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HomeMy WebLinkAbout6.1-1875GENERAL NOTES: IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORMA 1. ALL WORK SHALL CONFORM TO THESE IMPROVEMENT PLANS. THE PROJECT SPECIFICATIONS, CONSTRUCTIONWORKS "GREEN BOOK" I T ! HE EVENT OF A CONFLICT THE MOST STRINGENTPREVAIL. 71 ELEVEN ST- ORE T4r'41516 APPROVAL2. OF THESE PLANSI LI THE CONTRACTOR FROM THE RESPONSIBILITY FOR THE CORRECTIONS OF ERRORS OR OMISSIONSISCOVERED DURING CONSTRUCTION.L APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEDI I THE REVIEW APPROVAL PRIOR TO CONTINUANCE OF THE AFFECTED IMPROVEMENTS. DEVIATION L L BE MADE UNLESS A CHANGE ORDER IS APPROVED BY THE CITY ENGINEER AND NOTED IN THE REVISION GIVEN.WHERE SUCH APPROVAL HAS BEEN I ♦ ALL CONCRETE SIDEWALKS ENCROACHMENT PERMIT FOR WORK WITHIN THE PUBLIC WAY PRIOR TO THE START OF LI THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLEJOIN. REMOVED AND REPLACED IN SITE PLAN REVIEW #20-0092 •- CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE DIVISIONSINDUSTRIAL CONFORMANCE WITHI I PLANS. CURB REGULATIONS . IF REQUIRED.INSPECTOR, THE AND GUTTER, SIDEWALK AND ALL OTHER VISIBLEWITHIN TSHALL PROVIDECONTRACTORS SHALL IT FROM SAID DIVISION. BE CONSIDEREDI IF ANY OF THE FOLLOWING DEFECTS 5. CONTRACTORS SHALL Y THE CITYINSPECTOR 48 HOURS PRIOR: TWO OR MORE PITS1/4" II , SCRAPES OR GOUGES COMMENCINGE IN ADVANCE OF SPECIFICINSPECTION rr IN DEPTH OR " IN LENGTH WITH ANY FIVE FOOT LONG SECTION DURINGETI I " WITHIN 10 FEET. 6. L WORK SHALL BE PERFORMED DURINGI ING HOURS AND WILL BE SUBJECT 36. THE CONTRACTOR SHALL MAINTAIN ALL ADJACENT STREETS IN A NEAT, CLEAN, DUST TO INSPECTION IC WORKS DEPARTMENT. WHERE OVERTIME INSPECTIONI ITION AT ALL TIMES AND TO THE SATISFACTIONI NEEDED, SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE CITY ENGINEER. THE ADJACENT STREETSLLDEBRIS, CONTROLLING ENGINEER, THE CONTRACTORS WILL BE BILLEDI INSPECTION ICES. DUST AND OTHER NUISANCES AT ALL TIMES. CONTRACTORS7. ICONDITIONS DIMENSIONS L ALL CLEAN UP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. STREETI f DISCREPANCIESTHE ENGINEERL I ALL PAVED RIGHT—OF—WAY WITHOUT THEomw Mom WORK. PERMISSION OF THE CITY ENGINEER.MFY' 8. CONTRACTORS LL LOCATE,. PROTECT, AND SAVE ANY AND ALL SURVEY MONUMENTS 37. AN OPEN STREET PERMITL BE OBTAINEDI I ` I THAT WILL BE OR MAY BE DAMAGED OR DESTROYEDTC IEXISTING THE CONTRACTOR ALL T CITYAND ENGINEER OF RECORD. I ♦ - IMPROVEMENT AGREEMENT, APPROVED C la," `,', 00 .. ;•'� 40.)0 �, .a, THE SUPERVISING IL ENGINEER OR HISI I L RESETINSURANCE AND SECURITY' ALL I I WITHIN RIGHT—OF—WAY L I ISSUANCE �.°°;yep. •j 4 SURVEYORS' ACT. OF THE PERMIT. 9. UTILITY LOCATION L IN ACCORDANCE 38. ANY WORK CONNECTINGEXISTING IC FACILITIES FROM PRIVATE PROPERTY WILLREQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC WITH DATA FURNISHED BY THE UTILITY COMPANIES. NEITHER THE CITY NOR THE ENGINEER ASSUMES RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION RECEIVED I I SHALLFROM EACH COMPANY. THE CONTRACTOR BE RESPONSIBLEIALL TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUTPUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE ' OPERATIONS.LL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING ? :. . INSTALL I L I ALL IFIRE I . DEPARTMENT REQUIREMENTS. 10. EXISTING IC SIGNS ARE NOT TO BE REMOVED WITHOUT PRIOR APPROVAL CITY L T SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED MAXIMUMTRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 95% OF REQUIREMENTSL.TRAFFICt e. . DENSITYI T T 1. L CONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER 20 DAYS PRIOR TO TI I I ENGINEER'S I SUBGRADE AND 1♦ E I �.: MUST BE OBTAINED PRIOR TO IMPLEMENTATION TRAFFIC 1• T ' ' I f I I I J I T1 L MAINTAINED L TIMES. E 4 I SHALL I I I I ♦CONDITIONS REMAIN THE SAME AS SHOWN FE ISHOULD BE SUBMITTED TO THE CITY FOR E L1 L UTILITIESL INSTALLED I CONSTRUCTIONI 1 I ♦ , GUTTERS, r LUMINAIRES LL I LI EMITTING I ITL LL 1 TI I I .. ENGINEER.(ORIENTED NORTH) AND SHALL CONFORM TO THE L , T, I I L BE LATEST CURRENT I LIGHTING SUBMITTED FOR THE IENGINEER'SI I I �* 44. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT THE INSTALLATION OF MATERI . STANDARDS SETBY PUBLICL I I I . MISCELLANEOUS - L I I PER CITY I • APPROPRIATE♦ I I I L 4 . ENGINEERS SHALL ♦1, EXCEPT FOR TWO FEET BEHINDIMAXIMUM RESULTS . ♦I ANALYSIS, ! R' VLUE) PREPARED BY THE ' T I CURBING GEOTECHNICAL r BEHINDI 15. ABOVE GROUND STRUCTURES I IINCLUDING, II T r ♦ IF THE ISPROVISIONSIL POLLUTANT_. FACULTIES, ANY UTILITYDISTRICT, AND THE U.S. DISCHARGE ELIMINATION , A 'NOTICE OF I TO COMPLY WITHCONSISTENT- POSTAL SERVICE SHALL BE ITH MINIMUM REQUIREMENTS ACCESS. THE TOP OF CURB WIDTH SHALL NOT BE INCLUDED WHEN MEASURING THE TERMS OF THE GENERAL PERMIT TO DISCHARGET . SIDEWALK WIDTH. CONSTRUCTION ACTIVITY—DWQ AS AMENDED BY ORDER I — — — -1 16. TRAFFIC SIGNSI INSTALLED -- 1 -- —.006—DWQ) MUST BE FILED WITHWATER ACCORDANCE WITH THE APPROVED PLANS AND TO THE SATISFACTIONI IN SACRAMENTO BEFORE THE BEGINNING ENGINEER.I ACTIVITY. LIANCE WITH THE GENERAL PERMIT 17. PRIORI I, THE. CONTRACTOR SHALL VERIFY ALLJOIN STORM WATER POLLUTION PREVENTION CONDITIONS IONS DIFFER FROM THOSE CARRIED OUT, AND ALWAYS BE AVAILABLEI INSPECTION SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT CONSTRUCTION HOURS. BEGINION UNTIL THE CHANGED CONDITIONSL I INFORMATIONAL . 18. THE EXISTENCE, LOCATION AND CHARACTERISTICSI L, AND TEXTURED PATTERN SHALL BE APPROVED ON THE INFORMATION SHOWN ON THESE PLANSI LANDSCAPE PLANS BY THE RECREATIONDEPARTMENT. AVAILABLE 19. THE CONTRACTOR SHA LL ASSUME SOLE AND COMPLETERESPONSIBILITY I CONDITIONS, INCLUDING TDURING THE COURSE CITY SPECIAL NOTES: OF CONSTRUCTION 'OF THIS PROJECT.I ECONTINUOUSLY LIMITEDAND SHALL NOT BE L WORKING HOURS. THE CONTRACTOR SHALL 1. 24 HOUR INSPECTION NOTICE PRIOR DEFEND, INDEMNIFY L I I I ISECTION L. U I I , L ALLEGED, I IWITH,' I I ISECTION 1 Mill= .., i i ■,.... i j klr i j i i.... ! ■ ■ k ■ �.... :■mi..l lao ! ■ --. j i ■ M., y i i i ! ■ `......... ■ i i ■ ■ ■ .. ■ j j - ■ --- 20 THE CONTRACTOR FAMILIARIZE I T PLANS, I SHALL0 ♦ COMPACTION TEST NOTE — COMPACTIONL BE THE A.C. ACCESS RAMPS 2I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON I I • GEOLOGY1 IIITY OF THE DEVELOPER/SUBDIVIDER/C OVERLAYS AS SPECIFIED IN SECTION 39-402 OF THE STANDARD SPECIFICATIONS. THESE PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED E1. ) I I E r LNUMBER LOCATIONANDIDETERMINED 2 CONCRETE STANDARDS OF THE RESPECTIVE UTILITY AGENCY AT THE END TO THE FINISHED GRADE j DURING R JOB SITE CONDITIONS E I I I I.VEWAY THE EENGINEER.I OF THE PAVEMENT. GAS VALVE SLIP CANS ANU LIDS SHALL BE ADJUSTED TO GRADE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THEr LF . THE CONTRACTOR ALL OBTAIN AN. O.S.H.A. PERMITCALIFORNIA IVI I F SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY 1,540, 31. u CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE INDUSTRIAL. SAFETY PRIOR TO THE CONSTRUCTION TRENCHES OR EXCAVATIONS WHICH 215 3 CONCRETE CURB AND GUTTER F BASINCB CATCH ARE 5 T OR DEEPER. i -, i L 1! ANY INDEMNIFY ♦ , HOLDHARMLESS DESIGN PROFESSIONAL a CURB FACE NECESSARY TO COMPLETE THE WORK. 23. CONTRACTOR SHALL COMPLY I 33. UNLESS NOTED OTHERWISE, STATIONING ON PLANS ARE CENTERILINE STATIONING, AND PCC II NICOLAS I 'RCE 6 EA PRACTICE , 5 SAW CUT. ■■tj BACKFILLING ALL TRENCHES SHALL BE TESTED AND MEET THE APPROVAL . LL IENGINEER- MINIMUM IN CAUTION:PREPARING THE GEOTECHNCIAL ENGINEER. BACKFILLING SHALL MEET THE REQUIREMENTS OF SSPWC. EA E DOMESTICDW • ADVANCE TO REQUEST A PRE—CONSTRUCTION MEETING DISCUSS THE CITYSI r LIABLE r UNAUTHORIZED r OR USES 6 ' AC REMOVAL & REPLACEMENT STD STANDARD CONSTRUCTION LIIES AND PROCEDURES. THIS MEETING SHALL BE ATTENDED BY THE OF THESE PLANS.ALL CHANGES TO THE PLANS MUST BE IN WRITING, I EP EDGE OF PAVEMENT CIVILCONTRACTOR PROJECT I TOP OF CURB EVT MEDIAN N TOP OF FOOTING TRAFFIC25. THE CONTRACTOR SHALL SUBMIT A EXISTING TG TOP OF GRATE FFE FINISH FLOOR ELEVATION BEFORE THE START OF CONSTRUCTION. THIS PLAN SHALLI ITY FACILITIES L SIGN.8 RELOCATE BY THE CITY ENGINEERI ♦ SHOWN ON THESE PLANS WERE OBTAIILABLE TSP TRAFFICFNC L POLE FPW 26. THE CONTRACTOR SHALL PROTECT L I I I • L FS JUST TRAFFIC SIGNAL 0 ACCORDANCE WITH SECTIONALL CONFIRMED IN THE FIELD♦ THE CONTRACTOR SHALL TYP TYPICAL POINTHP HIGH SHALL2 AREAS OF WORK INED AT ALL TIMES. BE RESPONSIBLEIADJUSTMENTS TO INV INVERT ELEVATIONVITRIFIED 04 27. ALL PAVEMENT JOIN LINES SHALL BE �ALIGNMENTTHE JUNCTIONL ELECTRICAL0 LD LOCAL DEPRESSION CURB OR AT RIGHT ANGLES TO' THE T CENTERLINE. CONTRACTOR IS REQUIREDTO MH TO GRADE. A.C.28. IT lNAL JOIN LINESLL BE CONSTRUCTED AT THE EDGES OF PREVENT DAMAGE TO ANY UTILITYFACILITIES 1COMMUNICATIONS Lu 5 I I LL I r ILII ♦ BOX/VAULT TO GRADE.1�llnl Mill= .., i i ■,.... i j klr i j i i.... ! ■ ■ k ■ �.... :■mi..l lao ! ■ --. j i ■ M., y i i i ! ■ `......... ■ i i ■ ■ ■ .. ■ j j - ■ --- EXISTING QTY'S LENGTH AND WIDTH A.C. 29. A TACK COAST SHALL BE APPLIED AT ALL SAW -CUT AND JOIN LINES UNDER THE A.C. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON ARHM (ARTERIAL OVERLAYS AS SPECIFIED IN SECTION 39-402 OF THE STANDARD SPECIFICATIONS. THESE PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED ii ) RESET SEWER STORM DRAIN WATER VALVES PER THE CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE An t L t A A STANDARDS OF THE RESPECTIVE UTILITY AGENCY AT THE END TO THE FINISHED GRADE j DURING R JOB SITE CONDITIONS 495 OF THE PAVEMENT. GAS VALVE SLIP CANS ANU LIDS SHALL BE ADJUSTED TO GRADE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THEr LF 73 LF DURING THE PAVING OPERATIONS. SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY 1,540, 31. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE SF 215 ALERT (USA) TOLL FREE AT'811 AT LEAST i, HOURS PRIOR TO ANY CONTRACTORS AND SUBCONTRACTORS DEFEND, F BASINCB CATCH ! kLL NECESSARY CONSTRUCTION `ii PROVIDE CONTRACTOR RESPONSIBLE i -, i L 1! ANY INDEMNIFY ♦ , HOLDHARMLESS DESIGN PROFESSIONAL a CURB FACE NECESSARY TO COMPLETE THE WORK. ` AND ALL LIABILITY, REAL ALLEGED, IN CONNECTION WITH THE ztrlzl 33. UNLESS NOTED OTHERWISE, STATIONING ON PLANS ARE CENTERILINE STATIONING, AND PERFORMANCE. OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING NICOLAS I 'RCE 6 EA ARE PROVIDED FOR REFERENCE PURPOSES ONLY. PROFESSIONAL.SURVEYING FROM THE SOLE NEGLIGENCE OF THE DESIGN ■ ■■tj BACKFILLING ALL TRENCHES SHALL BE TESTED AND MEET THE APPROVAL I MAN—HOLE I DROP INLET THE GEOTECHNCIAL ENGINEER. BACKFILLING SHALL MEET THE REQUIREMENTS OF SSPWC. EA DOMESTICDW 1 Mill= .., i i ■,.... i j klr i j i i.... ! ■ ■ k ■ �.... :■mi..l lao ! ■ --. j i ■ M., y i i i ! ■ `......... ■ i i ■ ■ ■ .. ■ j j - ■ --- KEY MAP SCALE: 1" = 50' EXISTING QTY'S LENGTH AND WIDTH A.C. ASPHALT CONCRETE k LOW POINT ARHM (ARTERIAL (ARTERIAL), (LOCAL) I , INC. 1 EA 1 EA1,310 t L t A A OHW SF 655 SF 495 SF 86 LF 73 LF 46 KEY MAP SCALE: 1" = 50' VERDE STREET - 1ST STREETBRUNDAGE LANE SITE111low vl' RICHLAND �65 8u LOUSTALOTL TERRACE WAY SHEET INDEX NOT TOSCAI E SHEET N0. TITLE 1 TITLE SHEET 2 SOUTH "H" STREET 3 BRUNDAGE LANE & RICHLAND STREET 4 STANDARD PLANS STANDARD ABBREVIATIONS- EXISTING QTY'S LENGTH AND WIDTH A.C. ASPHALT CONCRETE UP LOW POINT ARHM (ARTERIAL (ARTERIAL), (LOCAL) I , INC. 1 EA 1 EA1,310 R BENCH MARK OHW SF 655 SF 495 SF 86 LF 73 LF 46 LF 1,540, SF 670 SF 650 SF 215 LF 154 LF 91L BASINCB CATCH 7 L a CURB FACE PVC r2 ztrlzl MISCELLANEOUSCMB CRUSHED CENTURY LINK .� NICOLAS I 'RCE 6 EA 1 EA IPIPE DOUBLEDDVC T I MAN—HOLE I DROP INLET 3 EA DOMESTICDW 1 EA END CURB RETURN STD STANDARD VERDE STREET - 1ST STREETBRUNDAGE LANE SITE111low vl' RICHLAND �65 8u LOUSTALOTL TERRACE WAY SHEET INDEX NOT TOSCAI E SHEET N0. TITLE 1 TITLE SHEET 2 SOUTH "H" STREET 3 BRUNDAGE LANE & RICHLAND STREET 4 STANDARD PLANS STANDARD ABBREVIATIONS- , INC. BEARINGS EXISTING L&W LENGTH AND WIDTH A.C. ASPHALT CONCRETE UP LOW POINT ARHM ASPHALT RUBBER HOT MIX LS LANDSCAPING I , INC. BEGINNINGBCR I EXISTING R BENCH MARK OHW OVERHEAD WIRESBM BW BACK OF WALK PA PLANTER AREA — CENTER LINE FCC PORTLAND C&G CURB AND GUTTER 0 PROPERTY LINE > CABLECATVPB L I ION PULL BOX POB POINTBEGINNING FIRES NO, CA 93722 BASINCB CATCH L a CURB FACE PVC POLYVINYLCF L I ztrlzl MISCELLANEOUSCMB CRUSHED CENTURY LINK I NICOLAS I 'RCE 6 CLEAN—OUTGo IPIPE DOUBLEDDVC T I MAN—HOLE I DROP INLET SDP STANDARD DUTY PAVEMENT DOMESTICDW END CURB RETURN STD STANDARD EL ELEVATIONECR I EP EDGE OF PAVEMENT Tc TOP OF CURB EVT ELECTRIC I TF TOP OF FOOTING EX.- EXISTING TG TOP OF GRATE FFE FINISH FLOOR ELEVATION TRANSITION L FLOW LINEIT FENCE TSP TRAFFICFNC L POLE FPW FIRE PROTECTIONTRAFFIC FS FINISHEDSURFACE Lo HDP HEAVYDUTY PAVEMENT TYP TYPICAL POINTHP HIGH INV INVERT ELEVATIONVITRIFIED 04 I JB JUNCTIONL CHAIR LD LOCAL DEPRESSION WV WATER VALVE MH MAN HOLE , INC. BEARINGS EXISTING REVIEWED.PH PROPOSED CONTOURS IRVINE, TX 75063 CENTERLINE PG&E RIGHT RYAN STARBUCK PROPERTY LINE CIVIL ENGINEER CITY EASEMENT LINE I , INC. PROPOSED CURB 701 N. PARKCENTER DRIVE EXISTING R RIDGE LINE/ GRADE BREAK FW PROPOSED FIRE WATERLINE MIKE SILVEY SANITARY SEWER PH (714)401-1677 WATERPROPOSED, PROPOSED — DRAINPROPOSED STORM SEXISTING SANITARY SDEXISTI IN ENGINEERINGWORKS SALEM INC.GROUP,1600 EXISTING > FLOW LINE L GGRADE BREAK (GB) , INC. BEARINGS REVIEWED.PH CITY OF BAKERSFIELD IRVINE, TX 75063 DIVISION PG&E 1 MCCUTCHEN ROAD RYAN STARBUCK BAKERSFIELD, CA 93313 CIVIL ENGINEER L.: ( ) I , INC. TRAFFIC ENGINEER 701 N. PARKCENTER DRIVE CALWATER SANTA ANA, CA 92705 3725 SOUTH H STREET BAKERSFIELD, CA 93304 MIKE SILVEY .:() 837-7200 PH (714)401-1677 — PROJECT .STUART SOILS ENGINEER CITY OF L _ PUBLIC PA TTESON RCE 44898 DA TE ENGINEERINGWORKS SALEM INC.GROUP,1600 TRUXTON AVENUE 4729 • JACQUELYN AVENUE I CA 93301 ' . 1) FIRES NO, CA 93722 GAS/ L CTRIC: ANY 'SIGNALS, PEDESTRIAN PUSH BUTTONS, RULL BOXES, CABINETS,CONTROL OWNED MAINTAINED BY. CALTRANS WILL REQUIRE A SEPARATE ENCROACHMENT PERMIT (PERMIT APPLICATION #0620-6TK (559) 271-9700 REVIEWED.PH • • PG&E RYAN STARBUCK DA TE SOILS REPORT { 1} 437-8701 TRAFFIC ENGINEER z 0 GEOTECHNICAL CD 000, INVESTIGATION +i — PROJECT .STUART o PA TTESON RCE 44898 DA TE DATED AUGUST r 2020 TEL.: (510)645-2929 r ASSISTANT <<<<<(zj a ii TEL.: { } - APPROVED. '' ztrlzl CENTURY LINK NICOLAS I 'RCE 6 TEL., (303)992-9931 PUBLIC WORKS DIRECTOR MY BRIGHTHOUSE TEL.: 1} 1 BASIS OF BEARINGS: THE ON THE n » OF SURVEY MAP LI STREET AS SHOWN ON RECORD I I 1BEING L 3 t ® ! tr 1 . DESCRIPTION:BENCHMARK: B.M. 58-9 . SET IN HANDHOLE INTERSECTION . L ♦ 388.99 FT. I CITY RECORDS NO. THESEPLAN AND SPECIFICATIONS Y DIRECTION AND TOTHE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELDORDINANCES, STANDARDS, ° DESIGNAND CRITERIA, I IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER ! TI T I REVIEWOMISSIONS, ! AND DESIGN CRITERIA T T LL BE CORRECTE NID No. C58651 SUCH STANDARDS, TI,�. I T T IT I 3 q J) w f Y civ MICHAEL I�L 1 1 1—op c ,28- DATE N !, w • • o` co 0 • z 0 CD 000, +i y� ■ o • Lli r <<<<<(zj v . Ln a) ' J Lo U 04 z Lu 5 �— L !, w • • o` co 0 • z 0 CD 000, +i y� ■ o • r !, w • • o` z 0 CD y� '*..,.. • r W 0 E i 0 a U 2 O i Z r x m 0 N W N ID W i / a Y O a N M i 0 N Know what's ne Call before a> d ` I /{1)CURB SD SD S CURB SD 1 CURB _� O SD S 0 /_Q) CURB D SD SD S 11 CURB IT 12 -11ff UP § CURB 1 2 2 C N 5 5 U)( cf)tnl`� �N 00 to >- t- wp lXp�' C m a) wpp p WCV 0 ppW LO Zrj ZOO `� � Z -l- O Z N O __j U') p .- N ± o SHEET 3 0,- N pr - N V_ 0 ��N UNC 13+00 •r,.""""'•-� I S 0°37'51" W -I _ SECTION LINE 0 10' 20 21.66' 3' W=35' 3' 14.85' 9' 3' W=35' 3' 40.25' SCALE: 1 " = 10' ff 391.25 TCv> SAWCUT 6"CF 391.30TC 2 8 � 391.47TC 1" 7P)CF . (391.48)TC 6 CF ( ) & JOIN 390.80FL 391.31 TC \ 13 N " UP o 390.89FL T CF 7 CF 390.89FL SAWCUT 7.3 CF (390.75)FL "CF (391.37)TC 2 8 (390.87)FL 2 8 391.27TC 1 LIP _ 1" LIP 390.81 FL 6.7 CF 1" LIP 1" LIP &JOIN » 391.48TC 6 CF 390.77FL 3 4 (390.81)F� 3 4 3 4 7 CF 0 390.89FL 390.89FL 390.90FL • • LD 1 390.77FL 390.80FL SAWCUT P (391.47)TC 12 N„ UP§ & JOIN 1 PP& GUY 7 CF (390.89)FL A WM (_ - -o.oA -o.os% q A A -a.osq a 01% -0. 1% A 0.44 ° cl) a a= Oda A A\ A OHO 4 A G. A "' \ A 4 ap A a \ a A p A 4 \ � M m CB 1_ A SAWCUT opd A A A. A ; A a opo A a A q A T A ap A A A 4 ao° A SAWCUT &JOIN O L- \ A A p p .q' .a L .. a A A SAWCU L. O O\ a a O O \.. A A_ 4 -+ \ ° _ A - \ A A 4 a. - j . \ p A A A, \ O A A a V3 d A A L � L A W A 4 a L 1 4 L3 a O O A i O G \ C� ^ a Op °O A A A\ k a0 01 (0) A \ A q�.(� & JOIN Lii a a A ° A A , A \ A ' wu' A ° 41 J & JOIN \ A ° a A j d O a A \ a ° A �? L- A ° oar ** A . A o A a °a A �? a c A391.49FS A �A - �, �n pip * PEDESTR�AL "'• \ A ��a a r` W p PEDESTRIAN `A�j, a A A a A O A `- -a . .. A p r1 ! 1 1-. _ !- A 4 \ A Chi. -4 A �- 1 .. A A 1 CAB. O°O A f A Opo .- a \ a a. 4 °O° f a .. O O A G \a 4 LU1 CAB.- WAS. WAY ESM T A A ppp A A AA A A A A 0 Q WALKWAY ES>v�T A a A a 00(,))c A A a ALLJ 391:60FS A ° A " ° A A\ A o "o L \. A A O p a 4 p /�<-3 40O�O \O.��- -- - i-... -O � � � II�.4 -L- a pOp A o i ff f A pOp 1 - -� pp391.37FS °� o -� o Ln < N 0 <37 51 E 254.76 < 391.59FS A o A ;r, \° n AA p 1.59FS< � � � � 391.38FS � A a o ;n 4 � �. ;� o a � a p a�391.42FS4 d -co 4 391.45FS aa° . SIGN 1 �ba 391.62FS A d: �? A d- co .391.62FS Q2 9 < < < < a o AA .-. A a o o < << `� < g 2 < < < < < < < g 2 ° 2 CONC. < < < < < < 391.48FS < < < < < < < 391.68FS co 12 EXISTING R/W 391.51 FS °; 391.68FS 391.68FS < < < < < < 0" CURB N UP 11 < < < t <� 0" CURB � 0 391.68FS < < < EXISTING R/W < 391.47FS o 0 CURB � 0 CURB Uj< < < < < < NT" DN. < < < < < o ►� < < ,� < < < < < < < < < < < < < ,,� < < < < < < < < < < Uj 391.51 FS -1 UP 11 < < < < < < �' < < < < < < < < < < i� L,I.I < < �- < < < < < < < <- q SHEET 3 < < < <- < o < SHEET 3 � . L� < < < < < < < < < < < l A < < < < < < <. < < < < < < < < < < < < < < < PROPOSED 18" CLASS IV RCP STORM DRAIN' CONNECTION TO EXIST. CATCH BASIN. SEE SEPARATE PLANS FOR ON-SITE IMPROVEMENTS. **** SD - m °a I I EXIST. METER TO BE USED FOR * PARCEL "A�� ON-SITE DOMESTIC WATER SERVICE. �SD SD SD SD E m I I SEE SEPARATE SITE UTILITY PLANS. F F E CONSTRUCTION NOTES - PARCEL MERGER N0. 20-0022 RECORDED JULY 23, 2020 AS INSTRUMENT NO. OO PROTECT IN PLACE (ITEM AS NOTED). J � � 220096483 OF. OFFICIAL RECORDS, KERN O REMOVE EXISTING IMPROVEMENTS, I.E. DRIVE APRON, C&G, SS SS SS SS SS SS I II� `, \ �i� J� Ali � \\ .,,,� �.�T., SInFWAI K FTC. WHERE CONFI ICTS WITH NEW CONSTRUCTION. TSPB COUNTY. (391.53)TC o TSPB 1 u O SAWCUT AND REMOVE 2' MINIMUM EXISTING AC PAVEMENT TO PROVIDE 7"CF (390.95)FL Q ** PEDESTRIAN WALKWAY EASEMENT FOR A NEAT JOIN, AND AS DIRECTED BY THE CITY ENGINEER. . SAWCUT � � � ����FS `� `� � � RECORDED DECEMBER 15 2020 AS ®PATCH BACK PER CITY OF BAKERSFIELD STANDARD ST -11. ff 391.53TC TS CAB. 1 &JOIN 9 `� 4 � � ' L: 38:01 7 CF 391 53TC TSPB&TS N. �,' INSTRUMENT NO. 220194476 OF OFFICIAL �5 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF R:35�00' SAWCUT &JOIN CB 1 TS 1 Q Ts �� BAKERSFIELD STANDARD PLAN ST -4; "W" NOTED ON PLANS. A--6213 41 391.03FL , RECORDS, KERN COUNTY. 0" CURB (391.18)TC © CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE B, AND CITY OF BAKERSFIELD STANDARD PLAN ST -10. 5ff CF (390.75)FL�s - - - - STREET RIGHT-OF-WAY DEDICATION 391.05FL 2 6 SAWCUT & JOIN < 4 I RECORDED JULY 16 2020 AS INSTRUMENT O7 CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, TSPB CASE C, AND CITY OF BAKERSFIELD STANDARD PLAN ST -10. Off CURB / < SPB TSPB X11 4' DN. §� NO. 220092846 OF OFFICIAL RECORDS, CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD 3 46% `< i �, KERN COUNTY. STANDARD ST -1, TYPE "B" (MODIFIED); CF 7" UNLESS Ts 4 o ��F `V OTHERWISE NOTED, GUTTER HIKE -UP =1.5". 391.45TC o a ¢ J B rn L: 19.51' a �°'� 14 6"CF o ° R: 49.50 o 5°I° `� **** STORM DRAIN CONNECTION SHALL .BE 18" CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD -,390.95FL STANDARD ST -5, WIDTH=7.5 UNLESS OTHERWISE SHOWN. o 0 391.25FS 4 �B � A-22'35'02" ° 00 0 CLASS IV RCP AND SHALL BE PRIVATELY 6`• y i PB 390.76FL �,0��' 10 ADJUST WATER VALVE BOX TO GRADE. 0 0 0 0. MAINTAINED AND THE CITY OF @ SAWCUT &JOIN 0" CURB o� 'S°' BAKERSFIELD WILL NOT ASSUME ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE. � 4 v,,� ssti � � a� ��c, � ` §11 �� 9 = \ ,11 �° 9 RESPONSIBILITY OVER THE MAINTENANCE. 12 TSPB ° •�s� `� `9� `9� v N DN „�o, �� § ADJUST ELECTRICAL PULL BOX TO GRADE. .6239 1.68 FS 2 7 390.76FL s 4 C� ,� ,� •�� �• 13 ADJUST COMMUNICATIONS PULL BOX VAULT TO GRADE. '�� ��' �' �, �r 0 CURB 14 RELOCATE SIGN. 4 � 11 Nf1 i TSPB kp 1 TS 15 REMOVE EXIST AC FROM MEDIAN ISLAND AND CONSTRUCT JSAWCUT 9 s 3 4 &JOIN ° 4 SAWCUT & JOIN . .0 2 1 u 1 ` TSPB TS FH i 5.5"CF (391.24)TC 4 Q TSPB �, �r v (390.77)FL r DETAIL A (FROM SHEET 3) SCALE :1" = 5' 0 5 10' SCALE: 1" = 5' UNAUTHORIZED CHANGES 8c USES NOTE TO CONTRACTOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND USES OF THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE � OF THESE PLANS PRIOR TO CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE THERE MAYBE EXISTING UTILITIES NOT SHOWN ON THESE PLANS. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE' TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO 'OW NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN BE USED PRIOR TO CONSTRUCTION AND SHALL BE PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE you dig. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES, SHOWN OR NOT SHOWN HEREON. DETAIL B (FROM SHEET 3) scniE: rs BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON FOUND MONUMENTS ON THE CENTERLINE OF SOUTH "H" STREET AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 22, PAGE 130, BEING NORTH 00°37'51" EAST. BENCHMARK: B.M. 58-9 DESCRIPTION: SEC. COR. MON. SET IN HANDHOLE AT INTERSECTION OF "H" & BRUNDAGE LN. ELEVATION: 388.99 FT. NEW STAMPED CONCRETE HARDSCAPE PER CITY OF BAKERSFIELD STANDARD PLAN L-12; STAMP PATTERN, "RUNNING BOND COBBLESTONE"; INTEGRAL COLOR, "BRICK RED", AND SHALL BE APPROVED BY THE RECREATION ' AND PARKS DEPARTMENT. 16 INSTALL 1-j" WATER METER AND WATER SERVICE PER CALWATER STANDARDS (ON-SITE IRRIGATION). 17 REMOVE EXIST. WATER METER AND ABANDON SERVICE PER CALWATER STANDARDS. SEE SHEET 1 FOR LEGEND S---*' CIN RECORDS N0. �FFSSI THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE i�+ P. Sj �� BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, � �Y AND DESIGN CRITERIA, AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, No. C58651 STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORR TIO�TED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.' EXP. 12-31-22 CIVIL g� MICHAEL P. SILVEY, P.E. C58651 EXPy7-31-21Z DATE �OF CA1�1�� IIt w � d. N L Z W U) Q z�w 'Su.iUl.uWWZ .• .. 0 • Qca = Q • Q O m W W IIt t � d. N L Z W U) 0 z�w 'Su.iUl.uWWZ .• .. (5-. • Qca = Q • Q O CLU W W �007 • • U) i• w 0 aaaaa Z N 04O 2 OF 4 a N -a oQ C h 0 0 c z o o m E� N Q v >LO f- a> �o W NW oN• Z O Q vZ6 0 c:)J o Oe W =a f_ O (? =O� .o+- z UO ZW � Lj c))J �- - � Z a _. � � V) a W O t o N O � d. N L Z W U) z�w 'Su.iUl.uWWZ .• .. (5-. • Qca = Q • Q O 5 W W �007 • • U) i• i o N O � d. N L Z W U) z�w 'Su.iUl.uWWZ 0 (5-. � Qca = Q W Q O 5 U) N 04O 2 OF 4 N SD SD SID SD SURVEY C/L W co 104+1 =1'41''1 W W W I o M L: 73.59' 104+00 o R: 2500.01' CENTERLINE INTERSECTION ix co w `n M 13+68.66 SOUTH "H" ST.= z r'i -� z o ci 104+19.00 BRUNDAGE LN. 0 o cn SD SD SD SD SD SD i PROPOSED SEWER MANHOLE LATERAL BRUNDAGE B DROP CONNECTION TO EXIST. SEWER MAIN. LN. SEE SEPARATE SITE UTILITY PLANS. W . w w 5 103+00 t - X -1 CO BOO WNL EPO o 0C) RR°58'40" F v o 0 0 SECTION LINE SAWCUT & JOIN 32.52' 3 \W=35' 3' 19.69' `� V SAWCUT (391.50)TC 8"CF N SAWCUT , 8 2 SS S S SS JOIN S (390.83)FL SS S S & JOIN ' SS SS ® TS CAB. 391.42TC 0 7"CF391.46TC 1" LIP 3 4 1" LIP 391.44TC 7"CF 390 85FL 7"CF L: 38.01' 1 B 1 7 CF 390.88FL 390.88FL 390.86FL 390.86FL (391.35 TC 7"CF SPB&TS 390.847E ) R: 35.00'/(390.78)71 N A--62013 41 2 6 4 4 a ¢ ¢ 0.151 4 a 0.06 4 4 4 /4 a -0.87% ¢ 4 ¢ a ¢ C a SPB TSPB i _14/t,_.,411 ¢4 / o° p. 1 - y a a 4 a o 0 � a i a 9 2 3 4 o ¢ 14 0 a a ' ,.. ¢ ¢ 4 4 Q 2 Oo°O° ¢ a ¢ �' 4 o°°O� Ifi t o J TS ¢ q m lCi { a C ¢ 0 4 4 4 ; , a. o �n 4 an Ln SAWCUT &JOIN PB / 4 a 4 ¢ C' o boo. ¢ ¢ 4 ^ 1 �p° o �- a ^ LUN 45-39'40"E 6.97 4 0�0 0 ¢ 391.54FS' 4 �- °o a / 4 o a oa o Q 4 4 TSPB , a Q 4 a ot0 4 4 a ¢ f o 4 �'/\-(391.50)FS P13_ ° a _ 4 ¢ Q S 8g 58 40 E 76:57 °x a v v v o O -- ¢- 4 � - -� °O° 4 4 ° 6 ° -¢- - a 4 ° o ¢ c„ 391.50FS , TSPS ,i 9 v v LL \t/ ,� o °`t� o° 0 4, 0 10 2 0 11 �, 391.57FS °°° 391.61 FS ¢ 4 4 ; d. �, 391.59FS °o STREET ¢ ¢ EXISTING R/W ° j 1 ¢ O Imn 4, V 2 9 °°° a LIGHT TSPB 1 y N DN. ,� oz 391.67FS , uj 4 r Nf1 , - T. M 391.67FS � 391.65FS M SCALE: 1 = 10 11 0 CURB ^ o, ' 4 �. 38.3,8 N 0" CURB '� 'in cn CA (SECTION LINE) RAW **4.5' SW ESM'T 18' 15.5' 30' VARIES VARIES 10' 4' - SOUTH f9H'� T �z DRIVE SEE SEPARATE S REET 2% 2% 3::--5 DWY 0.5 SW ENTRANCE PLANS FOR 046 5.7% •1.5%ON-SITE -- -- _ - X „F,�,".- i .�..- 6--- IMPROVEMENTS u ' u -- - _ _ EXIST. SURFACE ` 2' /L C 20.5' -� 9.5' ROADWAY PKWY NEW STAMPED CONCRETE I HARDSCAPE FOR MEDIAN - SECTION A -A SHEET 2 SCALE: 1"=10'H SURVEY SEC11ON EXIST. PROP. CA LINE RAW Raw 10' 1 30' 10' 4f BRUNDAGE DRIVE i SEE SEPARATE I � o pWY 1' SW ENTRANCE � PLANS FOR i I LANE < ON-SITE �% ,�,% 2_�► - IMPROVEMENTS i EXIST. ISURFACE 2 31' -"' ( 9' 15' ROADWAY PKWY R/W DEDICATION ;Lftblmi m. E 11 `1W -A a 9 2 R: 2,,493.9 ' , PROPOSED 18" CLASS IV RCP STORM . ,, *** R/W DEDICATI � o SCALE: 1 V=10'1-1 TSPB 1 Qrs6 I 1 TSS 0 5Z 54 DRAIN CONNECTION TO EXIST. CATCH \1/ y y y BASIN. SEE SEPARATE PLANS FOR PROP. R/W I° ON-SITE IMPROVEMENTS. **** 1 E CSL I- E- / a a v �. ® v p (SECTION LINE) RAW **4.5' SW ESM'T ** ► RAW cn W / 4 4 ; ® B S GATE 30' 4.5 SW ESM'T x' -c) TVLT 1 s ; u z z ; 0 2 4 4 SEE -SEPARATE PLASS FOR » 10' _4'N / � �SOUTH H STREET 4 10 T- SIGN 1 � z 0 5, DRIVE SEE SEPARATE m ¢ j * PAR CEL „A» O N -SI TE IN PRO VEN EN ES � � DWT SW ENTRANCE PLANS FOR DRIVE 0 5' ¢ Q ON-SITE ENTRANCE , V) �3 SW 391.60FS i 6.5% 5.5%f s s _ --- -F'.,- ---,_ _ _ 2.3%f 1.5% 6.5%Y / IMPROVEMENTS aI E �•- ..._._ .._,_. _...._. EXIST. SURFACE ~ SEE DETAIL A 20.5 9.5 , ON SHEET Z ROADWAY PKWY 9.5 SEE DETAIL B ON SHEET 2 • CV u vuvvv v v 1 4 s s 4 4 y ¢ SLPB v \1/ W TSPB 1 TSPB 4 y SEE SEPARATE P LAN S FOR `' 4 9 4 ON-SITE IMPROVEMENTS ;Q / 4 �S N ff Z t TS 1 11 DN. § a 4 4 E SAWCUT & JOIN 4 *PARCEL "A" v ¢4 4 \77- - � u W1 W1 1:19.51' , a 14 L 62.56' ■ R: 49.50 0°0� R: 40.00 00000 00 0 x==89°3631 00000 -223502 u 00000 ' ' ** PEDESTRIAN a 4 4 WALKWAY ESM'T N 2 7 4 4/ z 391.53FS 391.53FS 3 4 T� a � 9 2 � 391.54FS 0" CURB M 0" CURB 391.53FS 4 4 S EXISTING R/W 1 , 392.02TC o �n �; �� a SAWCUT & JOIN 391.35FS 391.52FS rn O3 o 4 , ¢ o°o y w d' - 3 4 a 4 a 4 Q 391.32FS 391.47FS o4 7' 391.49FS4 0°o a 4 4 000 - 4 , ¢ » ° z!91.47 I- d- ¢�;� 391.47FS oob � M , rn W y , 0" CURB ' ``' 0 CURB c�c'o 4- _4Q - d' - - -co '� N uj ¢ a 1 0 - - - ' ° 16 opo 8858 4(3 �W 80,24a ¢ 0 4 s 9 2 SAWCUT ¢ a 4 4 ¢ ° 4 ^ 4 -3 ¢ ° - co 391.34FS a 4 391.46FS;oo x 4 ao 4 4 4 �� 4 a -y (391.46)FS o `,%� ® ® &JOIN c � 4°° a, _4 m o 4 a CLi 'Q 0 0 J a ;a Q �p� 4 SAWCUT& JOIN E w w / 4¢ / 2 0 ¢ 4 4 4 / 000 ¢ s ✓ FH 1 ^ uj SAWCUT & JOIN a a -0.33 q ¢ 4 eA-3 O.Oo o O.O. 4 a4 i 2 9 (391.24)TC (391.36}TC 3 �n 5 CF 1" LIP 1" LIP (390.74)717.5"CF (390.83)FL 391.32TC 2 8 m C 30' z RICHLAND STREET I PKWY ROADWAY SECTION C -C SHEET 2 SECTION D -D SCALE: 1"=10'H SCALE: 1"=10'H * PARCEL MERGER NO. 20-0022. RECORDED JULY 23, 2020 AS INSTRUMENT NO. 220096483 OF OFFICIAL RECORDS, KERN COUNTY. ** PEDESTRIAN WALKWAY EASEMENT RECORDED. DECEMBER 15, 2020 AS INSTRUMENT NO, 220194476 OF OFFICIAL RECORDS, KERN COUNTY. *** STREET RIGHT-OF-WAY DEDICATION RECORDED JULY 16, 2020 AS INSTRUMENT NO. 220092846 OF OFFICIAL RECORDS, KERN COUNTY. ****STORM DRAIN CONNECTION SHALL BE 18" CLASS IV RCP AND SHALL BE PRIVATELY MAINTAINED AND THE CITY OF BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY OVER THE MAINTENANCE. o » 391.3$TC 7 CF 390.74FL 390.74FL 390.74FL - 7 CF 390 807E 391.32TC I$(391.32)TC 7"CF Q 3 4 �'? 390.74FL 7 CF (390.74)FL CV SAWCUT & JOIN SAWCUT o & JOIN N uW z co 5 3 , 3 0 0 W 26.51' W= 25' 19.28' oQ` Z >I-m w Q ' v ODUaW0 i 0 i !> 0 _11+00 10+00 S 88°58'40" E E! , Z° 2 CENTERLINE INTERSECTION - 5< 10+00 SOUTH "H" ST.= OR J � in ^ RICHLAND S, � J ® X W � C-4 o °D 10+00 RICHLAND ST. -' + z `n � z + ■UIQ a o 00 0 O±N THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR 0 10' 20' SCALE: 1" = 10' ANY MODIFICATIONS TO TRAFFIC. SIGNALS, PEDESTRIAN PUSH BUTTONS, PULL BOXES, CONTROL CABINETS, ETC. OWNED AND MAINTAINED BY CALTRANS WILL REQUIRE A SEPARATE ENCROACHMENT PERMIT (PERMIT APPLICATION #0620-6TK-1080). BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON FOUND MONUMENTS ON THE CENTERLINE OF SOUTH "H" STREET AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 22, PAGE 130, BEING NORTH 00°37'51" EAST. BENCHMARK: DESCRIPTION: ELEVATION: B.M. 58-9 SEC. COR. MON. SET IN HANDHOLE AT INTERSECTION OF "H" & BRUNDAGE LN. 388.99 FT. CONSTRUCTION NOTES- KEXIST.I SURFACE PROTECT IN PLACE (ITEM . AS NOTED). 0 REMOVE EXISTING. IMPROVEMENTS, I.E. DRIVE APRON, C&G, SIDEWALK. ETC. WHERE CONFLICTS WITH NEW CONSTRUCTION. �3 SAWCUT AND REMOVE 2' MINIMUM EXISTING AC PAVEMENT TO PROVIDE FOR A NEAT JOIN, AND AS, DIRECTED BY THE CITY ENGINEER. ® PATCH BACK PER CITY OF BAKERSFIELD STANDARD ST -11. �5 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD PLAN ST -4; "W" NOTED ON PLANS. CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE B, AND CITY OF BAKERSFIELD STANDARD PLAN ST -10. �7 CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE C, AND CITY OF BAKERSFIELD STANDARD PLAN ST -10. ® CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1, TYPE "B" (MODIFIED); CF=7" UNLESS OTHERWISE NOTED,, GUTTER HIKE-U.P =1.5". U9 CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -5, WIDTH=7.5' UNLESS OTHERWISE SHOWN. 10 ADJUST WATER VALVE BOX TO GRADE. §11 ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE. §12 ADJUST ELECTRICAL PULL BOX TO GRADE. 13 ADJUST COMMUNICATIONS -PULL BOX/VAULT TO GRADE. 14 RELOCATE SIGN. 15 REMOVE EXIST. AC FROM MEDIAN ISLAND AND CONSTRUCT NEW STAMPED CONCRETE HARDSCAPE PER CITY OF BAKERSFIELD STANDARD PLAN L-12; STAMP PATTERN, "RUNN.ING BOND COBBLESTONE"; INTEGRAL COLOR, "BRICK RED", AND SHALL BE APPROVED BY THE RECREATION AND PARKS DEPARTMENT. 16 INSTALL 1-j" WATER METER AND WATER SERVICE PER CALWATER STANDARDS (ON-SITE IRRIGATION). 17 REMOVE EXIST. WATER METER AND . ABANDON SERVICE PER CALWATER STANDARDS. SEE SHEET 1 FOR LEGEND `7 CITY RECORDS N0. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE ��FM$j0� BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CIN OF BAKERSFIELD ORDINANCES, STANDARDS, �ti � , AND DESIGN CRITERIA, AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS -0F THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, No. C58651 STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION' SHALL BE CORRECTED AND SUCH CORRECTIW REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. EXP. 12-31-22 ctvtL MICHAEL P. SILVEY, P.E. C58651 EXP 1 l-2(�-- DAT � OF CALIF m �. 2 N CV N c W N uW z to 5 C CL .• .. 0 • W W z oQ` �W� Q= Q >I-m w Q ' v ODUaW0 • 0 i !> 0 UJ UJ E! ti Z° 0 • Q om �G z 0 UNAUTHORIZED C & USES N EO CONTRACTOR a o o N THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND E , USES OF THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE ® OF THESE PLANS PRIOR TO CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. M ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE THERE MAYBE EXISTING UTILITIES NOT SHOWN ON THESE PLANS. / RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND N ALL PERSONS AND PROPERTY, THAT THIS. REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO N below NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN BE USED PRIOR TO CONSTRUCTION AND SHALL BE Know what's PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UU c Callbefore you dig. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES, SHOWN OR NOT SHOWN HEREON. o _ z UO 0 10' 20' SCALE: 1" = 10' ANY MODIFICATIONS TO TRAFFIC. SIGNALS, PEDESTRIAN PUSH BUTTONS, PULL BOXES, CONTROL CABINETS, ETC. OWNED AND MAINTAINED BY CALTRANS WILL REQUIRE A SEPARATE ENCROACHMENT PERMIT (PERMIT APPLICATION #0620-6TK-1080). BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON FOUND MONUMENTS ON THE CENTERLINE OF SOUTH "H" STREET AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 22, PAGE 130, BEING NORTH 00°37'51" EAST. BENCHMARK: DESCRIPTION: ELEVATION: B.M. 58-9 SEC. COR. MON. SET IN HANDHOLE AT INTERSECTION OF "H" & BRUNDAGE LN. 388.99 FT. CONSTRUCTION NOTES- KEXIST.I SURFACE PROTECT IN PLACE (ITEM . AS NOTED). 0 REMOVE EXISTING. IMPROVEMENTS, I.E. DRIVE APRON, C&G, SIDEWALK. ETC. WHERE CONFLICTS WITH NEW CONSTRUCTION. �3 SAWCUT AND REMOVE 2' MINIMUM EXISTING AC PAVEMENT TO PROVIDE FOR A NEAT JOIN, AND AS, DIRECTED BY THE CITY ENGINEER. ® PATCH BACK PER CITY OF BAKERSFIELD STANDARD ST -11. �5 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD PLAN ST -4; "W" NOTED ON PLANS. CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE B, AND CITY OF BAKERSFIELD STANDARD PLAN ST -10. �7 CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE C, AND CITY OF BAKERSFIELD STANDARD PLAN ST -10. ® CONSTRUCT CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1, TYPE "B" (MODIFIED); CF=7" UNLESS OTHERWISE NOTED,, GUTTER HIKE-U.P =1.5". U9 CONSTRUCT CONCRETE SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -5, WIDTH=7.5' UNLESS OTHERWISE SHOWN. 10 ADJUST WATER VALVE BOX TO GRADE. §11 ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE. §12 ADJUST ELECTRICAL PULL BOX TO GRADE. 13 ADJUST COMMUNICATIONS -PULL BOX/VAULT TO GRADE. 14 RELOCATE SIGN. 15 REMOVE EXIST. AC FROM MEDIAN ISLAND AND CONSTRUCT NEW STAMPED CONCRETE HARDSCAPE PER CITY OF BAKERSFIELD STANDARD PLAN L-12; STAMP PATTERN, "RUNN.ING BOND COBBLESTONE"; INTEGRAL COLOR, "BRICK RED", AND SHALL BE APPROVED BY THE RECREATION AND PARKS DEPARTMENT. 16 INSTALL 1-j" WATER METER AND WATER SERVICE PER CALWATER STANDARDS (ON-SITE IRRIGATION). 17 REMOVE EXIST. WATER METER AND . ABANDON SERVICE PER CALWATER STANDARDS. SEE SHEET 1 FOR LEGEND `7 CITY RECORDS N0. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE ��FM$j0� BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CIN OF BAKERSFIELD ORDINANCES, STANDARDS, �ti � , AND DESIGN CRITERIA, AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS -0F THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, No. C58651 STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION' SHALL BE CORRECTED AND SUCH CORRECTIW REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. EXP. 12-31-22 ctvtL MICHAEL P. SILVEY, P.E. C58651 EXP 1 l-2(�-- DAT � OF CALIF m O N O �. CV N c CL F_ o uW z to z !�! Y CL .• .. 0 • S Lij (.3 (1) W z oQ` �W� Q= Q >I-m w Q •• v ODUaW0 • 0 i !> 0 UJ UJ ti Z° 0 • Q om z 0 o o N (D 3 OF 4 m ;_ N o o, w (Da z 0 o 00 0 > W c a UU c ' U 0O_ z UO zW Z 0)D J .- c o ) Q. w O E N Lu o m Q U 06 to P O N O �. CV CL F_ o uW z to z !�! Y CL .• .. 0 • S Lij (.3 (1) W z � �W� Q= Q >I-m w Q •• v ODUaW0 • 0 i !> 0 UJ UJ ti • vi O N O �. CV CL F_ o uW z to z !�! Y - 0 S Lij (.3 (1) W z � �W� Q= Q >I-m w Q 0 v ODUaW0 vi U t o N 0 N 3 OF 4 N a. Oi 04 V_ E Q. E co 2 W a 0 z CP 2 M I C> 4 N (D LU CP A= 0 E 4� U*) C> C14 C> C14 I 05* rod a 5" rod, 1.50 41 10 o" Re*$ t5p, 4:::$ 1 Cho" 24. 0 a5* rod. 16 0.5' rad, CZD 74] .14 4 N_ 4 74- T 24 Ov TYPE %r Ty PE OC VMS - U) I, A# 100040S* and materkf$ Ad 00kM 10 ffi& z aponsw jmts ow be conshcted at each sHe of s&wtwn W&tle sectkas of Me speoftffimg eatNed 'Slate of at ead� of curb relums and at 600'maemum h7favda Weatmed CdffWK Dofflt7Wt Of hPIPOU100, Standbrd ploe johtg 20" deep, Ad be ptmW at W'moxbom ht&vds *d"kws * hereafter hwon as 'Standard Wkvions aid at baffi sdes and coter'of oWya aWoac6 dpmdws, cwmt CRY ��;z edik". EAposke *ts may be el#nbated tor aftoed curb and gvlter 2 A cvrrwt, Street PeymN bsued by The aty of 81o*&,mW 8 E008fan jWwt Afar malaW A0 canfst of prefamed st* of PuNk W&*s owftent must ocampay a# wwk owthiz Me &0* MOW CWWWftd ffil0t CW&M to ON r5WkffMt8 Of Of dot -of -way. the Standard 4vdkdkP& ,1 Su*a&- for & tAw of aoh and gutter SW# be A S�ctibw of eestil atrb'md gutter bMg ronowd for constructed he to grade and orm section and Comported rq*cwmt sho;V be sawcal at Me linits of rmK# as *vcted to 90Z of mad7m dy oWsIT y as d6tombed by A57M by the CRy Engheer. Me section behg mmowd 4OW be a A-1557 to a depth of 8.0"below top of wb9oda mhhnm of 5011 length and sawt; aW atip WM am" th7gpint z " or score line RoaaementOW conform h *wska and locadw 4 Concrete for vA and gutter sW conkan to the to Me adfleent existhy hpvvements &mkw offierw�v divoted raphments at Me Standard Specirkatkas for miw cancrele a) C3) (mh cement content 50 lblev, 4 Concrete &W coataii taSecibps being rephwed mof be pared aymst odsl0g, no ad*?Mw uWew p*r cporayd is obtakied hm Me City povsmeO if In god condbon and with prkr opproydof the 61ty 0 0 P�. V) Engheer Offiendr, Me Wsfibg pammt Ao# be sawait a z UJ miftum of 20'fmm the eaga, of Concrete or a *ected 5 rm9w fam shaff he &rkvW on, 1he s7* pkmW next to Powment patch she# confonn to the requirments of Standand Me concrete and sho# not be Im than 1.5'ffikk ofiar'b* Deta? ST -11. arkced Folms. and subgrv* shdl be wetted inmed5otely P* to placement of concivie, I't Prkr to &d mwidow, o# new curb and gulter aW be gow tested ta detect areas hohk?g water Any areas IdAg more Man 6 Concrete surface sho# be trow*10 smaoffi, edpd and 0 02' of stanaft water. AaV be corrected then gkw a 1*t kwm #nh* hymedblely ofier rmis-4h; a# e�owed sur6ces Aa# receim a conote,,unikan coating It Toe ?'curb and gutter A; required on a# 1pa of sbwts ormwe poented au*g voinImod confofming to the unless another t)pe 4; eWesOy permitted by Me aly F*er. r"uhmsats Of the Standard 4VO&Oftl 7he concrete U C surfime she# be kept mast untl the curkg compoynd,& 12 W Vourb and gulter may he permitted by the 67ty Fngheer WPW h pfiVOtt S"AlMl If n&-essvy, cost RIW,or oblah 4.0'mhl In) easement to awwome W depth of Ow Wroo0. 2 09 max *6 f - 6 o" min, 6 off mh?. 14 Roor - 24" 0 C: both wq)w, U widffi of bo# of Cold !oin t, /4 Rebor. ewd zporoad� oith 20- clearance from bottom of coacreta I conbl;uous z, Mora- SEC70V A -A =of WWC6 C & C, 1. A# scrftanA47 and moliaWs sha# conform to the applika6k la S�Cffms of exrWkg, drim qwwo� b* remowd for rowement sectims of the 4oed*dknS w6w 'State of Catifami; Deet, of M be Suomi at Me limits of remood as *wted by the 91y fhghew. rrvaspodat* Slonobrd Wkatbw" hereafter known as Slodhrd Me =* bm mwn,4 " be a mi?. of 50' in logth md somis 0 $08ciftfibIls" current City (Womd eaik Ad do j0h exis* joint or score Ii7a Rqdwmwt AV# =fam 0 dbensibn and locatkv to Me adjucent &Wing inpnmments 2 A mwt Street Permit issued by the'aly of Bc*mNd Pubrk uIdess otherwise dWed Dqwdment must accompoy d MX* wffhh City lot ­of -*W. J. 54bpd� M be emsboted he to gmde wd am sectko It S�ctfons baky replaced mof 1w pwvd q0st e4ft panment if h good con0on and #0 prior qpvkd of Me OYy D*w, and carpocted to = of moxhnwn dry dwsity as detemked by AS TM ASW 9-557 to a depth of 60' below top of subgwde. Offierwise, the existkg ponment sba# be sawcut a mh of 20' hm the edge of conaele or as diected Pawment potob Aal conform 4. Concrete tor Oiye qWooch sbo# coobw to the reWhoent$ of Me to the requkanents of Standard Detaff ST -11. Stodrd SM)rkotkns for mhvr concIrte (mh?. cement content of 12 CVtb and gutter and bod 'se y of qWvmh Ae# be poured pomte1% 50.5 9� cu Cowsto �OW tontoin no, odffies untess prkr a1womd not mordiffikaffy. is O&VL the CNY E*eer m allow&e &ive qWioach #W shall not exceed 09 5 renber forms sball he stirfaced on Me d* pkeed next to the IJ rotd moxim canarete md s;�W not be low Man 1.50 ffikk ofter surfthg Fww Of comm=W1mt4lf--f;mdyprrprty fiwtaga Dnm Wroach dinenam, and wbgrade Adl be wetted inmedately prkr to. conaete plorement as shown on qWvved pion, siW be ffie bods of avir datermhation. Concrete " be bovVed snwith, edged ond,ffm givw a Z1*0t 14. *FM WpomV ftm Me Cfly &g�w, told Wpoach width, i4duft broom rvhk Immedbidy ofier &i*hV, o# exposed xrfwa Ault m94 may be kvvmd to 50'moanwn for M -I and M-2,useg where receive a caVW4 unthrm coo1mg, of while pipmented cwkg coapound hAffi wAimes of semi -buck and &der use warrot. cwf&mkg to Me Standad _0pec&:a1bm ft concrete surkee Ad 14 A inhima of 22'of A0 heot a4 *W sqvvio ddw qpwche% be kept nWst untff the cur�i Mwand is W#W 7 E�ponskn j*& sholt be constructed at both eads ofapproach. =wt as noted on Standzrd DeW T-24 or as Wwved by City Ehy#reer Wbokened pto jbi* 20" &-W, �04# be placed at center of qWrooch 16 No &hm qWoxb cmsftdlm is parmtW withn a *eet or a* and at 10'mat kler vols or as o0rected 0 the, City En7hw. *4 mik". tZ No pwffm of Me &iw *pnxxh be emsbucted on adjmmt 8 EVwsim )bbt fiNty material s�dl consist of prebrmed sb* of #wtqe urdm speciffrdy qWwed by Me Oty &Ww dwWe, rolAnt compound ffid conkrm to the requirements of the Standord 4jec4callm la S�e rWe 6 9 1 kr Use of ft Ow q*m%* sland4rd 9 01we new 4*macb is behg coastructed ad)kwt to existkq rarb and ptler, tho av�thg cutb and 90ter sfio�Y be con;*qely rwwyed 45-�p- and r0oved with rebor as shown abow. No 'cot cut is affowed for cnmnwoW1muI6-kndy &hv "troach construchba NO 0 30" of DetectaWe *zmhg, &irkeg W width of sbewak IN. boffi AW of aWouch. S�e Note 4 on Mad ST -10 05t)wp, 00 CPO > JO* MINIA4UM PARKWAY PLAN VARIES SEE' NOTE 5 < SEE NOTE ia s 14* MIN 14' MIN TYR ltPIPE strrvr- SHA00 AREAS SHALL BE LANDSCAPED *PLACEIRRICATION P1861WREIN A SLEEVE PERD67AIL L -J WEN CR0SSJm7 ALL OrHER AREAS SHALL HAVE ACCEPr- UNDER ROADWAY OR HARDSCAPE. SLEEVES hHICH I PASS UNDER ROADWAY ABLE HARD SURFACE 7REATMENT ONLY $HALL ENTER MEDIAN IN A LARGE RECTANWLAR PLANIER. NG LIMIM IRLdV MEDIANS.._ &4LI wE MOWEER RAXfP: SEE 18" WIDE110RDER Or HARD SURFACE +9 -(CURQ) ,;rcriav & DETAx a TREAnWEN7' SEE DETAIL Z" C, on 1j LWA MV%' 10 W 14 T�V. HARD suRFAcE rypicALL Y HARD SURFACE PLAN7ERS & HARD SURFACE PER NOTES BELOW TREA TMEN 7' ONL Y rREA TMEN 7, SEE NO IE 2. DETAIL �2F TYPICAL YfQ1_A_N_., PLAN 1dE 4 2 1 V (OR LESS) 1 11' MINIMUM ___F__z - I SEE molts 2 & -37-1 V PER r 7 114o prR FT AdOWER RAMP PLAN SEC TION "D SE -C TION "E" @7m.QN -a TA IL ZQN- E..., _*3 " D ETA .__E "1 4# SECTION T -c"', set N07F 1. SEE NOT�S 2 & J. MOWCR SAMP D-ETAY- -SEE DEIA& V" NOU- 10 0kCU* tr00 WS ShOff fillelfidle with rectangular plonleis (S�e Detsh 'A 1, Bete width hsVe bock of cart fs less than 11' #es$ and `87 Shape of plonter areas moy vary from those shown pro'&ed that ell than 8' plonter width) as in Zone '1' only the use at Arigation water applied is contak7ed within plenter area hard surface treatment Is'0110*1ed 11 Oere there is a signikent difference in efevvlkn between cuibs on Wsite 2 Landscaped (#r�oted) Planters shall be allowed in sides of the median, the insloilation of retah7hq cwb may be Zone 7." only wiffi prior opproyat from 01y Eagheer -rewired to retch so# and kfigation water insiJe, Ike plonter area, end Recreation and Pol*s Director it 12, Install mower" mrno at both ends of evvy istod. Preferred "MOAW MrAq .3. A inhinum 18'0 ft 5 2 wide b&*r of hard surface loca&n is al Jefi turn pockeli trealmeal is requ;red adjbceal to the bock of curb 13 A# areas beto hordsMe Aa# be.,compacted to 909relative campactkn to throughout Zones 12" and IT' a depth of 6" (0�)t 4. Ohm plolm occur in Zones 7' and Tt the hard 14 Maximum tree sPocing is 35' 0 C Irms and other features sha# comply with surface border sha# slope hword towards the ptianter line of Sot restdclims of 114 *per loot. 15 See 0010s L -9 and L - 10 kr so# pMarelkv and pfonth# tequitementa 5 #hem the mhimum ptanter width does not occur 16, Any and a# chaaM sholf be opproved by Me Recreation end POs Director 10f JO C000CUMVe fBetp only hard surface Irealment & aly 1now prior to 4/ementation. sha# be bstolled 17 kis Prooct is Svb*l to Me Requirements at the CWffiomho 4artment of 6 No turf shall be allmd in maons. Water Resources Model ftler [frxient tandsc4pe &dWance (MIWLOJ end ony 7 Rhere mly hard' wrkce trw1ment is hstafted (such as other Applicable, Stole and local RMIation. Contractor is Raponsble for in Zone "17, the hord surfoce �ho# slope oulwad ol 114� Compliance joilh these fiewirments. per toot. See Deto# 'OF" ALENAME: L-12REV 8 A# concrels surfam s6o# be 4' lhkk. Stooped DATIREV 9/20 concrete shall conla#? hlegrol color, twor hardener STANDARD '%/8W/1DC boted concrete seater installed joer manut"turers' CHECKEO specifkalion. 69onsion jMls shofl be constructed at each LANDSCAPING UNITS F Ganzolez side of a ldn4coped area ondol JO'mer hterWa SCAU Expansion larfli mer materw skall consist of praf&med APPROVED WITHIN MEDIANS st* of &4We, re0knl compound cw)�tmhq to the requirements of the Standord Spwiffeations, C" OF BAKEfflf9EW L-12 9 Concrete color and design lajwl sball be eAvowd by CAUFORNIA the Oty ffigineer and Recreation end Parks Drector C PUSUC WORKS DEPARTMENT _J UNAUTHORIZED CHANGES & USES- NOTE -TO CONTRACTOR - THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR THE EX ISTENCE AND LOCATION OF ANY UNDERGROUND' USES OF THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE OF THESE PLANS PRIOR TO' CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED, TO ASSUME SOLE AND, COMPLETE THERE MAYBE EXISTING UTILITIES NOT SHOWN ON THESE PLANS. 00A01 RESPONSIBILITY FOR JOB SITE,CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHAL ' L BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO Know what Is bel OW NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN BE USED PRIOR TO CONSTRUCTION AND SHALL BE PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE Call before you, dig. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES, SHOWN OR NOT SHOWN HEREON. see Note 7 2 0 *ep "ened W & 6Wter per Evansb7 %fle JAK ser Note 7. Sto dard De td S r- 1. - - - - - - - - T - - - - - - - - - --- -------- - - - - - - - - - - M Rnp _ per Standard Potarl ST -19 51 10 0-- t)P. 14 between jbhts \Y it A at Adure f I I Mark t Rkbt-of-way 6. 0 0 1 Sbhulk 2,0,wv mh -4_1 max 1.5z m1p. 2.0% hakened Plane *4.5'w at local streets unless offiwidse dkmted by the aty Enghew. 75' on 9# ada*1 SbWls U*W OffierWiSa *Wled by Me Cttv Eligheer. 6 5' on a# co*ctar streets and on d Ixal 5*eeb that are adjacent to schoA bmqfiels, commercial or h*sw areas or as offierw,�e dheted by Ma aly Engheer. NOTES: 1. A# waimonsho and moterkfs sbo# cooform to Me *#k.,We d Exposkn lbht Rlar matedd shail cw*t of ptefamed sectb7s; of Me *vdficafts enUffed "State of Cditbmi4 stros of &&We, resfient coupound Mat conforms to the OAzylmenl of Tromportatka Standard 4wdffwtknsr*, hereafter ieqviremeats� of Me Standard Spec*ations known as 'Stondord Wrxafts:: currot 67ty pppmved edition, 9. Secfts of a0sthg skWk hekg removed for tWkeemot Aa# be sawcut al Me Ihnits of removoi as directed by the City Enoer. Z A aumt Street Permit &uW by the City of ftem&4 7he secMv &*g removed &V/ be a min, of iO'h Amgth and PUNIC krb Veowfmwt must orcmpoy a# wa* *01h Me smuts A0# 0697 with ewlhg pkt or score line fieuldcement City light-af-way. .dW cookim k *nensiw and Iacalko to the adjixwt ewistkq J Subgm* sha# be consWeted be to 9-o* and am,seclkn hqomvements untm otha*se drected and twWoc&d to 9ff of mox6ram &y density as determhed by 10 Con?Motiw abewalk sW be used at hlersections and bus stops ASTM 0-1557 to a depth of 6 0' Wow kp of svbpa& on dl ortedd and c0ector stwts and me -*-s= y be used 4 ol .4. Concrate for sidewa* shai conbm to the requhments of and knucHes an lod srbveis� All other uses of combbation skewa* the Standard Spec*vtIms for minor concrete (m4i cement sub*' - to the wrovot of the city inghw- content of 505 b1cu )d). Concrete sho# contak? no aaYws 11. k7 y deWatkn hin standard In &A abi; or motaids used unkw prkr approtd,is obtahed #om the 0y ingheet: whY requh ' ffmd hm the Oty Eagow. Arw 5 rmber kvmsshaff be sur*ced on Me side placed next to the 11 Transitions h skWwolk t)pes mvst be Wrowd. by the. concrete and Aaff he not less than 1.5' ffikk after being 01 &07w. surkced Foms ond subrade sball be sette . d kzmecrtatdy IJ Aff sk�w& canstructko Aaf cm#y #0 current prior to placement of conaete. reWirements for AOA 6 Concrete wrfoes s&# be troweled swoolb, edged and Men givw a Affit broom rxM, Imedblefy offer Ws*hig, 2W9 v/1 eVaW mftn rbo# roceAv a complete, -unikm coatin of white pigmented affhV compound contarmbg to the 1 9 STANDARD DRAYM JCU/BW Standard Specificabiw7s; Concrate wrface, sho# be kept CHOMW moist unl# the cu* compamd Is qp#ied COMBINATION SIDEWALK SC" S LESH NT.& Z Evonskn )W71s Ad he constructed at each si* of OPROVIM Na& sftduiw4 at a*6 of a4 relums and at 60'mex ontervos, cffy OF BAKERSIFELD "ened plane jak1s; 2 0" &W, shall be ploced at ta 0' ST -5 htermts with 0 25* dW sm marks at 5 0' h1wv* CALFORMA 3111F V PUBLIC WORKS DEPAWMENT I YX�1070 EUACR, t)p. malt Rmp Cwb and 6kdter per Standard Wd Sr -t. N, ROMP *a Adl meet requaments Of WOWS Stanobrd Plom current atl qoproved edtiv, aMess olha*se shown w this detai. _,A IM -51 Ct ---------- ------------- rop of ROW Lon* Arm ------------- ------ I. 5z mh - z ar MOX. Detectable Wnkg A(O /0 see Note 9. Surface, see &10.4. 4 A 4fo In 4. 0 mh .CASE *A` A10 TES. -SEC7XW 1. All workmanship and materials shall conform 8. Concrete surfaces shall be troweled smooth, to the applicable sections of the speciAcotions edged and then given a light broom Anish. entitled 'State of Callfomia, Department of Immediately offer Anishing, all exposed Transportation, Standard Spectrications,' surfaces shall receive a unitorm application of hereafter known as Vondard Specifications', white pigmented cuting compound conforming current City approved edition 2. A current Street Permit issued by the City of to the requirements of the Standard 6okersfield Public Works Department must Specifications. accompany aff work within the City right-of-wo 9. Expansion joints shall be constructed at ,y, ends of curb retum& - We�kened plane joints, J. A# new curb romps sholl be Case "A! 0ere 2.0"deep, sholl be.placed at top and sides of existing conditions do not accommodate Case ramp slopes and as, directed by the City "A" romps, other t)pes of romps may be Engineer. constructed with prior approval of the City ta Expansion joint filler moter:161 shall consist Engineer. All new romps, regardless of t)pe, of preformed strips of durable, resilient shot/ comp/ y with the requirements of Standard compound that contbrm to the requirements Plans A88A, AM A90A and A908 per the of the Standard Specirications. State of California, Ue , portment of Transportation, 11. Sections of existing curb ramp being Standard Plans current City approved edition removed far replacement shall be sawcut at and all current ADA requirements, unless the limits of removal as directed by the City otherwise shown on this detail. Engineer. Sawcut for sections being removed 4 7)p a and color of detectable woming surface shall align with aWsting joint or score line. shall be approved prior to installation. 12. Sections of ramp curb and 'gutter being 5. Subgrade for curb ramp shall*be constructed replaced may be poured -against existIng true to grade and cross section. and compacted pavement, if In good con0lon and with prior to 90Z of mox#num dry density as determined approval of the City Erigineer: Otherwise, the by ASTV D-1557 to a depth of 6.0" below top existing pavement shall be'sawcut a minimum of subgrade. of 2.0'from the edge of concrete or as 6. Concrete for curb ramp shall confonn to the di6rected. Pavement patch shall conform to requirements of the Standard Specifications for the requirements of City Standard S11-11, minor concrete (min. cement content of 505 lb/cu yd). Concrete shall contain no additives unless prior approval Is obtained from the- City Engineer. STAND*ARD NAM 7 Timber tbrms shall be surfaced on the side '*t� placed next to the concrete and shall not be CURB RAMP S less than 1.5' thick after being surfaced Forms and subgrode shall be -wetted immediately prior to placement of concrete. CffY Or BAKERSIFELD ST -10 CALFOFMA 0" ENOINM PMUC WORKS DEPARTMENT mmi Gutter not abDvm A? KTAINING CUIR0 &(7�,'RErAm No ORB IF 0.45" Min AN"_A_7'_'V V M In H EGN LI" tE�UWRYLAT DOE EF NECESSARY AT 6-. ufr� HI -GH �NE RETAINING C StOEWALK �RE-TAINING Cma (W Stte A TOP Dow= Elm r gsr EDGE OF� . I I to qhL7 �Mln ANQ QA �4" 4" F Uift SIDEWALK - ----- -- 11__,_1F . ........... Mirk I SEIE +00TE To SID"ALIK SIDEWALK RAISED TRUNCAT U., -.: T: IN Or A CASE A --a ?I JL41,5 4 J 0 ;A Ik- A 5wo a ElA I L. KPhFfttTME V T00 TYPJ!�AL QtIE-BAMP CURB RAMP DETAMS CQRNER INS:TALLATI N NO SCALE See Notes I am 3 F ASSA rqlarj TYIP:J�QAL T&D-RAM' QQRNER J,N�$_TALLATJON See Wf e, I CITY RECORDS NO., r sslo� X1 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND To THE F - J. - BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISO * RY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, No. C58651 STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THt CITY ENGINEER. EXP. 12-31-22 14111 .0ol civ A MICHAEL P. SILVEY, P.E. C58651 EXP 12-31�7<� �DATE W I 9 U) 71 0 CAN � 04 04 ME 1 C3 4- C3 C: C3 -d -+_ 0 < > a) V) z 0 0 z 0 a) co E- 7C) 0 *j7i a) U) __1 U_ a) > 0-) CL 00 C:) 0 C1 ��, Lo C4e) Ce)! z LU 7 0.), W 16 CK 04 0. ::E z 0 W UJ > 7�� < U 0- 95 > z 0 d OC) U 6 U -i 0- 5.D 0 S__ CL < 0 :t-- Lo 0 z " 0.0 U 0 Z; ED UJ a) C3) C U) Z (.) C: 0 C 0 0 P�. V) z UJ L_ D 0") LLJ < 0 0 < U C 06 STANDARD PAVEMENT PATCH'].. If n&-essvy, cost RIW,or oblah 4.0'mhl In) easement to awwome W depth of Ow Wroo0. 2 09 max *6 f - 6 o" min, 6 off mh?. 14 Roor - 24" 0 C: both wq)w, U widffi of bo# of Cold !oin t, /4 Rebor. ewd zporoad� oith 20- clearance from bottom of coacreta I conbl;uous z, Mora- SEC70V A -A =of WWC6 C & C, 1. A# scrftanA47 and moliaWs sha# conform to the applika6k la S�Cffms of exrWkg, drim qwwo� b* remowd for rowement sectims of the 4oed*dknS w6w 'State of Catifami; Deet, of M be Suomi at Me limits of remood as *wted by the 91y fhghew. rrvaspodat* Slonobrd Wkatbw" hereafter known as Slodhrd Me =* bm mwn,4 " be a mi?. of 50' in logth md somis 0 $08ciftfibIls" current City (Womd eaik Ad do j0h exis* joint or score Ii7a Rqdwmwt AV# =fam 0 dbensibn and locatkv to Me adjucent &Wing inpnmments 2 A mwt Street Permit issued by the'aly of Bc*mNd Pubrk uIdess otherwise dWed Dqwdment must accompoy d MX* wffhh City lot ­of -*W. J. 54bpd� M be emsboted he to gmde wd am sectko It S�ctfons baky replaced mof 1w pwvd q0st e4ft panment if h good con0on and #0 prior qpvkd of Me OYy D*w, and carpocted to = of moxhnwn dry dwsity as detemked by AS TM ASW 9-557 to a depth of 60' below top of subgwde. Offierwise, the existkg ponment sba# be sawcut a mh of 20' hm the edge of conaele or as diected Pawment potob Aal conform 4. Concrete tor Oiye qWooch sbo# coobw to the reWhoent$ of Me to the requkanents of Standard Detaff ST -11. Stodrd SM)rkotkns for mhvr concIrte (mh?. cement content of 12 CVtb and gutter and bod 'se y of qWvmh Ae# be poured pomte1% 50.5 9� cu Cowsto �OW tontoin no, odffies untess prkr a1womd not mordiffikaffy. is O&VL the CNY E*eer m allow&e &ive qWioach #W shall not exceed 09 5 renber forms sball he stirfaced on Me d* pkeed next to the IJ rotd moxim canarete md s;�W not be low Man 1.50 ffikk ofter surfthg Fww Of comm=W1mt4lf--f;mdyprrprty fiwtaga Dnm Wroach dinenam, and wbgrade Adl be wetted inmedately prkr to. conaete plorement as shown on qWvved pion, siW be ffie bods of avir datermhation. Concrete " be bovVed snwith, edged ond,ffm givw a Z1*0t 14. *FM WpomV ftm Me Cfly &g�w, told Wpoach width, i4duft broom rvhk Immedbidy ofier &i*hV, o# exposed xrfwa Ault m94 may be kvvmd to 50'moanwn for M -I and M-2,useg where receive a caVW4 unthrm coo1mg, of while pipmented cwkg coapound hAffi wAimes of semi -buck and &der use warrot. cwf&mkg to Me Standad _0pec&:a1bm ft concrete surkee Ad 14 A inhima of 22'of A0 heot a4 *W sqvvio ddw qpwche% be kept nWst untff the cur�i Mwand is W#W 7 E�ponskn j*& sholt be constructed at both eads ofapproach. =wt as noted on Standzrd DeW T-24 or as Wwved by City Ehy#reer Wbokened pto jbi* 20" &-W, �04# be placed at center of qWrooch 16 No &hm qWoxb cmsftdlm is parmtW withn a *eet or a* and at 10'mat kler vols or as o0rected 0 the, City En7hw. *4 mik". tZ No pwffm of Me &iw *pnxxh be emsbucted on adjmmt 8 EVwsim )bbt fiNty material s�dl consist of prebrmed sb* of #wtqe urdm speciffrdy qWwed by Me Oty &Ww dwWe, rolAnt compound ffid conkrm to the requirements of the Standord 4jec4callm la S�e rWe 6 9 1 kr Use of ft Ow q*m%* sland4rd 9 01we new 4*macb is behg coastructed ad)kwt to existkq rarb and ptler, tho av�thg cutb and 90ter sfio�Y be con;*qely rwwyed 45-�p- and r0oved with rebor as shown abow. No 'cot cut is affowed for cnmnwoW1muI6-kndy &hv "troach construchba NO 0 30" of DetectaWe *zmhg, &irkeg W width of sbewak IN. boffi AW of aWouch. S�e Note 4 on Mad ST -10 05t)wp, 00 CPO > JO* MINIA4UM PARKWAY PLAN VARIES SEE' NOTE 5 < SEE NOTE ia s 14* MIN 14' MIN TYR ltPIPE strrvr- SHA00 AREAS SHALL BE LANDSCAPED *PLACEIRRICATION P1861WREIN A SLEEVE PERD67AIL L -J WEN CR0SSJm7 ALL OrHER AREAS SHALL HAVE ACCEPr- UNDER ROADWAY OR HARDSCAPE. SLEEVES hHICH I PASS UNDER ROADWAY ABLE HARD SURFACE 7REATMENT ONLY $HALL ENTER MEDIAN IN A LARGE RECTANWLAR PLANIER. NG LIMIM IRLdV MEDIANS.._ &4LI wE MOWEER RAXfP: SEE 18" WIDE110RDER Or HARD SURFACE +9 -(CURQ) ,;rcriav & DETAx a TREAnWEN7' SEE DETAIL Z" C, on 1j LWA MV%' 10 W 14 T�V. HARD suRFAcE rypicALL Y HARD SURFACE PLAN7ERS & HARD SURFACE PER NOTES BELOW TREA TMEN 7' ONL Y rREA TMEN 7, SEE NO IE 2. DETAIL �2F TYPICAL YfQ1_A_N_., PLAN 1dE 4 2 1 V (OR LESS) 1 11' MINIMUM ___F__z - I SEE molts 2 & -37-1 V PER r 7 114o prR FT AdOWER RAMP PLAN SEC TION "D SE -C TION "E" @7m.QN -a TA IL ZQN- E..., _*3 " D ETA .__E "1 4# SECTION T -c"', set N07F 1. SEE NOT�S 2 & J. MOWCR SAMP D-ETAY- -SEE DEIA& V" NOU- 10 0kCU* tr00 WS ShOff fillelfidle with rectangular plonleis (S�e Detsh 'A 1, Bete width hsVe bock of cart fs less than 11' #es$ and `87 Shape of plonter areas moy vary from those shown pro'&ed that ell than 8' plonter width) as in Zone '1' only the use at Arigation water applied is contak7ed within plenter area hard surface treatment Is'0110*1ed 11 Oere there is a signikent difference in efevvlkn between cuibs on Wsite 2 Landscaped (#r�oted) Planters shall be allowed in sides of the median, the insloilation of retah7hq cwb may be Zone 7." only wiffi prior opproyat from 01y Eagheer -rewired to retch so# and kfigation water insiJe, Ike plonter area, end Recreation and Pol*s Director it 12, Install mower" mrno at both ends of evvy istod. Preferred "MOAW MrAq .3. A inhinum 18'0 ft 5 2 wide b&*r of hard surface loca&n is al Jefi turn pockeli trealmeal is requ;red adjbceal to the bock of curb 13 A# areas beto hordsMe Aa# be.,compacted to 909relative campactkn to throughout Zones 12" and IT' a depth of 6" (0�)t 4. Ohm plolm occur in Zones 7' and Tt the hard 14 Maximum tree sPocing is 35' 0 C Irms and other features sha# comply with surface border sha# slope hword towards the ptianter line of Sot restdclims of 114 *per loot. 15 See 0010s L -9 and L - 10 kr so# pMarelkv and pfonth# tequitementa 5 #hem the mhimum ptanter width does not occur 16, Any and a# chaaM sholf be opproved by Me Recreation end POs Director 10f JO C000CUMVe fBetp only hard surface Irealment & aly 1now prior to 4/ementation. sha# be bstolled 17 kis Prooct is Svb*l to Me Requirements at the CWffiomho 4artment of 6 No turf shall be allmd in maons. Water Resources Model ftler [frxient tandsc4pe &dWance (MIWLOJ end ony 7 Rhere mly hard' wrkce trw1ment is hstafted (such as other Applicable, Stole and local RMIation. Contractor is Raponsble for in Zone "17, the hord surfoce �ho# slope oulwad ol 114� Compliance joilh these fiewirments. per toot. See Deto# 'OF" ALENAME: L-12REV 8 A# concrels surfam s6o# be 4' lhkk. Stooped DATIREV 9/20 concrete shall conla#? hlegrol color, twor hardener STANDARD '%/8W/1DC boted concrete seater installed joer manut"turers' CHECKEO specifkalion. 69onsion jMls shofl be constructed at each LANDSCAPING UNITS F Ganzolez side of a ldn4coped area ondol JO'mer hterWa SCAU Expansion larfli mer materw skall consist of praf&med APPROVED WITHIN MEDIANS st* of &4We, re0knl compound cw)�tmhq to the requirements of the Standord Spwiffeations, C" OF BAKEfflf9EW L-12 9 Concrete color and design lajwl sball be eAvowd by CAUFORNIA the Oty ffigineer and Recreation end Parks Drector C PUSUC WORKS DEPARTMENT _J UNAUTHORIZED CHANGES & USES- NOTE -TO CONTRACTOR - THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR THE EX ISTENCE AND LOCATION OF ANY UNDERGROUND' USES OF THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE OF THESE PLANS PRIOR TO' CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED, TO ASSUME SOLE AND, COMPLETE THERE MAYBE EXISTING UTILITIES NOT SHOWN ON THESE PLANS. 00A01 RESPONSIBILITY FOR JOB SITE,CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHAL ' L BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO Know what Is bel OW NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN BE USED PRIOR TO CONSTRUCTION AND SHALL BE PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE Call before you, dig. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES, SHOWN OR NOT SHOWN HEREON. see Note 7 2 0 *ep "ened W & 6Wter per Evansb7 %fle JAK ser Note 7. Sto dard De td S r- 1. - - - - - - - - T - - - - - - - - - --- -------- - - - - - - - - - - M Rnp _ per Standard Potarl ST -19 51 10 0-- t)P. 14 between jbhts \Y it A at Adure f I I Mark t Rkbt-of-way 6. 0 0 1 Sbhulk 2,0,wv mh -4_1 max 1.5z m1p. 2.0% hakened Plane *4.5'w at local streets unless offiwidse dkmted by the aty Enghew. 75' on 9# ada*1 SbWls U*W OffierWiSa *Wled by Me Cttv Eligheer. 6 5' on a# co*ctar streets and on d Ixal 5*eeb that are adjacent to schoA bmqfiels, commercial or h*sw areas or as offierw,�e dheted by Ma aly Engheer. NOTES: 1. A# waimonsho and moterkfs sbo# cooform to Me *#k.,We d Exposkn lbht Rlar matedd shail cw*t of ptefamed sectb7s; of Me *vdficafts enUffed "State of Cditbmi4 stros of &&We, resfient coupound Mat conforms to the OAzylmenl of Tromportatka Standard 4wdffwtknsr*, hereafter ieqviremeats� of Me Standard Spec*ations known as 'Stondord Wrxafts:: currot 67ty pppmved edition, 9. Secfts of a0sthg skWk hekg removed for tWkeemot Aa# be sawcut al Me Ihnits of removoi as directed by the City Enoer. Z A aumt Street Permit &uW by the City of ftem&4 7he secMv &*g removed &V/ be a min, of iO'h Amgth and PUNIC krb Veowfmwt must orcmpoy a# wa* *01h Me smuts A0# 0697 with ewlhg pkt or score line fieuldcement City light-af-way. .dW cookim k *nensiw and Iacalko to the adjixwt ewistkq J Subgm* sha# be consWeted be to 9-o* and am,seclkn hqomvements untm otha*se drected and twWoc&d to 9ff of mox6ram &y density as determhed by 10 Con?Motiw abewalk sW be used at hlersections and bus stops ASTM 0-1557 to a depth of 6 0' Wow kp of svbpa& on dl ortedd and c0ector stwts and me -*-s= y be used 4 ol .4. Concrate for sidewa* shai conbm to the requhments of and knucHes an lod srbveis� All other uses of combbation skewa* the Standard Spec*vtIms for minor concrete (m4i cement sub*' - to the wrovot of the city inghw- content of 505 b1cu )d). Concrete sho# contak? no aaYws 11. k7 y deWatkn hin standard In &A abi; or motaids used unkw prkr approtd,is obtahed #om the 0y ingheet: whY requh ' ffmd hm the Oty Eagow. Arw 5 rmber kvmsshaff be sur*ced on Me side placed next to the 11 Transitions h skWwolk t)pes mvst be Wrowd. by the. concrete and Aaff he not less than 1.5' ffikk after being 01 &07w. surkced Foms ond subrade sball be sette . d kzmecrtatdy IJ Aff sk�w& canstructko Aaf cm#y #0 current prior to placement of conaete. reWirements for AOA 6 Concrete wrfoes s&# be troweled swoolb, edged and Men givw a Affit broom rxM, Imedblefy offer Ws*hig, 2W9 v/1 eVaW mftn rbo# roceAv a complete, -unikm coatin of white pigmented affhV compound contarmbg to the 1 9 STANDARD DRAYM JCU/BW Standard Specificabiw7s; Concrate wrface, sho# be kept CHOMW moist unl# the cu* compamd Is qp#ied COMBINATION SIDEWALK SC" S LESH NT.& Z Evonskn )W71s Ad he constructed at each si* of OPROVIM Na& sftduiw4 at a*6 of a4 relums and at 60'mex ontervos, cffy OF BAKERSIFELD "ened plane jak1s; 2 0" &W, shall be ploced at ta 0' ST -5 htermts with 0 25* dW sm marks at 5 0' h1wv* CALFORMA 3111F V PUBLIC WORKS DEPAWMENT I YX�1070 EUACR, t)p. malt Rmp Cwb and 6kdter per Standard Wd Sr -t. N, ROMP *a Adl meet requaments Of WOWS Stanobrd Plom current atl qoproved edtiv, aMess olha*se shown w this detai. _,A IM -51 Ct ---------- ------------- rop of ROW Lon* Arm ------------- ------ I. 5z mh - z ar MOX. Detectable Wnkg A(O /0 see Note 9. Surface, see &10.4. 4 A 4fo In 4. 0 mh .CASE *A` A10 TES. -SEC7XW 1. All workmanship and materials shall conform 8. Concrete surfaces shall be troweled smooth, to the applicable sections of the speciAcotions edged and then given a light broom Anish. entitled 'State of Callfomia, Department of Immediately offer Anishing, all exposed Transportation, Standard Spectrications,' surfaces shall receive a unitorm application of hereafter known as Vondard Specifications', white pigmented cuting compound conforming current City approved edition 2. A current Street Permit issued by the City of to the requirements of the Standard 6okersfield Public Works Department must Specifications. accompany aff work within the City right-of-wo 9. Expansion joints shall be constructed at ,y, ends of curb retum& - We�kened plane joints, J. A# new curb romps sholl be Case "A! 0ere 2.0"deep, sholl be.placed at top and sides of existing conditions do not accommodate Case ramp slopes and as, directed by the City "A" romps, other t)pes of romps may be Engineer. constructed with prior approval of the City ta Expansion joint filler moter:161 shall consist Engineer. All new romps, regardless of t)pe, of preformed strips of durable, resilient shot/ comp/ y with the requirements of Standard compound that contbrm to the requirements Plans A88A, AM A90A and A908 per the of the Standard Specirications. State of California, Ue , portment of Transportation, 11. Sections of existing curb ramp being Standard Plans current City approved edition removed far replacement shall be sawcut at and all current ADA requirements, unless the limits of removal as directed by the City otherwise shown on this detail. Engineer. Sawcut for sections being removed 4 7)p a and color of detectable woming surface shall align with aWsting joint or score line. shall be approved prior to installation. 12. Sections of ramp curb and 'gutter being 5. Subgrade for curb ramp shall*be constructed replaced may be poured -against existIng true to grade and cross section. and compacted pavement, if In good con0lon and with prior to 90Z of mox#num dry density as determined approval of the City Erigineer: Otherwise, the by ASTV D-1557 to a depth of 6.0" below top existing pavement shall be'sawcut a minimum of subgrade. of 2.0'from the edge of concrete or as 6. Concrete for curb ramp shall confonn to the di6rected. Pavement patch shall conform to requirements of the Standard Specifications for the requirements of City Standard S11-11, minor concrete (min. cement content of 505 lb/cu yd). Concrete shall contain no additives unless prior approval Is obtained from the- City Engineer. STAND*ARD NAM 7 Timber tbrms shall be surfaced on the side '*t� placed next to the concrete and shall not be CURB RAMP S less than 1.5' thick after being surfaced Forms and subgrode shall be -wetted immediately prior to placement of concrete. CffY Or BAKERSIFELD ST -10 CALFOFMA 0" ENOINM PMUC WORKS DEPARTMENT mmi Gutter not abDvm A? KTAINING CUIR0 &(7�,'RErAm No ORB IF 0.45" Min AN"_A_7'_'V V M In H EGN LI" tE�UWRYLAT DOE EF NECESSARY AT 6-. ufr� HI -GH �NE RETAINING C StOEWALK �RE-TAINING Cma (W Stte A TOP Dow= Elm r gsr EDGE OF� . I I to qhL7 �Mln ANQ QA �4" 4" F Uift SIDEWALK - ----- -- 11__,_1F . ........... Mirk I SEIE +00TE To SID"ALIK SIDEWALK RAISED TRUNCAT U., -.: T: IN Or A CASE A --a ?I JL41,5 4 J 0 ;A Ik- A 5wo a ElA I L. KPhFfttTME V T00 TYPJ!�AL QtIE-BAMP CURB RAMP DETAMS CQRNER INS:TALLATI N NO SCALE See Notes I am 3 F ASSA rqlarj TYIP:J�QAL T&D-RAM' QQRNER J,N�$_TALLATJON See Wf e, I CITY RECORDS NO., r sslo� X1 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND To THE F - J. - BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISO * RY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, No. C58651 STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THt CITY ENGINEER. EXP. 12-31-22 14111 .0ol civ A MICHAEL P. SILVEY, P.E. C58651 EXP 12-31�7<� �DATE W I 9 U) 71 0 CAN � 04 04 ME 1 C3 4- C3 C: C3 -d -+_ 0 < > a) V) z 0 0 z 0 a) co E- 7C) 0 *j7i a) U) __1 U_ a) > 0-) CL 00 C:) 0 C1 ��, Lo C4e) Ce)! z LU 7 0.), W 16 CK 04 0. ::E z 0 W UJ > 7�� < U 0- 95 > z 0 d OC) U 6 U -i 0- 5.D 0 S__ CL < 0 :t-- Lo 0 z " 0.0 U 0 Z; ED UJ a) C3) C U) Z (.) C: 0 C 0 0 P�. V) z UJ L_ D 0") LLJ < 0 0 < U C 06 C) N (0 C) CL W C-4 Z U) 0 LIJ Z 0 LIJ 0 W D W z LU F_ > co X < W 0 U) z 0-) CL 00 C:) Lo C4e) Ce)! 7 0.), W 16 CK W UJ > 0 U) W ry z LM; CL W U) 5 > 0 11� UJ W F _J y UJ W M U) C) N (0 C) CL W C-4 Z U) 0 LIJ Z 0 LIJ 0 W D W z LU F_ > co X < W 0