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6.1-1756
LIST OF DRAWINGS SHEET 1 Tl TLE SHEET p Q p SHEET 2-4 ROAD WA Y SECTIONS p ID DJIT'T SHEET 5-8 DRIVEWAY DETAILS SHEET 9-11- CITY STANDARDS AND DETAILS SHEET 12 SUMP EXCA VA TION DE TA /L S r� SHEET 13 DEMOLITION PLAN SHEET 14-16 STREET- PLAN & PROFILE CIN SHEET 17 STRIPING AND SIGNING PLAN HOSI G AVENUE WIDENING 5{aECT /� 5-r`k'C�T L2G-�}?5 D z�(TC-IZGOALN��("7(r=-om6:v!vTrSN�ET (cl sTRFET LTY-01 5 Ai�tD zi1TEt2G01�1•IL�T V2T pETA2L5 BENCHMARK MONUMENT IN LAMPHOLE AT THE IN TERSEC TION OF HOSKING AVENUE AT CAPI TAN DRIVE. ELEV.= 355.51 BASIS OF BEARING THE CENTERLINE OF HOSKING AVENUE, FROM MONUMENT A T STA TION 20+00 TO THE MONUMENT A T STA TION 46+43.54 SOUTH 890 11' 33" EAST WAS USED AS THE BASIS OF BEARING. CITY STANDARDS D-12, EXIST D-14, D-16, G D-17, GAS LINE ST -1, ST -5, M ST -8, UNDERGROUND ST -12, ST -13, ST -21, SW -2, 0 SW -4, 0/L LINE SW -6, T-1, T-2, MANHOLE T-25 P.P. STATE STANDARDS N/A CONVENTIONAL SYMBOLS EASEMEN T - - RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE & RELATED IMPROVEMENTS — — — — — — — EXIST. CURB & GUTTER --------------- EXIST. A.C. FLOWLINE EXIST. EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS W EXIST WA TER LINE G EXIST GAS LINE OH EXIS T AERIAL M LINES UNDERGROUND TV EXIST UNDERGROUND C TV CABLES EXIS T 0 EXIS T 0/L LINE M.H. TRAFFIC STRIPE (DETAIL 22) FO EXIST MANHOLE F.H. P.P. TRAFFIC STRIPE (DETAIL 29) W.M. -�- POWER POLE 2,558 EXISTING MONUMENT ❑Q FUTURE MONUMENT S.L. LANE SD ZX STREET LIGHT M EXIST UNDERGROUND • C.O. DRAINAGE BASIN EXCA VA TION (EARTHWORK) POWER LINE STREET LIGHT W/M� STREET LIGHT W/MAST ARM CLEAN OUT CLEAN ou r BENCHMARK NNW- A U TO SCOPE © PRE-EMPTION DEVICE WIBLE ROAD TO HUGHES LANE S EXIST SEWER LINE LANE SD EXIST STORM DRAIN 269 E EXIST UNDERGROUND C DRAINAGE BASIN EXCA VA TION (EARTHWORK) POWER LINE C T EXIS T UNDERGROUND TRAFFIC STRIPE (DETAIL 9) 3,199 PHONE LINE TRAFFIC STRIPE (DETAIL 22) FO EXIST FIBER OPTIC LINE F.H. FIRE H YDRAN T TRAFFIC STRIPE (DETAIL 29) W.M. ........... TRAFFIC STRIPE (DETAIL 38) 2,558 ❑ WATER METER 3,524 PRQ99 . iECT' W.V. N WATER VALVE = G.M. H45K/NG � ® GA S ME TER G. V. M GAS VALVE BENCHMARK NNW- A U TO SCOPE © PRE-EMPTION DEVICE WIBLE ROAD TO HUGHES LANE L 0 CA TION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM PANAMA UNIT OF MEASURE LANE 6,745 SF COLD PLANE ASPHALT CONCRETE PAVEMENT 269 SY ROAD WA Y EXCA VA TION (EAR THWORK) 6,590 C DRAINAGE BASIN EXCA VA TION (EARTHWORK) 665 C 4 269 S TRAFFIC STRIPE (DETAIL 9) 3,199 LF TRAFFIC STRIPE (DETAIL 22) 297 LF -2 5' 289 LF TRAFFIC STRIPE (DETAIL 29) 1,548 ........... TRAFFIC STRIPE (DETAIL 38) 2,558 LF TRAFFIC STRIPE (DETAIL 39 3,524 PRQ99 . iECT' . ......... LOBATION = H45K/NG � AVENUE 2 z. . G - 3-51m 36-_0 31 _ _ ........ ... 4- 99 j TAFT H/GH 2 1' 6 L 0 CA TION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASURE REMOVE TRAFFIC STRIPES AND PA VEMEN T MARKINGS 6,745 SF COLD PLANE ASPHALT CONCRETE PAVEMENT 269 SY ROAD WA Y EXCA VA TION (EAR THWORK) 6,590 C DRAINAGE BASIN EXCA VA TION (EARTHWORK) 665 C PREPARE ROADWAY 269 S TRAFFIC STRIPE (DETAIL 9) 3,199 LF TRAFFIC STRIPE (DETAIL 22) 297 LF TRAFFIC STRIPE (DETAIL 27B) 289 LF TRAFFIC STRIPE (DETAIL 29) 1,548 LF TRAFFIC STRIPE (DETAIL 38) 2,558 LF TRAFFIC STRIPE (DETAIL 39 3,524 LF PA VEMEN T MARKINGS (WHITE PAINT) 321 SF MOM T3K204 File Path: P:\Drowings\Project Drawings\12-13 Projects File Name: Hosking— Wide. dwg • FRESNO `V 'I LOS ANGELES t� SAN DIEGO ` J LIJ CALIFORNIA STATE OF CA � Z NO TE. - THE CON TRA C TOR MUST POSSESS THE FOL L O WING Q VALID LICENSES: Q 0 CLASS' A � LIJ J NO TE. - N TA r THE USA LOCA TOR THE CON TRACTOR SHALL CO C SERVICE 1-800-642-2444, 48 HOURS PRIOR TO Uj EXCA VA TION. Z LIJ PROJECT LENGTH 0.39 MILES Q - J APPROVED BY, � RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-1 DATE ,00ESS/ot PUBLIC WORKS DIRECTOR DEAN APPROVAL RECOMMENDED BY: C 46803 * Exp. 6-30-15 v- 06 CIVI ��Q ASSISTANT PUBLIC WORKS DIRECTOR DATE W TF OF- CAl � Q CIVIL ENGINEER IV — DESIGN NGINEERING DATE w 5 ✓✓✓✓ Ifs• ���., �� -�-„� "� ��°�- ��.''�' ; � � � � �i ? �� CITY RECORD No. TRAFFIC ENGINEERING DATE HOSKING A VENUE WIDENING & RELA TED IMPRO VEMENTS NO 1 OF WIBLE ROAD TO HUGHES LANE 17 SHEETS O 1 2 3 w 0 J W z Q m 0 w 0 J n 0 N ^II Q N 0 0 N 0 a a� Cn C 0 3 C 0 U a� 0 L I N U) C 0 U a� 0 n 0 V_ 0 / bi OCONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -I. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. OCONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 3 0 :0�_07wmfflm - m � ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL! DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD IT -25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. O8 CONTRACTOR SHALL CONSTRUCT RESIDENTIAL! DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. 2 22' I I Q 1' 2 Z a o W J E. G, J ~ � � L W z .....w `AI ,F w ,.. ._ ._ ...... ... -d I , HOSK/NG A VENUE ROADWAY SECT/ON STA. 29+53.21 TO STA. 30+28.74 STA. 30+56.74 TO STA. 30+96.78 STA. J1+24.78 TO STA. 32+00.00 �' 23.2f 2 22' — HOSK/NG AVENUE C� ROADWAYSECTION 2/ STA. 27+68.76 TO STA. 29+21.12 55' NOT TO SCALE 55' —48* W I • NOT TO SCALE I� E. G. NEW F. G. STPA/GHT -. GSE O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL -AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. MA TCH EX/ST/NG AT RIGHT OF WA Y LINE t C 9 3 0 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. 9NORTH * COLD PLANE ENDS AT STA. 27+33. FULL STRUCTURAL SECTION FROM SAWCUT LINE TO LIP OF GUTTER SHALL BE CONSTRUCTED EAST OF STA. 27+33 UNLESS OTHERWISE N07ED ON THE PLANS. C_ - 57.02' to 55' — 48' J2. J4' to 24.80' 2 22' HOSK/NG A VENUE B ROADWAYSECTION z STA. 26+33.72 TO STA. 27+33.49 NOT TO SCALE __ _..._...._._._. ................... k 61.81' to 57.02' 48.36' to 48' 46.36' to 43.27' QRpFESS/0N� i ' ' _.. ��Q�•o�� pEAN REGISTERED CIVIL ENGINEER Ll C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF OFp cA�p_ �F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / HOSK/NG AVENUE A� ROADWAYSECTION f STA. 25+45.75 TO STA. 26+08.72 NOT TO SCALE Z 0 z 7.8't I; EXIST/NG BLOCK WALL 29/6-1-1 A 3 L 2 0 5.5' I I to 1' _8' 10' ! 1 •' I -I I -L 1 II�11- E. G. MA TCH - EXISTING 1% AT RIGHT OF WAY LINE `o r^ v 3 0 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. 9NORTH * COLD PLANE ENDS AT STA. 27+33. FULL STRUCTURAL SECTION FROM SAWCUT LINE TO LIP OF GUTTER SHALL BE CONSTRUCTED EAST OF STA. 27+33 UNLESS OTHERWISE N07ED ON THE PLANS. C_ - 57.02' to 55' — 48' J2. J4' to 24.80' 2 22' HOSK/NG A VENUE B ROADWAYSECTION z STA. 26+33.72 TO STA. 27+33.49 NOT TO SCALE __ _..._...._._._. ................... k 61.81' to 57.02' 48.36' to 48' 46.36' to 43.27' QRpFESS/0N� i ' ' _.. ��Q�•o�� pEAN REGISTERED CIVIL ENGINEER Ll C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF OFp cA�p_ �F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / HOSK/NG AVENUE A� ROADWAYSECTION f STA. 25+45.75 TO STA. 26+08.72 NOT TO SCALE Z 0 z 7.8't I; EXIST/NG BLOCK WALL 29/6-1-1 A 3 L 2 0 5.5' to _8' 10' 1 •' Z } E. G. 1% — MA TCH EX/ST/NG A T TIE IN LINE S� 90A DWA Y SECTIONS CITY RECORD No. File Nome: Hoskin -Wide Drawn: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET Ivo. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK204 Engineer: AR Date: Sep. 30, 13 Checked ByWIBLE ROAD TO HUGHES LANE 2 OF 17 0 1 2 3 w 0 1 w Z Q c/) m 0 Lu f- 0 J m 0 N n Q N NO 0 0 N O L N E a� 0- Q) cn 0 c O 3 a� c O O n i N 0) C d L 0 U (D 0 m / C .3 a W OCONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -I. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. OCONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. CENTERLINE OF HOSKING A VENUE CENTERLINE OF CONSTRUCTION - ........f-..... 3 ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. i OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL 'DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. HOSKING A VENUE ROADWAYSECTION STA. 42+20.32 TO STA. 42+98.08 CENTERLINE OF HOSKING A VENUE CENTERLINE OF CONSTRUCTION - HOSKING AVENUE G ROADWAYSECTION 3 STA. 40+89.00 TO STA. 42+20.32 CITY OF BAKERSFIELD, CALIFORNIA 70'+ -ry - i i �Z W E.G. NEW F. G, Q o W tit STRAIGHT G- A E - 2% - � O ,• I -I I I �T NOT TO SCALE 48' O Z NOT TO SCALE 70' I� O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. E. G. A/r1I/ r /I -5.5' CANAL TOP - Varies MA TCH I EXISTING ID AN � 3 REGISTERED CI VIL"ENGINEER � � C 46803 0 * Exp.6-30-15 13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CI ........f-..... 3 ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. i OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL 'DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. HOSKING A VENUE ROADWAYSECTION STA. 42+20.32 TO STA. 42+98.08 CENTERLINE OF HOSKING A VENUE CENTERLINE OF CONSTRUCTION - HOSKING AVENUE G ROADWAYSECTION 3 STA. 40+89.00 TO STA. 42+20.32 CITY OF BAKERSFIELD, CALIFORNIA 70'+ -ry - i i �Z W E.G. NEW F. G, Q o W tit STRAIGHT G- A E - 2% - � O ,• I -I I I �T NOT TO SCALE 48' O Z NOT TO SCALE 70' I� O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. E. G. A/r1I/ r /I -5.5' CANAL TOP - Varies MA TCH EXISTING ID AN � AT RIGHT REGISTERED CI VIL"ENGINEER � � C 46803 OF WAY LINE * Exp.6-30-15 13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CI OF cp- 0 BAKERSFIELD, CA 93,301 0 No. 6 DESCR/P TION 62 Varies �- MA TCH EXISTING A T TIE IN LINE a 0 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. 9ft�� 55' to 70' CENTERLINE OF HOSKING A VENUE 48' CENTERLINE OF CONSTRUCTION 1' f --12' 5.5' z a ,j Varies o E. G. 3 O Z E.G. = NEW F. G. 0 .STRAIGHT GRAD a (m z 2% i` d ✓ .... 3,._. _ MA TCH _.a. EXISTING A T TIE I /N LINE 0 0 2 HOSKING A VENUE 12 F ROADWAYSECTION .3 STA. 38+50.00 TO STA. 38+65.39 NOT TO SCALE STA. 38+93.39 TO STA. 40+89.00 i i File Nome: Hoskin -Wide Drawn: S PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: AR Date: Sep. 30, 13 Checked By 55' CENTERLINE OF HOSKING AVENUE� 1 CENTERLINE OF CONSTRUCTION ID AN � 48' REGISTERED CI VIL"ENGINEER � � C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CI OF cp- BAKERSFIELD, CA 93,301 REV/S/ONS No. DA TE DESCR/P TION 1 / / 2 / / E. G. STRAIGHT 9ft�� 55' to 70' CENTERLINE OF HOSKING A VENUE 48' CENTERLINE OF CONSTRUCTION 1' f --12' 5.5' z a ,j Varies o E. G. 3 O Z E.G. = NEW F. G. 0 .STRAIGHT GRAD a (m z 2% i` d ✓ .... 3,._. _ MA TCH _.a. EXISTING A T TIE I /N LINE 0 0 2 HOSKING A VENUE 12 F ROADWAYSECTION .3 STA. 38+50.00 TO STA. 38+65.39 NOT TO SCALE STA. 38+93.39 TO STA. 40+89.00 i i File Nome: Hoskin -Wide Drawn: S PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: AR Date: Sep. 30, 13 Checked By 55' CENTERLINE OF HOSKING AVENUE� 1 CENTERLINE OF CONSTRUCTION 48' 1. 23.2' �_ to 12' L&j ;Z) 3 Lki o NEW F. G. E. G. STRAIGHT MA TCH W GRADp .... 2% d EXISTING . A T RIGHT OF WAY LINE iii ' • ' III -III I I1=1 I • �I I �I I i I I I=I � II lir=ul-� E. G. 4 � 2 0 13 HOSK/NG AVENUE ROADWAYSECTION STA. 32+00.00 TO STA. 32+38.91 NOT TO SCALE STA. 32+74.91 TO STA. 34+63.42 STA. 34+87.42 TO STA. 35+ 19.38 STA. 35+43.38 TO STA. 35+71.31 STA. 35+99.31 TO STA. 38+50.00 1756 1 SOA DWA Y S ECTIONS Cl T Y RECORD No. HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. W/BLE ROAD TO HUGHES LANE 3 .OF 17 0 1 2 3 w 0 J w Z Q 2 m 0 w 0 J n O N wll r L Q N do o_ K) 0 N O M a� E a) 4- a a� c 0 0) 3 7 a� 0) c V) 0 U 0 L n I N i U) .3 0 0 U U 0 L n V) 0) .3 0 01-11 Ail 1OCONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -I. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. OCONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. STA. 31 +35.18-34.00' L T JB, CONSTRUCT JUNCTION BOX ...� .............. � �--�. :...�. y..,�' ......,E EXISTING 2" PG&E PLASTIC GAS LINE EXISTING 18" CLASS III R.C.P. STORM DRAIN S. INV. ELEV. J46.1J EX. INV. ELEV. J46.0 ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD 'T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL, DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. STA. J1 +35.18-48.00' RT CONSTRUCT CATCH BASIN F CLASS 111 R.C.P. STORM DRAIN 0.20% 84 LF 18" RC.P. STORM DRAIN CROSSING DETAIL T 3 O CITY OF BAKERSFIELD, CALIFORNIA NOT TO SCALE I O4' WIDE SHOULDER GRADED AT 2.001. AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. PUBLIC WORKS DEPARTMENT 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. CENTERLINE OF HOSKING AVENU CENTERLINE OF CONSTRUC770N I I `.;m f i I' 1' �12't Z za NEW F.G.- 3 m®A W E G. 9 LN HOSKING AVENUE •! ROADWAYSECTION 6J'+ / STA. 4J+96.00 TO STA. 46+14.00 NOT TO SCALE 0-pFESS/0N9 pEAN r � REGIS TERED Cl V/L gLINGINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9TF C1V1\' p�� BAKERSFIELD, CA 93301 OF CA0 REVISIONS No. DA TE DESCRIP TION 1 / / 2 3TJ l4 // 6J'+ CEN7ERLINE OF HOSKING AVENUE 31'f CENTERLINE OF CONS7RUC17ON W 3 NEW F. G. W Q I E. G. v' S R4/ pET Q E. G. o wn _ u>� 1 iii 5 e rr 7 77 a O ... ."......,, _ O 12 HOSKING A VENUE ROADWAYSECTION 4 STA. 42+98.08 TO STA. 4J+96.00 NOT TO SCALE F r- 1 SOA DWA Y S ECT1ONS Cl T Y RECORD No. File Nome.•Hoskin -wide Drawn: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. Job No.: TJK204 Engineer: AR Date: Sep, 30, 13 Checked By W/BLE ROAD TO HUGHES LANE 4 OF 17 0 1 2 3 0 N 0 N U i 0 0 C 0 v� 0 a� 0 L a� 0 0 m C: 0 a� a Q) m i a� I C 0 _ a� L 0 0 J z z w 0 w D z w Q 0 Z_ Y V) 0 I 0 N Y F- 0 N i N 0 N / CD z F w w Z 0 Z w I 0 0 J / BACK DWY. 355.59 FL. ELEV. 354.98-, -WON R21 STA. 28+88.39 STA. 28+74.56 FL. G.B. ELEV. 355.04," FL. ELEV. 355.03' BACK DWY. 355.64 NORT!-A NEW F. G. BW. ELEV. 355.37 -10- BW 0-yBW. ELEV. 355.42 ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. R/W MATCH EXISTING I AT TIE-IN LINE O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET 11. HOUSE EL 35.42 W DRI VEWA Y MATCH EXISTING AT TIE-IN LINE :EV. 355.37 iW 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. 14 CONTRACTOR SHALL CONSTRUCT DRIVE APPROACHES WITH A PEDESTRIAN PATH ACROSS THE BACK PORTION, AS INDICATED ON THE "DRIVEWAY DETAIL WITH PEDESTRIAN PATH", AND THE DRIVEWAY DETAILS. BACK DWY. 355.44 FL. ELEV. 354.83 STA. 27+47.49 FL. ELEV. 354.76 BACK DWY. 355.37 TING BLOCK WALL 4____�BW. A.P. ELEV. 355.34 BW. ELEV. 355.30 'f MA TCH EX/ST/NG A T TIE-IN LINE EXISTING SWINGING GATES LBW. ELEV. 355.25 EXISTING BLOCK WALL OCONTRACTOR SHALL COLD PLANE EXISTING pEAN R 9l F ASPHALT CONCRETE PAVEMENT TO A MINIMUM EGIS7 ED glVIL E GINEER "J C 46803 DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET w 0 Cl TY OF BAKERSFIELD TYPE "A" HOT MIX ASPHALT. BAKERSFIELD, CA 93301 REVISIONS J DA TE CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND w z O GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1. Q = OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE 3 / / APPROACH PER NOTES ON THE CITY OF BAKERSFIELD > STANDARD ST -5. m o CONTRACTOR SHALL CONSTRUCT COMBINATION bi 4 SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. 0 SHALL SAWCUT AND REMOVE EXISTING OCONTRACTOR ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF 0 CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 II FEET TYPE "A" HOT MIX ASPHALT. 0 N 0 N U i 0 0 C 0 v� 0 a� 0 L a� 0 0 m C: 0 a� a Q) m i a� I C 0 _ a� L 0 0 J z z w 0 w D z w Q 0 Z_ Y V) 0 I 0 N Y F- 0 N i N 0 N / CD z F w w Z 0 Z w I 0 0 J / BACK DWY. 355.59 FL. ELEV. 354.98-, -WON R21 STA. 28+88.39 STA. 28+74.56 FL. G.B. ELEV. 355.04," FL. ELEV. 355.03' BACK DWY. 355.64 NORT!-A NEW F. G. BW. ELEV. 355.37 -10- BW 0-yBW. ELEV. 355.42 ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. R/W MATCH EXISTING I AT TIE-IN LINE O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET 11. HOUSE EL 35.42 W DRI VEWA Y MATCH EXISTING AT TIE-IN LINE :EV. 355.37 iW 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. 14 CONTRACTOR SHALL CONSTRUCT DRIVE APPROACHES WITH A PEDESTRIAN PATH ACROSS THE BACK PORTION, AS INDICATED ON THE "DRIVEWAY DETAIL WITH PEDESTRIAN PATH", AND THE DRIVEWAY DETAILS. BACK DWY. 355.44 FL. ELEV. 354.83 STA. 27+47.49 FL. ELEV. 354.76 BACK DWY. 355.37 TING BLOCK WALL 4____�BW. A.P. ELEV. 355.34 BW. ELEV. 355.30 'f MA TCH EX/ST/NG A T TIE-IN LINE EXISTING SWINGING GATES LBW. ELEV. 355.25 EXISTING BLOCK WALL SA 47I , BW. ELEV. 354.89 HOUSE FL. ELEV. 354.51',y BACK DWY. 355.12 f E 12' NORTH 3, N ORT -A 3.5' EX/ST/NG GROUND NORTH 10, AI T TCEN TERLNE A T CEN TERLINE OF EXISTING 3 14 7 3 14 MA TCH 3 14 OF EXISTING 3 14 DRI VEWA Y MATCH EXISTING ORI VEWA Y 8 EXISTING NEW F. G. 2 A T TIE NEW F. G. 2 NEW F. G. 2 A T TIE STRAIGHT IN L/NE ST STRAIGHT I G E G ao i O% IN L/NE µ �D _ w . 'L°�0 _ _.. _....._..__ :. GRA'DET _ _ _..o �y'� _ _ _. - GRADE (k9 1 Zi ° r ° Q iio MA TCH . . f.. :. MA TCH a :... .. •F Z a TING�EXISTING G OU D EX/ST/NG ,�~ ,•• ' A T TIE �` o 0 0 o A T CENTERLINE � ��• A T TIE (EXISTING GROUND � ` � � � � o....` I € o,� o, C OF EXISTING 8 IN LINE I IN LINE A T CENTERLINE _..; OF EXISTING w..... `.._ .. �..�....... � � 8 DR/VEWA Y .....'.._... --_ R/W DRIVE WA Y I I I R/W I I I a /w HOSK/NG AVENUE DW4 DRIVEWAY DETAIL 5STA. 28+74.39 TO STA. 29+02.39 NOT TO SCALE I i HOSK/NG AVENUE DW3 DRIVEWAY DETAIL 5STA. 27+95 TO STA. 28+23 NOT TO SCALE 2.375' _ 13' WIDE PEDESTRIAN PA SEE DWY. DETAILS E �PA-S e. ° o• I DRIVEWAY DETAIL WITH PEDESTRIAN PATH HOS AVENUE DW2 DRIVEWAYDETAIL 5 j STA. 27+33.49 TO STA. 27+61.49 NOT TO SCALE NOT TO SCALE File Nome: Hoskin -ode-Pedeslrion Pofh Over Drivewo Drawn: S CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: AR Date: Mar. 17, 14 Checked By DWI 5 HOSK/NG A VENUE DR/VEWA Y DETAIL STA. 26+08.72 TO STA. 26+30.72 NOT TO SCALE I l- 17�-� F O1iZ1 VEWA Y S ECTIONS ANO OETA 1 L 5 Cl T Y RECORD No. HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. WIBLE ROAD TO HUGHES LANE 5 OF 17 0 1 2 3 QRpFESSION pEAN R 9l F CO EGIS7 ED glVIL E GINEER "J C 46803 * Exp. 6-30-15 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV�� c0�� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 03/17/2014 REVISED DRIVEWAYS TO HAVE PEDESTRIAN PATHWAYS ACROSS THE REAR PORTION OF THEM. 2 / / 3 / / SA 47I , BW. ELEV. 354.89 HOUSE FL. ELEV. 354.51',y BACK DWY. 355.12 f E 12' NORTH 3, N ORT -A 3.5' EX/ST/NG GROUND NORTH 10, AI T TCEN TERLNE A T CEN TERLINE OF EXISTING 3 14 7 3 14 MA TCH 3 14 OF EXISTING 3 14 DRI VEWA Y MATCH EXISTING ORI VEWA Y 8 EXISTING NEW F. G. 2 A T TIE NEW F. G. 2 NEW F. G. 2 A T TIE STRAIGHT IN L/NE ST STRAIGHT I G E G ao i O% IN L/NE µ �D _ w . 'L°�0 _ _.. _....._..__ :. GRA'DET _ _ _..o �y'� _ _ _. - GRADE (k9 1 Zi ° r ° Q iio MA TCH . . f.. :. MA TCH a :... .. •F Z a TING�EXISTING G OU D EX/ST/NG ,�~ ,•• ' A T TIE �` o 0 0 o A T CENTERLINE � ��• A T TIE (EXISTING GROUND � ` � � � � o....` I € o,� o, C OF EXISTING 8 IN LINE I IN LINE A T CENTERLINE _..; OF EXISTING w..... `.._ .. �..�....... � � 8 DR/VEWA Y .....'.._... --_ R/W DRIVE WA Y I I I R/W I I I a /w HOSK/NG AVENUE DW4 DRIVEWAY DETAIL 5STA. 28+74.39 TO STA. 29+02.39 NOT TO SCALE I i HOSK/NG AVENUE DW3 DRIVEWAY DETAIL 5STA. 27+95 TO STA. 28+23 NOT TO SCALE 2.375' _ 13' WIDE PEDESTRIAN PA SEE DWY. DETAILS E �PA-S e. ° o• I DRIVEWAY DETAIL WITH PEDESTRIAN PATH HOS AVENUE DW2 DRIVEWAYDETAIL 5 j STA. 27+33.49 TO STA. 27+61.49 NOT TO SCALE NOT TO SCALE File Nome: Hoskin -ode-Pedeslrion Pofh Over Drivewo Drawn: S CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: AR Date: Mar. 17, 14 Checked By DWI 5 HOSK/NG A VENUE DR/VEWA Y DETAIL STA. 26+08.72 TO STA. 26+30.72 NOT TO SCALE I l- 17�-� F O1iZ1 VEWA Y S ECTIONS ANO OETA 1 L 5 Cl T Y RECORD No. HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. WIBLE ROAD TO HUGHES LANE 5 OF 17 0 1 2 3 W 0 J Li z a m I- 0 m 0 N I I a N Ln ao 0 0 N 0�\ W ^E W t� Q (D Cn 0 0 O 0� a� a c U) O U) U N O L NO N c 0 L 0 U N O L n / V) 0 L / All OCONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -I. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. OCONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. R/W HOSK/NG AVENUE DW4 DRIVEWAY DETAIL 5 STA. 28+74.39 TO STA. 29+02.39 i i i I ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIALDRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. MATCH EX/STING I AT TIE-IN LINE MA TCH EXISTING A T TIE IN LINE EX/ST/NG GROUND A T CENTERLINE OF EXISTING DRI VEWA Y NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. HOUSE C L L DRI VEWA Y w �- -� �- MA TCH EXISTING AT TIE-IN LINE 11W f x� 10' 2 3 I 0% 10° ° -• I I I I_T- 16%- R/W HOSK/NG AVENUE DW4 DRIVEWAY DETAIL 5 STA. 28+74.39 TO STA. 29+02.39 i i i I ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIALDRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. MATCH EX/STING I AT TIE-IN LINE MA TCH EXISTING A T TIE IN LINE EX/ST/NG GROUND A T CENTERLINE OF EXISTING DRI VEWA Y NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. HOUSE C L L DRI VEWA Y w �- -� �- MA TCH EXISTING AT TIE-IN LINE 11W f x� i R d NORTH 3 MA TCH HOSK/NG AVENUE DW3 DRIVEWAY DETAIL ,ISTING A T TIE IN LINE TING GROUND CENTERLINE EXISTING )RI VEWA Y 5 / STA. 27+95 TO STA. 28+23 ! NOT TO SCALE PUBLIC WORKS DEPARTMENT File Nome: Hosking- Wide Job No.: TJK204 Date: Sep. 30, 13 BACK DWY. 355.4, FL. ELEV. J54.81 STA. 27+47.49 N N FL. ELEV. 354.76 BACK DWY. 355.37 NORTH NEW F.G. 1Z CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS 11 AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. MATCH EXISTING AT TIE-IN LINE EXISTING SWINGING GATES EXISTING BLOCK WALL fvG„ a EXISTING GROUND A T CENTERLINE OF EXISTING DRI VEWA Y �— MA TCH EXISTING A T RE IN LINE HOS AVENUE DW2 DRIVEWAYDETAIL 5 / STA. 27+33.49 TO STA. 27+61.49 Drawn: S Engineer: AR Checked By.- NOT TO SCALE QRpFESS/CN ID AN R q� �. ,... {. :. �; � F ,mow opo q�� ti = i � A 00 REGISTERED Cl WJ_ ENGINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/vlL oar` BAKERSFIELD, CA 93,301 CN - REVISIONS No. DA TE DESCR/P TION 1 / / 2 l4( BACK DWY. 355.17 FL. ELEV. 354.56-, --Go UZ91 STA. 26+19.72 FL. ELEV. 354.50 BACK DWY. 355.11 ,. ! R/W 10 EXISTING BLOCK WALL MIF N `N 1 _- 6 41 k, A TCH EXISTING T TIE-IN LINE 1* CAR PORT IF /f ,... gy, syr. z t• HOUSE NORTH EXISTING GROUND 10' A T CENTERLINE OF EXISTING 8 DRI VEWA Y NEW F. G. 2 3 STRAIGHTGRADE MA TCH EXIS TING A T TIE IN LINE 11 _.1 I- F 1 .1.. 11 I OS HK/NG AVENUE DWS DRIVEWAY DETAIL 5%STA. 26+08.72 TO STA. 26+30.72 NOT TO SCALE )7s DleIVEWAY SECTIONS AND DETAILS C/TY RECORD No. HOSKING AVENUE WIDEN/NG &RELATED IMPROVEMENTS WIBLE ROAD TO HUGHES LANE SHEE T NO. 5 OF 17 0 1 2 3 ©CONTRACTOR OCONTRACTOR SHALL COLD PLANE EXISTING 4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 12 ASPHALT CONCRETE PAVEMENT TO A MINIMUM REGISTERED QRpFESS/ONA �F� OEgN q, �� lVIL 1ENGlNEER � C 46803 DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 10 TYPE "A" HOT MIX ASPHALT. O FEET TYPE "A" HOT MIX ASPHALT. CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SOOF * Exp. 6-30-15 CITY OF BAKERSFIELD J�9 C/ �\_ 1501 TRUXTUN AVENUE TF' V FOS BAKERSFIELD, CA 93301 CALF J TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND Li O GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1. Q °)` � c=n OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE 11 APPROACH PER NOTES ON THE CITY OF BAKERSFIELD % SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET STANDARD ST -5. m No. DATE w O CONTRACTOR SHALL CONSTRUCT COMBINATION WALL DETAIL ON SHEET 11. SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. RIGHT OF WAY. 03/17/2014 O ®CONTRACTOR APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE 14 CONTRACTOR SHALL CONSTRUCT DRIVE APPROACHES WITH COMPACTION, AND INSTALL 6 INCH THICK PORTLAND A PEDESTRIAN PATH ACROSS THE BACK PORTION, AS INDICATED CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING DRI VEWA Y ON THE "DRIVEWAY DETAIL WITH PEDESTRIAN PATH", AND THE DRIVEWAY DETAILS. ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH / / OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% 2% kX �- I RELATIVE COMPACTION, AND THEN CAP WITH 0.55 II FEET TYPE "A" HOT MIX ASPHALT. �ti 10 -_ a n > Z 12 _MATCH EXISTING z �f MA TCH 0 x,`- A T TIE-IN LINE N => O O O O » EXISTING O `151 1,Z: Yli.l ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING j ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. O 4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 REGISTERED QRpFESS/ONA �F� OEgN q, �� lVIL 1ENGlNEER � C 46803 OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 1 O FEET TYPE "A" HOT MIX ASPHALT. CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SOOF * Exp. 6-30-15 CITY OF BAKERSFIELD J�9 C/ �\_ 1501 TRUXTUN AVENUE TF' V FOS BAKERSFIELD, CA 93301 CALF 10' TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR BW. A.P. ELEV. 355.09 3 THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE °)` � REVISIONS SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. CONTRACTOR SHALL CONSTRUCT COMBINATION CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED 11 RETAINING WALL AND SIDEWALK PER RETAINING EXIST/NG GROUND SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET No. DATE DESCRIPTION A T CENTERLINE SHALL CONSTRUCT RESIDENTIAL DRIVE ! WALL DETAIL ON SHEET 11. RIGHT OF WAY. 03/17/2014 REVISED DRIVEWAYS TO HAVE PEDESTRIAN PATHWAYS ACROSS THE REAR PORTION OF THEM. ®CONTRACTOR APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE 14 CONTRACTOR SHALL CONSTRUCT DRIVE APPROACHES WITH COMPACTION, AND INSTALL 6 INCH THICK PORTLAND A PEDESTRIAN PATH ACROSS THE BACK PORTION, AS INDICATED CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. DRI VEWA Y ON THE "DRIVEWAY DETAIL WITH PEDESTRIAN PATH", AND THE DRIVEWAY DETAILS. 2 / / J / Oi STA. 32+ 14.32 2% kX �- I ° o �ti 10 -_ a > Z 12 _MATCH EXISTING z I UTILITY POLE 3.3' FL. ELEV. 354.72.„`- --"- - BW. A.P. ELEV. 35 .35 10' BW. A.P. ELEV. 355.09 3 14 °)` � Q) EXISTING p EXIST/NG GROUND t WOOD .2! A T CENTERLINE = FENCE -Go DRI VEWA Y R/W 0) :v STRAIGHT J / Oi STA. 32+ 14.32 2% kX �- I ° o �ti 10 -_ a > Z 12 _MATCH EXISTING z _ MA TCH w x,`- A T TIE-IN LINE N => O O O O » EXISTING O ' p. IN L/NE 'J BW. ELEV. 355.05 I NORTH 10' 3 14 Q) 7 EXIST/NG GROUND A T CENTERLINE = NEW F. G. 2 OF EXISTING DRI VEWA Y o 0 :v STRAIGHT J / Oi GRADE 2% kX �- I ° o Z z _ MA TCH w => O O O O EXISTING ' AT TIE IN L/NE W z w > Q z HOSK/NG AVENUE Y 0 KDW�8DRIVEWAY DETAIL = 6 STA. 32+00.32 TO STA. 32+28.32 0 N Y ro I- 0 N I N 0 N C7 Z_ ry W W Z (D z W 0 0 J NOT TO SCALE STA. 31+35.18 FL. G.B. ELEV. 354.52 - BACK DWY. 355.15 FL. ELEV. J54.54- UTILITY 54,54 ni Il 0 i FL. ELEV. 354.60 BACK DWY. 355.21 NEW F. G. EX/STING FENCE - R/W ,.�--EXISTING WROUGHT IRON FENCE LBW. ELEV. 355.18 EX/STING WROUGHT IRON ROLLING GATE MATCH EX/STING AT RIGHT OF WAY LINE ° EXISTING SLUMPSTONE BLOCK PILLARS (TYP.) BW. ELEV. 355.14 EXISTING WROUGHT IRON FENCE MA TCH EXIST/NG AT RIGHT OF WAY LINE -LEXIS TING GROUND A T CENTERLINE OF EX/STING - R/W DR/VEWA Y i HOSK/NG AVENUE :D W7 DRIVEWAY DETAIL 6STA. 30+96.78 TO STA. 31+24.78 NOT TO SCALE 2' ° o DRIVEWAY DETA CITY OF BAKERSFIELD, CALIFORNIA I 75 I 13' WIDE PEDESTRIAN PA SEE DWY. DETAILS /L WITH PEDES TR/A N PATH PUBLIC WORKS DEPARTMENT NEW F. G. BACK DWY. 355.28 FL. ELEV. 354.67-, STA. 30+42.74 FL. ELEV. 354.74 BACK DWY. 355.35' NORTH -- R/W EXISTING WROUGHT IRON FENCE BW. ELEV. 355.00 ��--- EXISTING SL UMPS TONE BLOCK PILLARS (TYP.) f -EXISTING WROUGHT IRON ROLLING GATE MA TCH EXISTING AT RIGHT OF WAY LINE _,BW ELEV. 355.04 ,.�--EXISTING WROUGHT IRON FENCE EXISTING FENCE MA TCH EXISTING AT RIGHT OF WAY LINE _� .....` ... EX/STING GROUND A T CENTERLINE OF EXISTING R/W DRI VEWA Y HOSK/NG AVENUE 7DW767 DRIVEWAY DETAIL 6%STA. 30+28.74 TO STA. 30+56.74 NOT TO SCALE NOT TO SCALE File Name: Hoskin-{Yde-Pedesirion Path Over Dri►wwa Drawn: S Job No.: TJK204 Engineer: AR Date: Mar. 17, 14 Checked By BACK DWY. 355.49 FL. ELEV. 354.88 ---sea 1 N STA. 29+39.21 FL. ELEV. 354.94 BACK DWY. 355.55 NORTH NEW F.G. STRAIGHT 2 R/W BW. ELEV. 355.27 10' BW. ELEV. 355.31 MATCH EXISTING AT TIE-IN LINE 10' EXISTING GROUND 3 14 A T CENTERLINE 7 OF EXISTING DRI VEWA Y I MA TCH > EXISTING A T TIE R/W IN LINE HOSK/NG AVENUE 7D7W757� DRI VEWA Y DETAIL 6 STA. 29+25.21 TO STA. 29+53.21 DRIVEWAY SECT/ONS AND DETAILS C/TY RECORD No. HOSKING AVENUE WIDEN/NG &RELATED IMPROVEMENTS WIBLE ROAD TO HUGHES LANE NOT TO SCALE SHEET NO. 6OF17 2 3 w O J w z Q m 0 w O J m 0 N I I L Q N Ln 66 0 0 N O i O E N O_ N U) 0 C O 3 C O / U U O N C 0 L 0 U N O L n C .3 0 OCONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -I. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. ®CONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. yy BACK DWY. 355.33 FL. ELEV. J54.72 -,I ,� STA. 32+ 14.32 FL. ELEV. 354.66 BACK DWY. 355.27 G EXISTING f WOOD FENCE / 10' - NORTH 10' EXISTING GROUND 7 A T CENTERLINE NEW F. G. 2 3 OF EXISTING DRI VEWA Y STRAIGHT GRADE 0°/ Az _l.,- - -�iT° H= .M_AV, MATCH ........: "" o EX/ST/NG m R/W A T TIE IN LINE HOSK/NG AVENUE DW8 DRI VEWA Y DETAIL 6 STA. 32+00.32 TO STA. 32+28.32 NOT TO SCALE ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT! NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. i CITY OF BAKERSFIELD, CALIFORNIA NEW F. BACK DWY. 355.31 Fl- FI FV .354 70. STA. J1+10.78' O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET 11. EXISTING WROUGHT IRON FENCE IT - EXISTING WROUGHT IRON ROLL/NG GATE MATCH EXISTING AT RIGHT OF WAY LINE 4 EXISTING SLUMPSTONE BLOCK PILLARS (TYP.) FL. ELEV. 354.64 y > 1 1-'-- EX/ST/NG WROUGHT BACK DWY. 355.25 '' IRON FENCE tt 3 lk NORTH 1,= 1 MA TCH 2 3 EXISTING STRAIGT AT RIGHT G=E _ 69/I° �la0-s OF WAY LINE EX/ST/NG GROUND > O A T CENTERLINE 8 R/WOF EXISTING ORI VEWA Y I HOSK/NG AVENUE DW7 DRI VEWA Y DETAIL 6 STA. 30+96.78 TO STA. 31+24.78 NOT TO SCALE PUBLIC WORKS DEPARTMENT File Nome: Hosking-ff1de Job No.: TJK204 Date: Sep. 30, 13 NEW F. G. BACK DWY. "J55.28 - FL. 355.28 -FL. ELEV. 354.67 STA. 30+42.74 FL. ELEV. 354.73 BACK DWY. 355.34 N O R T_1-\ 1Z CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. - rEXISTING WROUGHT IRON FENCE R/W m N SI `�""--- E XTIMP TONE G SLU S BLOCK PILLARS (TYP.) �-EXISTING WROUGHT IRON ROLLING GATE MATCH EXISTING AT t RIGHT OF WA Y LINE ..J EXISTING WROUGHT IRON FENCE Xj EXIST/NG FENCE MA TCH EX/ST/NG AT RIGHT OF WAY LINE EXISTING GROUND A T CENTERLINE OF EX/ST/NG R/W DRI VEWA Y HOSK/NG AVENUE DW6 DRIVEWAYDETAIL 6 )STA- 30+28.74 TO STA. 30+56.74 Dra wn: S Engineer: AR Checked By NOT TO SCALE N N QRpFESS/pN 10 AN REGISTERED CIVIL ENGINEER � Q � .. /� c, C 46803 � � a * Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAb- REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / BACK DWY. 355.45 Fl FI FV. 354. RR STA. 29+39.21 FL. ELEV. 354.94 BACK DWY. 355.55 NORTk� NEW F.G. • .�.... SNA GRADE T R/W HOSK/NG AVENUE 7DW�5DRIVEWAY DETAIL MATCH EXISTING AT TIE-IN LINE EXISTING GROUND A T CENTERLINE OF EXISTING DRI VEWA Y 7ti Ili.....,. ._..... .._.._. ... _. ......... .... MA TCH EXISTING A T TIE IN LINE 6) STA. 29+25.21 TO STA. 29+53.21 NOT TO SCALE J PKI VEWA Y SECTIONS AND DETAILS CITY RECORD No. HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. WIBLE ROAD TO HUGHES LANE 6 OF 77 O 1 2 CONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM Lli DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. O CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND W GUTTER PER CITY OF BAKERSFIELD STANDARD ST -I. Z Q = 3 CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER NOTES ON THE CITY OF BAKERSFIELD STANDARD ST -5. m ui o O CONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. O a_ OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF o CLASS 11 AGGREGATE BASE, COMPACTED TO 95% N RELATIVE COMPACTION, AND THEN CAP WITH 0.55 II FEET TYPE "A" HOT MIX ASPHALT. o>_;:. 0111 R':':'t'G'i:'y"' N BACK DWY. 355.03 `N FL. ELEV. J54-42"',� ' ' x " BW ELE y ' C o R/W STA. 35+85.31 !� 3 10, o , Q) y 0 O' ' K BW. ELEV -C' a FL. ELEV. 354.49 y BACK DWY. 355.10 N n I a� ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. V. 354.81 MATCH EXISTING AT TIE-IN LINE 354.86 c /VUK IH 0 3 14 10 7 EX/STING GROUND NEW F. G. 2 A T CENTERLINE = OF EXISTING STRAIGHT DRIVE WA Y o GRADE0% 0 % D __ .77 i foo oQUo� o 0 C-) MA TCH w - EXISTING o R/W A T TIF 3: �LL_�"�_ IN LINE w z w a HOSK/NG A VENUE zDW�2 DR/VEWA Y DETAIL Y I 7 STA. 35+71.31 TO STA. 35+99.31 0 N Y O N 0 _z W W Z Z W NOT TO SCALE BACK DWY. 355.14 FL. ELEV. 354.53. I �1 o STA. 35+31.38 FL. ELEV. 354.59 BACK DWY. 355.20 NEW F. G. O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET 11. R/W MA TCH CURB A T BACK OF DRIVE APPROACH BW. ELEV. 354.92 CONSTRUCT 8" CURB EXISTING 8" CURB j MR DRI VEWA Y s MA TCH EXIST/NG AT TIE-IN LINE TING 8" CURB LAWN CONS UCT 8" CURB BW. ELEV. 4.96 TCH CURB A 1 BACK DRIVE APPROACH DW1 � DRI VE,WAY DETA/L MA TCH EXISTING A T TIE IN L/NE EXISTING GROUND A T CENTERLINE OF EXISTING DRI VEWA Y 7 S lA. .55+ 19.38 TO STA. 35+43.38 NOT TO SCALE i 2' - 625 2.375' 3' WIDE PEDESTRIAN PA; SEE DWY. r • DETAILS / n 9°l0 • a 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. 14 CONTRACTOR SHALL CONSTRUCT DRIVE APPROACHES WITH A PEDESTRIAN PATH ACROSS THE BACK PORTION, AS INDICATED ON THE "DRIVEWAY DETAIL WITH PEDESTRIAN PATH", AND THE DRIVEWAY DETAILS. BACK DWY. 355.25 FL. ELEV. 354.64-, I U;�g1 N -CID STA. 34+75.42 FL. ELEV. 354.70 BACK DWY. 355.31 NORTH NEW F. G. - vi univL mrrn muii LA WN �-- R/W MA TCH CURB A BACK OF DRIVE APPROACH BW. ELEV.eSTRUCT 8" CURB EXISTING CURB / y / DRI VEWA Y fps ' MA TCH EXISTING " AT TIE-IN LINE _t 5' HOSK/NG A VENUE DW10 DR/VEWA Y DETA/L 7 STA. 34+63.42 TO STA. 34+87.42 DRIVEWAY DETAIL WITHPEDES TR/AN PA TH NOT TO SCALE CRY OF BA KERSF/EL D, CALIFORNIA 01AN P PUBLIC WORKS DEPARTMENT ENGINEER C 46803 File Nome: Hoskin -ode-Pedesfrion Po fh Over Orivewo Drown: S Job No.. TJK204 Engineer: AR CITY OF BAKERSFIELD 7501 TRUX TUN A VENUE qTF C/VEL O� BAKERSFIELD, CA 93301 OF CALF REVISIONS Date: Mar. 17, 14 Checked By.- EXIST/NG CURB EXIST/NG FENCE CONSTRUCT 8" CURB BW. ELEV. 355.07 MA TCH CURB A T BACK OF DRIVE APPROACH rMA TCH EXISTING A T TIE IN LINE XISTING GROUND A T CENTERLINE OF EXISTING ORI VEWA Y NOT TO SCALE FL. ELEV. 354.82 � O STA. 32+56.91 FL. ELEV. 354.73 BACK DWY. 355.36 UTILITY POLE - NEW F. G. BW. A jb ELE : QRpFESS/0N`� 01AN REGISTERED ENGINEER C 46803 R/W 1 -BW A.P. ELEV. * Exp. 6-30-15 CITY OF BAKERSFIELD 7501 TRUX TUN A VENUE qTF C/VEL O� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 03/17/2014 REVISED ACROSS DRIVEWAYS TO HAVE PEDESTRIAN PATHWAYS THE REAR PORTION OF THEM. 2 / / 3 / / X47 FL. ELEV. 354.82 � O STA. 32+56.91 FL. ELEV. 354.73 BACK DWY. 355.36 UTILITY POLE - NEW F. G. BW. A jb ELE : 355.43 HOUSE LAWN R/W 1 -BW A.P. ELEV. 355.45 BW. ELEV. 355. 0 DRI VEWA Y s GA RA GE N MA TCH EXIS r RIGHT OF W LINE DIRT AREA BW. ELEV. 355. EXISTING GROUND A T CENTERLINE OF EXISTING DRI VEWA Y �- MA TCH EXISTING A T RIGHT OF WAY LINE - R/W Z OSK/NG AVENUE :D:W9 R/VECWA Y DETAIL 7 / STA. 32+38.91 TO STA. 32+74.91 l! / DiZNEWAY SECT/ONS AND DETAILS CITY RECORD No. HOSK/NG AVENUE WIDENING &RELATED IMPROVEMENTS W/BLE ROAD TO HUGHES LANE EXISTING WOOD FENCE NOT TO SCALE SHEE T NO. 7 OF 17 3 OCONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -I. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. ®CONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. BACK DWY. 355.04 FL. ELEV. 354.43, STA. 35+85.31 FL. ELEV. 354.48 BACK DWY. 355.09 i I I ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. i OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. 1 ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90W RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. MA TCH EX/ST/NG I AT TIE-IN LINE NORTH 10, ------------------ 7 EXISTING GROUND A T CENTERLINE NEW F. G. 2 3 OF EX/ST/NG STRAIGHT DRIVEWA Y GRADE0% '0 117 117-411 m 1 11 MA TCH EXISTING O� O� R/W A T TIE IN LINE HOSK/NG AVENUE DW12 DR/VEWA Y DETAIL 7STA. 35+71.31 TO STA. 35+99.31 NOT TO SCALE N BACK DWY. 355.15 FL. ELEV. 354.54-, STA.+ - 35 31.38 i' FL. ELEV. 354.59 BACK DWY. 355.20 i �i N0RT\V-A O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION 0 RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET 11. R/W MA TCH CURB A T BACK OF DRIVE APPROACH ONSTRUC 8" CURB 'may %is'5` Nf EXIST/NGS 8» CURB DRIVE WA Y MATCH EXISTING .Y AT TIE- IN LINE TING 8" CURB LAWN CONS C(8" CURB MATCH CURB A BACK -OFIDRIVE APPROACH; 5*. MA TCH :X/ST/NG A TIB' ' W LINE ST/NG GROUND T CENTERLINE OF EXISTING DRI VEWA Y CITY OF BAKERSFIELD, CALIFORNIA DWI 7 HOSK/NG AVENUE DR/VEWA Y DETAIL STA. 35+19.38 TO STA. 35+43,.38 NOT TO SCALE PUBLIC WORKS DEPARTMENT File Name: Hosking- Wide Job No.: T3K204 Date: Sep. 30, 13 NEW F. G. `BACK DWY. 355.26 FL. ELE . 354.65. STA. 34+75.42 FL. ELEV. 354.70 BACK DWY. 355.31 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. LA WN R/W MATCH CURB A, BACK OF DRIVE APP ACH STRUCT 8» CURB EXISTING CURB RI V WA Y g MATCH EXISTING A T TIE-IN LINE 5' L EX/ST/NG CURB EXISTING FENCE CONSTRUCT 8" CURB MATCH CURB A T BACK OF DRIVE APPROACH MA TCH 2 3 EXISTING A T TIE STRAIGHT IN LINE GRADE Vales _2LPE W EXISTING GROUND A T CENTERLINE $ OF EXISTING DRI VEWA Y R/W HOS K/NG A VENUE DW�O DRIVEWAY DETAIL 7 STA. 34+63.42 TO STA. 34+87.42 Drawn: S Engineer.• AR Checked By NOT TO SCALE QRpFESS/ONq DEAN R �. ' 'mak' REGISTERED CIVIL ENGINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD �� 1501 TRUXTUN AVENUE 9TF C/��� BAKERSFIELD, CA 93,301 OFF CA0F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / l4( / / BACK DWY. 355.4 FL. ELEV. 354.82 IMI STA. 32+56.91 FL. ELEV. J54.7411 I ff BACK DWY. 355.27 -R/W HOUSE LAWN DRI VEWA Y GARA GE - MATCH EXIS RIGHT OF WAY LINE DIRT AREA NORTH 1' EXISTING GROUND NEW F.G. 2 3 A T CENTERLINE STRAIGHT OF EXISTING GRADE DRI VEWA Y E -- _ a.2% to 9.2% % MATCH TD EX/STING O O $ AT RIGHT OF WAY LINE R/W HOSK/NG AVENUE DW9 DRIVEWAY DETA/L EX/STING WOOD FENCE 7 j STA. 32+38.91 TO STA. 32+74.91 NOT TO SCALE Dtz/VEWAY SECTIONS BIND DETAILS CITY RECORD No. HOSKING AVENUE WIDENING &RELATED IMPROVEMENTS SHEET NO. WIBLE ROAD TO HUGHES LANE 7 OF 77 Vi 0 0 a� O .c 0 0 Q) Q) m I Q) I lec U) 0 _ / Q) (D 0 0 J / / CD z z Li 0 w z w ¢ O z_ Y O i O N Y 0 N 1 N O N z w w z cD z w I O J / Y i ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT j NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. NEW F. G. DWI 8 HOSK/NG A VENUE DRI VEWA Y DETAIL STA. 41+98.32 TO STA. 42+20.32 R/W __Z_ ___\ O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. NOTE: CONTRACTOR SHALL PLACE A 120 CUBIC YARD PILE OF FILL MATERIAL ON THE EAST LEVEE, IMMEDIA TEL Y DOWNSTREAM OF THE EXISTING BOWL. I CANAL TOP L V. 353.79 A TCH EXISTING T RIO OF' WAY CANAL TOP f,j 83 MA TCH EXISTING A T RIGHT OF WA Y EXISTING GROUND A T CENTERLINE OF EXISTING DRI VEWA Y R/W NOTE : THE DRIVE APPROACH AT THIS L OCA TION SHALL HA VE A 4 INCH HIGH BATTER. NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA KERN DEL TA WATER STORAGE BRANCH -1 DITCH J -- PUBLIC WORKS DEPARTMENT File Nome: Hosking-Xde-Pedest Job No.: TJK204 Dote: Mar. 17, 14 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH Or 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS 11 AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. 14 CONTRACTOR SHALL CONSTRUCT DRIVE APPROACHES WITH A PEDESTRIAN PATH ACROSS THE BACK PORTION, AS INDICATED ON THE "DRIVEWAY DETAIL WITH PEDESTRIAN PATH", AND THE DRIVEWAY DETAILS. 2' — ♦ i 0. 625 j _ 2.375' 3' WIDE PEDESTRIAN PA SEE DWY. DETAILS QRpFESS/pN� ' O OF -AN R ` F �611c REGIS TER D Cl L E GINEEC 46803 yt Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/VlL BAKERSFIELD, CA 93301 OF CA\_\F REVISIONS No. DA TE DESCRIPTION 03/17/2014 REVISED DRIVEWAYS TO HAVE PEDESTRIAN PATHWAYS ACROSS THE REAR PORTION OF THEM. 5271 471 / / DRIVEWAY DETAIL WITH PEDESTRIAN PATH NO T TO SCAL E BACK DWY. 354.44 FL. ELEV. 353.83. N STA. 38+79.39 FL. ELEV. 353.90 BACK DWY. 354.51 R/W BW. ELEV. 354.22 MATCH EXISTING AT TIE—IN LINE BW. ELEV. 354.27 I TCH i TING TIE LINE TING GROUND CENTERLINE r EXISTING )RI VEWA Y HOSK/NG A VENUE DW13 DRI VEWA Y DETAIL 8 STA. 38+65.39 TO STA. 38+93.39 NOT TO SCALE N r! / P �I VEWA Y SECTIONS A NIJ DE rA I L O Cl T Y RECORD No. Engineer: AR Poth Oyer gDrown: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS n Checked By W/BLE ROAD TO HUGHES LANE SHEE T NO. 8 OF 17 2 3 OCONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET w TYPE "A" HOT MIX ASPHALT. O J O CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND z GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1. = OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER NOTES ON THE CITY OF BAKERSFIELD 5z STANDARD ST -5. m 0 0 CONTRACTOR SHALL CONSTRUCT COMBINATION bi SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. F -- O OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF o CLASS II AGGREGATE BASE, COMPACTED TO 95% N RELATIVE COMPACTION, AND THEN CAP WITH 0.55 II FEET TYPE "A" HOT MIX ASPHALT. Vi 0 0 a� O .c 0 0 Q) Q) m I Q) I lec U) 0 _ / Q) (D 0 0 J / / CD z z Li 0 w z w ¢ O z_ Y O i O N Y 0 N 1 N O N z w w z cD z w I O J / Y i ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT j NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. NEW F. G. DWI 8 HOSK/NG A VENUE DRI VEWA Y DETAIL STA. 41+98.32 TO STA. 42+20.32 R/W __Z_ ___\ O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. NOTE: CONTRACTOR SHALL PLACE A 120 CUBIC YARD PILE OF FILL MATERIAL ON THE EAST LEVEE, IMMEDIA TEL Y DOWNSTREAM OF THE EXISTING BOWL. I CANAL TOP L V. 353.79 A TCH EXISTING T RIO OF' WAY CANAL TOP f,j 83 MA TCH EXISTING A T RIGHT OF WA Y EXISTING GROUND A T CENTERLINE OF EXISTING DRI VEWA Y R/W NOTE : THE DRIVE APPROACH AT THIS L OCA TION SHALL HA VE A 4 INCH HIGH BATTER. NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA KERN DEL TA WATER STORAGE BRANCH -1 DITCH J -- PUBLIC WORKS DEPARTMENT File Nome: Hosking-Xde-Pedest Job No.: TJK204 Dote: Mar. 17, 14 12 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH Or 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS 11 AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. 14 CONTRACTOR SHALL CONSTRUCT DRIVE APPROACHES WITH A PEDESTRIAN PATH ACROSS THE BACK PORTION, AS INDICATED ON THE "DRIVEWAY DETAIL WITH PEDESTRIAN PATH", AND THE DRIVEWAY DETAILS. 2' — ♦ i 0. 625 j _ 2.375' 3' WIDE PEDESTRIAN PA SEE DWY. DETAILS QRpFESS/pN� ' O OF -AN R ` F �611c REGIS TER D Cl L E GINEEC 46803 yt Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/VlL BAKERSFIELD, CA 93301 OF CA\_\F REVISIONS No. DA TE DESCRIPTION 03/17/2014 REVISED DRIVEWAYS TO HAVE PEDESTRIAN PATHWAYS ACROSS THE REAR PORTION OF THEM. 5271 471 / / DRIVEWAY DETAIL WITH PEDESTRIAN PATH NO T TO SCAL E BACK DWY. 354.44 FL. ELEV. 353.83. N STA. 38+79.39 FL. ELEV. 353.90 BACK DWY. 354.51 R/W BW. ELEV. 354.22 MATCH EXISTING AT TIE—IN LINE BW. ELEV. 354.27 I TCH i TING TIE LINE TING GROUND CENTERLINE r EXISTING )RI VEWA Y HOSK/NG A VENUE DW13 DRI VEWA Y DETAIL 8 STA. 38+65.39 TO STA. 38+93.39 NOT TO SCALE N r! / P �I VEWA Y SECTIONS A NIJ DE rA I L O Cl T Y RECORD No. Engineer: AR Poth Oyer gDrown: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS n Checked By W/BLE ROAD TO HUGHES LANE SHEE T NO. 8 OF 17 2 3 w O 1 w z Q m 0 w O n 0 N n lei OCONTRACTOR SHALL COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20' FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -I. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. OCONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OCONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 1.50 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 0.95 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. BACK DWY. 353.79 FL. ELEV. 353 c0 STA. 42+09.32- FL. ELEV. 353.23 BACK DWY. 353.84 i I ©CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY ENTRANCES TO THE LIMITS SHOWN ON THE PLANS, COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5 AND T-25. OCONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD: ST -5. CONTRACTOR SHALL BACKFILL, GRADE AND COMPACT NATIVE PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION. I ®CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. CONTRACTOR SHALL COMPACT NATIVE TO 90% RELATIVE COMPACTION, AND INSTALL 6 INCH THICK PORTLAND CEMENT CONCRETE TIE-IN TO THE LIMITS SHOWN ON THE PLANS. NEW F. G. 2 �. GSE Fill -1I Qui —12' CANAL TOP O4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2'x2'x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION". 11 CONTRACTOR SHALL CONSTRUCT COMBINATION RETAINING WALL AND SIDEWALK PER RETAINING WALL DETAIL ON SHEET II. KERN DEL TA WATER STORAGE BRANCH -1 DITCH MA TCH EXIST/NG A T TIE-IN LINE .0 -I-III '' MA TCH EX/ST/NG A T TIE G IN LINE i EXISTING GROUND AT CENTERLINE OF EXISTING DRI VEWA Y 1 1Z CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, EXCAVATE TO A DEPTH OF 2.20 FEET, COMPACT NATIVE TO 95% RELATIVE COMPACTION, AND BACKFILL WITH 1.65 FEET OF CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.55 FEET TYPE "A" HOT MIX ASPHALT. 13 CONTRACTOR SHALL CONSTRUCT A 6 INCH WIDE RETAINING CURB. HEIGHT OF CURB SHALL BE 6 INCHES MINIMUM AND THE GROUND BEHIND THE CURB SHALL BE GRADED SO THERE IS 6 INCHES OF REVEAL ON THE BACK SIDE OF THE CURB. THE HEIGHT OF THE CURB MAY NEED TO BE RAISED SO THE 2:1 SLOPE TIE-IN DOES NOT GO OUTSIDE OF STREET RIGHT OF WAY. MATCH EXISTING AT TIE–IN LINE TCH i TING TIE LINE QRpFESS/ONq pEAN REGISTERED CIVIL � ENGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD `req CIVIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF REVISIONS No, OA TE OESCRIP TION, A 271 / / 471 / / ��O�U QVO O o NOTE : THE DRIVE APPROACH AT � o� o� o� o� o ; • I EXISTING GROUND AT CENTERLINE THIS LOCATION SHALL HAVE 8 OF EXISTING 0 0 0 0 A 4 /NCH HIGH BA TTER. DRI VEWA Y RAW RIW HOSK/NG AVENUE HOSK/NG AVENUE KDWI�4DRIVEWAY DETAIL DW13 DR/VEWA Y DETAIL 8 STA. 41+98.32 TO STA. 42+20.32 NOT TO SCALE 8 STA. 38+65.39 TO STA. 38+93.39 NOT TO SCALE i PKI VEWA Y SECTIONS ANO OErAIL O CITY RECORD No. File Nome:Hoskin -wde Drawn: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. CITY Ole BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: AR Dote: Sep. 30, 13 Checked ByWIBLE ROAD TO HUGHES LANE 8 OF 77 I 0 1 2 3 H Reinforcing steel, see plan view. 4.5' �. (a llm) Alhambra foundry curbarmorr'? IA -J911 with anchors or equal A ? 0" (5anm) Protection bar (see note 7) Ad*sr/ng nuts to be tightened and secured in 4.17' (1.3m) min. 4.V (L3%) mit place when plate is it 6.0' Outside ala of 6.0" 6.0" Ails* ala of 6.0' proper position. (alSmJ outlet plus 1.0' (03m) (01* (0.15%) ou0et phns l.0' (aim) (a is") 317' (0.97m) min. 3.17' (a 97m) min. R=0,25" (6mm) • - Norma lLrb ti gutter Bowline Hdght c o >n. rq'(25,unj'r• ,\o>`� ❑D❑ A ❑0130 A E ®.� . ffi ; �, 0.5 15mm Dio. Shrru _ " l0' x 17" 25mm x 0.4m 4 = ' (40mm) o E + /5 of 80" (0.2mJ QC both ways _ U 2 R 15 1313❑0❑❑❑ II A L5" (90mm) '� _�, support bolt( with hex nuts ❑ a77, [ OC 1.0' (0.3mJ OC i I �- 2D' � o - Closs B" P.C. - I I` R=3.0" (75mm) or) 1w /5 of I I concrete I I- hR 1.5'QC �F 6' '_ € I m 2.0' (50Mm) Min. 2.0" (50MM) Min. 4 4' 4 (0.45m) " a n i €. •T- Expansion material 10' (25n) At, I 2°0" (50mm) Min. 10 (.25m) Min. 2 Gutter or 2°0" deep joint o ` /4 bars bent down between box and aid imbedded into Curb depression �- NO TES: wall Co' (0-W t)P. PLAN2.0 = 50mm { 4°0' = 100mm STEEL PLATE DETAIL Alhambra / laundry go/K * (7 6 /5 at 60" (0.15m) 0.0 when 1. Installation of fencing and gates shall be in accordance with comer / A1530 with 2.75' (70mmJ outside diameter of e H the requirements of Section 80-4 of the Standard SpeciBcotione stainless steel socket head set See std drowing Po 625" (4 in I State o1 California, Deportment of Transportation' approved screws (set apposite and finished gale" � See steel NOTES: SW -6 la Irvine is 2.5' (076m) or greater. H 1 current edition. Bush) or equal 2pz plate deto8 d• cover details PLAN SECTION B -B L All concrete shall be doss A' and shall be within 2.5' (65mm) to 55" a '� (0.14m) slump. 2• I Mata, d y ` 2. A 9°0' x 12" (0.22m x Urn) concrete curb shall be con- � � pocked Std. M.H./tone and corer structed under all fences within cit arks A 9°0" 0°22m -- 5.0' (1.5m) max. cover P.C.C. wing wall y P ( ) 7.0" LYR y{ 2. Slob to be poured monolithic with sidewalk where sidewo/k is required O.D. heodwoll thick x 12' (o,3m) wide curb shall be used in either case. (25mm) I.5" (XR or needs rep/acing. Surfoces of all exposed concrete shall match slope, (extension rings requited) A L5" (40mm) clearance between the curbing and fabric. riniA cola, and scoring of odpcent concretes 7.5• (a19rn) NOTES: TYPICAL DETAIL A T No. 4 ba ('�) �_ shall be used. oz o • see note J4 �; °>< 1. All work shall conform to the applicable CULVERT ENDWALLS � .� 3. Wall thickness: T=6.0" (0.15m) except wheh H�8' (2.4m), T=8.0" (0.2mJ •� . •'e ; ` ` ppl' ob/e sections o1 the J. See standard D-13 for concrete notes or U8' 2.4m, T=80" 0.2m. Catch basin 0allls shall be increased standard speci6cotions emit/ed 'Standard ecifinotion� Rounded, R=Pipe ,� ( J ( J wall thickness a o by 2.0" (50mm) minimum in thickness it poured against natural ground r State of California, Department of Transportation' 45" (0.1Am) to 4. Corner posts shall be installed of off angles in fence line o "' ' in lieu of outside face forms "• 2°0'(0.6m) approved current edition. ol; -� Slope to outlet 1.1 � CL 0/ pole in excess of 10' from o/l directions 4. Wal/ reinforcing not required when H=8.0' (.4m) or less and L=7.0' (2.1m) + 70• Mox 2. All concrete shall be doss A" unless otherwise f.5' (40m_m) a less Walls exceeding these limits shall be.reinlaced with No. 4 bas 7.0' (0.113nJ Max (a /t1YnJ approved by the City Engineer. 5. End, corner, and gate posts shall be braced to the nearest 6,0'(a15m) o Lj• at L5' (0.45m) OC both ways All reinforcing shall be No. 4 bars 1.5' ;� �°° a m line post with galvanized diagonal or horizontal braces used '� 40mm �� Ai 46m) ( ) dear of inside lace unless otherwise shown, u 3. Al! reinforcing steel shall be of 15 round bars and bent LL.I 50Mm) Mox as compression members and galvanized 0°375' (10mm) steel •"r 4 as shown. truss rods with turnbuckles or truss tightener used as tension 5. All exposed meta ports shall be galvanized alter fabrication. 4mCn /o. O SEC TION A -A members 2b. ` 4. Manhole costing shall be to specifications of SW -6° J 35' (1. 1m) 6. Support bats shall be instal/ed when length of opening exceeds 5.0' (1.5m) Manhole cover shall hove cost thereon in raised letters 1.1 6. Fabric shall be fastened to gate post, terminal post, or comer Subgrode /s unless otherwise noted OC and shall be spaced between 3.0' (0.9m) to 5.0' (C5m) DC b � DRA/N" lettering to be 30' (75mm) in height and raised Z a M 0 L,J f - O J a_ O N I I FENCING TABLE H HEIGHT 1 DC 6' 1.8 m DL S-0" .9 m Q C 46803 2'-6" .76 m TERMINAL POST 2-7/8. O.D. GALV. PIPE OR CENTER (7.3 cm) POST 5.79 // FT. CA��F C (8.6 kg/-) No. H COLUMN on 2-1/4' x 1-7/8" / / (5.7 x 1.9 cm) LINE POST 4.10 // FT. (6.1 k9/m) 7. Fabric shall be fostebed to line post, lost runner, and bottom 2-3/8' O.D. GALV. PIPE at each end. (6 cm) o/ outlet pox 3.65 Y/ FT. JCU CHECKED (5.4 k 9 GUAGE, 2 INCH (5 cm) MESH, SECTION A -A GALV. AFTER WEAVING. stondord specifications KNUCKLED TOP AND BOTTOM FENCE FABRIC 9 GUAGE. 1-3/4 INCH (4.4 cm) TENNIS FENCE MESH, GALV. AFTER WEAVING.KNUCKLED TOP angular cut on the pipe shalt be made as directed by the City £nginer, AND BOTTOM REDWOOD 2-3/16' x 1/4' SLATS (3 x .635 cm) post with 0.25' x 0.75" (5mm x 26mm) stretcher bar bonds ophona with a pEAN Ry C F'L ' � 0.125' (5mm). Q C 46803 of 8.0" (0.2m) on corner. contractor 7.0 (QlBmf Water stops 7, When curb opening exceeds 5.5" (o.14mJ, plain round steel protection ba 1501 TRUX TUN A VENUE Set bottom to f BAKERSFIELD, CA 93301 CA��F C REVISIONS No. DA TE on 1.0' (25mm) it did. shall be instal/ed. Bor shall be knbedded 5.0" (1,5m) / / I cured with o white pigmented curing 2 STANDARD DRAWN 7. Fabric shall be fostebed to line post, lost runner, and bottom plastic pipes at each end. B , o/ outlet pox CURBS & GUTTER JCU CHECKED JCU tension wires with fabric bands spaced opprox, 14' (0.36m) oport. SECTION A -A 8 Pane shall be as specified or as directed by the City Engineer. the stondord specifications "A", B CHECKED � SCALE angular cut on the pipe shalt be made as directed by the City £nginer, 4° Const. SCALE a-1/2" 8. Fob& shall conform to ASTM A-392, Coss 1. • 4. 1 Joint r (16.5 cm) 4 , r 9. All work shall conform to the opplicob/e sections of the speci6cotions 9. Subgrode preparation shalt be constructed true to grade and 'r4 emitted "Standard SpeciricotionA State of Colifomio, Deportment of Outside olio Of cross section with compaction of 90% to o depth of 0.5' (0.15m). /4 Bar - Told of 4 '' •; _ Transportation' approved current edition. 6.0' (aIin) outlet plus I.0' (aim) 3l7' (0.97m) m6. 6.0' (0.15m) FILENAME: D-12REV DATE 1 . r r ',�• 6D (01* TV. 10" • •. FILENAME: D-14REV I% (LSmJ Mit FILENAME: D-16REV STANDARD 6/2/99 DRAWN n 4 ^ (25mm) , ` • �R �` • DATE s/2/ss STANDARD 6.83' (2.lmJ Mox DATE MLR •, ;g' :.�. DRAWN STANDARD DRAWN Standarddius CHECKED g ;r . . '' •. JCS JCU JCU shat e 20' (6. 1m) min. CHAIN-LINK FENCE M. SHA SCALE �" '' CO (�3m).Min. CHECKED M. SHAW CATCH BASIN SECTION A -A JUNCTION BOX CHECKED M. SHAW on loco/ streets and 30' N.T.S. • _�{: •qv:- SCALE TYPE A N.T.S. SCALE (91m) min. on all ortedo/s APPROVED SHEET NO. ' APPROVED R F SHEET N0. APPROVED N.T.S. SHEET NO. and collectors or locals at ' t t th 1-1 l Expansion Joint Weakened _ Plane Joint m ersec eons wi or os " CITY OF BAKERSFIELD /N ORCING AROUND P/PE CITY OF BAKERSFIELD D-14 CITY OF BAKERSFIELD of collectors or as directed CALIFORNIA D-12 CALIFORNIA D-16 b the Cit En meet. : q °•' a g. ° ` CALIFORNIA y y g " 4' CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT Curb & Gutter q ?.0" R = 0.5" 1.5" R = 0.5' COMBINATION STANDARD r" 15' (4, ft) Max g Q Normo/ 60• / Curb Normo/ Noma Cusp Norma R=0.5' 24' between pints CH. ( J 6.0' (1.8mJ 6.0' (ltknJ 30' 6.0 C.H. CH. ming CH. Lot Line O 10' (a3in) 1.0' (03m 1.0' (aim) (ate) r o 6.0' 24' o A Street Right -of way Line °r O Right -of--way Cutter VDQe H.�1 Io/i H.&D „� . r. R = 05• �;, -� d i� m �� a Cutter Valley �► Limits c;: ' NOTES: ZO (6. 1m) x 20' (6.1m) chan/er �b o w/exception for so7af locations see Std. T-33 O a Bock edge of driveway to be on a `o PLAN PLAN �° N r ` . 1. All work shall conform to the applicable 9 y 7. 2.0' 0.6m a. r. s o ^ o Standard ( ) 2.0' (Q6m) " sections of the specifications emit/ed 2.5' Min, straight vertical alignment unless ' ' 3' future J Min Combination Sidewalk Varioble Type A Catch Basin Grade Sog Tyne A & Al Catch Basin on Grade �' ' ` ' 4 '` 'Standard Specifications, State o/ California,(0.8m) otherwise directed by the Cit En ineer Sidewalk Q future 5.0' (1.5m) Min. �' ce'. Y 9 Deportment o/ Transportation' opproved current �� 4 ' signalized 10' N A A Combinotion night Stro t c 06m edition and the following genera/ notes: Land- klterseclion (, ) Normal � � „ „ Sidewalk Normal �> » Gro scar in 60' 6% Mox. O C.N. 40 (1.2m) Clear 40' (L2m) Normal 60' len TYPE A TYPE B Gutter H � P 9 .. o '� C.H. ( ) Curb 30' Normal 2. All driveway locations are subject to opprova/ a o "5 •o (01-5m) 2Z 2% tin' 2.0' (0.6mJ CNS 2.0' (0.6mJ -� CH q°g (a -4n) CHS by the Traffic Authority and City Engineer and Expansion Joint Expansion Joint ' Limits L0' (Q3m) R = 0.5" as directed by troffic standard T-20. 3 Y -0 c 10" Radius 24' See l0' 3. Am Min, ;.; : y' o o Ri ht Cuff ti Cutter �; " H 3. No driveway construction shall be permitted 9 32' (9.8m) Mox. + r /� W �{ - R = 0.5" h. R = 0.5" in street or of%y returns. A ' For use with 6.0' (O.l5m) curb 4.0'(11m)" 10, 0 m 40" Q A o ,e For use with 8.0' (0.2m) curb ' (10Qrom) (jj 6.0' T GO W=40' (I2m) 1.0' (03m) A� 40' (1.2m) y `� 4. Subgrode preporotion shall be constructed 1P 6.0' T GDO W=6.0' (I.BmJ ape Break Cine ' (0.15mJ PLAN (OISm) o � r o s , ., �•• true to grade and cross section, with compaction PLAN A'' � •' Y'•` `x" � • ,�.a •• o/ 95.8' to o depth o/ 6.0" (0.15m). ' 4.5' (1.4m) Minimum on al/ loco/ streets >; PLAN + VorkNe 5.5' (1.7m) Minimum on all orteriols, collectors, schools, _0 Tkpe GO & GDO Inlet in Grode Sag Type GOL /n/et on Grode 5, Concrete sho// be Closs 4"and shall hospitals, commercial industrial, a as directed by the • r. P 9 To edge of Sidewalk T of Curb Cit Engineer. 0 have o slump between 2.5" (65mmJ and °p y 9 :E Mama Garter Noma l2 *UTTER 4.5" (0.lim). Variable 6.0' (1.8m) Minimum on meandering sidewalk. Norma Gutter Tap of G!L Ogores'siarn GH *Gutter on/ allowed where approved b Cit Engineer Curb Face f/ow/ine Curb Normo/ Gutter o y PP y Y 9 Leve/ flowline TOP o1 24' N 6. Concrete shall contain no additives unless Curb prior written approval is obtained from the Gutter Flowline NOTES: Cit Engineer RIM . 20' 3: 1y Bottom o/ Curb 1. All work shall con/am to the applicable sections of 6. Sidewalks shall be scored to a minimum depth of 0.125' (0 ) 0 I �Q �Q )� TYPE "Cw the specifications entitled "Standard SpeciricotionA (5mm) unless otherwise directed by the City Engineer. If �- ) 0 7, Concrete shall be cured with awhile -pigmented State o1 California, Department of Transportation' CH. curing compound complying to Section 90-7.OIB ELEVA TION approved current edition 9. New sidewalk construction in blocks with existing -O peon per,. 30• 60'(Ltkn) Ope„„g 60'(1.8") 60'(18m) qe,,;,g (Qpm NOTES: o/ the Standard Specifications sidewalk shall conform in dimension and location to 1 , 1. All work shall conform to the applicable sections o/ 10. Weakened plane ants or cold joints shall be constructed 2. Subgrode preparation shall be constructed true to those in place, or as directed by the City Engineer. 0' • ).0' 0.3m to T e A 2.0' (0.6m) for type 60 & GDO P p p 8. Expansion pint filler materia/ shall consist o/ rode and cross section, with compaction o/ 90% to 0 ( yP the Standard Specifications, Slate of California, Deportment at 15' interva/s Expansion joints shall be of each performed strips o1 o durable, resilient compound. Standard 9 P PROFILE PROFILE of Transportation' opproved current edition, and the side o/ structures and of ends of curb returns Sidewalk depth of 0.5' (0.15m). 10. Existing sidewalk shall be sowcut and removed at Combination the first scoring line at or beyond the planned pint. (n following general notes 9. All existing concrete curb, gutter, and sidewalk Sidewalk 50' (L5m) Mil. c 3. Concrete shall be Coss A' and shall hova o slump o Tvpe GO & GDO Inlet. Type A Catch Basin Grade Inlet and Catch Basin on Grode = in Grade Soo 11. Type B" curb and gutter is required on all Types of across the face of any proposed driveway shall 2. Subgrode preparation for Type A' B' and C" curbs streets unless another is expressly permitted b the 5.0' (1.5m) Min. between 2.5" (65mm) and 5.5' (140mm). The sur/oce 11. A permit for sidewalk construction and reconstruction � P y P y be sowcut and removed. � (n and gutters shall be constructed true to grade and cross City Engineer60' 3 shall be finished to grade and cross section with o Boot, shall accompany actual work. j 4.0' (1. I'm) section with compaction of 90% to o depth of 6.0" 0.5' (15mm) Mox o troweled smooth, and finished with o broom. f0. Existing minimum shall be sowcut and Cutter (015m) "`Sloe 12. Any variance in finish, cola, or material, from standard •N below the Subgrode 12. Type A'curb and gutter is permitted only where removed o minimum o12.0' (0.6m) from the P •c O NOTES: Round approved or required by the City Engineer. edge o1 the gutter except when the City Engineer 4, Concrete shall contain no additives unless prig approval will require opprolrol from the advisory agency. L 0.5'Mn. J. Concrete for curb and gutter shall be pass 3 is obtained from the Cit Engineer. a_ 1. D = gutter depression, it shall be 2.0" (50mm) la type Olt (1 J Gutter and shall be within 2.5' to 5.5" slump. hos approved the pouring o/ o new gutter against � y13. Transitions in sidewalk t es must be o roved b A and A-1 catch basins and J..0' (75mm) for other inlet Slope P 13. Type C' curb may be permitted by the City Engineer the exposed edge of the existing povement, 6.0" (0.15m) Ihidmess T,T }P PP y M types unless otherwise shown. only in Mobile Home Parks; and R -S -2.5A (Residential "' Slope: 0.25" (5mm) per LO' (300mm) 5. Concrete shall be cured with awhile -pigmented curing the City Engineer. 4. Timber forms shall be surfaced on the on the side placed Suburban Two -And -One -Half Acre Minimum Lot Size) Zone il. Pov>?ment patching shall conform to City compound complying to Section 90-7018 of the CH. = curb height D next to the concrete and shall not be less than 1.5' Standard Specifications FILENAME: ST-6REV N C.H. + D Limits =limits o/ filo/ depression in gutter. Standard ST -12. Section A -A DATE T -BRE thick offer being surfaced. 14. Permit /or curb and gutter construction shall accompany 2. Gutter depression shoe be doss B" P. CC 6.0" (o.i5m) actual work. 6. Weakened Plane Joints shall be installed at 15' (4.6m)5/2/99 (n thick.. ' 11-60' (1.&m) for iV# GDO 5. Top and face shall be troweled smooth, then given o 12. A permit /or driveway construction shall be STANDARD DRAWN C finol fine brush finish, obtained prior to start o/ any work. intervals and expansion pints at 60' (18.3m) intervals JCU 15. When constructing new curb and gutter, the existing Expansion pints shall be located each side o1 o structure CHECKED '3 3 GDO, CO, and GIX inlets may be used with approval M. SHAW pavement shall be sowcut o minimum of 2.0' from and at the end of curb returns. COMBINATION SCALE o/ the City£nginer. GDO, G0, and GOL inlets shall be Section A -A 6. Where existing curb and gutters ore to be rep/aced, new 13. Existing driveways maybe sowcut and SIDEWALK N.T.S. constructed, without steps, in conformance to the Stole the lip o/ the gutter or as directed by the City Engineer. widened on one side sub'ct to approval b P construction shall match existing construction unless otherwise p PP y 7. Expansion int filler materia/ shall consist o1 APPROVED SHEET NO. the City Engineer, P p o/ California, Deportment to shall Standard directed by the City Engineer pre lamed strips o/ o durable, resilient compound. CITY OF BAKERSFIELD Plans D72 dr D74 and proles shall be type 24 in .� U 0 QRpFESS/pN� dW • pEAN Ry C F'L ' � REGISTERED Cl VIL !ENGINEER Q C 46803 * Exp. 6-30-15 Cl TY OF BAKERSFIELD J� �P 1501 TRUX TUN A VENUE cm OF`� qTF - CF BAKERSFIELD, CA 93301 CA��F C REVISIONS No. DA TE DESCRIP TION 1 / / JCU cured with o white pigmented curing 2 STANDARD DRAWN 3 CHECKED compound complying to section 90-7.OIB o1 the state RIM . 20' 3: 1y Bottom o/ Curb 1. All work shall con/am to the applicable sections of 6. Sidewalks shall be scored to a minimum depth of 0.125' (0 ) 0 I �Q �Q )� TYPE "Cw the specifications entitled "Standard SpeciricotionA (5mm) unless otherwise directed by the City Engineer. If �- ) 0 7, Concrete shall be cured with awhile -pigmented State o1 California, Department of Transportation' CH. curing compound complying to Section 90-7.OIB ELEVA TION approved current edition 9. New sidewalk construction in blocks with existing -O peon per,. 30• 60'(Ltkn) Ope„„g 60'(1.8") 60'(18m) qe,,;,g (Qpm NOTES: o/ the Standard Specifications sidewalk shall conform in dimension and location to 1 , 1. All work shall conform to the applicable sections o/ 10. Weakened plane ants or cold joints shall be constructed 2. Subgrode preparation shall be constructed true to those in place, or as directed by the City Engineer. 0' • ).0' 0.3m to T e A 2.0' (0.6m) for type 60 & GDO P p p 8. Expansion pint filler materia/ shall consist o/ rode and cross section, with compaction o/ 90% to 0 ( yP the Standard Specifications, Slate of California, Deportment at 15' interva/s Expansion joints shall be of each performed strips o1 o durable, resilient compound. Standard 9 P PROFILE PROFILE of Transportation' opproved current edition, and the side o/ structures and of ends of curb returns Sidewalk depth of 0.5' (0.15m). 10. Existing sidewalk shall be sowcut and removed at Combination the first scoring line at or beyond the planned pint. (n following general notes 9. All existing concrete curb, gutter, and sidewalk Sidewalk 50' (L5m) Mil. c 3. Concrete shall be Coss A' and shall hova o slump o Tvpe GO & GDO Inlet. Type A Catch Basin Grade Inlet and Catch Basin on Grode = in Grade Soo 11. Type B" curb and gutter is required on all Types of across the face of any proposed driveway shall 2. Subgrode preparation for Type A' B' and C" curbs streets unless another is expressly permitted b the 5.0' (1.5m) Min. between 2.5" (65mm) and 5.5' (140mm). The sur/oce 11. A permit for sidewalk construction and reconstruction � P y P y be sowcut and removed. � (n and gutters shall be constructed true to grade and cross City Engineer60' 3 shall be finished to grade and cross section with o Boot, shall accompany actual work. j 4.0' (1. I'm) section with compaction of 90% to o depth of 6.0" 0.5' (15mm) Mox o troweled smooth, and finished with o broom. f0. Existing minimum shall be sowcut and Cutter (015m) "`Sloe 12. Any variance in finish, cola, or material, from standard •N below the Subgrode 12. Type A'curb and gutter is permitted only where removed o minimum o12.0' (0.6m) from the P •c O NOTES: Round approved or required by the City Engineer. edge o1 the gutter except when the City Engineer 4, Concrete shall contain no additives unless prig approval will require opprolrol from the advisory agency. L 0.5'Mn. J. Concrete for curb and gutter shall be pass 3 is obtained from the Cit Engineer. a_ 1. D = gutter depression, it shall be 2.0" (50mm) la type Olt (1 J Gutter and shall be within 2.5' to 5.5" slump. hos approved the pouring o/ o new gutter against � y13. Transitions in sidewalk t es must be o roved b A and A-1 catch basins and J..0' (75mm) for other inlet Slope P 13. Type C' curb may be permitted by the City Engineer the exposed edge of the existing povement, 6.0" (0.15m) Ihidmess T,T }P PP y M types unless otherwise shown. only in Mobile Home Parks; and R -S -2.5A (Residential "' Slope: 0.25" (5mm) per LO' (300mm) 5. Concrete shall be cured with awhile -pigmented curing the City Engineer. 4. Timber forms shall be surfaced on the on the side placed Suburban Two -And -One -Half Acre Minimum Lot Size) Zone il. Pov>?ment patching shall conform to City compound complying to Section 90-7018 of the CH. = curb height D next to the concrete and shall not be less than 1.5' Standard Specifications FILENAME: ST-6REV N C.H. + D Limits =limits o/ filo/ depression in gutter. Standard ST -12. Section A -A DATE T -BRE thick offer being surfaced. 14. Permit /or curb and gutter construction shall accompany 2. Gutter depression shoe be doss B" P. CC 6.0" (o.i5m) actual work. 6. Weakened Plane Joints shall be installed at 15' (4.6m)5/2/99 (n thick.. ' 11-60' (1.&m) for iV# GDO 5. Top and face shall be troweled smooth, then given o 12. A permit /or driveway construction shall be STANDARD DRAWN C finol fine brush finish, obtained prior to start o/ any work. intervals and expansion pints at 60' (18.3m) intervals JCU 15. When constructing new curb and gutter, the existing Expansion pints shall be located each side o1 o structure CHECKED '3 3 GDO, CO, and GIX inlets may be used with approval M. SHAW pavement shall be sowcut o minimum of 2.0' from and at the end of curb returns. COMBINATION SCALE o/ the City£nginer. GDO, G0, and GOL inlets shall be Section A -A 6. Where existing curb and gutters ore to be rep/aced, new 13. Existing driveways maybe sowcut and SIDEWALK N.T.S. constructed, without steps, in conformance to the Stole the lip o/ the gutter or as directed by the City Engineer. widened on one side sub'ct to approval b P construction shall match existing construction unless otherwise p PP y 7. Expansion int filler materia/ shall consist o1 APPROVED SHEET NO. the City Engineer, P p o/ California, Deportment to shall Standard directed by the City Engineer pre lamed strips o/ o durable, resilient compound. CITY OF BAKERSFIELD Plans D72 dr D74 and proles shall be type 24 in .� U 0 conformance to standard plan 077-8 4. Deto#s for A.0 Pavement. When P.C.C. pavement FILENAME: D-17REV DATE 7. Concrete shall contain no additives unless nor approval P PP is obtained from the City Engineer. FILENAME: ST-1REV FILENAME: ST-5REV CALIFORNIA PUBLIC WORKS DEPARTMENT 31-0 CITY ENGINEER `- is used, corners shall be squared o/f. 6/2/99 STANDARD DRAWN 8. Concrete shall be STANDARD DATE 6/2/99 DATE 6/2/99 /j JCU cured with o white pigmented curing DRAWN STANDARD DRAWN 5. Expansion material a 2.0' (50mm) deep pint between CHECKED compound complying to section 90-7.OIB o1 the state CURBS & GUTTER JCU CHECKED JCU is box and wings GUTTER DEPRESSIONS M. SHAW stondord specifications "A", M. SHAW CHECKED � SCALE TYPES SCALE M. SHAW RESIDENTIAL DRIVE j 6. Grates only allowed with the approval o/ the City SHEET NO. N.T.S. 9. Existing sections o/ curb and gutter shot/ be sowcut at nBn , & Ill^„ N.T.S. SCALE NTS 0 APPROACH / I a Engineer. APPROVED APPROVED SHEET N0. the limits o/ the area to be reconstructed. APPROVED SHEET NO. CITY OF BAKERSFIELD % D-17 CITY CALIFORNIA BAKERSFIELD CALIFORNIAT-CITY OF BAKERSFIELD CALIFORCALIFORNIA ST -5 �175I CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER I PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CI TY S TA NDA 1 SDS A ND n2ETA I LO Cl T Y RECORD No. File Nome: Hoskin -Wide Drawn: S CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. Job No.: r3K204 Engineer: DP & NG Date: Sep. 30, 13 Checked By.- WIBLE ROAD TO HUGHES LANE 9 OF 17 0 1 2 3 L C L C C C L F F C C C �I a C C r( d C rf C n C r� L (L E C C C C O ii O 6 c O U .) O L_ a_ I (V 7- U) in C 3 O D U N O CL / c 0 III Coss A" Portland Note. PCC Slob not to be /o Cement Concrete. Color P,C,C, slob not to be poured until paving placed until Pavement paying is in lace. and finish to match Finish Grade is in place. Slob and lid to be 0.125" to P 9 P QF E S$ / Sowcut adjacent pavement. 0,25' (3mm to )mm) below new paving 2.0' (0. ft) Squae A.C. Paving QR O"V Existing+ Depth varies depending on the Edge Pick Hole Sowcut � pEAN R `F �, " " , ' , 1.0" 25mm streets Tioffic Index (Tl,). See tion/ ) Letters, „ � •�+ ° Pat/and Cement ( ) (� ) 0.25" (5mmJ Hign .� '" ' ` ' Concrete Bock6/l compacted to 959.> relative Table B" below `; ; 0.5 x 0.375" Diamond Mot, .E ; y • to p :P$ o gyp• compaction in roadway areas from 3.0' +Street N TABLE (12mm x 9mm) o a : ;>; REGISTERED Cl VI L EN GI NEER ''' � (0.9m) beyond bock o/ curb, excluding Zone �.`'•`" °••., < ®.°» ". �. � C 46803 � !0" all but the outer 1.0' (0.3m) of the TRAFFIC INDEX DEPTH 0 125 ( " 3mm) �� median areas, and in alleys, within _ € 3, 0 - 5, 0 1.2' (0, 3m) of �° ': ° . r' -;: 6.0 (Q ISm) Dia -• ' * Exp . 6 - 3 0 -15 Select Material the existing, accepted roadway 55-6.5 1.5' (0.45m) A M A X ONUMEN ' CITY OF BAKERSFIELD(requred) improvements 70- 80 20'(0,6m) J' P I I I I Backfill compacted to 90% relative 8.5 OR MORE 2.5' 0,75m � ;�' .' a 9 C 1 V 1 \- � ( ) 1501 TRUXTUN A VENUE TF O� :m 3 Buildin paper or compaction all other oleos c MTop ofonument �'•"° ,»° ", ms's`. Plasticin pints BAKERSFIELD, CA 93301 OF' CA OF Bockrill compacted to 90% BK II,=►►t=Boo -: �•.:..°r:. a:.. Bock/ill 'n p 0D relative compoclionREVISIONS Backlrl in pipe zone compacted 10 (0.25m) `` "° ° '*" PATCH IN CONCRETE SURFACE to 90%relative compaction. Upper limit of pipe zone shall be 1.0' (0,3m) 0.75' 20mm Letters Pipe Casing NO. DA TE Backlit/ materia/ within the pie .W Tobe A Sre Ta* i1 ( ) 12' 0.3m Dia DESCRIP TION PP above top o/ pipe bell or the outside diameter 0,125" (3mm) High 2,0' (0.6m) Square ( J zone to conform to notes 1, 2 ,& - of plain end pipe. PLAN and 3. ++ a Concrete Pod Ashpo/tic Point ++ For public utilities , construction Hounchin 12125" (Q3mJ SECTION THRU MONUMENT Binder Sowcut Ashpo/tic Point `` 9 0.016" (2mmJ 10°75" (0.27m) 0.625' (16mmJ Binder requirements os per the Public m r� �a 0.375" 1Ohim NO TES: Utilities Commission General Orders (� 9.875" (0.25mJ 0.75" (l9mmJ Existing Ashpo/t Pipe or conduit Concrete Pavement 6.0' (0.15mJP 1. All work shall conform to the applicable sections of the Bedding Moterid /or specifications entitled "Standard Spedricotions State of O " " 0 Flexible Pie os per 4. Testing of backfill materials sholl be in accordance with the Tf62 mJ California, Deportment o/ Transportation ; approved current Asphalt Concrete 1p" (Q,o) AS1M D 1321 tests listed in Section 6-3.01 of the Standard Spedricotions, 0.25" (6mmJ' (0.24mJ edition, and the following genera! notes: � 0 � £� 1" 000 � (or ASTM 01557, Method Ci for trench width greater than 1.0' (0,3m).Is NOTES: if trench width is less than 1.0' (0,3m), backfill with 2 sock slurry, 'goo• 2. Costings shall conform to the provisions of the specifications NO TES: 11 for grey -iron castings, serial designation ASTM, A48, class no. JOB ^ Goss If Aggregate Bose 1. BockR for Rigid Pipe. 5. Compaction tests will be required and sholl be the respons- 0°375' (10mm)5" (0,16m) �F 1. All workmanship and moferiols shall conform Bockfill moteriol within the pipe zone sholl be free of ibility of the Developer / Subdivider / Contractor. The number 3. All /fomes and covers shall be Tough, grey cost iron free O c to the requirements set forth in the Standard deleterious material and shall have o Sond Equivalent of not and location of the tests sholl be determined b the Cif Specificotions, State of California,Deportment y y 10,875' 0,2&n from warps, crocks, swells, and cold sheet, and shall have o less than 20 and shall conform to the following grading: Engineer lice tests shall be in accordance with the tests ( ) workmanlike finish. of Transportation', opproved current edition. Sieve Size Percentage passing 9 P 9 /fisted in Section 6-3.01 01 the Standard Speci6cotions, (or 2. SECTION A -A Sowcuts shot! be mode parallel or at right 3/4' (26mm) 100 ASTM D1557, Method C . 4. The seats of /romes and bearing faces of the covers shall be Backfill angles to the centerline o/ the street. R,C,E, No. 4 35-100 Stomp Disk with machined /or o smooth, non -rocking fit between the two costings No. 30 20-100 6, Each layer of bockrill materia/ shall meet the compaction, or L.S Number. PATCH /N ASPHALT CONCRETE SURFACE 3. Depth of select material if required, shall be This bockfill moteriol sholl be placed in not to exceed one sand equivalent and gradation requirements before the next 5 Costing sholl be thoroughly cleaned end dipped twice in o determined in the field by the engineer. foot (1.0' loose)(OJn) loyers simultaneously on each side of the !oyer is placed. Concave depression for preparation o/ ospho/t or cool tar and oil applied of 300° F 4. Patches less than 2.0' pipe in such o manner as not to damage or disturb the pipe on Surveying purposes to form a firm and tenacious seol, 0.4(O.ImJ Ashpolt edges o1 payment, or gutter shall from ha be extended existing patches its olignment and grade. Each /oyer shall be thoroughly comp- 7, for povement patches within paved areas, see standard ' LJ Concrete Surfacing Asphaltic Point Binder to include the intermediate isolated strip of acted by mechanical tomping. Bockfill moteriol sholl be drawing ST -12 in this design manual. 6. Concrete sholl contain no additives unless prior written opproval existing pavement properly compacted to springline prior to proceeding. Existing rood is obtained from the City Engineer, Dmixed sur/acing 5. Minimum patch width shall be 2.0' (0, 6m) at its 2. Bockfill for flexible pipe TABLE "A " 7. Concrete shall be cured with o while pigmented curing compound smallest dimension, unless otherwise allowed by Pipe and fittings shall be insto/led in occordonce with the j 0 O the city engineer current ASTM specification D-2321. Only Goss l and If Select Materia/ t embedment materials within the pipe zone will be considered (if required) O j 0 0 O 6. Reference standards ST -13 and ST -14 /a suitable. Within thepipe zone, water Goodin and )Wting shall compaction requirements 9 9 _= not be used for backfill compaction for flexible pipe. the 7. For patch in ospho/t concrete unless otherwise bedding and hounching shall be hand placed to the Spring line allowed by the city engineer• of the pipe and properly compacted, For sewer moins, Class / A. loco/ streets minimum 0.4' (0, lm) asphalt bedding is required for bedding and hounching. Core shall be Bockrill concrete over 0,5' (0,15m) Class 11 aggregate base token not to dislocate the pipe. The remaining backf!!l in the B. Arterio/ and collector streets minimum 0,7' (0,2m) J asphalt concrete over 1.0' (0.3m) Class 11 aggregate base. Pipe zone shall be hand placed and compacted in lifts not to - PA TCH IN ROAD MIXED SURFACE exceed 6,0" (0,15m) thickness Bockfill moteriol shall be properly compacted to springline prior to proceeding. The following shall a0,O/y a/yfor trench widths: PIPE WD TH IN GREATEST TAMPING CLASS I BEDDING DIMENSION e•- • - m - ; `. <.,e ° z ` 1 t <°• " ;; :.° f•: •<, • OR SLURRY 1.0'(0.3m) or less 1.0 (0.3m) wider 4.0" (75mm) wider both sides both sides 1.0'(0. JM) up 1.0 (0.3m) wider 6.0" (0.15m) wider to 2.0' 0,6m both sides both sides 2.0'(0.6m) or more 1.5(0.45m) wider 1.0(0.3m) wider both sides both sides 2.0' (SAnm) 0,125" (3mm) Disk shot/ be Leitz Disk and Stem to be No, 8134-13 or cost together o/ Bronze complying with section 90-7018 of the Standard Specifications 8. The surface sholl be finished to grade, troweled smooth, and given o light broom finish. 9. All concrete used sholl be Goss 'A* 10. The name o/ the manufacturing company sholl be on the underside of the cover, 11. Pipe cosing shall be 10" (0,25m) ID. steel A,B,S„ or as directed by the City Engineer J FILENAME: ST-12REV FILENAME: ST-13REV approved equal N - DATE 3, Bockfill moteriol above the pipe zone shall be free ~ FILENAME: ST-21REV STANDARD 6/2/99 of deleterious moteriol and lumps or stones exceeding DA's 6/2/99 � 438" x 2, 0" j ank J STANDARD DAA 6/2/ss DRAWN JCU 4.0" (75mm) in greatest dimension and shall be STANDARD DRAWN JCU llmm x 50mm DR""'" JCU CHECKED placed in not to exceed one foot (1.0' loose) (0.3m) TRENCH BACKFILL CHECKED M. SHAW PAVEMENT PATCHES SCALE layers and each !oyer sholl be thoroughly compactedM. SHAW CHECKED AND COMPACTION SURVEY M. SHAW 4 N.r.s. by mechanical tamping. AND SCALE REQUIREMENTS "TS MONUMENT N.T.S. APPROVED SHEET NO. APPROVED SHEET NO. . �Q4/pgyp� APPROVED SHEET NO. CITY OF BAKERSFIELD ST -12 CITY OF BAKERSFIELD (llmmJ _ CALIFORNIA ST -13 CITY OF BAKERSFIELD CALIFORNIA DOME HEAD D/SK DETAIL CALIFORNIA ST -21 CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT 4.0'(1. 40' (12mJ See standard Out/et drawing SW -6 16.25' (0,67m) 1.0' (0.3mJ 45' (L4mJ Mkr. Where incoming and outgoing ga,'. - /or frame and -. 2525" 064m sewers in o manhole vor in o cover details (' ) " ( J 0.75 ltkrim r[O 5 _;rm(Jsize, extend lower halves o/ ; . ° ' °'° -�- 1.5' (4pnmJ25" (15mm) :lW ' n;:, sewers 8.0' (0.2m) beyond a �i I � �f•f. � e > E s "" 4,�' inside of wolf and shoe P transition channel between ends of tower halves of pipes o ""--' She// 4 0' Dia (1.2mJ qo j ' �- c „ e•- • - m - ; `. <.,e ° z ` 1 t <°• " ;; :.° f•: •<, • ine upper portions or incoming and outgoing sewers shall be removed and the broken edges 9 sholl be plastered smooth with -.- 1.375' ( ) See Detail A" (3.0' J E 35mm 75mm o I o ."' : ',�•: Shell :m •• .a,• , cement mortar. } 10" (0.25mJ T _ I4Eios. Aa" A ` �:::.. " .° Geor Opening L 0.5" (L3mmJ rp " Where incoming and outgoing °a r r ° �;Cori"ere.:, . �•• :s °.,>° 20' (0.6m) r. 17 (0,43m) Co/ici t ' 9 sewers in o monhole ore o/ o E pea Opening E the some diameter, the lop 32,5" (0.8TrnJ o SECTION B -B hall o/ pipe shall only be �' removed between walls and In/et g'® : 4.0' Dia I the broken edges shall be (1.2m) SECTION A -A plastered smooth with e I x cement mortar. PLAN AT BOTTOM TOP WEW Note.- P,C.C, slob not to be PLAN A T SURFACE � ' 0.5' (15mm) poured until paving is in place. 1.0 (25mm) pattern • ° ° a t'' letters 0.125 (3mm) See note 11. P.C.C. slob tial to be poured until l.5" (40mm) self high 12mm) poang is in place. Slob and !id (12mm) draining blind pick 10" (25mm) Dia, to be 0.125" to 0.25' (3mm to 6mmJ 2.0" (50mm) poftern below new finished poving. p 'd hole letters, 0.125" (3mm) center hole 2.0" Min. c '� (50mm)' 8.0' Min. T _ w high B B (0,2m) "' �o A A NOTES: o E SECTION SEWER A N Notch !id to See note il. o 2.1 Mortar, 1. All work shall conform to the opplicob/e sections o/ the 2.• i Mortar, And pick hole Dry Pocked specifications entitled 'Standard Specificolions, State of ® 2.0 Dia Dry Pocked 2.0' Min. California, Deportment of Transportation' opproved a ``�' ' & current edition. (QJ 1,0" (25mm) pattern m 0625'(15mm)potters ..(25mm) pattern letters, 0.125" 3mm letters, 0,125 (5mm) letters 0,125 (3mm) o NO TES: ( ) high. Location for high 2. All unlined manhole pints sholl be filled with Kent high MANHOLE CLEANOUT • sea/ or approved block mastic equal. Inside o/ manholes r 1. All work shall conform to the opplicob/e sections country of origin must be mortared and neatly raked or wiped on inside ° • ° of the specifications entitled "Standard Specifications of pipe. Stole of Californio, Deportment of Tronsportotion ; approved current edition • NO TES.' 3. Pre cost reinforced manhole sections sholl be constructed Pipe in accordance with the provisions of AS1M C-47$ Diameter 2 Mortar shall consist of one port Portland Cement I. All frames and covers shall be tested /or accuracy 1/32" (lmm) Varies of fit and sholl be marked in sets prior to delivery, current edition, and two ports o/ clan, well graded sand. Machined 40 Die. (1. J 3, Joints shall be filled with mortar and neat/y cleaned 2 The seats of frames and bearing faces o/ the covers 4, Al! sewer manholes shot/ be lined with "T -Lock" or shall be machined for a smooth non -rocking fit between 10.5" (0,27m) approved equo% " M, s or wiped on inside of pipe the two costings. Toper 40 Dia ::,, * • c • (1.2m) 5. Concrete pod shall be cured with o white pigmented 4. Pre cost reinforced mCover onho% sections shall be curing compound as per section 90-7.018 of the standard ' constructed in occordonce with the provisions of 3. Costings shall be thorough/y cleaned and dipped twice specifcotions v ASTM C-478, current edition, in o quick -drying, jet -block asphaltic compound to Frame provide a protective tooting. Shelf slope is 8.33% 6. See standard drawing SW -6 /or /rome, cover, and 5. Eccentric side should be installed in the upstream DE TAIL "A " drop manhole details direction of the main line whenever possible or as 4 All /romes and covers shall be gray cost iron, free directed by the City Engineer from worps crocks holes swells and cold -shot, and 7. Al/ channels shall be smooth finished with steel trowel o shall have o workmanlike finish. Highway loading should 9, The 20" (50mm) pattern letters on the manhole covers 4, 0' Min. `:.a°r :g' • Shell sholl be broom finished /or slip resistance. �' �"�. :0' ? a 6. All transitions between pipe inverts shall be o be HS 20-44, shall hole one o/ the following designations DRA/N or SEWER (0, lm) R, eR o°m l #e P'aQ b smooth wrapped surface. 5. Costing shall conform to the provisions of the specifications 10. Assembly shall be designed for highway loading of HS 20-44. A. y 9 c a ° C4oss`� Ab' :: on castings, /or gray-ir serial designation ASTM,• A-48 ;` C®neieg: ;R_ h: ; .. _ ; ,. $ ; ; 6 A • �. ' (latest revision), Class No. 3DB. FILENAME: SW-2REV 11. 2.0" x 1.0" (50mm x 25mm) diamond mot 0125" (5mm) deep. se ,• DATE 'pOnC, FILENAME: SW-4REV FILENAME: SW-6REV We 6/2/99 DATE 6. The some of the manufacturing company shall be P y ` STANDARD DRAWN 567' (1.7m) STANDARD DRAWNCU 5/2/99 on the underside o/ the cover. DATE 6/2/99 4JCU 69' (1.43m) CHECKED STANDARD DRAWN JCU M. SHAW MANHOLE SECTION CHECKED 7. Manhole frome shot/ weigh not less than 120 lbs FRAMES AND MANHOLE SCALE M. SHAW 9 CHECKED MANHOLE 54k nor more than 250 lbs. 113k The cover M. SHAW TYPE "A" N.T.S. SCALE ( 9J ( 9)• COVERS FOR SCALE Special /+ APPROVED SHEET No. TYPE B N•T.S. shall weigh not less than 120 lbs 54k nor more Aggregate SEC TION APPROVED SHEET NO. than 2OO lbs (91kg) ( g) APPROVED MANHOLES & CLEAN OU TS N.SHEET NO.T S Calcareous CITY OF BAKERSFIELD CITY OF BAKERSFIELD 1 (Calcareous) SW -2 CITY OF BAKERSFIELD SW -4 CALIFORNIA CALIFORNIA 8. Manhole covers shall hove o self draining blind pick CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT SW -6 CITY ENGINEER DEPARTMENT Litt ENGINEER PUBLIC WORKS DEPARTMENT PUBLIC WORKS hole unless otherwise approved by the City Engineer. CITY S rA NDA 1 SDS ANO 0E7 A /L 5 Cl T Y RECORD No. CITY OF BAKERSFIELDFile Name Hosking -Wide Drawn: S HOSKING AVENUE WIDENING & RELATED IMPRO VEMENTS SHEET NO. , CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 En gin eer: DP & NG Date: Sep. 30, 13 Checked By: WIBLE ROAD TO HUGHES LANE 10 OF 77 0 'I 2 3 ,A F L a� N Q N U) II STANDARDDRAWN 0 2" (Slcm) GALVANIZED STEEL PIPE _0C GEG .3 STREET SIGN 0 6• (150mm) POST TYPE SCALE NTS Cy) VANDAL PROOF SHEET N0. 3 FASTENER 18 (45&nm) CONCRETE CALIFORNIA T-1 CITY ENGINEERPUBLIC WORKS DEPARTMENT CALIFORNIA APPROVED SHEET NO. CITY OF BAKERSRELD CALIFORNIA C PUBLIC WORKS DEPARTMENT Y CITY ENGINEER 0 0 O I- DIE CAST ALUM/NUM a_W SOCKET HEAD SET SCREWS II U N O L i a, DETAIL OF FITTINGS C FOR PIPE MOUNTINGS 3 L ri 13.35' to 9' / 1 " MAX. P. G.L: ELEV. = 355. 1/2" Rod. Typ. ° 1 /o I . 6" -I 2" MIN. 5.5' 2" MIN. 14 REBAR @ 12 0. C. GRADE A T A LEVEL PLANE 0.00' to 3.86' to 2.95' to 0.00' 2" MIN. 14 REBAR 1% 3 O i 0.36 MIN. °� °°i�°°° �°i'°i ° �° �° i °i °i°0 2% 0.69' MAX. #4 REBAR @ 12 0. C. 1• 14 REBAR 2" MIN. 1' to 9.9' 2" MIN. 2' RETAINING WALL DETAIL STA. 25+49.24 TO STA. 26+08.64 NOT TO SCALE OFFSET SIGN TO LOT L/NE CLOSEST TO ALIGNMENT OF LOT LINE II I CENTERLINE OF INTERSECTING STREET f II I I PROPERTY LINE -�--- -- J --------I----------}------- .............. w I II I ill i it I 1 L1PNR TYPICAL LOCATION PLAN FOR INSTALLATION OF STREET SIGN POSTS ' E F AVE.h Izz- -THIRD E � ~g 000 *TA H 24 DIRECAAN ARROW OPTIONAL E (0.6 m) N PLATE DETAIL OF SIGN PLATE NO TES: SIGNS PROVIDED SHALL BE ACCOMPANIED BY A CERTIFICATE TO SHOW COMPLIANCE TO CITY STANDARD. SIGN PLA IES TO BE MADE OF 0.125" (J..18mm) ALUM/NUM PLATE, CUT TO DIMENSIONS SPECIFIED. PLATES SHALL HAVE ENG/NEER/NG GRADE FULLY REFLECTOR/ZED FINISH, GREEN BACKGROUND WITH SILVER COPY ON BOAT SIDES or as approved by the City Engineer. FORMAT SHALL BE HAW/NS-HAWK/NS CO., INC. SM -C12 OR PR/OR APPROVED EQUAL IN WRITING. ' SIGNS FACING TRAFFIC ON LOCAL AND LOCAL COLLECTOR STREETS SHALL BE STANDARD SIZE AS SHOW. SIGNS FAC1, TRAFF/C ON A TER/AL AND CQL ECTORS SHALL BE METRO SIZE (30 �767cm) x 8" �0.3cm)� W1TI1 5 I(12.7cm) CAPS 0 IN FOR PLATES SHALL BE HAWK/NS-HAWKIN CO., INC. VANDAL -PROOF HD)) VP go. CROS 1 CE V14F-(HDA VP -105 (90 AND PIPE CAP 4F-(HD)VP-107r2CCF TO FIT A 2 (5.lcmJ /D PE OR APPROVED EQUAL. INSTALL TWO 5/16"x3 112" (7.9mmx88.9mm� BOLTS THROUGH PIPE CAP AND PIPE. PEEN DO OF BOt T SO NUT IS TAMP R-PRfOOF) 11(112 7 m) VANDAL O NAL OR RIOR APP OV£D EOUADL �SHALLPBKNURLED U ED D HEAD, FOR DETAILS OF SIGN POST MOUNTING, SEE CITY STANDARD T-2. T-01.DWG STANDARDDRAWN DATE 07/97 2" (Slcm) GALVANIZED STEEL PIPE C GEG .3 STREET SIGN 0 6• (150mm) POST TYPE SCALE NTS APPROVED •. 6"xh.0(15OMm x 6mm) ROTO U N O L i a, DETAIL OF FITTINGS C FOR PIPE MOUNTINGS 3 L ri 13.35' to 9' / 1 " MAX. P. G.L: ELEV. = 355. 1/2" Rod. Typ. ° 1 /o I . 6" -I 2" MIN. 5.5' 2" MIN. 14 REBAR @ 12 0. C. GRADE A T A LEVEL PLANE 0.00' to 3.86' to 2.95' to 0.00' 2" MIN. 14 REBAR 1% 3 O i 0.36 MIN. °� °°i�°°° �°i'°i ° �° �° i °i °i°0 2% 0.69' MAX. #4 REBAR @ 12 0. C. 1• 14 REBAR 2" MIN. 1' to 9.9' 2" MIN. 2' RETAINING WALL DETAIL STA. 25+49.24 TO STA. 26+08.64 NOT TO SCALE OFFSET SIGN TO LOT L/NE CLOSEST TO ALIGNMENT OF LOT LINE II I CENTERLINE OF INTERSECTING STREET f II I I PROPERTY LINE -�--- -- J --------I----------}------- .............. w I II I ill i it I 1 L1PNR TYPICAL LOCATION PLAN FOR INSTALLATION OF STREET SIGN POSTS ' E F AVE.h Izz- -THIRD E � ~g 000 *TA H 24 DIRECAAN ARROW OPTIONAL E (0.6 m) N PLATE DETAIL OF SIGN PLATE NO TES: SIGNS PROVIDED SHALL BE ACCOMPANIED BY A CERTIFICATE TO SHOW COMPLIANCE TO CITY STANDARD. SIGN PLA IES TO BE MADE OF 0.125" (J..18mm) ALUM/NUM PLATE, CUT TO DIMENSIONS SPECIFIED. PLATES SHALL HAVE ENG/NEER/NG GRADE FULLY REFLECTOR/ZED FINISH, GREEN BACKGROUND WITH SILVER COPY ON BOAT SIDES or as approved by the City Engineer. FORMAT SHALL BE HAW/NS-HAWK/NS CO., INC. SM -C12 OR PR/OR APPROVED EQUAL IN WRITING. ' SIGNS FACING TRAFFIC ON LOCAL AND LOCAL COLLECTOR STREETS SHALL BE STANDARD SIZE AS SHOW. SIGNS FAC1, TRAFF/C ON A TER/AL AND CQL ECTORS SHALL BE METRO SIZE (30 �767cm) x 8" �0.3cm)� W1TI1 5 I(12.7cm) CAPS 0 IN FOR PLATES SHALL BE HAWK/NS-HAWKIN CO., INC. VANDAL -PROOF HD)) VP go. CROS 1 CE V14F-(HDA VP -105 (90 AND PIPE CAP 4F-(HD)VP-107r2CCF TO FIT A 2 (5.lcmJ /D PE OR APPROVED EQUAL. INSTALL TWO 5/16"x3 112" (7.9mmx88.9mm� BOLTS THROUGH PIPE CAP AND PIPE. PEEN DO OF BOt T SO NUT IS TAMP R-PRfOOF) 11(112 7 m) VANDAL O NAL OR RIOR APP OV£D EOUADL �SHALLPBKNURLED U ED D HEAD, FOR DETAILS OF SIGN POST MOUNTING, SEE CITY STANDARD T-2. T-01.DWG ALTERNATE LOCATION TO BE USED #HEN THE SIDEWALK EXTENDS FROM THE CURB TO THE PROPERTY LINE, PARACULARL Y IN COMMERCIAL AREAS A MINIMUM OF 4'(1.2m) CLEARANCE IS REQUIRED FROM BACK or SIDEWALK TO EDGE OF SIGN POST. 2'0" 0 v CREATE A BEVELED CONSTRUCT/ON JOINT EVERY 4' _7 N rl�Kp \ SEE BEVEL DETAIL CFACE OF RETAINING WALL BOTTOM OF RETAINING WALL SIDEWALK TOP OF RETAINING WALL CREATE A BEVELED CONSTRUCTION JOINT EVERY 4' BACK OF RETAINING WALL TOP OF RETAINING WALL 6" MIN. 3' MAX. 6" SEE BEVEL DETAIL FACE OF RETAINING WALL ^pYyyJya".. �h a 2" RETAINING WALL JO/NT DETAIL BEVEL DETAIL NOT TO SCALE STA. 25+49.24 TO STA. 26+08.64 NOT 70 SCALE WHEN PLACED IN EXISTING SWWALK, SIDEWALK ShALL BE CORE DRILLED. STANDARDDRAWN DATE 07/97 2" (Slcm) GALVANIZED STEEL PIPE GEG DATE 07/97 STREET SIGN CHECKED BJD 6• (150mm) POST TYPE SCALE NTS APPROVED •. 6"xh.0(15OMm x 6mm) ROTO SHEET N0. CITY OF BAKERSFIELD 18 (45&nm) CONCRETE CALIFORNIA T-1 CITY ENGINEERPUBLIC WORKS DEPARTMENT CALIFORNIA APPROVED ALTERNATE LOCATION TO BE USED #HEN THE SIDEWALK EXTENDS FROM THE CURB TO THE PROPERTY LINE, PARACULARL Y IN COMMERCIAL AREAS A MINIMUM OF 4'(1.2m) CLEARANCE IS REQUIRED FROM BACK or SIDEWALK TO EDGE OF SIGN POST. 2'0" 0 v CREATE A BEVELED CONSTRUCT/ON JOINT EVERY 4' _7 N rl�Kp \ SEE BEVEL DETAIL CFACE OF RETAINING WALL BOTTOM OF RETAINING WALL SIDEWALK TOP OF RETAINING WALL CREATE A BEVELED CONSTRUCTION JOINT EVERY 4' BACK OF RETAINING WALL TOP OF RETAINING WALL 6" MIN. 3' MAX. 6" SEE BEVEL DETAIL FACE OF RETAINING WALL ^pYyyJya".. �h a 2" RETAINING WALL JO/NT DETAIL BEVEL DETAIL NOT TO SCALE STA. 25+49.24 TO STA. 26+08.64 NOT 70 SCALE WHEN PLACED IN EXISTING SWWALK, SIDEWALK ShALL BE CORE DRILLED. SIZE OF SIGN PANELS SHALL BE ASSUMED AS STANDARD DENOTED /N THE CAL TRANS TRAFFIC MANUALS UNLESS OTHER SIZE /S SPECIFIED ELSEWHERE. 999 PANEL RMECANTY WARES STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- H/GH INTENSITY GRADE MOIAIM RFOU RfIIENTS SIGN PANELS SHALL BE MOUNTED W hY HAW INS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. SIGNS MOUNTED ON SIGNAL OR OTHER POLES SHALL BE ATTACHED WITH STAINLESS STEEL STRAPS AND HAW INS M2G SERIES BOL T AND VANDAL PROOF NUT ASSEMBL Y OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOLT MORE THAN 1116" (1.5mm). TOP OF POST IS TO BE BELOW TOP OF SIGN PANEL BY NO MORE THAN 1.5" (J.8 cm). CITY OF BAKERSFIELD, CALIFORNIA RAO OR BOLT THRU DRILLED H 001 BLOT VETAI LOW DENSTY RESIDENTIAL DRIVEWAYS GRADE BREAK IOX GRADE BREAK 15X MAX MAX. FOR CREST FOR SAG CHANGE CHANGE /N SLOPE IN SLOPE (WITHOUT VERTICAL (WITHOUT WfRTICAL CURVE) CURVE) O O HORIZONTAL OX MIN. GRADE ONLY WHERE SHOWN ON DRIVEWAY DETAILS 3% M/N. GRADE 15% MAX. GRADE BACK OF DR/VE.APPROACH 10' (3m) MIN. HIGH DENSITY RESIDENTIAL & COIIAI£RCIAL DRIVEWAYS GRADE BREAK 89 s MAX. CHANGE /N SLOPE GRADE BREAK WITHOUT VERA BACK OF DR/VE APPROACH s DRIVEWAY GRADES NOT TO EXCEED 8% TYPE B.SS T-02.DWG 2" (Slcm) GALVANIZED STEEL PIPE AS PER AMERICAN FENCE CO. DATE 07/97 .NIL 6• (150mm) DRAWN GEG BAO( Of SIDEWALK CHECKED BJD •. 6"xh.0(15OMm x 6mm) ROTO ::_�•: OR BOY T CAST INTO 18 (45&nm) CONCRETE CLASS '8" P.CC �- 8"(200mm) MIN SIZE OF SIGN PANELS SHALL BE ASSUMED AS STANDARD DENOTED /N THE CAL TRANS TRAFFIC MANUALS UNLESS OTHER SIZE /S SPECIFIED ELSEWHERE. 999 PANEL RMECANTY WARES STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- H/GH INTENSITY GRADE MOIAIM RFOU RfIIENTS SIGN PANELS SHALL BE MOUNTED W hY HAW INS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. SIGNS MOUNTED ON SIGNAL OR OTHER POLES SHALL BE ATTACHED WITH STAINLESS STEEL STRAPS AND HAW INS M2G SERIES BOL T AND VANDAL PROOF NUT ASSEMBL Y OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOLT MORE THAN 1116" (1.5mm). TOP OF POST IS TO BE BELOW TOP OF SIGN PANEL BY NO MORE THAN 1.5" (J.8 cm). CITY OF BAKERSFIELD, CALIFORNIA RAO OR BOLT THRU DRILLED H 001 BLOT VETAI LOW DENSTY RESIDENTIAL DRIVEWAYS GRADE BREAK IOX GRADE BREAK 15X MAX MAX. FOR CREST FOR SAG CHANGE CHANGE /N SLOPE IN SLOPE (WITHOUT VERTICAL (WITHOUT WfRTICAL CURVE) CURVE) O O HORIZONTAL OX MIN. GRADE ONLY WHERE SHOWN ON DRIVEWAY DETAILS 3% M/N. GRADE 15% MAX. GRADE BACK OF DR/VE.APPROACH 10' (3m) MIN. HIGH DENSITY RESIDENTIAL & COIIAI£RCIAL DRIVEWAYS GRADE BREAK 89 s MAX. CHANGE /N SLOPE GRADE BREAK WITHOUT VERA BACK OF DR/VE APPROACH s DRIVEWAY GRADES NOT TO EXCEED 8% PUBLIC WORKS DEPARTMENT ( CAL CURVE) OO HORIZONTAL $i 9a 6Z M/N. GRADE 10'(.3m) MIN. T-25.DWG STANDARD T-02.DWG STANDARD DATE 07/97 DRIVEWAY GRADES DRAWN GEG CHECKED BJD MISCELLANEOUS SIGN DETAIL SCALE SHEET NO.TS CITY OF BAKERSFIELD NTS CALIFORNIA APPROVED SHEET NO. CITY OF BAKERSRELD CALIFORNIA PUBLIC WORKS DEPARTMENT T-2 CITY ENGINEER PUBLIC WORKS DEPARTMENT ( CAL CURVE) OO HORIZONTAL $i 9a 6Z M/N. GRADE 10'(.3m) MIN. T-25.DWG File Nome: Hoskin - Wide Drawn: S Job No.: T3K204 Engineer: DP & NG Date: Sep. 30, 13 Checked By: QROFESS/0N ID AN R q� REGISTERED Cl VIL_ENGINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE qTF C/VIS BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCR/P TION 1 / / 2 / / 3 / / 2.5' 2.5' PA VEMENT MARKINGS (WHITE) PER STANDARD i PLAN A24A 0 PA VEMEN T MARKINGS (WHITE) PER STANDARD PLAN A24C 3.33' DETAIL 39 BIKE LANE PAVEMENT NT MARK/NG DETAIL NOT TO SCALE CITY ST�►NDARDS AND DETAILS CITY RECORD No. HOSKING AVENUE WIDEN/NG &RELATED IMPROVEMENTS WIBLE ROAD TO HUGHES LANE S �p SHEE T NO. 11 OF 17 3 STANDARD DATE 07/97 DRAWN GEG DRIVEWAY GRADES SCALEDBJD SCALE APPROVED SHEET NO.TS CITY OF BAKERSFIELD CALIFORNIA T- 25 File Nome: Hoskin - Wide Drawn: S Job No.: T3K204 Engineer: DP & NG Date: Sep. 30, 13 Checked By: QROFESS/0N ID AN R q� REGISTERED Cl VIL_ENGINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE qTF C/VIS BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCR/P TION 1 / / 2 / / 3 / / 2.5' 2.5' PA VEMENT MARKINGS (WHITE) PER STANDARD i PLAN A24A 0 PA VEMEN T MARKINGS (WHITE) PER STANDARD PLAN A24C 3.33' DETAIL 39 BIKE LANE PAVEMENT NT MARK/NG DETAIL NOT TO SCALE CITY ST�►NDARDS AND DETAILS CITY RECORD No. HOSKING AVENUE WIDEN/NG &RELATED IMPROVEMENTS WIBLE ROAD TO HUGHES LANE S �p SHEE T NO. 11 OF 17 3 LLJ O J W z Q U7 m 0 w r- O J 0 Ii 3 a� I 0 V) U O a. I N i co c .3 a 0 U N O L_ / V) m C a 0 / Al %I I MAM VIM _#f M� t ..__.... SOUTH SUMP EXISTING STORY 7�... DRAIN PIPE f'E1Z1.M SUMP LOCATION MAP NOT TO SCALE LEGEND CLASS No. 3, METHOD B PLACEMENT OF ROCK SLOPE PROTECTION IN, CONFORMANCE WITH SECTION 72-2 "ROCK SLOPE PROTECTION" OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. E l Si EXISTING STORM DRAIN P/PE EXISTING OUTLET 1-40- A I f+ ►� - 2' (TYP.) ---� A PLAN VIEW SECTION A—A ROCK SLOPE PROTECT/ON DETAIL Cvlc`r/Al/n rnn nc cliuin EXISTING TOP OF SUMP LAl,P1 Vhf IL UVI IVM IV HIV LLL VM IMV Lir .)'tl.UU NORTH SUMP EXCA VA T/ON DETAIL NOT TO SCALE EXTEND RAMP - A T 159' MAX. EXISTING BOTTOM ELEVATION VARIES FROM 339.13 TO 340.60-J EXCA VA TE BOTTOM TO AN ELEVA TION OF 339.0 SOUTH SUMP EXCA VA T/ON DETAIL NOT TO SCALE OUTLET STRUCTURE NOT TO SCALE QRpFESSIONq �c`O pEAN ,Q F REGISTERED CIVIL ENGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD J� qTF �P 1501 TRUXTUN AVENUE CIV��' p�� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION Sl1( 471 / / S UMP EXCA VA TION Dom' iA IL O Cl T Y RECORD W. File Name. Hoskin g -Wide Drawn: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: DP & AR Date: Sep. 30, 13 Checked By WIBLE ROAD TO HUGHES LANE SHEET NO. 12 OF 17 ._.. i 7 I ?s E . LL... HILLS. .......�._:.. _T£ . � 3 ate.....................�......._. F E i .............. i..,._.. -.,.e �..�... __. ,., ,. J....,......... i I %I I MAM VIM _#f M� t ..__.... SOUTH SUMP EXISTING STORY 7�... DRAIN PIPE f'E1Z1.M SUMP LOCATION MAP NOT TO SCALE LEGEND CLASS No. 3, METHOD B PLACEMENT OF ROCK SLOPE PROTECTION IN, CONFORMANCE WITH SECTION 72-2 "ROCK SLOPE PROTECTION" OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. E l Si EXISTING STORM DRAIN P/PE EXISTING OUTLET 1-40- A I f+ ►� - 2' (TYP.) ---� A PLAN VIEW SECTION A—A ROCK SLOPE PROTECT/ON DETAIL Cvlc`r/Al/n rnn nc cliuin EXISTING TOP OF SUMP LAl,P1 Vhf IL UVI IVM IV HIV LLL VM IMV Lir .)'tl.UU NORTH SUMP EXCA VA T/ON DETAIL NOT TO SCALE EXTEND RAMP - A T 159' MAX. EXISTING BOTTOM ELEVATION VARIES FROM 339.13 TO 340.60-J EXCA VA TE BOTTOM TO AN ELEVA TION OF 339.0 SOUTH SUMP EXCA VA T/ON DETAIL NOT TO SCALE OUTLET STRUCTURE NOT TO SCALE QRpFESSIONq �c`O pEAN ,Q F REGISTERED CIVIL ENGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD J� qTF �P 1501 TRUXTUN AVENUE CIV��' p�� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION Sl1( 471 / / S UMP EXCA VA TION Dom' iA IL O Cl T Y RECORD W. File Name. Hoskin g -Wide Drawn: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: DP & AR Date: Sep. 30, 13 Checked By WIBLE ROAD TO HUGHES LANE SHEET NO. 12 OF 17 w 0 J w z Q m 0 w F- F- 0 - F - 0 J m 0 I I L! /1 jef—'111 L-00 / A I o4- h _ Q8 WATER y METER W (j 28 Z ca uj SAWCUT LINE 0') I3 a� 4 oZ y o co M y a� o W (a Z; N W W 0 0 1 W &E ♦�r - PR OH STA: 25+45-22.00' RT 476 SF BEGIN COLD PLANE E...., .._...... ................... T ...,,,......., ,A � MEDIAN 1080 SF 1O 80 SF ISLANDS 1O 80 SF �-; Jill R W� I ESI AVENUE CAPITAINV PR/VE STA: 32+22N1.00' c r GRANITE' PEAK 5TREET SAWCUT ANGLE POINT I STA: 32+22-22.00' RT 2 I SAWCUT ANGLE POINT 1 210 SF (GORE AREA) n .;,27 SF-, 362 SF U UTILITY POLE LEGEND W �- OZ SD .._. 2 SAWCUT LINE Q ~ m uj Lu ---_ - —t' -F aRnc�..f•ranow�»rnn. ....��� O .. �m -EXISTING EDGE W OF. PA VEMEN T v� SCALE: 1 " = 40' I 'UT AlA3 4' HIGH CONTRACTOR SHALL COLD PLANE EXISTING ASPHALT ``''= C ;.... . ;;.;...... , ,,.; ONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT : CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT WHERE INDICATED ON THE PLANS, •z .:.:.:..:::.: ;'; ,.:;;.:.:"::. CONCRETE PAVEMENT WHERE INDICATED ON THE PLANS, AND c CONCRETE AND PORTLAND CEMENT CONCRETE DRIVEWAYS AND PER THE SPECIAL PROVISIONS "COLD PLANE ASPHALT '••'•' "••'•�°•��•jj•j�•��•i� PER THE SPECIAL PROVISIONS "SAWCUT ASPHALT CONCRETE WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL CONCRETE PAVEMENT". PAVEMENT" & "EARTHWORK". PROVISIONS "SAWCUT ASPHALT CONCRETE PAVEMENT", "EARTHWORK", AND "REMOVE CONCRETE". CITY OF BAKERSFIELD, CALIFORNIA HUGHES File Nome.• Hoskin -Wide PUBLIC WORKS DEPARTMENT Job No.: T3K204 Date: Sep, 30, 13 LANE Drawn: S Engineer. S Checked By: QRpFESS/ON pEAN REGISTERED CIVIL', ENGINEER C 46803 * Exp.6-30-15 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE '9TF cm BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION lo.1 ( t0/lq/Pt3 REVE5M WrnA ADDENDUM go.1 N.a I'S -47v,,4 1 / / DEMOLITION NOTES 10 CONTRACTOR SHALL REMOVE EXISTING 3' HIGH BLOCK WALL WITH 2 x2 x5' PILLARS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION" D CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PA VEMENT WHERE INDICA TED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "SAWCUT ASPHALT CONCRETE PAVEMENT" & "EARTHWORK" ❑3 CONTRACTOR SHALL REMOVE EXISTING CHAIN LINK FENCE WHERE INDICA TED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "REMOVE CHAIN LINK FENCING" ® CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHAL T CONCRETE DRI VE WA Y ENTRANCES WHERE INDICA TED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "SAWCUT ASPHALT CONCRETE PAVEMENT" & "EAR THWORK" M CON TRA C TOR SHALL REL OCA TE MAILBOXES WHERE INDICA TED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "RESET MAILBOX" CONTRACTOR SHALL COORDINA TE THE NEW LOCA TION OF THE MAILBOX WITH EACH PROPERTY OWNER. © CONTRACTOR SHALL REMOVE ALL EXISTING TREES AND SHRUBS IN THE RIGHT OF WA Y AND AS INDICA TED ON THE PLANS, AND PER SPECIAL PROVISIONS "REMOVE TREES AND SHRUBS". E7 PROTECT IN PLACE. ANY DAMAGE TO ITEMS INDICATED BY THIS NOTE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 8 UTILITY FACILITIES TO BE ADJUSTED AND/OR RELOCATED BY OTHERS F9 CON TRA C TOR SHALL REL OCA TE EXISTING HOSE BIBS WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "MODIFY IRRIGATION" 10 CONTRACTOR SHALL REMOVE EXISTING DEADMAN ANCHORS WHERE INDICA TED ON THE PLANS,. 11 CONTRACTOR SHALL REMOVE EXISTING SURFACE MOUNTED CHANNELIZERS WHERE INDICATED ON THE PL ANS, . 12 CARPORT TO BE REMOVED BY PROPERTY OWNER. 13 CONTRACTOR SHALL REMOVE EXISTING WOOD FENCING WHERE INDICA TED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION" 14 CONTRACTOR SHALL RELOCATE EXISTING CHAIN LINK FENCE WHERE INDICA TED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "MODIFY CHAIN LINK FENCING" 15 CONTRACTOR SHALL REMOVE EXISTING FENCE WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "DEMOLITION" 16 CONTRACTOR SHALL REMOVE EXISTING PORTLAND CEMENT CONCRETE DRIVEWAY, SIDEWALK, V -GUTTER, AND/OR CURBING WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "REMOVE CONCRETE" 17 CONTRACTOR SHALL REMOVE EXISTING LAWN AND MODIFY EXISTING IRRIGATION SYSTEM WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "REMOVE EXISTING LAWN (SOD) FOR WIDENING" & "MODIFY IRRIGATION SYSTEM" 18 CONTRACTOR SHALL COLD PLANE EXISTING ASPHAL T CONCRETE PAVEMENT WHERE INDICATED ON THE PLANS, AND PER THE SPECIAL PROVISIONS "COLD PLANE ASPHALT CONCRETE PAVEMENT" 19 CONTRACTOR SHALL REMOVE EXISTING CHANNELIZERS WHERE INDICATED ON THE PLANS. 20 LIMI TS OF FENCE REMOVAL FOR ALL FENCING THA T IS PERPENDICULR TO STREET RIGHT OF WA Y IS THE RIGHT OF WA Y LINE. AVENUE- �.j - l /s� DEMOLITION PLAN arr REcoRo Na HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET No. W/BLE ROAD TO HUGHES LANE 1 73 OF 17 O 1 2 3 — — . ............. __ STA. 20+00 CENTERLINE INTERSECTIO HOSKING AVENUE A T__ W/BLE ROAD 0 I I HOSKING MOLE ROAD T.-. L ®�t® m 6 W OLE T ROAD STA. 22+07-34.00' L T JBI1 CONSTRUCT JUNCUON BOX PER JUNCTION BO DETAIL STA. 24+98.00 ON SHEET 11 BENCHMARK; AND Ht2l o- S� __ ' PLAN VIEW CENTERLINE INTERSECTION STA. 26+19.72-48.00' RT R/W HOSKING A VENUE A T CEN TER OF 28' WIDE DRI VE P.P. CAP/TAN DRIVE, APPROACH, SEE DETAIL MON. ELEV. = 355.51 ---m--�--�... "DWI " ON SHEET 5. T —i— .. 24— (BASIS OF BEARING) — �® SOUTH 89'1' 33" EAST STA. 25+27.99 CENTERLINE OF HOSKING A VENUE TRACT BOUNDARY AND CENTERLINE OF CONSTRUCTION STA. 25+55.75-48.00' RT FL. ANGLE POINT I AVENUE R/w STA. 25+45.75-48.36, RT BEGIN CONSTRUCTION; BEGIN TYPE "B" CURB AND GUTTER; BEGIN 5.5' WIDE SIDEWALK. I s I CAPITAN DRIVE QRpF ES S ION l STA. 27+47.49-48.00 RT ��F' �o of SN CENTER OF 28 WIDE DRIVE�, o Y-1 APPROACH, SEE DETAIL Q� "OWZ" ON SHEET 5. R GIS TERED CLYLL NGl EER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD `req CIV I STA. 27+34.65-54.12' RT 1501 TRUX TUN A VENUE BACK OF SIDEWALK ANGLE BAKERSFIELD, CA 93301 TF OF CA��F�� POINT, • EXTEND SIDEWALK TO FACE OF EXISTING BLOCK WALL. REVISIONS No. DA TE DESCRIPTION 4 STA. 26+80.69-34.00 LT JB 2 REVISION INCLUDES THE ADDITION OF TWO JUNCTION CONSTRUCT JUNCTION BOX 03/07/2014 BOXES AND 473.69 LF OF 18" CLASS III R.C.P. PER JUNCTION BOX DETAIL ON SHEET 11 2 / / 2 HOUSE TIE—IN LINE STA. 26+59.85' - TRACT BOUNDARY 26 27 S �--R/W TIE—IN LINE EXIST/NG BLOCK WALL STA. 26+33.72-54.12' RT BACK OF SIDEWALK ANGLE 1 POINT, • EXTEND SIDEWALK TO FACE OF EXISTING BLOCK WALL. '0 k W J W y w� 1\ N Q y i Z El GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. CONTRACTOR ASSUMES ALL RESPONSIBILI TY FOR LOCA TING UTIL I TIES BOTH HORIZONTALLY AND VER TICALL Y IN THE FIELD PRIOR TO ANY EXCA VA TION BEING PERFORMED WI THIN THE PROJECT ZONE. HORIZ : 1" = 40' VERT: 1" = 4' LEGEND ASPHALT CONCRETE TO BE PLACED. SEE ROADWAY SECTIONS ON SHEETS 2, 3, AND 4. COMBINATION SIDEWALK 5.5 FEET WIDE. x „, SEE ROADWAY SECTIONS ON SHEETS 2, 3, AND 4. CONSTRUCT/ON NOTES: 1I ALL WOODEN UTILITY POLES ALONG THE SOUTH SIDE OF HOSKING AVENUE, NEAR THE OLD 30 FEET WIDE RIGHT OF WAY LINE, BETWEEN STA. 25+45 AND STA. 46+14 ARE SCHEDULED TO BE REL OCA TED BY OTHERS PRIOR TO A WARD OF THIS CONTRACT. F2 CONTRACTOR SHALL CONSTRUCT 6 INCH THICK RETAINING WALL. (SEE SECTIONS A-2 AND H-3 ON SHEET 2 AND 3 FOR DETAILS) 30 CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE SHOWN ON THE PLANS SEE STRIPING PLANS FOR ACTUAL PLACEMENT. ® CONTRACTOR SHALL DEMOLISH EXISTING STORM DRAIN MANHOLE AND CONSTRUCT NEW JUNCTION BOX IN ITS PLACE PER JUNCTION BOX DETAIL ON SHEET 11. CONSTRUCTION PSL A N Cl T Y RECORD No. File Name: Hoskin -wide Drawn: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: DP & NG Date: Mar. 7, 14 Checked By WIBLE ROAD TO HUGHES LANE 75- SHEE T NO. 14 OF 17 0 1 2 3 w O 1 w z Q V) m 0 w O ^^J n 0 I I HOOKINO_ PLAN 0-ol A I0N REGISTERED C/ VI L "ENGINEER c C 46803 � * Exp.6-30-15 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE �F qTF F STA. 27+47.49-48.00' RT BAKERSFIELD, CA 93301 CALIF CENTER OF 28' WIDE DRIVE APPROACH, SEE DETAIL REVISIONS "OW2" ON SHEET 5. No. DA TE DESCRIP TION M STA. 24+98.00 BENCHMA:RKAD STA. 27+34.65-54.12' RT CENTERLIERSECTION STA. 26+19.72-48.00' RT BACK OF SIDEWALK ANGLE R/j,� HOSK/NG E A T CENTER OF 28' WIDE DRI VE PO/NT, EXTEND SIDEWALK TO CAPITA- APPROACH; SEE DETAIL FACE OF EXISTING BLOCK WALL. I MON. ELE55.51 "DWI" ON SHEET 5. ....__ sly �. _ 47 ........ _ T (BAS/S OF BEARING) _ SOUTH 89' 1' 33 EAST CENTERLINE OF HOSK/NG AVENUE AND CENTERLINE OF CONSTRUCTION A VP=Nll STA. 25+27.99 TRACT BOUNDARY FL. ANGLE POINT 2g J / r1. G J I TJ. I J' - TV. JV / \ I� lf BEGIN CONSTRUCTION; BEGIN TYPE "B" CURB AND GUTTER; BEGIN 5.5' WIDE SIDEWALK. CAPITAN GENERAL NOTES 1 ALL UNUSED, SALVAGED MA TERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL U TILI TY L OCA TIONS SHOWN ON THESE PLANS ARE R/W APPROX/MA TE ONL Y, AND REPRESENT THE BEST /NFORMA TION CA SUPPLIED BY THE VARIOUS UTILITY COMPANIES CONTRACTOR PORT TIE-IN LINE ASSUMES ALL RESPONSIBILITY FOR LOCATING UTILITIES BOTH 71, EXISTING BLOCK WALL HORIZON TALL Y AND VER TICALL Y IN THE FIELD PRIOR TO ANY EXCA VA TION BEING PERFORMED WITHIN THE PROJECT ZONE. p� A l STA. 26+33.72-54.12' RT BACK OF SIDEWALK ANGLE POINT, • EXTEND SIDEWALK TO .fi FACE OF EXISTING BLOCK WALL. H �a y 11Z HORIZ : 1" _ 40' ti VERT: 1" — 4' U.W uj J W y LEGEND ASPHALT CONCRETE TO BE PLACED. N SEE ROADWAY SECTIONS ON SHEETS 2, 3, AND 4. Q yE COMBINATION SIDEWALK 5.5 FEET WIDE. SEE ROADWAY SECTIONS ON Z SHEETS 2, 3, AND 4. Z CONSTRUCTION NOTES 10 ALL WOODEN UTIL I TY POLES AL ONG THE SOUTH SIDE OF HOSK/NG A VENUE, NEAR THE OLD 30 FEET WIDE RIGHT OF WAY LINE, BETWEEN STA. 25+45 AND STA. 46+14 ARE SCHEDULED TO BE REL DCA TED BY OTHERS PRIOR TO AWARD OF THIS CONTRACT. 2� CONTRACTOR SHALL CONSTRUCT 6 INCH THICK RETAINING WALL. (SEE SECTIONS A-2 AND H-3 ON SHEET 2 AND 3 FOR DETAILS) Q3 CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE SHOWN ON THE PLANS. SEE STRIPING PLANS FOR ACTUAL PLACEMENT t /757� CONS TK LJCTION PLAN Cl T Y RECORD No. File Name: Hoskin -VIde Drawn: S HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK204 Engineer: DP & NG Date: Sep. 30, 13 Checked By.- WIBLE ROAD TO HUGHES LANE 14 OF 17 I 1 1 1-7 O 1 2 3 w �l 1/ // /// �z0 ............................. w 77, Q L 1/E -JN LINEl =1. ... o l o L 0 II Q 00 Ln 0 0 N 0 L E Q Qi cn a c 0 0) 3 (D c V) 0 U 0 L n ro I N c a 0 0 a� 0 L a / V) c .3 a L / STA. 31 + 10.78-48.00' RT CEN TER OF 28' WIDE DRIVE APPROACH, SEE DETAIL PEAK 57REET UWy UN SHLL I /. "F J\STA. 35+31.38-48.00' RT m CENTER OF 24' WIDE DRI VE APPROACH; SEE DETAIL "DW11 " ON SHEET 7. HOOKINGI `��``'� AVENUEPLAN VIEW- I o 2" -�L "-R/W C`TA 7--,0-- 71__A0nn' OT ur_ly /GIT ur zo vviuc ury vr_ APPROACH, SEE DETAIL "DW12" ON SHEET 7. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome.- Hoskin - Kde Dra wn: S Job No.: T3K204 Engineer: DP & NG Date: Sep. 30, 13 Checked By: V Q 71-'.,- - / -40t~ 7 /.?2. REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 0,of ESS I0N9 DEAN R q, co Of C 46803 * Exp.6-30-15 C/ V I\ - OF LOF CA�- REVISIONS No. DA TE I DESCRIP TION 171 10 /15/2.08 1 U--vr5Ctb WIT4 ADDE OVAA filo• i 5'roA,*A DaAtg 31.9e,t roW Go% AMD dArid-14 6:0 t a s#osim Mvv c -o S'..,a FEET- EksT 7o STA - '&l +4?.419� 471 / / GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELI VERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT p AT MT. VERNON A VENUE SOUTH OF HIGH W4 Y 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR LOCATING UTILITIES BOTH HORIZON TALL Y AND VER TICALL Y IN THE FIELD PRIOR TO ANY EXCA VA TION BEING PERFORMED WI THIN THE PROJEC T ZONE. 7Nk m HORIZ : 1" = 40' VERT: 1"=4' LEGEND ASPHALT CONCRETE TO BE PLACED. SEE ROADWAY SECTIONS ON SHEETS 2, 3, AND 4. COMBINATION SIDEWALK 5.5 FEET WIDE. SEE ROADWAY SECTIONS ON SHEETS 2, 3, AND 4. CONSTRUCT/ON NOTES 1i AL L WOODEN U TIL I TY POL ES AL ONG THE SOU TH SIDE OF HOSKING A VENUE, NEAR THE OLD 30 FEET WIDE RIGHT OF WAY LINE, BETWEEN STA. 25+45 AND STA. 46+14 ARE SCHEDULED TO BE REL OCA TED BY OTHERS PRIOR TO AWARD OF THIS CONTRACT. R2 CONTRACTOR SHALL CONSTRUCT 6 INCH THICK RETAINING WALL. (SEE SECTIONS A-2 AND H-3 ON SHEET 2 AND 3 FOR DETAILS) R3 CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE SHOWN ON THE PLANS SEE STRIPING PLANS FOR ACTUAL PLACEMENT. � /,, /757� GUI S 7 K UCTI UN PL. A N rC1 TY RECORD No. HOSKING AVENUE WIDENING & RELATED IMPROVEMENTS WIBLE ROAD TO HUGHES LANE SHEE T A10. 15 OF ' 7 2 3 w 0 J w z a m 0 w 0 J a- 0 II STA. 40+62.56-60.00' RT CENTERLINE OF HOSK/NG A VENUE END BAY TAPER AND CENTERLINE OF CONSTRUCTION STA. 39+82.24 P.p� PROPERTY CORNER R p.' 12 D1 ® _ - _ __ - GTTL STA. 39+42.56-48.00' RT STA. 42+09.32-60.00' RT BEGIN 12' x 120 BAY TAPER CEN TER OF 22' W/DE DRI VE 39 40 41 D PROA ON SEE SHEE DETAIL 42 ■ STA. 38+79.39-48.00' RT CEN TER OF 28' WIDE DRIVE APPROACH; SEE DETAIL "DWl3" ON SHEET 8. 3 .. `TIE—IN LINE SIDEWALK 2717 TIE—IN f-lOSK1/�lG R/W R G STA. 42+64.83-60.00' RT B. C. R. I STA. 43+32.91 STA. 46+4354 CENTERLINE INTERSECTION NORTH QUARTER CORNER, HOSKING A VENUE A T SECTION �; 316 R/W HUGHES LANE T. 30 S., R. 27 E. . p'pOH _12' [7 _ — - i AST Is] 43 1 i i f l HUGHES m 45 01 STA. 46+14- 1. 00' L T END CONSTRUCTION; _..._.........__ Gid STA. 43+96.43-25.00' RT STA. 46+14-11.62' RTA.C. ANGLE POINT, A.C. ANGLE POINT MA TCH EX/STING R/W STA. 43+96.43-35.76' RT A.C. ANGLE POINT STA. 42+94.83-89.33' RT E.C.R.; END CURB, GUTTER AND SIDEWALK AVENUE - STA. 46t 14-25. DO' RT A.C. ANGLE POINT 0 A FUTURE CAL TRANS R/W tat: QRpFESS/ON q pEAN REGIS TEPED Cl VIL , ENGINEER C 46803 * Exp. 6-30-15 Cl TY OF BAKERSFIELD �Nz' 1501 TRUX TUN A VENUE 97F C/vi\- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIP TION 5171 4471 / / GENERAL NOTES : 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT. VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR LOCA T/NG UTILITIES BOTH HORIZON TALL Y AND VER TICALL Y IN THE FIELD PRIOR TO ANY EXCA VA TION BEING PERFORMED WI THIN THE PROJECT ZONE. HORIZ : 1" = 40' VERT: 1"=4' CONSTRUCT/ON NOTES: 10 ALL WOODEN UTILITY POLES ALONG THE SOUTH SIDE OF HOSK/NG AVENUE, NEAR THE OLD 30 FEET WIDE RIGHT OF WAY LINE, BETWEEN STA. 25+45 AND STA. 46+14 ARE SCHEDULED TO BE RELOCATED BY OTHERS PRIOR TO AWARD OF THIS CONTRACT. 21 CONTRACTOR SHALL CONSTRUCT 6 INCH THICK RETAINING WALL. (SEE SECTIONS A-2 AND H-3 ON SHEET 2 AND 3 FOR DETAILS) F3 CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE SHOWN ON THE PLANS SEE STRIPING PLANS FOR ACTUAL PLACEMENT. ® CONTRACTOR SHALL: CONSTRUCT CASE "A" CURB RAMP PER DETAIL SHEET 4. ~1 CONO T1I UCTION PLAN v CITY RECORD No. File Nome: Hoskin -Wide Drown: S HOSK/NG AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK204 En gin eer: DP & NG Dote: Sep. 30, 13 Checked By - WIBLE ROAD TO HUGHES LANE 16 OF 17 0 1 2 3 LEGEND ASPHALT CONCRETE TO BE PLACED. SEE ROADWAY SECTIONS ON SHEETS 2, 3, AND 4. COMBINATION SIDEWALK 5.5 FEET WIDE. SEE ROADWAY SECTIONS ON :...:...... ..:. . .: ::, ..... SHEETS 2, 3, AND 4. CONSTRUCT/ON NOTES: 10 ALL WOODEN UTILITY POLES ALONG THE SOUTH SIDE OF HOSK/NG AVENUE, NEAR THE OLD 30 FEET WIDE RIGHT OF WAY LINE, BETWEEN STA. 25+45 AND STA. 46+14 ARE SCHEDULED TO BE RELOCATED BY OTHERS PRIOR TO AWARD OF THIS CONTRACT. 21 CONTRACTOR SHALL CONSTRUCT 6 INCH THICK RETAINING WALL. (SEE SECTIONS A-2 AND H-3 ON SHEET 2 AND 3 FOR DETAILS) F3 CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE SHOWN ON THE PLANS SEE STRIPING PLANS FOR ACTUAL PLACEMENT. ® CONTRACTOR SHALL: CONSTRUCT CASE "A" CURB RAMP PER DETAIL SHEET 4. ~1 CONO T1I UCTION PLAN v CITY RECORD No. File Nome: Hoskin -Wide Drown: S HOSK/NG AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK204 En gin eer: DP & NG Dote: Sep. 30, 13 Checked By - WIBLE ROAD TO HUGHES LANE 16 OF 17 0 1 2 3 0 V) n 0) 0 L_ Q 0 n 0) 0 _T WOLE Q, 71- �R/W 7- 7F== AL uj _u J- 6_4 460 LF L6 C In 6 340 LF C1118 5 183 LFA' 21 93 2 _j ———— f - I i 16.8 22 1 _ujuj 4, —7- 64 C�4 R2-1 (50 MPH) W4-2 1 1.9 14 SF __\�650 LF 80 LF /-Wj-j 18J LFO K G R26 (CA) 14 SF G14 SF uj uj 6 122 LF 5 152 LF ;7 RI W 26+00.00-50' RT RIW IF l STALL R26(CA) 6 152 LF LSTA. US STOP (62) -25+5�00-50'147` -INS W91- 41) 1 ,,HOOKINO- R26 (CA) A Vim'INV" UE_ 1 111 N, i CAPITAN V DRIVE RIW L 014 SF Lu 41 5 17 LF N T € � 6 490 LF CIM 14' x 100 BAY TAPER CN —1 512 LF 28 200 LF 4- Ly zC _9a 7- '7 64 C� Y 7TA TAPER --- -4 _7� C� 'uj 14' x 100 BAY TA PER Z s _r 2 17 LF sr - 0 0 45 4 296 LF I 6J ];g 2 LF C4.3 O42 SF CN CIO> 200 LF 6 950 LF Lu 100 �ul L RIW .- \STA. 30+ 94.00-50' RT 1\ I Ld if I GRANITE PEAK SMEEI' 71 co CIO r cr> 04 378 Lf '7 6 �JJ 1JJ LF (GORE) __ LF_ ------------ – Cj 64 C14 C4, 7 DO 11 14 SF 6 278 LF 5 185 LF RIW L7 Cn- to 6 79 LF n7 6=0 SF 4- a2-78 LF 35'r LL. 7 WW 34+00.00-50' RT J779 LF ALL R26(CA) C111, ul. 8 42 1! 45C 10, ra LQ > L4 N N CLO4 i I ff _ar% 11 —0, -' INSTALL R4-1 WLu RIW 14 SF- --- - - - - - - - - - to —to it Z:zi LF C!, 11'x 60' 94 935 LF 07� CZQ 9J5 to FLARE IL — — — — — — i — 5 100 L 12' x 90 BAY TAPER CM C�> uj :m - (D Al 43 Cli-44 7 JO SF W Z U'> C�j cip 185 LF (GORE) C" CN 298 LF v�' C6 04 4 597 LF 270 LF 'IT uho 26J LF Cn z cjr> uj co co C0 cl�q CN _�C6 3 278 LF ........ . . . . . � 6 299 LF " , 9 18 SF i i 7 7) 60 SF RIW 0 N STA. 38+00.00-50' RT 17- /A/CTAT I orf --Ane I HUGHES CITY OF BAKERSFIELD, CALIFORNIA File Name: Hoskin g - Wide PUBLIC WORKS DEPARTMENT Job 7o7TJK204 Date: Oct. 1, 11 Drawn: S Engineer- GG & RS Checked By RIW A 1/EN UE QROFESS/pN gEAN RJ' <',\ REGISTERED CIVILJENGINEER C 46803 Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAO� REVISIONS No. DA TE DESCRIP TION GENERAL STRIPING NOTES: 1 ALL S TRIPING AND PA VEMEN T MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 2 LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS CAN BE MEASURED IN THE FIELD AT THE SPECIFIED STATIONING FROM EXISTING EDGE OF PA VEMEN I, EXISTING CURB AND GUTTER, AND/OR EXISTING STRIPING STRIPING INSTALLATION NOTES: 1O INSTALL DETAIL 9 7 INSTALL TYPE IV ARROWS 2O INSTALL DE TA IL 22 O8 INSTALL TYPE W ARROWS O3 INSTALL DE TA IL 278 (DINSTALL 1 FOOT WIDE STOP BAR (WHITE) 4O INSTALL DE TA IL 29 PA VEMEN T MARKING O5 INSTALL DE TA IL 38 10 INSTALL "S TOP " PA VEMEN T MARKING 0 INSTALL DE TA IL J9 01 INSTALL "BIKE LANE S YA4BOL PA VEMEN T MARKING 10.75' FUTURE -CAL TRANS RIW - - 1C_ - - , m SCALE: lit = 401 O'MIPINO ANP 010NINO PLAN CITY RECORD No. HOSKING AVENUE WIDENING & RELATED IMPRO VEMEN TS WIBLE ROAD TO HUGHES LANE 5"� SHEET NO. 17 OF 17 0 1 2 3 Li 0 J w z Q m 0 w 0 J 0- 0 d- wll INTERCONNECT CONDUIT SCHEDULE CONDUIT SIZE 2" 2" 2" 2" 2" (E) =EXISTING (N) = NEW CONDUCTOR RUN Az2A3 A6AA8 1501 TRUXTUN AVENUE qTF CIV ��' OF 4 5 DESIGNATION N N N N N STREET LIGHT CONDUCTOR SCHEDULE CONDUIT SIZE 2" 2" 2" 2" 2" 2" (E) =EXISTING (N) = NEW CONDUCTOR RUN A6AA8 1501 TRUXTUN AVENUE qTF CIV ��' OF Ag AA DES/GNAT/ON N N N N N N #8 LIGHTING 3 3 3 3 3 3 A 1 /=A // 1= G i NITS N 6 PEAK STREET !11 if CAPITAN �IE1• �. r' I3 aj 1= R PR W - - ® _ — C 74 W _ - c- (0 ATT o W (` -+ — I — 43 4�4 � Zt — I — W T —SWR - RR 15 0 2 Q 4 636L8 DH U) W i .�•�....- spy «,••""........"' 11 , eLL- ........ ....... ...... ....... 6� t/� -- --- _ - -- 0 1 3 - - �' 7' 636L9 2 I t 10 1� 0 1 / 2 n ,� 27`17' 11 5 1 3 SCALE: 1 " = 40' IIS -® o4j My Q� ti I — W W 2J PR Z p - W � m ujW QRpFESS/0Nq ID AN R `F o �� op .. o I REGISTERED CIVIL?ENGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV ��' OF BAKERSFIELD, CA 93301 CA��F REVISIONS No. DA TE DESCR/P TION l�l ( 10/09/2013 ADDED WITH ADDENDUM No. 1 471 GENERAL NOTES: 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELI VERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT #2 A T MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR LOCATING UTILITIES BOTH HORIZON TALL Y AND VER TICALL Y IN THE FIELD PRIOR TO ANY EXCA VA TION BEING PERFORMED WI THIN THE PROJECT ZONE. STREET LIGHT & INTERCONNECT CONDUIT NOTES: E❑ CONTRACTOR SHALL INSTALL NO. 3-1/2 PULL BOX. M CONTRACTOR SHALL INSTALL NO. 5 PULL BOX. D3 CONTRACTOR SHALL INSTALL STREET LIGHTS, FOUNDATIONS, AND INLINE FUSES PER CITY OF BAKERSFIELD STANDARD ST -22 & ST -23. ® CONTRACTOR SHALL INSTALL CONDUIT AND PULL BOXES AS SHOWN ON THE PLANS SEE STREET LIGHT AND INTERCONNECT TYPICAL SECTION ON SHEET 19 FOR LOCATIONS AND DEPTHS OF CONDUITS. M SPACING BETWEEN STREET LIGHT PULL BOXES SHALL NOT EXCEED 250 FEET. © SPACING BETWEEN INTERCONNECT PULL BOXES SHALL NOT EXCEED 400 FEET. El IF CONTRACTOR REMOVES AN EXISTING CURB RAMP DURING INSTALLATION OF INTERCONNECT CONDUIT, CONTRACTOR SHALL REPLACE THE CURB RAMP WITH A NEW CURB RAMP THAT MEETS CURRENT A.D.A. STANDARDS ® NOT USED �9 NOT USED 10 POINT OF ELECTRICAL CONNECTION FOR STREET LIGHTING, No. 2 PG&E #04-0936 PULL BOX (17" x 30'). HOOKINOF- AVENUE- HUGHES LANE a STREET LIGHTS AND INTERCONNECT CONDUIT PLAN CIrr RECORD No. File Name.•Hoskin -Wide Drawn: S HOSK/NG AVENUE WIDENING & RELATED IMPROVEMENTS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer. S Date: Oct. 14, 13 Checked By.- WIBLE ROAD TO HUGHES LANE 118 OF 17 0 1 2 3 Woterproof W O J W Zit Q CY] di W 0 J O I I N N 0 N N 0 U O O 3 aj I c O U a� 0 I N c .� O U N c 3 a O 1 2 3 12' (0.3m) concrete QRQF E SS / pN Cost iron a collar if not located 'q ( Waterproof next Slope away from Pull Box DEAN � steel cop with -� in sidewalk) � R rvft <` set screws 6.0' (1.8rn) N � location tog 2c REGISTERED CIVIL ENGINEER �I 1 [®I i ISI I ISI I I ---III----I I a '_ � . •n 4= • .�°' ` 4 . ,°: I _••III®I 11-1 � I. �I 1 ISI I I®I 9I...I I � C 46 803 � .. �' ah.:°•,�� .°II�o� `' * EXP. 6-30-15 °°" . .. � `�, �:. •'." � I.I � ISI 1 [�I I I a .s •`. ISI I ISI ISI I I.�H � ��9 C 1 V 1 � b°ea 12 N9 ,� �• "' CITY OF BAKERSFIELD No grout Weepho% on IJ / () 2.0 (50mm) Min. J S O J TR U X TUN AVENUE OF �F Pre-cost concrete - BAKERSFIELD, CA 9330 � TF CAS under pole street side •: °p Pull Box n � � � � REV/S/ONS BASE PLATE (PROF/LE) No. DA TE DESCR/P TION Duct Seal Plug � � p � � � `oma• � Schedule 40 - 1.5" (4/knm) 10/09/2013 ADDED WITH ADDENDUM No. 1 PVC electric conduit 0.75" (20mm) mox. size grovel bed Type 15 Light Standard per's'-' .e. 12' (0.3m) Min. Radius _ State o/ California Standard Plans. •� To Utility Service To Street Light 0.5' a 0.625' x 8.0' Right-o%-way (13mm a Rimm x 2.4m) , � See detail ST-24 for mounted street Grounding Rod (at street � light numbering. Light Pole light pull box only) b 4.0'x 6.5" (101Anm x 165mm) Hondhde and Pull Box, see :e cover with 0.25" x L5" (6.5mm x 4(knm) standard ST-23 PULL BOX DETAIL reinforcement ring welded to outside of hole. . Coil conductors and secure /use holder 0.5" (15mm) /3 NC grounding nut welded to and splices of top of pull box with inside of pile opposite hondho% cable ties Woterproo/ in-line /use 1.5' - 2.0' holder (at street light pull box only). �--- STREET (0.5m - 0.(im) 0 12" x l2" x 1.0" (0.3m x 0.3m x 25mm) Bose `;;'� � ..• C C slack wire between plate (see detail above). : '• connections LIGHTING 4 ASTM A-307 anchor bolts, 1.0" x 3.0' x 4,0" (25mm x D.gm x 100mm) with hex nut, leveling Right-o/-way nut, and two washers for each bolt - "`o<".• ••' Splice Wolf �'°'% •'�• •p8 Bore Solid 2.0" (50mm) grout under base after leveling (o5J COVER DETAIL tiround Wire I �I ISI I Direct Burial P a° w i €.� •€ w NOTES' Ground Glom TYPICAL LOCA TION DETAILS Locale light � INNER BOX DETAIL 1.5" (40mmJ Conduit with 12" (0.3m) min. radius bend 5�0' (1.m)ro�street light � �s�dework rilh� 0 � C/OSS 9" non- FILENAME: ST-22REV 2. Remove cover before plocmg concrete Keep FILENAME: ST-23REV rein/aced veld- DATE Cnside o/ box free o/ overspp/. DATE cost foundation 6�2�99 s/z/ss STANDARD DRAWN JCU ,� purl box shop be size 31/2 and shill be located STANDARD DRAWN GEG 25' D"ED"EM SHA within 50'(1.5n) o/ the street lk�lit and installed STREET LIGHT CHECKED STREET LIGHT SCALE Hush with the sfdeMrolk. Grovel (Q75" a ?Unm PULL BOX SCALE M. SHAW (0�) MAST ARM TYPE N.T.S. max.) shot/ be placed under the pup box for DETAILS N.T.s. APPROVED SHEET N0. aYoinage. purr box cover shop be milked to APPROVED SHEET N0. CITY OF BAKERSFIELD $T-22 %�"r%�17r it as street lighting Pop box snarl be CITY OF BAKERSFIELD CALIFORNIA pre cost concrete CALIFORNIA $T-23 CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT TYPE WE 2 is 15 LIGHT STANDARD � /TERiMwAt 6t txx /B-T Street Light � DIEM NT PAA�'L p (CONTRACTOR I �� � FURNISHED) PIN fUNCnoN WIRE COLOR IB-1 WIRE COLOR MODEM HARNESS lN7ERCONNECT CABLE A AUDIO IN WH/TE T81-3 WH/rE B AUDIO IN BLACK T81-4 BLACK l' BACK OF C AUDIO OUT RED IBI-5 BLACK 5.5' BACK OF SIDEWALK AND E AUDIO OUT GREEN 781-6' GREEN � ra�ord �� CURB TO BACK BACK OF ro.aro sail a n/�r/ion 7B-1 78-1 OF SIDE WALK I FOUNDATION TO 7B-1 0 0 78-1 RIGHTOF WAY rB-2 0 0 18-2 TB-3 (Comm In) 1B-3 (Comm In) .3' BACK OF h � NUMBER/NG OR/ENTATION T8-4 (Comm In) _ 78-4 (Comm In) CURB TO FRONT Q B-6 (Comm Out) _ �B-6 (Comm Out) OF FOUN,DA TION 'y INIERSECnON /NIERSECnON cOCA noN A [OCA TON B N>E•Rca+�cr aEru 1.3' I NTS B 5mm) 2 (5omm) CONDUIT CURB AND GUTTER ' a � NO TES. A II-TA `• 1. fa meld poles, apply backing to o dear sur/ae LDS SIrAL[ READ "1ttAfFAC SOIIAL" a 2. Bock�g plate shill be A/melek EMP - 2.5V5 or B improved e�prd an dl cico ty approved piles ' OP .� Numbers used shop be Alme/ek PS = 2.5 series or Opproved equal. - r o"=III � • `�II=III= -"I-III �•�• III=1� 2 /NCH 0 INTERCONNECT CONDUIT STREET LIGHT 4, Pressure sensitive markers of reflected scorchlire 2"(50mm) CONDUIT ' •' 11= blue numbers an o white batiFground 12"(300mm)3'(75mm) KNOCKOUT KNOCKOUT fOVt 4 (100mmJ MUL IIDUCT FOUNDA TION EXTENSION ; O O OR Muc n-COWDUrr s?STEM SIDEWALK (NOT REQUIRED FOR NO.S PUCCBOX) ' 5 Bottom o/ letter block is 9.0' (2.7m) from bode CLEAN LWUSNED l "MIN. sidewolk elevation, odpsl as needed /o dear hardware E ROLL! SUMP, SEE 3 (75mm) MIN 2 /NCH 0 STREET LIGHT CONDUIT ' or appurtenances F SID PLAN ES-8 COWDUl15 StIALL BE FOR ADDInOWAL SECnOW B-B CAPPED /N PULL BOXES 6. For street light pile staTdardNIS NIS 4 see de/op ST-22. � �CnOYV A-A DETAILS , .. . etas PtctepX �►>H EXTEN9Lw ' •, :.:.::... ; .. : •'. ' :'.; ::.. ;�, :. •..: ''.:. 2 -6 0 7. Developer /conrrocta shall install city approved ....•� •":.;'•• : `s: •:� .•, :: numbers an all street light piles (NQ6 PGtLBOX IMM EXIEN9QN S11�AR) .. • • . '• • • P , MUL 77-DUCT • � ' •�'� •�' m VARIES STREETLIGHT • IRAFfIC SIpVAL INTERCONNECT SHALL BE INSTALLED R=4 MIN. , ALONG ALL ARTERIAL STREETS oR AS DIRECTED AS PART VARIES R=4(1.2m) MIN. ® (L2m) AND INTERCONNECT - OF THE STANDARD STREET IMPROVEMENT. OMISSION OF ` INTERCOWNECT CONDUIT ALONG ARTERIAL STREETS MAYBE s� TO PULBDX TYPICAL SECTION • ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS 01� COMIMUNICAnAN IS PRONDED FOR IN THE 0r IRAfFlC COMMUNICATION MASTER PLAN. NOTE ro BE USED ot✓c r WHEN NOT TO SCALE MUC fl-DUCT COYVDUIT IS REQUIRED ON ALL SIpVAC CONDUIT IS ALLOWED TO BE PLACED ' COMMUNICAnAN BA MON[ ROl/1ES SHOWN ON THE AT CUTLER LIP LINE. IN ALL On1ER CITY IRAfFlC COINMUNICAnON MASTER PLAN, PULL BOXES CASES CONDUIT IS r0 BE LOCATED ARE TO BE N0. 6. UNDER SIDEWALK AREA. FILENAME: ST-24REV T-34.DWG • DATE 6/2199 ALL OTHER ROUTES DATE 07CL /97 STANDARD DRAWN JGU INSTALL 2 fSAnmJ SCHEDULE 40 CANDUIT UNDER SIDEWALK Nlnr STANDARD DRAWN • PULL BOXES AT 00(12t�YnJ MAXIMUM INTERNA[. PULL BOXES TRAFFIC SIGNAL R. Storbuck .. CHECKED 1E CHECKED - M. SHAW SHALL BE NO. 5 Nl1H EX NSIG'VS AND KNOC!(OIUIS CONDUIT • POLE SCALE SNACC BE BROUGHT INTO PUC[ BOXES PARALLEL TO THE INTERCONNECT- &g. r /r• NUMBERING ".T.s. EXISIrNC SURFACE (HOK'lzavrA[J. THE TOTAL ANCDLAR BEND WIRING AND PULL BOXES SGA Nona APPROVED SHEET N0. � CONDUIT BEIWF N PULL BOXES SFIALL NOT EXCEED 180 APPROVED CITY OF BAKERSFIELD DEhWEES A PUu ROPE CONFORMING To SEcnav CITY OF BAKERSFIELD r , $T- 24 86-2.050 %NSTA[CAnoN" OF 1HE STANDARD SPEpfICAnON CALIFORNIA SHALL BE INCLUDED IN ALL INTERCOWNECT CAVDUIT CALIFORNIA T-34 S T1���T LIGHTS ANO INT�I�CONN�"CT CONDUIT D�"T� IL S CITY ENGINEER PUBLIC WORKS DEPARTMENT FOR rNSTALLAnON OF fUNRE CGYVDUCTORS CITY ENGINEER PUBLIC WORKS DEPARTMENT Cl T Y RECORD No. File Nome: Hoskin -ode Drawn: S HOSKING AVENUE WIDEN/NG &RELATED IMPROVEMENTS SHEET No. .� CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: S Date: Oct. 14, 13 Checked By W/BLE ROAD TO HUGHES LANE 19 OF 9 7 Woterproof W O J W Zit Q CY] di W 0 J O I I N N 0 N N 0 U O O 3 aj I c O U a� 0 I N c .� O U N c 3 a O 1 2 3 12' (0.3m) concrete QRQF E SS / pN Cost iron a collar if not located 'q ( Waterproof next Slope away from Pull Box DEAN � steel cop with -� in sidewalk) � R rvft <` set screws 6.0' (1.8rn) N � location tog 2c REGISTERED CIVIL ENGINEER �I 1 [®I i ISI I ISI I I ---III----I I a '_ � . •n 4= • .�°' ` 4 . ,°: I _••III®I 11-1 � I. �I 1 ISI I I®I 9I...I I � C 46 803 � .. �' ah.:°•,�� .°II�o� `' * EXP. 6-30-15 °°" . .. � `�, �:. •'." � I.I � ISI 1 [�I I I a .s •`. ISI I ISI ISI I I.�H � ��9 C 1 V 1 � b°ea 12 N9 ,� �• "' CITY OF BAKERSFIELD No grout Weepho% on IJ / () 2.0 (50mm) Min. J S O J TR U X TUN AVENUE OF �F Pre-cost concrete - BAKERSFIELD, CA 9330 � TF CAS under pole street side •: °p Pull Box n � � � � REV/S/ONS BASE PLATE (PROF/LE) No. DA TE DESCR/P TION Duct Seal Plug � � p � � � `oma• � Schedule 40 - 1.5" (4/knm) 10/09/2013 ADDED WITH ADDENDUM No. 1 PVC electric conduit 0.75" (20mm) mox. size grovel bed Type 15 Light Standard per's'-' .e. 12' (0.3m) Min. Radius _ State o/ California Standard Plans. •� To Utility Service To Street Light 0.5' a 0.625' x 8.0' Right-o%-way (13mm a Rimm x 2.4m) , � See detail ST-24 for mounted street Grounding Rod (at street � light numbering. Light Pole light pull box only) b 4.0'x 6.5" (101Anm x 165mm) Hondhde and Pull Box, see :e cover with 0.25" x L5" (6.5mm x 4(knm) standard ST-23 PULL BOX DETAIL reinforcement ring welded to outside of hole. . Coil conductors and secure /use holder 0.5" (15mm) /3 NC grounding nut welded to and splices of top of pull box with inside of pile opposite hondho% cable ties Woterproo/ in-line /use 1.5' - 2.0' holder (at street light pull box only). �--- STREET (0.5m - 0.(im) 0 12" x l2" x 1.0" (0.3m x 0.3m x 25mm) Bose `;;'� � ..• C C slack wire between plate (see detail above). : '• connections LIGHTING 4 ASTM A-307 anchor bolts, 1.0" x 3.0' x 4,0" (25mm x D.gm x 100mm) with hex nut, leveling Right-o/-way nut, and two washers for each bolt - "`o<".• ••' Splice Wolf �'°'% •'�• •p8 Bore Solid 2.0" (50mm) grout under base after leveling (o5J COVER DETAIL tiround Wire I �I ISI I Direct Burial P a° w i €.� •€ w NOTES' Ground Glom TYPICAL LOCA TION DETAILS Locale light � INNER BOX DETAIL 1.5" (40mmJ Conduit with 12" (0.3m) min. radius bend 5�0' (1.m)ro�street light � �s�dework rilh� 0 � C/OSS 9" non- FILENAME: ST-22REV 2. Remove cover before plocmg concrete Keep FILENAME: ST-23REV rein/aced veld- DATE Cnside o/ box free o/ overspp/. DATE cost foundation 6�2�99 s/z/ss STANDARD DRAWN JCU ,� purl box shop be size 31/2 and shill be located STANDARD DRAWN GEG 25' D"ED"EM SHA within 50'(1.5n) o/ the street lk�lit and installed STREET LIGHT CHECKED STREET LIGHT SCALE Hush with the sfdeMrolk. Grovel (Q75" a ?Unm PULL BOX SCALE M. SHAW (0�) MAST ARM TYPE N.T.S. max.) shot/ be placed under the pup box for DETAILS N.T.s. APPROVED SHEET N0. aYoinage. purr box cover shop be milked to APPROVED SHEET N0. CITY OF BAKERSFIELD $T-22 %�"r%�17r it as street lighting Pop box snarl be CITY OF BAKERSFIELD CALIFORNIA pre cost concrete CALIFORNIA $T-23 CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT TYPE WE 2 is 15 LIGHT STANDARD � /TERiMwAt 6t txx /B-T Street Light � DIEM NT PAA�'L p (CONTRACTOR I �� � FURNISHED) PIN fUNCnoN WIRE COLOR IB-1 WIRE COLOR MODEM HARNESS lN7ERCONNECT CABLE A AUDIO IN WH/TE T81-3 WH/rE B AUDIO IN BLACK T81-4 BLACK l' BACK OF C AUDIO OUT RED IBI-5 BLACK 5.5' BACK OF SIDEWALK AND E AUDIO OUT GREEN 781-6' GREEN � ra�ord �� CURB TO BACK BACK OF ro.aro sail a n/�r/ion 7B-1 78-1 OF SIDE WALK I FOUNDATION TO 7B-1 0 0 78-1 RIGHTOF WAY rB-2 0 0 18-2 TB-3 (Comm In) 1B-3 (Comm In) .3' BACK OF h � NUMBER/NG OR/ENTATION T8-4 (Comm In) _ 78-4 (Comm In) CURB TO FRONT Q B-6 (Comm Out) _ �B-6 (Comm Out) OF FOUN,DA TION 'y INIERSECnON /NIERSECnON cOCA noN A [OCA TON B N>E•Rca+�cr aEru 1.3' I NTS B 5mm) 2 (5omm) CONDUIT CURB AND GUTTER ' a � NO TES. A II-TA `• 1. fa meld poles, apply backing to o dear sur/ae LDS SIrAL[ READ "1ttAfFAC SOIIAL" a 2. Bock�g plate shill be A/melek EMP - 2.5V5 or B improved e�prd an dl cico ty approved piles ' OP .� Numbers used shop be Alme/ek PS = 2.5 series or Opproved equal. - r o"=III � • `�II=III= -"I-III �•�• III=1� 2 /NCH 0 INTERCONNECT CONDUIT STREET LIGHT 4, Pressure sensitive markers of reflected scorchlire 2"(50mm) CONDUIT ' •' 11= blue numbers an o white batiFground 12"(300mm)3'(75mm) KNOCKOUT KNOCKOUT fOVt 4 (100mmJ MUL IIDUCT FOUNDA TION EXTENSION ; O O OR Muc n-COWDUrr s?STEM SIDEWALK (NOT REQUIRED FOR NO.S PUCCBOX) ' 5 Bottom o/ letter block is 9.0' (2.7m) from bode CLEAN LWUSNED l "MIN. sidewolk elevation, odpsl as needed /o dear hardware E ROLL! SUMP, SEE 3 (75mm) MIN 2 /NCH 0 STREET LIGHT CONDUIT ' or appurtenances F SID PLAN ES-8 COWDUl15 StIALL BE FOR ADDInOWAL SECnOW B-B CAPPED /N PULL BOXES 6. For street light pile staTdardNIS NIS 4 see de/op ST-22. � �CnOYV A-A DETAILS , .. . etas PtctepX �►>H EXTEN9Lw ' •, :.:.::... ; .. : •'. ' :'.; ::.. ;�, :. •..: ''.:. 2 -6 0 7. Developer /conrrocta shall install city approved ....•� •":.;'•• : `s: •:� .•, :: numbers an all street light piles (NQ6 PGtLBOX IMM EXIEN9QN S11�AR) .. • • . '• • • P , MUL 77-DUCT • � ' •�'� •�' m VARIES STREETLIGHT • IRAFfIC SIpVAL INTERCONNECT SHALL BE INSTALLED R=4 MIN. , ALONG ALL ARTERIAL STREETS oR AS DIRECTED AS PART VARIES R=4(1.2m) MIN. ® (L2m) AND INTERCONNECT - OF THE STANDARD STREET IMPROVEMENT. OMISSION OF ` INTERCOWNECT CONDUIT ALONG ARTERIAL STREETS MAYBE s� TO PULBDX TYPICAL SECTION • ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS 01� COMIMUNICAnAN IS PRONDED FOR IN THE 0r IRAfFlC COMMUNICATION MASTER PLAN. NOTE ro BE USED ot✓c r WHEN NOT TO SCALE MUC fl-DUCT COYVDUIT IS REQUIRED ON ALL SIpVAC CONDUIT IS ALLOWED TO BE PLACED ' COMMUNICAnAN BA MON[ ROl/1ES SHOWN ON THE AT CUTLER LIP LINE. IN ALL On1ER CITY IRAfFlC COINMUNICAnON MASTER PLAN, PULL BOXES CASES CONDUIT IS r0 BE LOCATED ARE TO BE N0. 6. UNDER SIDEWALK AREA. FILENAME: ST-24REV T-34.DWG • DATE 6/2199 ALL OTHER ROUTES DATE 07CL /97 STANDARD DRAWN JGU INSTALL 2 fSAnmJ SCHEDULE 40 CANDUIT UNDER SIDEWALK Nlnr STANDARD DRAWN • PULL BOXES AT 00(12t�YnJ MAXIMUM INTERNA[. PULL BOXES TRAFFIC SIGNAL R. Storbuck .. CHECKED 1E CHECKED - M. SHAW SHALL BE NO. 5 Nl1H EX NSIG'VS AND KNOC!(OIUIS CONDUIT • POLE SCALE SNACC BE BROUGHT INTO PUC[ BOXES PARALLEL TO THE INTERCONNECT- &g. r /r• NUMBERING ".T.s. EXISIrNC SURFACE (HOK'lzavrA[J. THE TOTAL ANCDLAR BEND WIRING AND PULL BOXES SGA Nona APPROVED SHEET N0. � CONDUIT BEIWF N PULL BOXES SFIALL NOT EXCEED 180 APPROVED CITY OF BAKERSFIELD DEhWEES A PUu ROPE CONFORMING To SEcnav CITY OF BAKERSFIELD r , $T- 24 86-2.050 %NSTA[CAnoN" OF 1HE STANDARD SPEpfICAnON CALIFORNIA SHALL BE INCLUDED IN ALL INTERCOWNECT CAVDUIT CALIFORNIA T-34 S T1���T LIGHTS ANO INT�I�CONN�"CT CONDUIT D�"T� IL S CITY ENGINEER PUBLIC WORKS DEPARTMENT FOR rNSTALLAnON OF fUNRE CGYVDUCTORS CITY ENGINEER PUBLIC WORKS DEPARTMENT Cl T Y RECORD No. File Nome: Hoskin -ode Drawn: S HOSKING AVENUE WIDEN/NG &RELATED IMPROVEMENTS SHEET No. .� CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K204 Engineer: S Date: Oct. 14, 13 Checked By