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HomeMy WebLinkAbout6.1-1860 Revisione to, I 12 yr 'uk, II ..... . ..... . ......... N\ a REDBAW RD ALIBRE VIA TIONS: SA WOU T 1029 LF CURB & GUT7TFR VA L (E) EXIS77NG 2620 SF EXIS77NG FIRE HYDRANT I EA ASPHALT DIKE 414 LF A. C, PA WNG 287 TONS EXIS77NG CEN7FRLINE TYR TYPICAL o_) EXIS77NG POWER POLE CROSSWALK AND LIMIT LINES 220 LF MEDIAN SNIPES LAL TYANS DETAIL 28) JIO LF_ EXIS77NG STORM DRAIN LINE F9. FOUND Ej­­­­­­(----' 1JJ6 LF EXIS77NG SNEET LIGHT J69 LF BK. BOOK .............. ................ .............. EXISTING FIBER P77C LINE •FOUND MONUMENT PG. PAGE EXISTING 7RAFFIC SIGN EXISTING IRRIGA 77ON LINE C 0, K. COUNTY OF KERN EXISTING WA TER AAL VE ------- -------- EXIS,77NG WA 7ER LINE CO.B. CITY OF BAKERSFIELD DESIGN GRADE......................... ....... ........ EXIS77NG SEWER LINE COC CONCRE7E EXIS77NG SEWER MANHOLE EXIS77NG GAS LINE A. C. A SPHA L T PA VEMEN T EXISTING STORY DRAIN LINE v EXIS77NG FENCELINE FG FINISH GRADE 0 ............................... EXIST/ NG ITELECOM MANHOLE EXIS77NG ELECIRIC LINE EP EDGE OF PA VEMEN T ...................... ....,..°...._. ........ .. . EXISI SRHEAD EZEC7PIC LINE TNG 0 V 7D TOP OF DIKE TL FLOKINE • EXIS77NO PROPERTY LINE TO TOP OF PA ENT EXISTING RIGH T- OF- WA Y 68 GRADE BREAK ELEV ELEVATION EXISTING CURB & CUFFED R/W RIGHT OF WAY CL CEN7ERLINE SA WCU T BC BEGIN CUR VE EA SEMEN T L N/ IS EC END CUR VE (E) CURB & GUT TO PCC POINT OF COMPOUND CURVE BE REMOVED yy uj SHEET No. INDEX ST -1 T1 TL E SHEE T ST -2 ST ET NO TES & STA NDA ROS CS I- :JR:S T:REE T IMPR 0 =VEMEN IS' ST -4 SIGN & PA VEREN TDELINEATION COUNTY OF KERN . . . . . . . . ........ ....... _,Rm m R x MIN*_;R1 . ..... .... N� T" x x ......... . .. Y ............. X - ----- x 121 ... ....... ................ ................. . ......... ................ ...................... ......... .. ------ ......... . . ...... ...... ------ F j._. _ ­ ii OPRotlCo Sir-' r08FAr I - 9 WAlys4v AM- 4SO3& DEWATM PO DOC 2SOMM .4PPAovF-Z> RV. TIM M. SCHROE799 MA I I=HIALti UUAN H I T LZ V **ES77YA7FD OUAN7777ES, NOT TO BE USED FOR BIDDING PURPOSES SCALE: lit= 40' 40 20 0 40 80 1 ............ . WAM ............ __— --------- — - --------- �_ ... . ....... �/ .................. ........... ............ ................. . ........... jCOLLEGE 178 ........... ....... 11 L . .... NILES ST .............. . ............. II ............... ..... . ....... ............... . ....... MA LINDEN 11 GE ............. SF11("i BRUNDA L ....... ..... .......... . AVE. 578 EDI ON C...._:...._...7 ............ .. ...... .... ............. ...................... 511 RE 0 MING AVE. [B�NK ROAD z ............... . ..... �._J:IL F 0; Ax - ROAD ULLER, i ......... - ----- .......... ............ r . . .. .......... if R < S 0 0 0 11 . P ............ ------ AI[ HERMIOSA <L Lc_H -o- � t— __ .... . .... . ... - ----- ol! ui L<1 (oil OU . ..... oil is PANAMA LANE L<L .......... ........... . ................... ... . . * .......... . .. . ..... . ............... .............................. .... . .......... .. . . . . .......... ........... ... . ......... NTS 7HESE PCA NS A NO SPECIFIC A 770NS AERE PREP A RED 8 Y ME OR UNDER M Y DIREC 7708, A NO, TO THE BES T OF M Y KNOKEDGE AND BELIEF, COMPLY WIN CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CR17FRIA; AND THE Y INCL ODE A LL IMPRO VEMEN T REOUIREMEN TS OF THE AD WSOY A GENC Y ORO THER RE VFW BOAR . A N Y ERRORS, OMISSIONS, OR 140L OF THOSE ORDINANCES, STANDARDS, OR DESIGN 0171 -RIA ENCOUNTERED DURING COS 7RUC7708 SHALL BE CODPEC70 AND SUCH CORRECO NS REFLEC71D ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER, 7 - APPROVED BY- ROBERT T SWANSON DA TE R. C. E. 4,30,32 APPROVED BK PUBLIC WORKS DIRECTOR DA TE R. C. E, 61069 REVIEWED BK ASSISTANT PUBLIC WORKS DIRECTOR S TUA R T PA TTSON R. C. E. 44898 RE VIE WED BY.- TR�FJC EPGINEER RYAN STARBUCK ,4 l o� I DATE t4on. Al APPROVED BY- DIRECTOR OF KERN COUNTY PUBLIC WORKS CRAIG M. POPE NO TES: I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE TELEPHONE - 526-3049 2. ALL M4 TERIA t S SUPPLIED FOR THIS PROJECT WIL I. REQUIRE A CER TIFICA IF OF CORPt LANCE ST TING THA T THE REOUIREMEN IS & STAND ROS SET FORTH BY THE CITY OF BAKERSFIELD HA VE BEEN MET NO T A L L U 77L I 77ES WERE I OCA 70 ON THIS PL A N THE ENOINEER A SSUMES NO RESPONSIBIL I TY FOR UNDERGROUND U77LI77ES NOT SHOWN ON THESE PLANS OF FOR INFORMA 77ON OBTAINED FROM OUTSIDE SOURCES THE CONLYACTOR SHALL CONTACT ALL COMPANIES NTH UNDERGROUND FACIL177ES PRIOR TO GROUND DIS77JRBANCE TO VERIFY THE LOCA 77ON AND DEPTH ON ALL UNDERGROUND FACIL177ES AND U77LI77ES USA 1-800-642-2444 A NO TICE OF CCUPt E TION FOR THESE IUPRO VEMEN IS ILL NO T BE ISSUED, A NO THE NEW DRIVE W4 Y WILL NOT BE ALLOWED TO OPEN,TIL THE IMPROVEMENTS PER THE -TRAFFIC SIGNAL PLANS FAIRFAX / REDRAW ARE CONSTRUCTED AND THE SIC NA L IS OPERA TIONA L A NO A CCL`PTE D B Y THE CI TY nl/ BENCHMA11rx TOP OF A KCS BRASS CAP SET /A( A CONCRETE MONUMENT FOUND AT THE INTERSECTION OF FAIRFAX ROAD & REDBANK ROAD. ELEVATION = 406.27 (ASSUMED) low& looft 1!!! in eNn BAS6 or- oEARINuo ff w & ED 110 1800 S. FAIRFAX ROAD, BAKERSFIELD, CA 9JJ07 .APN Mfwv 16 1 �m� UTILI i i N C) I f- CITY -RECORDS NO. - IFIX.10, III SA WOU T 1029 LF CURB & GUT7TFR VA L 135 LF 5A SE & PA VEMEN T REMO VA L 2620 SF P0M5R POLE REMOVAL ------- --- I EA ASPHALT DIKE 414 LF A. C, PA WNG 287 TONS 11 -11, --- ---- __ -------- - - C4 CROSSWALK AND LIMIT LINES 220 LF MEDIAN SNIPES LAL TYANS DETAIL 28) **ES77YA7FD OUAN7777ES, NOT TO BE USED FOR BIDDING PURPOSES SCALE: lit= 40' 40 20 0 40 80 1 ............ . WAM ............ __— --------- — - --------- �_ ... . ....... �/ .................. ........... ............ ................. . ........... jCOLLEGE 178 ........... ....... 11 L . .... NILES ST .............. . ............. II ............... ..... . ....... ............... . ....... MA LINDEN 11 GE ............. SF11("i BRUNDA L ....... ..... .......... . AVE. 578 EDI ON C...._:...._...7 ............ .. ...... .... ............. ...................... 511 RE 0 MING AVE. [B�NK ROAD z ............... . ..... �._J:IL F 0; Ax - ROAD ULLER, i ......... - ----- .......... ............ r . . .. .......... if R < S 0 0 0 11 . P ............ ------ AI[ HERMIOSA <L Lc_H -o- � t— __ .... . .... . ... - ----- ol! ui L<1 (oil OU . ..... oil is PANAMA LANE L<L .......... ........... . ................... ... . . * .......... . .. . ..... . ............... .............................. .... . .......... .. . . . . .......... ........... ... . ......... NTS 7HESE PCA NS A NO SPECIFIC A 770NS AERE PREP A RED 8 Y ME OR UNDER M Y DIREC 7708, A NO, TO THE BES T OF M Y KNOKEDGE AND BELIEF, COMPLY WIN CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CR17FRIA; AND THE Y INCL ODE A LL IMPRO VEMEN T REOUIREMEN TS OF THE AD WSOY A GENC Y ORO THER RE VFW BOAR . A N Y ERRORS, OMISSIONS, OR 140L OF THOSE ORDINANCES, STANDARDS, OR DESIGN 0171 -RIA ENCOUNTERED DURING COS 7RUC7708 SHALL BE CODPEC70 AND SUCH CORRECO NS REFLEC71D ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER, 7 - APPROVED BY- ROBERT T SWANSON DA TE R. C. E. 4,30,32 APPROVED BK PUBLIC WORKS DIRECTOR DA TE R. C. E, 61069 REVIEWED BK ASSISTANT PUBLIC WORKS DIRECTOR S TUA R T PA TTSON R. C. E. 44898 RE VIE WED BY.- TR�FJC EPGINEER RYAN STARBUCK ,4 l o� I DATE t4on. Al APPROVED BY- DIRECTOR OF KERN COUNTY PUBLIC WORKS CRAIG M. POPE NO TES: I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE TELEPHONE - 526-3049 2. ALL M4 TERIA t S SUPPLIED FOR THIS PROJECT WIL I. REQUIRE A CER TIFICA IF OF CORPt LANCE ST TING THA T THE REOUIREMEN IS & STAND ROS SET FORTH BY THE CITY OF BAKERSFIELD HA VE BEEN MET NO T A L L U 77L I 77ES WERE I OCA 70 ON THIS PL A N THE ENOINEER A SSUMES NO RESPONSIBIL I TY FOR UNDERGROUND U77LI77ES NOT SHOWN ON THESE PLANS OF FOR INFORMA 77ON OBTAINED FROM OUTSIDE SOURCES THE CONLYACTOR SHALL CONTACT ALL COMPANIES NTH UNDERGROUND FACIL177ES PRIOR TO GROUND DIS77JRBANCE TO VERIFY THE LOCA 77ON AND DEPTH ON ALL UNDERGROUND FACIL177ES AND U77LI77ES USA 1-800-642-2444 A NO TICE OF CCUPt E TION FOR THESE IUPRO VEMEN IS ILL NO T BE ISSUED, A NO THE NEW DRIVE W4 Y WILL NOT BE ALLOWED TO OPEN,TIL THE IMPROVEMENTS PER THE -TRAFFIC SIGNAL PLANS FAIRFAX / REDRAW ARE CONSTRUCTED AND THE SIC NA L IS OPERA TIONA L A NO A CCL`PTE D B Y THE CI TY nl/ BENCHMA11rx TOP OF A KCS BRASS CAP SET /A( A CONCRETE MONUMENT FOUND AT THE INTERSECTION OF FAIRFAX ROAD & REDBANK ROAD. ELEVATION = 406.27 (ASSUMED) low& looft 1!!! in eNn BAS6 or- oEARINuo ff w & ED 110 1800 S. FAIRFAX ROAD, BAKERSFIELD, CA 9JJ07 .APN Mfwv 16 1 �m� UTILI i i N C) I f- CITY -RECORDS NO. - IFIX.10, III SA WOU T 1029 LF CURB & GUT7TFR VA L 135 LF 5A SE & PA VEMEN T REMO VA L 2620 SF P0M5R POLE REMOVAL ------- --- I EA ASPHALT DIKE 414 LF A. C, PA WNG 287 TONS 11 -11, --- ---- __ -------- - - CROSSWALK AND LIMIT LINES 220 LF MEDIAN SNIPES LAL TYANS DETAIL 28) JIO LF_ TWO- WA Y LEF -T TURN LANE LINES OL TRANS DETAIL J� 1JJ6 LF LEFrT 71IRN LANE LINES (CAL 7PANS DETAIL J8A) J69 LF **ES77YA7FD OUAN7777ES, NOT TO BE USED FOR BIDDING PURPOSES SCALE: lit= 40' 40 20 0 40 80 1 ............ . WAM ............ __— --------- — - --------- �_ ... . ....... �/ .................. ........... ............ ................. . ........... jCOLLEGE 178 ........... ....... 11 L . .... NILES ST .............. . ............. II ............... ..... . ....... ............... . ....... MA LINDEN 11 GE ............. SF11("i BRUNDA L ....... ..... .......... . AVE. 578 EDI ON C...._:...._...7 ............ .. ...... .... ............. ...................... 511 RE 0 MING AVE. [B�NK ROAD z ............... . ..... �._J:IL F 0; Ax - ROAD ULLER, i ......... - ----- .......... ............ r . . .. .......... if R < S 0 0 0 11 . P ............ ------ AI[ HERMIOSA <L Lc_H -o- � t— __ .... . .... . ... - ----- ol! ui L<1 (oil OU . ..... oil is PANAMA LANE L<L .......... ........... . ................... ... . . * .......... . .. . ..... . ............... .............................. .... . .......... .. . . . . .......... ........... ... . ......... NTS 7HESE PCA NS A NO SPECIFIC A 770NS AERE PREP A RED 8 Y ME OR UNDER M Y DIREC 7708, A NO, TO THE BES T OF M Y KNOKEDGE AND BELIEF, COMPLY WIN CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CR17FRIA; AND THE Y INCL ODE A LL IMPRO VEMEN T REOUIREMEN TS OF THE AD WSOY A GENC Y ORO THER RE VFW BOAR . A N Y ERRORS, OMISSIONS, OR 140L OF THOSE ORDINANCES, STANDARDS, OR DESIGN 0171 -RIA ENCOUNTERED DURING COS 7RUC7708 SHALL BE CODPEC70 AND SUCH CORRECO NS REFLEC71D ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER, 7 - APPROVED BY- ROBERT T SWANSON DA TE R. C. E. 4,30,32 APPROVED BK PUBLIC WORKS DIRECTOR DA TE R. C. E, 61069 REVIEWED BK ASSISTANT PUBLIC WORKS DIRECTOR S TUA R T PA TTSON R. C. E. 44898 RE VIE WED BY.- TR�FJC EPGINEER RYAN STARBUCK ,4 l o� I DATE t4on. Al APPROVED BY- DIRECTOR OF KERN COUNTY PUBLIC WORKS CRAIG M. POPE NO TES: I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE TELEPHONE - 526-3049 2. ALL M4 TERIA t S SUPPLIED FOR THIS PROJECT WIL I. REQUIRE A CER TIFICA IF OF CORPt LANCE ST TING THA T THE REOUIREMEN IS & STAND ROS SET FORTH BY THE CITY OF BAKERSFIELD HA VE BEEN MET NO T A L L U 77L I 77ES WERE I OCA 70 ON THIS PL A N THE ENOINEER A SSUMES NO RESPONSIBIL I TY FOR UNDERGROUND U77LI77ES NOT SHOWN ON THESE PLANS OF FOR INFORMA 77ON OBTAINED FROM OUTSIDE SOURCES THE CONLYACTOR SHALL CONTACT ALL COMPANIES NTH UNDERGROUND FACIL177ES PRIOR TO GROUND DIS77JRBANCE TO VERIFY THE LOCA 77ON AND DEPTH ON ALL UNDERGROUND FACIL177ES AND U77LI77ES USA 1-800-642-2444 A NO TICE OF CCUPt E TION FOR THESE IUPRO VEMEN IS ILL NO T BE ISSUED, A NO THE NEW DRIVE W4 Y WILL NOT BE ALLOWED TO OPEN,TIL THE IMPROVEMENTS PER THE -TRAFFIC SIGNAL PLANS FAIRFAX / REDRAW ARE CONSTRUCTED AND THE SIC NA L IS OPERA TIONA L A NO A CCL`PTE D B Y THE CI TY nl/ BENCHMA11rx TOP OF A KCS BRASS CAP SET /A( A CONCRETE MONUMENT FOUND AT THE INTERSECTION OF FAIRFAX ROAD & REDBANK ROAD. ELEVATION = 406.27 (ASSUMED) low& looft 1!!! in eNn BAS6 or- oEARINuo ff w & ED 110 1800 S. FAIRFAX ROAD, BAKERSFIELD, CA 9JJ07 .APN Mfwv 16 1 �m� UTILI i i N C) I f- CITY -RECORDS NO. - IFIX.10, III CAL TRANS STANDARD PLANS 1. THE FOLL OWING CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA TEST EDI TION THEREOF) CAL TRANS STD. PLAN DESCRIPTION ® A20A PA VEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS ® A208 PA VEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS ® A20D PA VEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS ® A24A PAVEMENT MARKINGS - ARROWS ® A878 HOT MIX ASPHAL T DIKES Cl TY OF BAKERSFIELD STANDARD PLA TES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRA C TOR TO OB TA IN LA TEST EDI TION THEREOF) CITY STD. NO. DESCRIPTION PROPOSED CITY STD. NO. DESCRIPTION ® ST -6 PA VEMENT PA TCHES ® T-2 (PRO) MISCELLANEOUS SIGN DETAIL ® ST -12 (PRO) TRENCH BACKFILL & COMPACTION REQUIREMENTS GENERAL NOTES 1. ALL CONSTRUC77ON SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONS TRUC77ON W1 THIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS ANO STA TE OF CALIFORNIA, DEPARTMENT OF IRA NSPORTA TION STANDARD SPECIFICA TIONS, LA TEST EDI77ON. THESE STANDARDS, DRAWINGS, AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS ANO THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. J THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF C007RUC770N. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EX/STING, ACCEP7ED STREET RIGHT -OF -WA Y. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S EST/MATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WA Y ANO APPROVED INSURANCE SHALL BE PROVIDED POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 5. 24 HOUR NO TICE- PRIOR TO THE START OF ANY PHASE OF CONS TRUC77ON W/THIN THE STREET RIGHT -OF -WA Y, THE CONTRACTOR SHALL GIVE THE CITY CONS7RUCTION INSPECTION SECTION A T LEAST 24 HOURS NOTICE; THE SECTION MA Y BE NOTIFIED A T (661) 326-2049. 6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA, AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONS 7RUC77ON. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HA VE PRECEDENCE OVER SCALED DIMENSIONS SWANSON ENGINEERING, INC., MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 7. EXISTING U77LI TY ANO UNDERGROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORDING TO A VAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICA TION OF THE LOCA 77ON ANO DEPTH OF ALL U77LITIES PRIOR TO BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED A T LEAST TWO (2) WORKING DA YS PRIOR TO ANY CONSTRUCTION OR EXCA VA TION (U. S A. - 1-800-227-2600). 8. ANY EXISTING IMPROVEMENTS OR U77LI77ES THA T ARE REMOVED, DAMAGED, OR UNDERCUT BY CONTRACTOR'S OPERA TIONS SHALL BE REPAIRED OR REPLACED A T THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER ANO APPROVED BY THE GOVERNING AUTHORITY. 9. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO N077FY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK. 10. THE CONTRACTOR SHALL FURNISH ALL LABOR, MA 7FRIALS, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 11. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED ANO REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, ANO NO COMPENSA TION WILL BE ALLOWED FOR SUCH CORRECTION. 12. THE CONTRACTOR AGREES THA T HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILI TY FOR JOB SITE CONDI77ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING EROSION, SEDIMENTATION, AND DUST CONTROL PLAN, STORM WATER POLLU77ON PREVLN77ON PLAN IMPLEMENTATION, AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPL Y CONTINUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, • AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, L-XCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1J. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS ANO SPECIFICA77ONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRA WINGS, HE SHALL SUBMIT A 9R/17EN REQUEST FOR AN /NTERPRETA 77ON OR A CORREC77ON THEREOF, PRIOR TO COMMENCING CONSIRUC77ON. 14. SWANSON ENGINEERING, INC., WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRI77NG BY SWANSON ENGINEERING, INC. 15. COUPAC77ON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCA 77ON OF REQUIRED 7ESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 16. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT COND177ONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DA YS PRIOR TO PA VINE 17. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCA 77ONS 18. LUMINAIRES SHALL BE SOLID STATE LIGHT ADMI T77NG DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGH77NG SPECIFICA TIONS. C. 0. B. STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. J. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL 08STRUC17ONS WITHIN THE STREET RIGHT=OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUC7URAL SEC 17ONS FOR EACH STREET FOR SPECIFIC INFORMARON. SHOULD FURTHER 1ES17NG SHOW A LOWER 'R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER 'R" VALUE, IN ACCORDANCE WITH THE CITY ENGINEER. 5. RELA 77 VE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE EN17RE WIDTH OF PA VEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADD//TON, RELA TI VE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 907 RELA TI VE COMPACTION UNDERNEA TH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6" THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCA RON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 8. ALL CONCRETE SHALL BE CLASS J AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HA VE A MAXIMUM WA TER/CEMENT RA TO OF 0.50. 9. ASPHAL T REJU VENA 17NG AGENT SHALL BE APPLIED TO NEW ASPHAL T CONCRETE PA VEMENT IN ACCORDANCE WI TH THE PROVISIONS FOR FOG SEAL IN SECTION J7, BITUMINOUS SEALS, OF THE STA 7F DEPARTMENT OF IRA NSPORTA TION STANDARD SPECIAL PROVISIONS CURREN7Z Y IN EFFECT AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED A T IN TERSEC 17ONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A RE --1N TO EXISTING STREET PA VEMENT 11. SEWER LA TERAL LOCA 17ONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LA TERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 1J. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOL T AND VANDAL PROOF NUT ASSEMBL Y OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK EDGE. 15. MAXIMUM SLOPE RA 770 FROM BA Cy OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4.• 1, EXCEPT FOR 2' BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 29. AL 7ERNA 77VEL Y, THE CITY ENGINEER MA Y APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 16. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 17. PRIOR TO PA VINE THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY TNA T CONDI 17ONS REMAIN THE SAME AS SHOWN /N THE APPROVED PLANS. SHOULD COND117ONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DA YS PRIOR TO PA WNG. AN OPEN STREET PERMIT SHALL BE OBTA/NEO FROM THE Cl7Y OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED W1 THIN EXlS71N6 ACCEPTED STREET RICHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POS TED PRIOR 70 THE ISSUANCE OF THE PERM17. 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PRO14S/ONS /N SECTION J9, 'ASPHAL T CONCRETE, " OF THE CAL TRANS STANDARD SPECIFICA TIONS AND THESE SPECIAL PROVISIONS 2. PRIOR TO THE ADD177ON OF ASPHAL T BINDER, THE COMBINED MINERAL AGGREGA TE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHAL T CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGA TE, " OF THE STANDARD SPECIFICA TIONS FOR 3/ " MAXIMUM, MEDIUM GRADING. J. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHAL T, UNLESS OTHERWISE DIRECTED BY THE Cl TY ENGINEER. THE ASPHAL T BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHAL T BINDER, IN SECTION 92-1.02(8), "GRADES, " OF THE STANDARD SPECIFICA TIONS. 4. THE AMOUNT OF ASPHAL T BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD J67 USING SAMPLES OF MA TERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHAL T BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. A T LEAST 14 DA YS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGA IF AND ASPHAL T SOURCES. B. DOCUMENTA TION VERIFYING THA T THE AGGREGA IFS TO BE INCORPORA TED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION J9-2.02, 'AGGREGA TE, " OF THE STANDARD SPECIFICA TIONS AND THESE SPECIAL PROVISIONS. MA TERIAL SIEVE ANAL YSIS ANO SAND EQUIVALENT TEST RESUL IS SHALL NOT BE OLDER THAN SIX (6) MONTHS ALL OTHER TEST RESUL IS SHALL NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST J67. LABORATORY TEST RESUL IS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHAL T CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION J9-2.02, 'AGGREGA TE, " OF THE STANDARD SPECIFICA TIONS AND THESE SPECIAL PROVISIONS IF THE DA TA SUBMITTED SHOWS TNA T THE MA TERIALS ARE SUBS TAN77ALL Y THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MA Y BE UP TO THREE (J) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHAL T CONCRETE PA VEMENT IS TO CONFORM TO EXISTING PA VED SURFACES, THE EXIS17NG PA VEMENT SHALL BE SAWCUT 7. A PRIME CDA T WILL NOT BE REQUIRED ON NON- PA VED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHAL T CONCRETE,• HOWEVER, ALL 0THER REQUIREMENTS OF SECTION J9-4.01, "SUBGRADE, " OF THE STANDARD SPECIFICA 17ONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MA TERIAL ONTO THE EX/STING PA VEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PA VING JOINTS SHALL MA TCH STRIPE LOCA TIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY ENGINEER OR CITY INSPECTOR. ADDI 17ONAL ASPHAL T CONCRETE SHALL BE PLACED A T ROAD CONNECTIONS ANO PRI VA TE DRI VES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS 0.15 FOOT OR LESS, PA VING OPERA TIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERA PONS, ADD117ONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADD117ONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR 0THER APPROVED BOND BREAKER, MA Y BE PLACED UNDER THE CONFORMS TO FACIL ITA 7E THE REMOVAL OF THE CONFORMS WHEN PA VING OPERA 17ONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS MORE THAN 0.15 FOOT, PA VING OPERA TIONS SHALL BE CONDUCTED IN SUCH A MANNER THA T THE LA YER OF ASPHAL T CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRA VELED WA Y BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. A T THE END OF EACH WORK SHIFT THE DIS TANCE BETWEEN THE ENDS OF A LA YER OF ASPHAL T CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES SUCH ADD117ONAL ASPHAL T CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PA VING OPERA TIONS RESUME. IJ. ASPHAL T CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST J75. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM 1HEOREI7CAL DENSITY, THE CONTRACTOR WLL BE ADVISED THA T THE REQUIRED RELA 17VE COMPACTION IS NOT BEING A TTAINED AND THA T THE MATERIALS OR PROCEDURES OR BO TH, IF NEEDED, NEED ADJUSTMENT. ASPHAL T CONCRETE SPREADING OPERA TONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NO7FIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESS/ VE JEST AFTER NO17CE IS GI VEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHAL T CONCRETE REPRESENTED BY THA T LOT SHALL BE REMOVED AND REPLACED WITH MA TERIAL THA T MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESUL IS FOR ANY LOT OF ASPHAL T CONCRETE INDICA TE THA T THE RELA 17VE COMPACTION IS EITHER LESS THAN 907 OR MORE THAN 96Z, THE ASPHAL T CONCRETE REPRESENTED BY THA T LOT SHALL BE REMOVED ANO REPLACED WITH MA TERIAL THA T DOES MEET THE IN-PLACE DENSITY REQUIREMENT THE CORREC17VE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY A. A PROPERL Y CALIBRA TED NUCLEAR ASPHAL T TESI7NG DEVICE IN THE FIELD, OR B. ASTM 01188 WHEN SLABS OR CORES ARE TAKEN FOR LABORA TORY TES77NG ZINC STEARA TE MA Y BE SUBST/ TUT ED WITH PARAFFIN. C. IN CASE OF DISPUTE METHOD 'B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER- (1) ABRASIVE GRINDING WITH EQUIPMENT U77LIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (J) PLACEMENT OF AN ASPHAL T CONCRETE OVERLA Y. THE METHOD WILL BE SELEC7E0 BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE A T THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONG17ZIDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PA VEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEA T RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION, " OF THE STANDARD SPECIFICA TIONS. A FOG SEAL COA T SHALL BE APPLIED TO ALL FINISHED ASPHAL T SURFACES A T THE CONTRACTOR'S EXPENSE. THE FOG SEAL CDA T SHALL BE EI THER ASPHAL T REJU VENA TING AGENT OR ASPHAL TIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICA TIONS FOR CLASS 2 AGGREGA TE BASE (CL// AGG BASE) CONFORMING TO SECTION 26 OF THE CAL TRANS STANDARD SPEC/FICA TIONS, LA TEST EDI TION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 507 OF THE VOLUME TO BE RECLAIMED ASPHAL T CONCRETE, PORTLAND CEMENT CONCRETE LEAN CONCRETE BASE, CEMENT 7REA TED BASE, OR A COMB/NA TION OF THOSE MA TERIALS - OTHER RECYCLED BASES SHALL NOT BE ALL OWED. A GGREGA TE BASE SHALL BE COMPA CTED TO A MINIMUM OF 957 OF MAXIMUM DRY DENSITY. 20. THE PA WNG CONTRACTOR SHALL GRADE THE PA VING AREAS TO THE FOLLOWING MODIFIED CAL TRANS STANDARD SPECIFICA TION SECTION 19-1 OJ PER THE CITY OF BAKERSFIELD.• IMMEDIA 7FL Y PRIOR TO PLACING SUBSEQUENT LA YERS OF MA TERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING. A. WHEN ASPHAL T CONCRETE OR ASPHAL T CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE A T ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBGRADE OR BASE MA TERIAL (OTHER THAN ASPHAL T CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA77ONAL POLLU77ON DISCHARGE ELIMINATION SYSTEM (NPOES), A 'NOTICE OF INTENT" (N0I) TO COMPL Y WITH THE 7FRMS OF THE GENERAL PERMIT TO DISCHARGE STORM WA TER ASSOCIA TED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED W/TH STA TE WA TER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THA T A STORM WA TER POLLU77ON PRE VEN77ON PLAN (SWPPP) BE PREPARED, CONT/NUOUSL Y CARR/ED OUT, AND AL WA YS BE A VAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. CITY RECORDS NO: 18-f 00 COUNTY OF KERN no� 2-111=1 CITY OF BAKERSFIE 2'-* 19*00 S 89*4621" E .......... .... .......... ........... I ..................................... W VAR. I VAR. o - a m q REDBANK ROAD ...............x........ x ................... x . ....... ........ x . ....... x ON—SITE PARKING MODIFICA TIONS NOT PART OF THIS PERMIT Ce Q.)..: R/W DEDICATION PER DOC # 4 RW .................................. .......... ......... ..........17 —t 7 TT-NZ9 n%� 48'.t 6 i ' 1 1' el LA O Lo -CD < V) L LQ z z Z Q3 Lo O _c) LQ'i 7,\ 41 00 a m q REDBANK ROAD ...............x........ x ................... x . ....... ........ x . ....... x ON—SITE PARKING MODIFICA TIONS NOT PART OF THIS PERMIT Ce Q.)..: R/W DEDICATION PER DOC # 4 RW .................................. .......... ......... ..........17 —t 7 TT-NZ9 n%� 48'.t 6 i ' 1 1' el O Lo -CD < V) u� ai CV z z Z I Lo O _c) LQ'i 7,\ 41 00 t— __j _j —EXISTING TELEPHONE BOX TO BE ADJUSTED TO GRADE C7 uj O C:) + CN M cc -c, Z 11" cz� -< <�,, - - CD d- tQ C14 '-4- c� < Z_�- lZs U) c� Lq C) od Q1, kj.: V) Lo Lo 06 C5 §� Qf" z z W, . 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N 002757" E N . ......... 00502" E 4— . . ......... io, _6 FAIRFAX ROAD 54'f . . . . ............ . . . . ............ .. .. . . . . ......... . . . ..... .. . ............ . . ........... . . . ......... .. . . . . ........ 2J*28. 40' FAIRE XREDBANK - 10*00.0022 A. - . ............... . . . ............. ... ..... . ...... .... 6- O Lo -CD < V) u� ai CV z z Z I Lo O _c) 41 00 —EXISTING TELEPHONE BOX TO BE ADJUSTED TO GRADE C7 uj O C:) + CN M cc lo COUNTY OF KERN R,11Jw 13 , v .. ....... A x ................ . . . ...... V/ \` I,f \; w . iii IIH . . ............ . ................ oyiiF . .... ... . ......... . ........ ...... .......... 017e .... ... . . . . .. .......... ................ ..... ­ — — — — — ----- ----- ----- - IT ................... ................... ............ ... ........................... ..... . ...... ....... . ....... - — ------- ..... ..... ... .... ....... .............................. . . ........... ... .. ..... Ir V% CP L� .......... . .......... . ........... ...................... ..... .. .. ... ... ........ .. ....... ........................................ . .................................. . .......... - — - - ---------- A io, C) b JO, 20'! Eol C) ll� 22- ,q* 00 9*00 C� c, 1� 12*00 13*00 11-f 00 A Lo L6 'N' ................... . . . . ............ . ................... . . ........... ..... . . .... I h + C14 + 04 x_,, 14-f 00 11 ..... . . .......... . . . . ............ N 002757" E N . ......... 00502" E 4— . . ......... io, _6 FAIRFAX ROAD 54'f . . . . ............ . . . . ............ .. .. . . . . ......... . . . ..... .. . ............ . . ........... . . . ......... .. . . . . ........ 2J*28. 40' FAIRE XREDBANK - 10*00.0022 A. - . ............... . . . ............. ... ..... . ...... .... 6- O Lo -CD < V) u� ai CV z z Z I CC 41 00 C7 uj cc v .. ....... A x ................ . . . ...... V/ \` I,f \; w . iii IIH . . ............ . ................ oyiiF . .... ... . ......... . ........ ...... .......... 017e .... ... . . . . .. .......... ................ ..... ­ — — — — — ----- ----- ----- - IT ................... ................... ............ ... ........................... ..... . ...... ....... . ....... - — ------- ..... ..... ... .... ....... .............................. . . ........... ... .. ..... Ir V% CP L� .......... . .......... . ........... ...................... ..... .. .. ... ... ........ .. ....... ........................................ . .................................. . .......... - — - - ---------- A io, C) b JO, 20'! Eol C) ll� 22- ,q* 00 9*00 C� c, 1� 12*00 13*00 11-f 00 A Lo L6 'N' ................... . . . . ............ . ................... . . ........... ..... . . .... I h + C14 + 04 x_,, 14-f 00 11 ..... . . .......... . . . . ............ N 002757" E N . ......... 00502" E 4— . . ......... io, _6 FAIRFAX ROAD 54'f . . . . ............ . . . . ............ .. .. . . . . ......... . . . ..... .. . ............ . . ........... . . . ......... .. . . . . ........ 2J*28. 40' FAIRE XREDBANK - 10*00.0022 A. - . ............... . . . ............. ... ..... . ...... .... 6- ---------- ............. . . . ........ I-,— TS TS 7S TS TS c7b C1 TY OF BAKERSFIEZ-9 x ......................... . . . . . . . . . . . ..... ...... REDBANK 23f28.22 V T"dtpr, y _61141MIM .................... ............ .................... ...... .................. ... ................ ........ Of....... ......... ........... ........................................................ .............................. . .............................. Z4-�VO 26*0027*00 C) REDBAW ROAD S 89*4657" E .... . ...... .................... . . . ......... ............. . . .......... — - ------------ A A A .. ..... ....... .. .......... .......... .. ........... ......... ............ ... .......... ..................... . ... .. ... ................ L0 74 - L0- ............. ..... ...................................... F` .. .. ... ..... .... Lo <)i ......... Y. ........... OHE ........... CHE E - ­-­­- .....E oliz . ........................ �3. It - DHE OHE ------- =1 \1 &14 '1 ......... RIW C 0 Ali cp. C2 DEDICATION PER Cl DOC # 2903M• 3 - U A CC LL J NK oto C) Q LQ CL� PL. LLl z 00 �o Q) L -w ob N5 LON) (oe r< O OQs zo, Zd-, 114- Ill- r+n Lw cn Qri C LQ I Lj LQ LAJ Q4 Lki Ltj Lki _:� -W L -w Ej Ed Ed Ej ­< cd cd L�� (,n Ed cil 2 (n cd z Ed ui Co DEMOL1770N NOTES AO SA WCU T AS SHO WN; 2' BACK OR AS DIRECTED BY CITY ENGINEER REMOVE CURB, GUTTER, & PA VEMEN T REMOVE TRAFFIC CONTROL SIGN, SEE SIGN & PAVEMENT DELINEA LION PLAN @ REMOVE FENCE (D REMOVE PRI VA TE SIGN & REL OCA TE AS DIRECTED BY OWNER O REMOVE POWER POLE & OVERHEAD ELECTRICAL COORDINATE WITH PG&E @ RELOCA 7F TRAFFIC CONTROL SIGN, SEE SIGN & PAVEMENT DELINEATION PLAN . .................................................... . . ............................ . I ioi 28*00 ................ . ...... Jo 15'f ........ ...... . ........... ............ ............ .. ..................... CONSTRIJC170N NOTES (D INSTALL TYPE 'A " ASPHAL T DIKE PER CAL TRANS STANDARD PLAN A87B. 0.45'ACI 1.60 C0 A.B. PA VEMENT SECTION PER 1.00' NA 77 VE @ 959"OFFS17F STREET IMPROVEMENT PLANS - FAIRFAX ROAD & REDBANK ROAD - MIRAMON7F HIGH SCHOOL - 1800 S. FAIRFAX ROAD - BAKERSFIELD, CA" (77=9.0 - R=10) APPROVED 0410912008 0.40' AC / 0.50' NA 77 VE Of 909' CURVE' TABLE .CURVE RADIUS LENGTH TANGENT DEL TA 1 1 15.00' 9.36' 4.84' 35'45;36" 1 2 70.00' 65.79' 35.55' 5351'00" CITY RECORDS NO: Q 0 ✓ CC uj cc `:<j( ---------- ............. . . . ........ I-,— TS TS 7S TS TS c7b C1 TY OF BAKERSFIEZ-9 x ......................... . . . . . . . . . . . ..... ...... REDBANK 23f28.22 V T"dtpr, y _61141MIM .................... ............ .................... ...... .................. ... ................ ........ Of....... ......... ........... ........................................................ .............................. . .............................. Z4-�VO 26*0027*00 C) REDBAW ROAD S 89*4657" E .... . ...... .................... . . . ......... ............. . . .......... — - ------------ A A A .. ..... ....... .. .......... .......... .. ........... ......... ............ ... .......... ..................... . ... .. ... ................ L0 74 - L0- ............. ..... ...................................... F` .. .. ... ..... .... Lo <)i ......... Y. ........... OHE ........... CHE E - ­-­­- .....E oliz . ........................ �3. It - DHE OHE ------- =1 \1 &14 '1 ......... RIW C 0 Ali cp. C2 DEDICATION PER Cl DOC # 2903M• 3 - U A CC LL J NK oto C) Q LQ CL� PL. LLl z 00 �o Q) L -w ob N5 LON) (oe r< O OQs zo, Zd-, 114- Ill- r+n Lw cn Qri C LQ I Lj LQ LAJ Q4 Lki Ltj Lki _:� -W L -w Ej Ed Ed Ej ­< cd cd L�� (,n Ed cil 2 (n cd z Ed ui Co DEMOL1770N NOTES AO SA WCU T AS SHO WN; 2' BACK OR AS DIRECTED BY CITY ENGINEER REMOVE CURB, GUTTER, & PA VEMEN T REMOVE TRAFFIC CONTROL SIGN, SEE SIGN & PAVEMENT DELINEA LION PLAN @ REMOVE FENCE (D REMOVE PRI VA TE SIGN & REL OCA TE AS DIRECTED BY OWNER O REMOVE POWER POLE & OVERHEAD ELECTRICAL COORDINATE WITH PG&E @ RELOCA 7F TRAFFIC CONTROL SIGN, SEE SIGN & PAVEMENT DELINEATION PLAN . .................................................... . . ............................ . I ioi 28*00 ................ . ...... Jo 15'f ........ ...... . ........... ............ ............ .. ..................... CONSTRIJC170N NOTES (D INSTALL TYPE 'A " ASPHAL T DIKE PER CAL TRANS STANDARD PLAN A87B. 0.45'ACI 1.60 C0 A.B. PA VEMENT SECTION PER 1.00' NA 77 VE @ 959"OFFS17F STREET IMPROVEMENT PLANS - FAIRFAX ROAD & REDBANK ROAD - MIRAMON7F HIGH SCHOOL - 1800 S. FAIRFAX ROAD - BAKERSFIELD, CA" (77=9.0 - R=10) APPROVED 0410912008 0.40' AC / 0.50' NA 77 VE Of 909' CURVE' TABLE .CURVE RADIUS LENGTH TANGENT DEL TA 1 1 15.00' 9.36' 4.84' 35'45;36" 1 2 70.00' 65.79' 35.55' 5351'00" CITY RECORDS NO: FAIRFAX ROAD 4.", V ............... - x . ................. X x ........... II . ....................... " fF_ t I N IN CONVENIENCE 161 12 0 2 FAIRFAX MIDDLE SCHOOL 1� N ................ ............... _x - - ----------------- X - - ------ MARKET HOMES 20" ......... . +) /L . ..................... x ......... X .............. - x . .............. ...... . ............... x ....... RW . .... ....... . ................... ................... ......... . . . ......... ................... x ....... loo t .......... IL 1Y .... ................ x ........................... ............ ............. .......... .............. \X .................. x ................. x .......... W14- i x . ........ x ol REDBANK - 23f 28.22 SPI24-1 (CA) SR4-1 6,A . ............................. R k. ........... . ........................................................................... .............................. ....................... r.��REL &A FAIRFAX - 10*00.00 16' ........ ...... I ......................................................... . .......................... . ...... 27B 106 MATCH EXISTING 18 . . . ...... ........... . ............... .......... .. T�, - - --------- .......... . .......... ...... ............ 2J+00 H . ....... ......... ............. 27*00 24-f 00 1 25+00 26*00 ............ 27+00 28+00 57 . ................ ............................................ 21 ........... . ........................... ......................................... - - - - ----------- ----- ........ .......... .......... . ..... .......... .......... ........ .......... .......... . ......... ........ .......... EXISTING 12 Z27_46 MA TCH EXIS 27B REDBANK ROAD 16' 21 R 14' ......... ....... -4- ................... Fil. LL REDBANK ROAD, . . . . . . ..... .......... ........ .......... .......... I-,J8JA 14' 12 278 R - - - - - - - - - - - - - - - - - - - - 4C 45) .............. . . .... ......... ........... \-INSTALL 12" WIDE 017E--_"*� R2-1 (45) RIW .... . ...... (RELOCATE) . .. . ..... . ....... . ...... . ........ . ....................................... CHEVRONS, 25'MAX O.C. . ....... . ...... . ...... . ....... . ....... . ....... . ...... . ....... . ....... . ...... . ....... . ..... ... . ...... ............. ........................... ................ .............................. ........................................................... .. . ....... . . ...... L R26 SPECIA1. ............. . ............................................. ......................................................................... .................................. --- - ------ . ....... R RIW llZ8 MIRAMONTE ALMOND ORCHARD HIGH SCHOOL 16' S1 GN & PA VEVI EN T D EL INEA T1 ON N0 TES & LEGEND NO TFS.- - ALL S TRIPING AND PA VEMEN T MARKINGS SHALL BE THERIVOPL A S TIC NEW STRIPING DENOTES CAL TRANS DETAIL NUMBER a FURNISH AND INSTALL TRAFFIC SIGNS PAINT PER CAL TRANS STANDARD SPECIFICA TION P TH- 02A L K YD, PER C.O.B. STD. T-2 UNLESS OTHERWISE NOTED O INSTALL 12" WHITE LIMIT LINE BUS ^1 KERN NA N31 T BUS STOP RI -1 fv STOP - ALL CHA NGES TO EXISTING STRIPING AND A PPL ICA TION Of - NEW INSTALL 12" YELLOW CROSSWALK R2-1 (45) IV SPEED LIMIT (45 MPH) STRIPING SHALL OCCUR IMMEDIA TEL Y PRIOR TO SIGNAL TURN -ON. NO R9-3 tv NO PEDESTRIAN CROSSING ACCESS THROUGH THE NEW ENTRANCE TO THE SCHOOL WILL BE REMOVE EXISTING SIGN/PA DEMENT DEL INEA TION AS SHOWN R26 (CA) ry NO PARKING ANY 77ME PERM TIED UNTIL THE TRAFFIC SIGNAL IS OPERA TIONA L AND R26 (CA)#SPECIA L N NO PARKING HERE TO CORNER A CCEPI-ED BY THE CITY SR4-1 (CA) N SCHOOL SPEED L )M( T A SSEMBL Y V (CA) INSTALL TYPE = (L) ARROW PER CAL TRANS S 7D. A24A SW24-1 (CA) f. SCHOOL WARNING ASSEMBLY W (CA) SW24-3 (CA) ry SCHOOL ADVANCE WA RNING A SSSUBL Y Y (CA) INSTALL TYPE = (R) ARROW PER CAL TRANS STD. A24A SNS N S7REET NAME SIGN W3-1 tv STOP AHEAD INSTALL TYPE =-(L) ARROW PER CAL TRANS STD. A24A REDBANK ROAD ................ . ON j� 1 tt a CONVENIENCE .� CHURCH MARKET ON _j .................. ............... .......... L fj IENI ................. x 7B 'IR (2 J ............ ... ..... ..... . .. . .............. .. .... 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R CY INSTALL 12' WIDE NH17F---- ............ 20'YAX 0° REDBANK 23+28°22 -...R26_.�CA) . ........ . ........ ......... . ......... _R CA DIAGONALS,' FAIRFAX _10*00.00 .......... . ......... �._.._.._.._ ._.._._ r..._.._.._.._.._.._.._.._.._.._.._.._.......... . .. . ........................... . ........................... . .......................... . ..................................... . ........ . .. ....... . ..... . .............................. . ............................. . ............................. . .. . .................... . ..................... RIW . ................................................ . .................................. . . .................................. . .............................. . .............................. . .............................. 0 1 -q- 717"17- ... . ........... ........... _­ . . . . ........... ........................................... .......... ....... . . ....... . ............................. FAIRFAX MIDDLE SCHOOL t I ..... . .............................. ............................. SCALE: 1" 40' .............................. (CA) ........ ........................ ................. ........... ........................... ........................... ................. . ........ ............... ...... ............... . ........ .... ....................... ............ \ * !�, . ............................. 2 .. ........ .............. . ................. ........... . . ...... . ..... 01 ....... ........................ ........... 20 10 0 20 40 k 4 ......................... ............ ....... ........ -- - ------------- ......C....._._....... t ........................ Lit R'N . ..... §7 MCA" HOMES'Lunq illit. V� . ........ ........ .... 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E Y p % �rcc f W :.f €€< t N o w ,az cc .I Gj 0 10 WHERE UTILITIES ARE WITHIN OR NEAR THE COMPACTION ZONE CONTRACTOR MA Y USE A 2—SACK SAND/CEMENT SLURRY FOR 6" ABOVE AND ON EITHER SIDE OF UTILITY DEMOLITION NOTES AU SAWCUT AS SHOWN; 2' BACK OR AS DIRECTED BY CITY ENGINEER © REMOVE CURB, GUTTER, & PA VEMENT © REMOVE TRAFFIC CONTROL SIGN, SEE SIGN & PA VEMENT DELINEATION PLAN DO REMOVE FENCE OE REMOVE PRIVATE SIGN & RELOCATE AS DIRECTED BY OWNER OF REMOVE POWER POLE & OVERHEAD ELECTRICAL COORDINATE WITH PG&E © RELOCATE TRAFFIC CONTROL SIGN, SEE SIGN & PAVEMENT Al DELINEA TION PLAN OH REMOVE EXISTING UTILITY,• COORDINATE WITH UTILITY OVER Al CONSTRUCTION NOTES 0 INSTALL TYPE 'A " ASPHAL T DIKE PER CAL TRANS STANDARD PLAN A87B• ✓ v -v v w v v v -v v w v w-� v w v �. A TIVE ® 9559 PAVEMENT SECTION FOR FAIRFAX ROAD PER - 0. / 1.60 7, A.B. / "OFFSITE STREET IMPROVEMENT PLANS — FAIRFAX ROAD & REDBANK ROAD — / 0.50' NNAMIRAMON TE HIGH SCHOOL — 1800 S• FAIRFAX ROAD — BAKERSFIELD CA" (IT=9.0 — R=10) APPROVED 04/09/2008 PA VEMENT SECTION FDR REDBANK ROAD PER: 0. 0.40' NA 1TVE / 1.40 9559XCLIA. B. / "OFFSITE STREET IMPROVEMENT PLANS — FAIRFAX ROAD & REDBANK ROAD 8. D — 0 MIRAMONTE HIGH SCHOOL 1800 S FAIRFAX ROAD — BAKERSFIELD CA (1T= — R=10) APPROVED 04/09/2008 0.40' AC / 0.50' NA TT VE ® 909 CURVE TABLE CURVE RADIUS LENGTH TANGENT DEL TA 1 15.00' 9.36' 4.84' 35'4536" 2 70.00' 65.79' 35.55' 5J:51'00' APPROVED BY: ROBERT T. SWANSON DATE R.C.E. N0. 43032 APPROVED BY: JIM M. SCHROETER R.C.E. NO. 46185 Q 0 2020 DATE SCALE: 1" = 40' 40 20 0- 40 80 b � " � � b-0 . CITY RECORDS N0.• N O V _I J NO NONE, �.kj V)MCV Z �h r Z I Z > r .- N 2 W I W w 2 N Lai 00 W W co N W W m Q c Q ;< » �; Y •( . 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E Y p % �rcc f W :.f €€< t N o w ,az cc .I Gj 0 10 WHERE UTILITIES ARE WITHIN OR NEAR THE COMPACTION ZONE CONTRACTOR MA Y USE A 2—SACK SAND/CEMENT SLURRY FOR 6" ABOVE AND ON EITHER SIDE OF UTILITY DEMOLITION NOTES AU SAWCUT AS SHOWN; 2' BACK OR AS DIRECTED BY CITY ENGINEER © REMOVE CURB, GUTTER, & PA VEMENT © REMOVE TRAFFIC CONTROL SIGN, SEE SIGN & PA VEMENT DELINEATION PLAN DO REMOVE FENCE OE REMOVE PRIVATE SIGN & RELOCATE AS DIRECTED BY OWNER OF REMOVE POWER POLE & OVERHEAD ELECTRICAL COORDINATE WITH PG&E © RELOCATE TRAFFIC CONTROL SIGN, SEE SIGN & PAVEMENT Al DELINEA TION PLAN OH REMOVE EXISTING UTILITY,• COORDINATE WITH UTILITY OVER Al CONSTRUCTION NOTES 0 INSTALL TYPE 'A " ASPHAL T DIKE PER CAL TRANS STANDARD PLAN A87B• ✓ v -v v w v v v -v v w v w-� v w v �. A TIVE ® 9559 PAVEMENT SECTION FOR FAIRFAX ROAD PER - 0. / 1.60 7, A.B. / "OFFSITE STREET IMPROVEMENT PLANS — FAIRFAX ROAD & REDBANK ROAD — / 0.50' NNAMIRAMON TE HIGH SCHOOL — 1800 S• FAIRFAX ROAD — BAKERSFIELD CA" (IT=9.0 — R=10) APPROVED 04/09/2008 PA VEMENT SECTION FDR REDBANK ROAD PER: 0. 0.40' NA 1TVE / 1.40 9559XCLIA. B. / "OFFSITE STREET IMPROVEMENT PLANS — FAIRFAX ROAD & REDBANK ROAD 8. D — 0 MIRAMONTE HIGH SCHOOL 1800 S FAIRFAX ROAD — BAKERSFIELD CA (1T= — R=10) APPROVED 04/09/2008 0.40' AC / 0.50' NA TT VE ® 909 CURVE TABLE CURVE RADIUS LENGTH TANGENT DEL TA 1 15.00' 9.36' 4.84' 35'4536" 2 70.00' 65.79' 35.55' 5J:51'00' APPROVED BY: ROBERT T. SWANSON DATE R.C.E. N0. 43032 APPROVED BY: JIM M. SCHROETER R.C.E. NO. 46185 Q 0 2020 DATE SCALE: 1" = 40' 40 20 0- 40 80 b � " � � b-0 . CITY RECORDS N0.• N O V