 M = �O ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS LO G.V. GAS VALVE TO BE °- ADJUSTED BY OTHERS • R PUBLIC WORKS DEPARTMENT o QRpFESS/Ot EL P,4,0/ 9 �7iG REGISTERED CIVIL ENGINEER C 67008 SCALE: 1 = 40' * Exp.9-30-14 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CAL F REVISIONS No. OA TE DESCRIP TION 1 / / 2 / / 3 / / File Nome.•Beole Avenue Reconstruct JobiNo.: TJK205 Dat; Mar: 1, 13 r 3 Drawn: N. GREWAL Engineer: N. GREWAL Checked By STRIP/NG NOTES: Qt INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS 3O INSTALL DETAIL 8 Q4 INSTALL DETAIL 21 OINSTALL SOLID WHITE STRIPE (4 -INCH) 6O INSTALL DETAIL 38A Q7 INSTALL DETAIL 40 Q8 INSTALL YELLOW PAVEMENT MARKINGS OINSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (YELLOW) File Nome.•Beole Avenue Reconstruct JobiNo.: TJK205 Dat; Mar: 1, 13 r 3 Drawn: N. GREWAL Engineer: N. GREWAL Checked By GENERAL NOTES 1 ALL ' UTIL I TY LOCA TIONS SHOWN ARE . APPROXIMA TE ONL Y, AND REPRESENT &E BtST INFORMA TION SUPPLIED BY THE VARIOUS R UTILITY COMPANIES., THE CONTRACTOR SHALL BE RESPONSIBLE .; - FOR LOCA TING UTILITIES IN THE FIELD. r 2 ALL 'STRIPING"-AND';PAVEMENT MARKINGS SHALL CONFORM TO M = Co CAL TRANS STANDARD PLANS DATED MAY 2006. C0 LO =r °- ui f ., { File Nome.•Beole Avenue Reconstruct JobiNo.: TJK205 Dat; Mar: 1, 13 r 3 Drawn: N. GREWAL Engineer: N. GREWAL Checked By