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HomeMy WebLinkAbout6.9-5336.9-533 0SCALE: feetIBI GROUPSuite 155 - 5500 Ming AvenueBakersfield CA 93309 USAtel 661 836 4300 fax 661 836 4311ibigroup.comIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.comCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242187\127088_TYPICAL_SECTIONS.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:30:14 AM by Lydia La Point TS-12040601"=20'STREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVEBRUNDAGE LANE TO TRUXTUN AVE7<3,&$/6(&7,2166.9-533 0SCALE: feetIBI GROUPSuite 155 - 5500 Ming AvenueBakersfield CA 93309 USAtel 661 836 4300 fax 661 836 4311ibigroup.comIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.comCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242187\127088_TYPICAL_SECTIONS.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:30:45 AM by Lydia La Point TS-2510151"=5'STREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVEBRUNDAGE LANE TO TRUXTUN AVE7<3,&$/6(&7,2166.9-533 0SCALE: feetIBI GROUPSuite 155 - 5500 Ming AvenueBakersfield CA 93309 USAtel 661 836 4300 fax 661 836 4311ibigroup.comIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.comCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242187\127088_TYPICAL_SECTIONS.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:30:54 AM by Lydia La Point TS-31020301"=10'STREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVEBRUNDAGE LANE TO TRUXTUN AVE7<3,&$/6(&7,2166.9-533 FINAL PAY QUANTITIESSHEET(SQFT)(SQFT)(LFT)(CYD)(SQFT)CULVERT DRAINMEDIAN CURBCLEAR & GRUBPAVEMENTSIDEWALKCURB & GUTTERPAVERS/BRICK(SQFT)(SQFT)(SQFT)DRIVEWAY7101191213834256--405--35493651417246363604230352427291511236341176088549615633187472----697971110811349701047----9229808212997140009772----------782------343171948642599584352480042232624964402037523121327225952337132715352153242824982715222112151413106711761133159227092688526271031256416004169621417299257484372218637310275746845811418136072TOTAL0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:18:53 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-1DEMOLITIONCOVER SHEET2040601"=20'12345678SIDEWALKPAVERS/BRICK(SQFT) (SQFT)3121-5--12910----12221623311021054D-2D-3D-4D-5D-6D-7D-8D-9D-10D-11D-12D-136.9-533 SEE 3 OF 13CHESTER AVENUEBRUNDAGE LANE 1ST STREET1ST STREET REMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:01 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-2DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'85341SQFT71047SQFT6654CYD21711SQFT643CYD8976SQFT444350SQFT246SQFT46SQFT230SQFT48551SQFT884SQFT21838SQFT482361SQFT2877SQFTDEMO TYPESHEET 2 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.-354947269741171047922923012345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT414SQFTEAEA910Tree (To Be Removed)Tree (Protect in Place)1010101010101010101099910103126.9-533 SEE 2 of 13SEE 4 OF 13CHESTER AVENUEREMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:06 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-3DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'3214SQFT8443370SQFT299SQFT122SQFT248SQFT4439SQFT84189SQFT175SQFT3228SQFT8711SQFT2356SQFT3115SQFT24CYD81279SQFT3271SQFT8880SQFT2286SQFT25CYD3708SQFT4194SQFT8788SQFT41034SQFT21752SQFT623CYD481388CYD897SQFT325SQFT744SQFT1887SQFT3288SQFT17CYD8412SQFT3227SQFT8623SQFT3328SQFT1775SQFT81761SQFT19CYD2411SQFT2111SQFT622CYD6893CYD21899SQFTDEMO TYPESHEET 3 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.-365197160888082352412345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT--EAEA910Tree (To Be Removed)Tree (Protect in Place)12101096.9-533 2ND STREET CHESTER AVENUESEE 3 OF 13SEE 5 OF 13REMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:11 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-4DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'621CYD41819SQFT82565SQFT4382SQFT6913CYD4522SQFT426SQFT3253SQFT8419SQFT471SQFT694SQFT3385SQFT8429SQFT4149SQFT3278SQFT658SQFT8354SQFT4132SQFT3283SQFT660SQFT4548SQFT81764SQFT3409SQFT623CYD41785SQFT613CYD4112SQFT3403SQFT82391SQFT6862SQFT8543SQFT4323SQFT3267SQFT8157SQFT3368SQFT8997SQFT81264SQFTDEMO TYPESHEET 4 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT41034SQFT-360423633187-970-9772EAEA910Tree (To Be Removed)Tree (Protect in Place)-210106.9-533 SEE 6 of 133RD STREET CHESTERPLACE SEE 4 of 13CHESTER AVENUEREMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:16 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-5DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'8895SQFT22038SQFT671CYD82590SQFT4153SQFT4181SQFT3324SQFT66CYD446SQFT8447SQFT4175SQFT3295SQFT8891SQFT417SQFT418SQFT62CYD3367SQFT8154SQFT3265SQFT8964SQFT67CYD3137SQFT8286SQFT8923SQFT22598SQFT4414SQFT646CYD3123SQFT69CYD84269SQFT4283SQFT4276SQFT82581SQFT645CYD6957CYDDEMO TYPESHEET 5 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT-463615111563-1134-1400045SQFT433SQFTEAEA910Tree (To Be Removed)Tree (Protect in Place)-1106.9-533 SEE 5 of 134TH STREET 5TH STREET CHESTER AVENUESEE 7 of 13REMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:21 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-6DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'61CYD3719SQFT8198SQFT8804SQFT64CYD2340SQFT627CYD294SQFT63CYD82661SQFT62CYD21765SQFT3514SQFT3352SQFT61CYD8617SQFT471SQFT8504SQFT463SQFT63CYD4490SQFT82281SQFT2289SQFT1109SQFT81099SQFT426SQFT4163SQFT4559SQFT437SQFT1102SQFT480SQFT68CYD1103SQFT610CYD3638SQFT21106SQFT82563SQFT434SQFT4107SQFT4379SQFT4216SQFT447SQFT440SQFT4241SQFT4126SQFT4188SQFT4481SQFT2578SQFT6745CYD4652SQFT81642SQFT4800SQFT4500SQFT3506SQFT643CYD4196SQFT191SQFT8628SQFT67CYD628CYD2226CYDDEMO TYPE (SOUTH OF 4TH ST)SHEET 6 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT405417227295496-1108-12997EAEA910Tree (To Be Removed)Tree (Protect in Place)1610101010101010109106.9-533 SEE 8 OF 136TH STREET SEE 6 OF 13CHESTER AVENUEREMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:25 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-7DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'82882SQFT21834SQFT643CYD83565SQFT63CYD3486SQFT62CYD62CYD8695SQFT61CYD82297SQFT4222SQFT492SQFT4119SQFT450SQFT4352SQFT497SQFT454SQFT426SQFT414SQFT2652SQFT4375SQFT6749CYD4256SQFT83820SQFT4144SQFT459SQFT4173SQFT4120SQFT2776SQFTDEMO TYPESHEET 7 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT-32624862153-800-12564EAEA910Tree (To Be Removed)Tree (Protect in Place)22101010996.9-533 SEE 7 OF 137TH STREET 8TH STREET CHESTER AVENUESEE 9 OF 13REMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:31 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-8DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'62CYD67CYD8980SQFT61CYD22983SQFT82106SQFT643CYD3480SQFT83746SQFT4298SQFT4266SQFT4190SQFT612CYD420SQFT83127SQFT420SQFT8358SQFT482SQFT3711SQFT2542SQFT4627SQFT8757SQFT3415SQFT8257SQFT612CYD81564SQFT3501SQFT63CYD4363SQFT2236SQFT8880SQFT4267SQFT6980CYD21203SQFT61CYD81433SQFT66CYD3488SQFT493SQFT8796SQFT4182SQFTDEMO TYPESHEET 8 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT-496425952428-1067-16004EAEA910Tree (To Be Removed)Tree (Protect in Place)531010101010101096.9-533 SEE 10 OF 139TH STREET 10TH STREET CHESTER AVENUESEE 8 OF 13REMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:35 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-9DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'81574SQFT468SQFT4148SQFT4240SQFT646CYD21507SQFT85619SQFT4160SQFT4244SQFT649CYD1343SQFT3405SQFT4779SQFT421SQFT445SQFT3598SQFT2328SQFT81070SQFT462SQFT4525SQFT460SQFT4219SQFT81122SQFT2400SQFT4239SQFT61056CYD21210SQFT82378SQFT3400SQFT81669SQFT62CYD67CYD3485SQFT66CYD8629SQFT66CYD441SQFT440SQFT441SQFT82125SQFT4180SQFT3449SQFT64CYD4165SQFT2527SQFT216SQFT232SQFTDEMO TYPESHEET 9 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT343402023372498-1176-16962DEMO TYPESHEET 9 DEMO SCHEDULEQNTY.EAEA910Tree (To Be Removed)Tree (Protect in Place)-310106.9-533 SEE 9 OF 1311TH STREET CALIFORNIA AVENUE CHESTER AVENUESEE 11 OF 13 REMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:41 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-10DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'323SQFT61CYD4285SQFT8219SQFT470SQFT63CYD3493SQFT4471SQFT8876SQFT4179SQFT4427SQFT2528SQFT61082CYD416SQFT487SQFT442SQFT444SQFT4197SQFT81180SQFT4123SQFT3210SQFT2938SQFT81078SQFT7363SQFT2102SQFT8312SQFT8531SQFT2141SQFT82741SQFT473SQFT4124SQFT4408SQFT645CYD82966SQFT22043SQFT3601SQFT8614SQFT8914SQFT4128SQFT71220SQFT66CYD22SQFT422SQFTDEMO TYPESHEET 4 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT-3752132727151133159214172425DEMO TYPESHEET 4 DEMO SCHEDULEQNTY.EAEA910Tree (To Be Removed)Tree (Protect in Place)-1105405LFT520LFT79SQFT441SQFT6.9-533 SEE 12 OF 1313TH STREET CHESTER AVENUESEE 10 OF 13REMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:45 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-11DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'3258SQFT2467SQFT8410SQFT21138SQFT3281SQFT7615SQFT6995CYD8986SQFT72094SQFT2819SQFT82404SQFT8345SQFT21516SQFT81643SQFT81752SQFT3576SQFT4509SQFT4273SQFT3420SQFTDEMO TYPESHEET 11 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT-31211535995992522217822709EAEA910Tree (To Be Removed)Tree (Protect in Place)-101010101010101010101051003LFT71218LFT834SQFT8696SQFT81655SQFT6.9-533 SEE 11 OF 13SEE 13 of 13CHESTER AVENUEREMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:50 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-12DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'71319SQFT83353SQFT21640SQFT6422CYD71369SQFT83750SQFT21632SQFT6421CYDDEMO TYPESHEET 12 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT-3272--121584326887103EAEA910Tree (To Be Removed)Tree (Protect in Place)-210105629LFT5586LFT6.9-533 TRUXTUN AVENUE CHESTER AVENUESEE 12 of 13REMOVE EXISTING CULVERTMATCHLINEDEMOLITION LEGENDREMOVE EXISTING CURB & GUTTERREMOVE EXISTING DRIVEWAYCLEAR & GRUBREMOVE EXISTING MEDIAN CURBREMOVE EXISTING PAVEMENTREMOVE EXISTING PAVERS/BRICKREMOVE EXISTING SIDEWALKREMOVE EXISTING GUTTER0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DEMOLITION-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:19:55 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comD-13DEMOLITIONBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'82785SQFT2857SQFT6524CYD7422SQFT82477SQFT2862SQFTDEMO TYPESHEET 13 DEMO SCHEDULESQFTLFTCYDSQFTSQFTSQFTSQFTQNTY.12345678Culvert DrainCurb & GutterDrivewayClear & GrubMedian CurbPavement (6in Depth)Pavers/BrickSidewalkSQFT-1719--14135244225262EAEA910Tree (To Be Removed)Tree (Protect in Place)-101010101010101010101051413LFT6.9-533 127ES0SCALE: feetC,7< 2) %A.E5S),EL'38%L,C :25.S 'E3A570E17101 758X781 A9E%A.E5S),EL' CA)LOe LRFDtLRQ: C:?XVeUV?OODSRLQt?G024212?12088BC,9,LGZJ LDVt 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T2K304 C-10DRIVEWAY DETAILSCHESTER AVE STREETSCAPE 1020301 10'394.46 TC394.04 LIP394.53 TC394.11 LIP394.98394.99395.05395.06395.08 JOIN395.16 JOIN14%14%2.0% 2.0%0.32%9.5 %394.09 TC393.67 LIP394.17 TC393.75 LIP394.62394.63394.69394.70394.72 JOIN394.80 JOIN14%14%2.0%2.0%0.3%9.4%394.66 TC394.24 LIP394.76 TC394.34 LIP395.10395.12395.29395.31395.20 JOIN395.41 JOIN14%14%2.0%2.0%0.58%9.5%26'9.6%25'9.4%36'8.8% 2.0% 2.0%395.80 JOIN394.76 LIP395.18 TC0%14%14%394.25 LIP394.67 TC395.66395.66395.80 JOIN395.66395.6636'9.0% 14.1%7'10'STA 26+76.04L 57.75STA 27+02.04L 57.75STA 26+76.04L 42.80STA 27+02.04L 42.80STA 28+05.45L 57.75STA 28+30.45L 57.75STA 28+05.45L 42.75STA 28+30.45L 42.75STA 28+76.36L 57.75STA 29+12.37L 57.75STA 28+76.36L 42.75STA 29+12.37L 42.75STA 31+01.88R 40.75STA 31+01.88R 57.75STA 30+65.87R 40.75STA 30+65.87R 57.756.9-533 0SCALE: IeetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DRIVEWAY_DETAILS.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:38:22 AM by Lydia La Point STREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comCHESTER AVE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 / CITY PROJECT NO. T2K304 C-11DRIVEWAY DETAILSCHESTER AVE STREETSCAPE 1020301 10'396.22 TC395.80 LIP396.33 TC395.91 LIP396.50396.49396.46396.45STA 36+57.51L 140.05396.53 JOIN14%14%2.0%0.2%6.9%395.21 TC394.79 LIP395.30 TC394.88 LIP395.82395.83395.88395.89395.96 JOIN396.03 JOIN14%14%2.0%2.0%0.23%10%396.42 TC396.00 LIP396.44 TC396.02 LIP396.95396.95396.99397.00397.09 JOIN397.14 JOIN14%14%2.0%2.0%0.17%9.7%30'7'10'3'3'10.4%2.0%25'30'9.5%5.5%396.87 TC396.45 LIP396.94 TC396.52 LIP397.45397.45397.54 JOIN397.59 JOIN14%14%2.0% 2.0%0.14%9.3%3'10'6.9'3'36'9.5%STA 31+97.66L 57.75STA 32+27.65L 57.75STA 31+97.66L 57.75STA 32+27.65L 40.75STA 31+97.65L 40.75396.58 JOINSTA 36+71.51L 140.05STA 36+57.51L 165.05STA 36+71.51L 165.05STA 31+97.66L 57.75STA 39+21.60L 57.75STA 39+21.60L 40.75STA 38+91.60L 40.75STA 41+34.07L 57.75STA 41+70.07L 57.75STA 41+70.07L 40.75STA 41+34.07L 40.756.9-533 0SCALE: IeetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DRIVEWAY_DETAILS.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:38:33 AM by Lydia La Point STREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comCHESTER AVE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 / CITY PROJECT NO. T2K304 C-12DRIVEWAY DETAILSCHESTER AVE STREETSCAPE 1020301 10'2.0%2.0%397.27 JOIN396.65 LIP397.07 TC0.22%14%14%396.57 LIP396.99 TC397.13397.14397.35 JOIN397.20397.212.0% 2.0%397.57 JOIN396.91 LIP397.33 TC0.25%14%14%396.83 LIP397.25 TC397.43397.44397.66 JOIN397.51397.522.0%2.0%397.89 JOIN396.78 LIP397.20 TC0.39%14%14%396.73 LIP397.15 TC397.75397.76398.03 JOIN397.88397.8936'5.7%5.5%3'3'36'3'3'36'3'3'11%10.3% 6.1% 6.0% 2.0% 2.0%398.53 JOIN397.74 LIP398.16 TC0.72%14%14%397.49 LIP397.91 TC398.39398.41398.71 JOIN398.55398.5725'3'3'9.2% 8.1%STA 41+49.56R 40.75STA 41+49.56R 57.75STA 41+85.56R 40.75STA 41+85.56R 57.75STA 42+80.17R 40.75STA 42+80.17R 57.75STA 43+16.17R 40.75STA 43+16.17R 57.82STA 44+48.68R 40.75STA 44+48.68R 57.75STA 44+84.68R 40.75STA 44+84.68R 57.75STA 45+74.14R 40.75STA 45+99.14R 57.75STA 45+99.14R 40.75STA 45+99.14R 57.756.9-533 0SCALE: IeetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DRIVEWAY_DETAILS.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:38:43 AM by Lydia La Point STREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comCHESTER AVE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 / CITY PROJECT NO. T2K304 C-13DRIVEWAY DETAILSCHESTER AVE STREETSCAPE 1020301 10'2.0%399.41 JOIN398.39 LIP398.81 TC0.29%14%14%398.40 LIP398.82 TC399.27399.28399.48 JOIN399.33399.342.0% 2.0%399.64 JOIN398.89 LIP399.31 TC0%14%14%398.77 LIP399.19 TC399.50399.50399.64 JOIN399.50399.502.0%2.0%399.75 JOIN398.95 LIP399.37 TC0.17%14%14%398.86 LIP399.28 TC399.61399.62399.85 JOIN399.70399.7124'3'3'9.4%8.8%2.0%36'3'3'7.3% 6.1%3'3'58'7.6%7.5% 2.0% 2.0%399.89 JOIN399.00 LIP399.42 TC0.17%14%14%398.96 LIP399.38 TC399.75399.76399.95 JOIN399.80399.8110'7'8.0%3'3'36'8.0%STA 48+37.71R 57.75STA 48+37.71R 40.75STA 48+61.71R 40.75STA 48+61.71R 57.75STA 49+71.43 R 57.75STA 49+71.43R 40.75STA 50+07.43R 40.75STA 50+07.43R 57.75STA 51+98.44 R 57.75STA 51+98.44R 40.75STA 52+56.44R 40.75STA 52+56.44R 57.75STA 52+87.35 R 57.75STA 52+87.35R 40.75STA 53+23.35R 40.75STA 53+23.35R 57.756.9-533 0SCALE: IeetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DRIVEWAY_DETAILS.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:38:53 AM by Lydia La Point STREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comCHESTER AVE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 / CITY PROJECT NO. T2K304 C-14DRIVEWAY DETAILSCHESTER AVE STREETSCAPE 1020301 10'2.0%400.19 JOIN399.23 LIP399.65 TC0.36%14%14%399.19 LIP399.61 TC400.11400.12400.29 JOIN400.20400.21399.99 TC399.57 LIP399.88 TC399.46 LIP400.34400.33400.20400.19400.48 JOIN400.33 JOIN14%14%2.0%2.0%0.42%7.4%399.71 TC399.29 LIP399.69 TC399.27 LIP400.28400.29400.36400.37400.42 JOIN400.51 JOIN14%14%2.0% 2.0%0.25%10.9%36'7.6% 10%36'28'3'3'9.3%9.7% 1.9%400.42 JOIN399.35 LIP399.77 TC0.23%14%14%399.31 LIP399.73 TC400.34400.35400.49 JOIN400.40400.4130'3'3'10.4% 10.5% 2.1% 2.0%STA 56+76.53 L 40.75STA 56+76.53L 57.75STA 57+12.53L 57.75STA 57+12.53L 40.75STA 58+75.85 L 40.50STA 58+75.85L 57.75STA 59+11.85L 57.75STA 59+11.85L 40.50STA 58+83.44 R 57.50STA 58+83.44R 43.50STA 59+11.44R 43.50STA 59+11.44R 57.50STA 59+65.60 R 57.75STA 59+65.60R 43.50STA 59+95.60R 43.50STA 59+95.60R 57.756.9-533 0SCALE: IeetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_DRIVEWAY_DETAILS.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 3:38:58 AM by Lydia La Point STREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comCHESTER AVE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 / CITY PROJECT NO. T2K304 C-15DRIVEWAY DETAILSCHESTER AVE STREETSCAPE 1020301 10'1.9%1.9%400.90 JOIN399.52 LIP399.94 TC0.33%14%14%399.48 LIP399.90 TC400.82400.81400.80 JOIN400.73400.7230'12.1%13.3%3'3'STA 60+90.25 R 57.75STA 60+90.25R 43.50STA 61+20.25R 43.50STA 61+20.25R 57.756.9-533 R.O.W.R.O.W.0SCALE: feetIBI GROUPSuite 155 - 5500 Ming AvenueBakersfield CA 93309 USAtel 661 836 4300 fax 661 836 4311ibigroup.comIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.comCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\brian vong\d0242192\127088_STORM.dwg Last Saved: October 24, 2023, by brian.vong Plotted: Tuesday, October 24, 2023 4:02:34 PM by Brian Vong CHESTER AVENUE CORRIDOR ENHANCEMENT PLANDRAFTC-16CIVILBRUNDAGE LANE TO TRUXTUN AVE2040601" 20 LID ELEV: 390.4LID ELEV: 390.26LID ELEV: 390.02EXISTING GRADEEXISTING GRADEINVERT ELEV: 387.02STA 1+00*THIS IS AN ASSUMED ELEVATIONINVERT ELEV: 387.29STA 1+27INVERT ELEV: 386.33STA 2+1918" RGCP STORM DRAIN PER C.O.B. GIS16" RGCP STORM DRAIN PER C.O.B. GISLID ELEV: 390.4LID ELEV: 390.02INVERT ELEV: 387.02STA 1+00*THIS IS AN ASSUMED ELEVATIONINVERT ELEV: 386.33STA 2+25INVERT ELEV: 387.42STA 1+4018" RGCP STORM DRAIN PER C.O.B. GIS16" RGCP STORM DRAIN PER C.O.B. GISLID ELEV: 389.94EXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED STORMDRAINEXISTING STORM DRAIN6.9-533 0SCALE: feetC,7< 2) %A.E5S),EL'38%L,C :25.S 'E3A570E17101 758X781 A9E%A.E5S),EL' CA)LOe LRFDtLRQ: C:?XVeUV?OODSRLQt?G024212?12088BC,9,LGZJ LDVt SDYeG: 0D\ 2 2024 E\ OODSRLQt 3ORtteG: 7KXUVGD\ 0D\ 2 2024 1:4:4 30 E\ L\GLD LD 3RLQt S75EE7 C255,'25 ,03529E0E17S 21 C+ES7E5A9E18E )520 %581'A*E LA1E 72 758X781 A9E10 E[FKDQJe 3ODFe  SXLte 112SDOt LDNe CLt\ 87 84111 8SAteO 801 32 4233www.arcadis.com10 E[FKDQJe 3ODFe  SXLte 112SDOt LDNe CLt\ 87 84111 8SAteO 801 32 4233www.arcadis.comC+ES7E5 A9E C255,'25 E1+A1CE0E17  A5CA',S 352-EC7 12 12088  C,7< 352-EC7 12 72.304 C1C,9,LC,7< S7A1'A5' 'E7A,LS40801201"=40'6.9-533 0SCALE: feetC,7< 2) %A.E5S),EL'38%L,C :25.S 'E3A570E17101 758X781 A9E%A.E5S),EL' CA)LOe LRFDtLRQ: C:?XVeUV?OODSRLQt?G024212?12088BC,9,LGZJ LDVt SDYeG: 0D\ 2 2024 E\ OODSRLQt 3ORtteG: 7KXUVGD\ 0D\ 2 2024 1:4:8 30 E\ L\GLD LD 3RLQt S75EE7 C255,'25 ,03529E0E17S 21 C+ES7E5A9E18E )520 %581'A*E LA1E 72 758X781 A9E10 E[FKDQJe 3ODFe  SXLte 112SDOt LDNe CLt\ 87 84111 8SAteO 801 32 4233www.arcadis.com10 E[FKDQJe 3ODFe  SXLte 112SDOt LDNe CLt\ 87 84111 8SAteO 801 32 4233www.arcadis.comC+ES7E5 A9E C255,'25 E1+A1CE0E17  A5CA',S 352-EC7 12 12088  C,7< 352-EC7 12 72.304 C20C,9,LC,9,L 'E7A,LS40801201"=40'6.9-533 NOTES0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_STRIPING-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 6:00:46 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comSS-1COVER SHEETBRUNDAGE LANE TO TRUXTUN AVE2040 601"=20'1235678910114121312356789101141213Pavement MarkingsQNTY.UNITCONTINENTAL CROSSWALK 2443LFTBIKE LANE SYMBOLS84 EACHWHITE TRAFFICS SYMBOLS 54 EACHGREEN BIKE MARKINGS13092SQFTSTRIPING - DETAIL 910591LFTSTRIPING - DETAIL 32263LFTSTRIPING - DETAIL 382348LFTSTRIPING - DETAIL 393993LFTSTRIPING - DETAIL 39A15940LFTSTRIPING - DETAIL 40889LFTSS-2SS-3SS-4SS-56.9-533 13' 14'42.5'5' 10'14'10'10'5'12' 12'12'MATCHLINEBELOW12' 10'10'10'10'12' 8'10'10'10'10' 10.7'10'10'10.5'10'10' 8' 5'5' 2.75' 5' 2.75' 8' 2.75'2.75' 7'8' 3.5'12'12' 2.75' 10'5' 2.75'7'10'10'14'10'10'2.75'5'8' 7' 2.75' 13'SEE 4 of 610'2'12'10'10' 12' 2'10'10'42.4'42.3'5' 10' 2.75'13'5' 8'MATCHLINEABOVE5'5'8' 10' 10'10'2'12'10'10'2.75' 2.75'2.75' 2.75'2.75' 2.75' 10' 12'12' 10'5' 8' 10' 8' 5'8'14'10'10' 2.75' 7' 7' 8'12'NOTES2233113144466548947108899999M4-5M3-4G28-2 (CA)[CA99]G33-1 (CA)R26 (CA)R26 (CA)D9-6G20-2D11-1R2-1 [40]SR56 (CA)SR56 (CA)R26 (CA)R3-4SR56 (CA)R3-7R26 (CA)SR56(CA)R7-9RELOCATEG8-16 (CA)[Valley Children's Ice CenterMcMurtrey Aquatic CenterMechanics Bank Arena & TheaterRELOCATER2-1 [40]R26 (CA)R2-1 (CA)[40]RELOCATER28C (CA)SR56 (CA)R3-18RELOCATER28C (CA)R4-7CN-1 (CA)RELOCATER1-1R81 (CA)R100B (CA)R2-1 [40]101010RELOCATER31 (CA)G20-2BUS STOPBUS STOPPOPEYES DRIVE THRUR.O.W.R.O.W.R.O.W.R.O.W.R.O.W.R.O.W.1111922445552210810992RELOCATER1-1RELOCATER81 (CA)W11-2W16-7PRELOCATER1-1RELOCATEW11-2W16-7PR100B (CA)W11-2W16-9PR28C (CA)101010R31 (CA)R31 (CA)R31 (CA)9R.O.W.R.O.W.R.O.W.R.O.W.BUS STOP0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_STRIPING-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 6:01:00 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comSS-2SIGNING AND STRIPINGBRUNDAGE LANE TO TRUXTUN AVE40801201"=40'1011111111119734344232223487444431235678910114121312356789101141213R6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RSHEET 3 STRIPING QUANTITIESPavement MarkingsQNTY.UNITCONTINENTAL CROSSWALK 490LFTBIKE LANE SYMBOLS 16 EACHWHITE TRAFFICS SYMBOLS14EACHGREEN BIKE MARKINGS 2634SQFTSTRIPING - DETAIL 9 2189LFTSTRIPING - DETAIL 38 740LFTSTRIPING - DETAIL 39 699LFTSTRIPING - DETAIL 39A 3828LFTRELOCATE1775799.1'100'100'190.8'RELOCATER26 (CA)RELOCATEC23 (CA)RELOCATER81 (CA)6.9-533 2.75'2.75'SEE 3 of 62'12'10'10' 8'12'10'10'10'2' (85.7')42.3'42.4'12' 12' 12' 12'12'12'56.97'8'10' 5' 7' 5' 5' 10'3'10' 5'7.5' 8'2'12'10'5'8'MATCHLINEBELOW1.75' 10' 5' 2.75' 10' 10'10' 2.75' 10' 2.75'2.75' 1.75'7.5' 10' 10'11.1' 10'10'12.8'10'10'7.5'5'1.75'7.5' 7' 2.75' 10'10'12'2'10'10' 2.75' 7' 13' 10' 10'13'10'10' 10'10'2'11'10'10' 10'10'10' 7.5' 7.5' 5'7.5'7.5' 7.5'7.5' 7.2'6.5'42'42.4'42.2'42.5'12'12' 12'12'43.02'7.5' 5' 10' 6.5'6.6' 7.6'5'10'10'13'5' 8.2'10'10'11'2'10'10'6.5' 6.6'SEE 5 of 6MATCHLINEABOVE12'12' 7.5' 5' 1.75' 10' 1.75' 10'1.75'10'11.8' 5' 1.75' 1.75' 1.75' 1.75' 1.75' 1.75'10'10'1.75' 6.5' 1.75' 6.3' 13' 5' 5' 13' 1.75' 7.5'7.5'5'10'13.6'9.4'10'10'5' 7.4' 7.5' 1.75' 7.5'1124891099999625559810810810810810111112221444444R28C (CA)R31 (CA)R81 (CA)R28 (CA)RELOCATER81 (CA)RELOCATER1-1RELOCATER81 (CA)RELOCATER1-1R81 (CA)RELOCATER81 (CA)RELOCATER1-1RELOCATER1-1RELOCATER81 (CA)R3-4R3-47R31 (CA)R.O.W.R.O.W.R.O.W.R.O.W.R.O.W.R.O.W.R.O.W.11244475558101049999R28C (CA)R81 (CA)RELOCATER32 (CA)RELOCATER31 (CA)R31 (CA)R32 (CA)R100B (CA)R32B (CA)R81 (CA)R31 (CA)R31 (CA)R99C (CA)R100A (CA)RELOCATER1-11010R31 (CA)RELOCATER1-1R.O.W.R.O.W.RELOCATER1-15481081021114RELOCATER1-1R81 (CA)R81 (CA)R.O.W.R.O.W.R.O.W.BUS STOPNOTESBUS STOP0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_STRIPING-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 6:01:13 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comSS-3SIGNING AND STRIPINGBRUNDAGE LANE TO TRUXTUN AVE40801201"=40'1111911122222222227443833441235678910114121312356789101141213R6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RR6-1RSHEET 4 STRIPING QUANTITIESPavement MarkingsQNTY.UNITCONTINENTAL CROSSWALK 610LFTBIKE LANE SYMBOLS27EACHWHITE TRAFFICS SYMBOLS 16 EACHGREEN BIKE MARKINGS 4437SQFTSTRIPING - DETAIL 9 3157LFTSTRIPING - DETAIL 38 689LFTSTRIPING - DETAIL 39 230LFTSTRIPING - DETAIL 39A 3919LFTRELOCATER1-1747996577447474747453944200'169.4'998.8'100'100'RELOCATER81 (CA)R31 (CA)RELOCATER81 (CA)R31 (CA)RELOCATER31 (CA)6.9-533 6.5'5' 10'10'13'10'10' 10'13'10'10' 2' 10'10'13'10' 7.5' 12'12'42.5'42.2'42.4'42.4'2' 5'7.5' 5' 5' 10'11' 10'11'10'2' 12'12' 2'10'10'10' 5' 7.5'SEE 4 of 6MATCHLINEBELOW1.75' 11'10'10'82'5' 1.75' 7.5' 12' 1.75' 10' 10' 1.75' 5' 5' 10' 1.75' 1.75' 10' 1.75' 6.5'1.75' 1.75' 1.75' 11' 10'15' 1.75' 5'7.5'8'10'10' 1.75' 12.7' 10' 13'10'10'1.75'7.5'10'10'1.75' 1.75' 7.5' 7.5' 1.75' 5' 7.5' 1.75' 6.5' 7.5'7.4' 1.75'7.5' 5' 7.5' 5'7.5' 6.5' 10' 6.5' 10'5'7.5'12'10' 10'10' 5' 12'12'42.47'42.09'10'10'13'10'10' 10' 3.5' 10' 11.5'5'1.75'10'10'10'10'1.75'10' 10' 5'7.5' 10'11'5' 1.75' 2' 10'10'12'12'SEE 6 of 6MATCHLINEABOVE12' 5'10'10'3.8' 1.75' 12'10'10' 10' 1.75' 5' 1.75'12'12' 1.75' 1.75' 10' 5'10'10' 1.75' 5' 13'10'10'5'7.5'10'10' 1.75' 5'7.5' 10'12.5'5.4'28.5'5'14.3' 11' 10.7'3.5' 7.5' 1.75' 1.75' 11'10' 1.75' 11.2' 10.8' 6.5'6.5' 9.2'10' 12'6655559991088810810108222822111121144444R81 (CA)R31 (CA)RELOCATER31 (CA)R3-4R3-4RELOCATESTREET SIGNSRELOCATER81 (CA)RELOCATER1-1RELOCATER81 (CA)RELOCATER1-1R32 (CA)R32 (CA)R32 (CA)R32 (CA)RELOCATER32 (CA)RELOCATER1-1R32 (CA)RELOCATER81 (CA)R81 (CA)R31 (CA)R.O.W.R.O.W.R.O.W.R.O.W.R.O.W.R.O.W.RELOCATER1-111122924255668108810899999929R31 (CA)RELOCATER1-1RELOCATER31 (CA)R81 (CA)RELOCATER1-1R81 (CA)R4-7OMI-3G18-16 (CA)[Valley Children's Ice CanterMcMurtrey Aquatic CenterMechanics Bank Arena & Theater]R2-1R28C (CA)R6-1RR6-1RR100B (CA)R81 (CA)R28C (CA)R73-5 (CA)R81 (CA)R26 (CA)S32 (CA)S32-1 (CA)R26A (CA)RELOCATER26 (CA)R26 (CA)R7-9R3-4R3-4RELOCATER1-1RELOCATER6-1, R5-1R26A (CA)R.O.W.R.O.W.R28C (CA)R2-1 (35)12R3-7RELOCATER2-1 [40]R.O.W.R.O.W.R.O.W.R.O.W.RELOCATER1-1RELOCATER6-1, R5-1NOTES0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_STRIPING-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 6:01:27 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comSS-4SIGNING AND STRIPINGBRUNDAGE LANE TO TRUXTUN AVE40801201"=40'5119111112111112224444414374774335774433233474133474784123567891011412131235678910114121310R6-1RR6-1RR6-1RR6-1RR6-1RSHEET 5 STRIPING QUANTITIESPavement MarkingsQNTY.UNITCONTINENTAL CROSSWALK 967LFTBIKE LANE SYMBOLS32EACHWHITE TRAFFICS SYMBOLS17EACHGREEN BIKE MARKINGS 4647SQFTSTRIPING - DETAIL 9 2824LFTSTRIPING - DETAIL 32263LFTSTRIPING - DETAIL 38 647LFTSTRIPING - DETAIL 39 1006LFTSTRIPING - DETAIL 39A 4107LFTSTRIPING - DETAIL 40 304LFT974342810410107497757.1'101.3'9100'50'70.4'97.5'66.7'RELOCATER32 (CA)R81 (CA)RELOCATER31 (CA)6.9-533 1.75' 10'12.5' 1.75' 1.75' 10'12.5' 1.75'12'10.4' 10'10'10.5'12.5'SEE 5 of 6MATCHLINEBELOW10'10' 1.75' 7.5' 10'10' 10'10'10.4' 1.75' 12.3'5.9'27.9'5'17.2'10' 1.75' 10' 10'10'1.75'7.5'11.1'10'2'10'1.75'10' 1.75' 10'7.5' 7.5'10' 10'2'10'MATCHLINEABOVE10' 8.5'5' 1.75' 10' 10'10'11.1'10' 2' 10'10' 1.75' 7.5' 1.75' 1.75' 11'13.9'0SCALE: feet40801201" = 40'1144710R31 (CA)R6-1R2-1R3-5G18-16 (CA)[Valley Children's Ice CanterMcMurtrey Aquatic CenterMechanics Bank Arena & Theater]R7-95R.O.W.R.O.W.NOTES14249R26 (CA)R31 (CA)R26 (CA)R26 (CA)LEFT TYPE P (CA)10101010R6-1OMI-3R2-1 [40]R26 (CA)R26 (CA)R26 (CA)R.O.W.R.O.W.88108999R26 (CA)R3-7R26 (CA)R31 (CA)R26 (CA)R26 (CA)R31 (CA)R81 (CA)R31 (CA)R26 (CA)G8-16 (CA)R3-7R26 (CA)R81 (CA)R26 (CA)R3-4R3-4R3-4R2-1 [40]R28 (CA)R99C (CA)R100A (CA)R31 (CA)R.O.W.R.O.W.0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_STRIPING-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 6:01:37 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comSS-5SIGNING AND STRIPINGBRUNDAGE LANE TO TRUXTUN AVE2040601"=40'11133334344131235678910114121312356789101141213SHEET 6 STRIPING QUANTITIESPavement MarkingsQNTY.UNITCONTINENTAL CROSSWALK 376LFTBIKE LANE SYMBOLS 9 EACHWHITE TRAFFICS SYMBOLS7EACHGREEN BIKE MARKINGS 1374SQFTSTRIPING - DETAIL 92421 LFTSTRIPING - DETAIL 38272 LFTSTRIPING - DETAIL 39 2058LFTSTRIPING - DETAIL 39A 4086LFTSTRIPING - DETAIL 40 585LFT492281.6'6.9-533 LINESLEGENDMARKER DETAILSTYPE DTYPE G0SCALE: feetIBI GROUPSuite 155 - 5500 Ming AvenueBakersfield CA 93309 USAtel 661 836 4300 fax 661 836 4311ibigroup.comIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.comCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_STRIPING-90%.dwg Last Saved: April 26, 2024, by llapoint Plotted: Friday, April 26, 2024 12:13:12 PM by Lydia La Point CHESTER AVENUE CORRIDOR ENHANCEMENT PLANSS-6STRIPING DETAILSBRUNDAGE LANE TO TRUXTUN AVE2040601"=20'6.9-533 0SCALE: feetCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\users\llapoint\d0242192\127088_STRIPING-90%.dwg Last Saved: May 2, 2024, by llapoint Plotted: Thursday, May 2, 2024 6:01:45 AM by Lydia La PointSTREET CORRIDOR IMPROVEMENTS ON CHESTERAVENUE FROM BRUNDAGE LANE TO TRUXTUN AVE10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comSS-7SIGNING AND STRIPINGBRUNDAGE LANE TO TRUXTUN AVE2040601"=40'6.9-533 PA844-3-1-N/A-3-S-41LA1963P078LD4DT340K-TL7-PA8443-41CB3809-3S11.188-GFI WPU-4120 AMP GFCIRECEPTACLE WITHWEATHER PROOFIN-USE COVERWALKWAY SIDEPA844-3-2-N/A-5-S-41BAFP PLANTERHANGER ORBANNER ARM BLA1963P078LD4DT340K-TL7-PA8443-41CB3809-5S19.188-GFIWPU-BAB(MOD)-41-JOB NAME(MODIFIED TO HAVE SHAFTEXTENDED W/ CUSTOM BASEPLATE)20 AMP GFCIRECEPTACLE WITHWEATHER PROOFIN-USE COVERSTREET SIDEWALKWAY SIDEGENERAL NOTES:1. CITY OF BAKERSFIELD TO ASSIGN BADGE NUMBERS FOR ALL PROPOSED STREET LIGHTS. CONTRACTORSHALL FURNISH AND INSTALL BADGE NUMBER TAG PER CITY STANDARD DRAWING ST-23.4.2. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATIONSUPPLIED BY THE VARIOUS UTILITY COMPANIES. EXACT LOCATIONS AND DEPTH OF EXISTING UTILITIESWITHIN THE PROJECT AREA IS PLACED SOLELY ON THE CONTRACTOR.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING UTILITIES PER STATE LAW AND THISEXPENSE SHALL BE PAID FOR BY THE CONTRACTOR.4. EXACT STREET LIGHT POLE, STREET LIGHT PULL BOX, AND INTERMEDIATE PULL BOX ARE TO BEINSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. ANY PROPOSED LOCATIONS ASTRAY FROM THEPLANS SHALL BE APPROVED BY THE CITY OF BAKERSFIELD ENGINEER PRIOR TO PERMANENTINSTALLMENT.5. CONSTRUCTION THAT DEVIATES FROM THE ORIGINAL PLANS WITHOUT THE ENGINEERS APPROVAL,SHALL BE PAID FOR AT THE CONTRACTORS EXPENSE.6. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY ITEM DAMAGED OUTSIDE OFTHE SCOPE OF WORK.7. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITYCONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAYBE NOTIFIED AT (661) 326-3049.8. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TOCONSTRUCTION AT 1-800-642-2444.9. ALL CONNECTIONS IN PULLBOXES AND HANDHOLES SHALL BE ILSCO OR POLARIS BRAND SUBMERSIBLEMECHANICAL CONNECTORS.10. ALL WIRING IN PULLBOXES SHALL BE LABELED PER CITY OF BAKERSFIELD STANDARDS.11. CONTRACTOR SHALL USE PROPER COLORED WIRING PER CITY OF BAKERSFIELD STANDARD ST-23.12. LUMINAIRE CIRCUITS SHALL BE 240VAC. RECEPTACLE CIRCUITS SHALL BE 120VAC.13. PROVIDE CONTINUOUS LIGHTING TO THE CORRIDOR BY INSTALLING AND ENERGIZING NEW LIGHTSPRIOR TO REMOVING EXISTING LIGHTS AND/OR PROVIDE TEMPORARY LIGHTING DURINGCONSTRUCTION.METAL SUPPORT CROSSBRACING (LOCATED BEHINDPANELS)CONCRETE FOOTING POSTATTACHMENTCOLOR KINETICS COMPACTGRAZE RBGW LUMINAIRESMOUNTED TO CROSS BRACINGBEHIND METAL PANEL(TOP) METAL PANELS(FRONT) METAL PANELSCOLOR KINETICS COMPACT GRAZERBGW LUMINAIRES WITH MASKINGTRAY MOUNTED UNDERPEDESTRIAN WALKWAYTOP OF SIDEWALK2REVISIONS1PUBLIC WORKS DEPARTMENTCITY OF BAKERSFIELD, CALIFORNIATITLE SHEETCHESTER AVENUE CORRIDOR ENHANCEMENT: ELECTRICAL PLANFile Location: C:\bms\ibi\brianne garcia\d0242313\127088 ELECTRICAL.dwg Last Saved: May 1, 2024, by brianne.garcia Plotted: Wednesday, May 1, 2024 5:22:26 PM by Brianne Garcia Project NorthTrue NorthIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.comDETAIL BCOMBINATION HEIGHT STREET LIGHTNTSDETAIL APEDESTRIAN SCALE STREET LIGHTNTS100% PLANSIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.comDETAIL CLED LUMINAIRE MOUNTED BEHIND METAL PANELNTSDETAIL DLED LUMINAIRE MOUNTED UNDER PEDESTRIAN WALKWAYNTS6.9-533 TT**SEE E-3 1ST STREET BRUNDAGE LANE CHESTER AVENUECHESTER AVENUESHOPPING CENTER ENTRANCE 2REVISIONS1PUBLIC WORKS DEPARTMENTCITY OF BAKERSFIELD, CALIFORNIABRUNDAGE LANE TO 2ND STREETCHESTER AVENUE CORRIDOR ENHANCEMENT: ELECTRICAL PLANFile Location: C:\bms\ibi\brianne garcia\d0242313\127088 ELECTRICAL.dwg Last Saved: May 1, 2024, by brianne.garcia Plotted: Wednesday, May 1, 2024 5:22:58 PM by Brianne Garcia Project NorthTrue NorthIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com0SCALE: feet40801201" 40'100% PLANSIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com 1 2 3 4 5 6 7 8 9 101112131415161718192021CONDUCTORS SHALL BE XLPE USE-2 2KV STRANDED COPPER"PAIR" SHALL BE ONE RED AND ONE BLACK WIRE OF THE SIZE NOTEDNEUTRAL IN "NEUTRAL PAIR" SHALL BE WHITEREMOVE EXISTING STREET LIGHT, FOUNDATION, WIRING AND PULLBOX (WHERE APPLICABLE). CONTRACTOR SHALL TRANSPORT AND UNLOAD ALL CITY OWNEDSTREETLIGHT POLES AND FIXTURES TO THE CITY'S POLE STORAGE AREA AT THE BAKERSFIELD MUNICIPAL AIRPORT AT 2000 S. UNION AVE. THESE DELIVERIES SHALLBE SCHEDULED WITH JEFF GRIMES AT 661-369-2261.EXISTING TRAFFIC SIGNAL LUMINAIRE, PROTECT IN PLACE.INSTALL NO. 6(T) PULLBOX PER CALTRANS STANDARD PLAN ES-8B. LID SHALL BE MARKED "STREET LIGHTS".INSTALL NEW LED LUMINAIRE, POLE, AND FOUNDATION PER DETAIL A ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT,TYPE III OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PERCITY DIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.COORDINATE WITH THE CITY AND PG&E TO CREATE NEW UNDERGROUND SERVICE POINT.INSTALL NEW LED LUMINAIRES, POLE, AND FOUNDATION PER DETAIL B ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT,TYPE III OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PERCITY DIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.REMOVE EXISTING CONDUCTORS. TIE CONDUITS ENTERING THE EXISTING PULLBOX TOGETHER AND REPLACE CONDUCTORS. REMOVE PULLBOX.INSTALL 6"X6" CONCRETE APRON SURROUNDING BOX AND POLE BASE PER CITY STANDARD PLANS.INSTALL MEYERS MEUG16-M070TS (MOD) CITY OF BAKERSFIELD STANDARD COMBINATION METERED/NON-METERED PEDESTAL PER CITY STANDARD DRAWING ST-23.2.INSTALL PHOTOCELL AND CONTACTOR FOR CENTRAL CONTROL OF LUMINAIRES (240VAC). INSTALL ELECTRICAL TIMER FOR RECEPTACLE CIRCUITS (120VAC) WITHOVERRIDE SWITCH AND DAYLIGHT SAVINGS TIME SETTINGS.PAINT POLE AND MAST ARM BLACK PER SPECIFICATIONS.REMOVE EXISTING POWER POLE AND ASSOCIATED WIRING.CONSTRUCTION NOTES:6.9-533 TTTTTTTTSEE E-2 SEE E-4 2ND STREET 3RD STREETCHESTER AVENUECHESTER AVENUECHESTER PLACE File Location: C:\bms\ibi\brianne garcia\d0242313\127088 ELECTRICAL.dwg Last Saved: May 1, 2024, by brianne.garcia Plotted: Wednesday, May 1, 2024 5:23:28 PM by Brianne Garcia 2REVISIONS1PUBLIC WORKS DEPARTMENTCITY OF BAKERSFIELD, CALIFORNIA2ND STREET TO CHESTER PLACECHESTER AVENUE CORRIDOR ENHANCEMENT: ELECTRICAL PLANProject NorthTrue North2REVISIONS1Project NorthTrue NorthIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com0SCALE: feet40801201" 40'IBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com1019222324252627282930313334353637383940414243444647CONDUCTORS SHALL BE XLPE USE-2 2KV STRANDED COPPER"PAIR" SHALL BE ONE RED AND ONE BLACK WIRE OF THE SIZE NOTEDNEUTRAL IN "NEUTRAL PAIR" SHALL BE WHITEREMOVE EXISTING STREET LIGHT, FOUNDATION, WIRING AND PULLBOX (WHERE APPLICABLE). CONTRACTOR SHALL TRANSPORT AND UNLOAD ALL CITY OWNEDSTREETLIGHT POLES AND FIXTURES TO THE CITY'S POLE STORAGE AREA AT THE BAKERSFIELD MUNICIPAL AIRPORT AT 2000 S. UNION AVE. THESE DELIVERIES SHALL BESCHEDULED WITH JEFF GRIMES AT 661-369-2261.INSTALL NO. 6(T) PULLBOX PER CALTRANS STANDARD PLAN ES-8B. LID SHALL BE MARKED "STREET LIGHTS".INSTALL NEW LED LUMINAIRE, POLE, AND FOUNDATION PER DETAIL A ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT, TYPEIII OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PER CITYDIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.COORDINATE WITH THE CITY AND PG&E TO CREATE NEW UNDERGROUND SERVICE POINT.INSTALL NEW LED LUMINAIRES, POLE, AND FOUNDATION PER DETAIL B ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT,TYPE III OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PERCITY DIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.INSTALL MEYERS MEUG16-M070TS (MOD) CITY OF BAKERSFIELD STANDARD COMBINATION METERED/NON-METERED PEDESTAL PER CITY STANDARD DRAWING ST-23.2.INSTALL PHOTOCELL AND CONTACTOR FOR CENTRAL CONTROL OF LUMINAIRES (240VAC). INSTALL ELECTRICAL TIMER FOR RECEPTACLE CIRCUITS (120VAC) WITHOVERRIDE SWITCH AND DAYLIGHT SAVINGS TIME SETTINGS.CONSTRUCTION NOTES:100% PLANS6.9-533 TTT TTTTTTTTSEE E-34TH STREET 5TH STREET 6TH STREETCHESTER AVENUECHESTER AVENUESEE E-5 File Location: C:\bms\ibi\brianne garcia\d0242313\127088 ELECTRICAL.dwg Last Saved: May 1, 2024, by brianne.garcia Plotted: Wednesday, May 1, 2024 5:23:58 PM by Brianne Garcia 2REVISIONS1PUBLIC WORKS DEPARTMENTCITY OF BAKERSFIELD, CALIFORNIACHESTER PLACE TO 6TH STREETCHESTER AVENUE CORRIDOR ENHANCEMENT: ELECTRICAL PLANProject NorthTrue North2REVISIONS1Project NorthTrue NorthIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com0SCALE: feet40801201" 40'IBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com32454849505152535459606162636465667172CONDUCTORS SHALL BE XLPE USE-2 2KV STRANDED COPPER"PAIR" SHALL BE ONE RED AND ONE BLACK WIRE OF THE SIZE NOTEDNEUTRAL IN "NEUTRAL PAIR" SHALL BE WHITEREMOVE EXISTING STREET LIGHT, FOUNDATION, WIRING AND PULLBOX (WHERE APPLICABLE). CONTRACTOR SHALL TRANSPORT AND UNLOAD ALL CITY OWNEDSTREETLIGHT POLES AND FIXTURES TO THE CITY'S POLE STORAGE AREA AT THE BAKERSFIELD MUNICIPAL AIRPORT AT 2000 S. UNION AVE. THESE DELIVERIES SHALL BESCHEDULED WITH JEFF GRIMES AT 661-369-2261.EXISTING TRAFFIC SIGNAL LUMINAIRE, PROTECT IN PLACE.INSTALL NO. 6(T) PULLBOX PER CALTRANS STANDARD PLAN ES-8B. LID SHALL BE MARKED "STREET LIGHTS".INSTALL NEW LED LUMINAIRE, POLE, AND FOUNDATION PER DETAIL A ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT, TYPEIII OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PER CITYDIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.COORDINATE WITH THE CITY AND PG&E TO CREATE NEW UNDERGROUND SERVICE POINT.INSTALL NEW LED LUMINAIRES, POLE, AND FOUNDATION PER DETAIL B ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT,TYPE III OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PERCITY DIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.INSTALL MEYERS MEUG16-M070TS (MOD) CITY OF BAKERSFIELD STANDARD COMBINATION METERED/NON-METERED PEDESTAL PER CITY STANDARD DRAWING ST-23.2.INSTALL PHOTOCELL AND CONTACTOR FOR CENTRAL CONTROL OF LUMINAIRES (240VAC). INSTALL ELECTRICAL TIMER FOR RECEPTACLE CIRCUITS (120VAC) WITHOVERRIDE SWITCH AND DAYLIGHT SAVINGS TIME SETTINGS.REMOVE SHOT SPOTTER FROM EXISTING LUMINAIRE AND INSTALL ON PROPOSED STREET LIGHT. PROVIDE AND INSTALL SOLAR POWER SYSTEM AS SPECIFIED BYSOUNDTHINKING INC.PAINT POLE AND MAST ARM BLACK PER SPECIFICATIONS.REMOVE EXISTING POWER POLE AND ASSOCIATED WIRING.CONSTRUCTION NOTES:100% PLANS6.9-533 TTTTTT TTTTTTTTTTT7TH STREET 8TH STREET 9TH STREET 10TH STREETCHESTER AVENUECHESTER AVENUESEE E-4 SEE E-6 File Location: C:\bms\ibi\brianne garcia\d0242313\127088 ELECTRICAL.dwg Last Saved: May 1, 2024, by brianne.garcia Plotted: Wednesday, May 1, 2024 5:24:27 PM by Brianne Garcia 2REVISIONS1PUBLIC WORKS DEPARTMENTCITY OF BAKERSFIELD, CALIFORNIA6TH STREET TO 10TH STREETCHESTER AVENUE CORRIDOR ENHANCEMENT: ELECTRICAL PLANProject NorthTrue North2REVISIONS1Project NorthTrue NorthIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com0SCALE: feet40801201" 40'IBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com555657586768697073747576777879808182838485868793CONDUCTORS SHALL BE XLPE USE-2 2KV STRANDED COPPER"PAIR" SHALL BE ONE RED AND ONE BLACK WIRE OF THE SIZE NOTEDNEUTRAL IN "NEUTRAL PAIR" SHALL BE WHITEREMOVE EXISTING STREET LIGHT, FOUNDATION, WIRING AND PULLBOX (WHERE APPLICABLE). CONTRACTOR SHALL TRANSPORT AND UNLOAD ALL CITY OWNEDSTREETLIGHT POLES AND FIXTURES TO THE CITY'S POLE STORAGE AREA AT THE BAKERSFIELD MUNICIPAL AIRPORT AT 2000 S. UNION AVE. THESE DELIVERIES SHALL BESCHEDULED WITH JEFF GRIMES AT 661-369-2261.EXISTING TRAFFIC SIGNAL LUMINAIRE, PROTECT IN PLACE.INSTALL NO. 6(T) PULLBOX PER CALTRANS STANDARD PLAN ES-8B. LID SHALL BE MARKED "STREET LIGHTS".INSTALL NEW LED LUMINAIRE, POLE, AND FOUNDATION PER DETAIL A ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT, TYPEIII OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PER CITYDIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.COORDINATE WITH THE CITY AND PG&E TO CREATE NEW UNDERGROUND SERVICE POINT.INSTALL NEW LED LUMINAIRES, POLE, AND FOUNDATION PER DETAIL B ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT,TYPE III OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PERCITY DIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.INSTALL 6"X6" CONCRETE APRON SURROUNDING BOX AND POLE BASE PER CITY STANDARD PLANS.INSTALL MEYERS MEUG16-M070TS (MOD) CITY OF BAKERSFIELD STANDARD COMBINATION METERED/NON-METERED PEDESTAL PER CITY STANDARD DRAWING ST-23.2.INSTALL PHOTOCELL AND CONTACTOR FOR CENTRAL CONTROL OF LUMINAIRES (240VAC). INSTALL ELECTRICAL TIMER FOR RECEPTACLE CIRCUITS (120VAC) WITHOVERRIDE SWITCH AND DAYLIGHT SAVINGS TIME SETTINGS.PAINT POLE AND MAST ARM BLACK PER SPECIFICATIONS.REMOVE EXISTING POWER POLE AND ASSOCIATED WIRING.CONSTRUCTION NOTES:100% PLANS6.9-533 *TT TTTSEE E-7 11TH STREET CALIFORNIA AVENUE 13TH STREETCHESTER AVENUECHESTER AVENUESEE E-5 CHESTER AVENUECROSS-OVERCHESTER AVENUECROSS-OVERFile Location: C:\bms\ibi\brianne garcia\d0242313\127088 ELECTRICAL.dwg Last Saved: May 1, 2024, by brianne.garcia Plotted: Wednesday, May 1, 2024 5:24:57 PM by Brianne Garcia REVISIONS1PUBLIC WORKS DEPARTMENTCITY OF BAKERSFIELD, CALIFORNIA10TH STREET TO 13TH STREETCHESTER AVENUE CORRIDOR ENHANCEMENT: ELECTRICAL PLANProject NorthTrue North2REVISIONS1IBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com0SCALE: feet40801201" 40'IBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com888990919293949596979899100101102103104105106107108109110CONDUCTORS SHALL BE XLPE USE-2 2KV STRANDED COPPER"PAIR" SHALL BE ONE RED AND ONE BLACK WIRE OF THE SIZE NOTEDNEUTRAL IN "NEUTRAL PAIR" SHALL BE WHITEREMOVE EXISTING STREET LIGHT, FOUNDATION, WIRING AND PULLBOX (WHERE APPLICABLE). CONTRACTOR SHALL TRANSPORT AND UNLOAD ALL CITY OWNEDSTREETLIGHT POLES AND FIXTURES TO THE CITY'S POLE STORAGE AREA AT THE BAKERSFIELD MUNICIPAL AIRPORT AT 2000 S. UNION AVE. THESE DELIVERIES SHALLBE SCHEDULED WITH JEFF GRIMES AT 661-369-2261.EXISTING TRAFFIC SIGNAL LUMINAIRE, PROTECT IN PLACE.EXISTING STREET LIGHT, PROTECT IN PLACE.INSTALL NO. 6(T) PULLBOX PER CALTRANS STANDARD PLAN ES-8B. LID SHALL BE MARKED "STREET LIGHTS".INSTALL NEW LED LUMINAIRE, POLE, AND FOUNDATION PER DETAIL A ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT,TYPE III OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PERCITY DIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.COORDINATE WITH THE CITY AND PG&E TO CREATE NEW UNDERGROUND SERVICE POINT.INSTALL NEW LED LUMINAIRES, POLE, AND FOUNDATION PER DETAIL B ON SHEET E-1. USE ANP LIGHTING LED TYPE LA196 POST MOUNT ARM LUMINAIRE, 4000K CCT,TYPE III OPTICS (ANP LIGHTING CATALOG LA196 3 P078LD4 D T3 40K-TLPC-PA8443-41). INSTALL 20 AMP GFCI RECEPTACLE WITH WEATHER PROOF IN-USE COVER PERCITY DIRECTION. INSTALL SHORTING CAPS IN 7-PIN TWIST LOCK RECEPTACLE. CONNECT TO PULL BOX WITH 2#10, 1#10 BARE GROUND. INSTALL VANDAL RESISTANTSTAINLESS-STEEL SCREWS WITH ANTI-SEIZE ON HAND HOLE COVERS.INSTALL 6"X6" CONCRETE APRON SURROUNDING BOX AND POLE BASE PER CITY STANDARD PLANS.INSTALL MEYERS MEUG16-M070TS (MOD) CITY OF BAKERSFIELD STANDARD COMBINATION METERED/NON-METERED PEDESTAL PER CITY STANDARD DRAWING ST-23.2.INSTALL PHOTOCELL AND CONTACTOR FOR CENTRAL CONTROL OF LUMINAIRES (240VAC). INSTALL ELECTRICAL TIMER FOR RECEPTACLE CIRCUITS (120VAC) WITHOVERRIDE SWITCH AND DAYLIGHT SAVINGS TIME SETTINGS.PAINT POLE AND MAST ARM BLACK PER SPECIFICATIONS.REMOVE EXISTING POWER POLE AND ASSOCIATED WIRING.CONSTRUCTION NOTES:100% PLANS6.9-533 *T*****SEE E-6 TRUXTUN AVENUECHESTER AVENUE14TH STREETCHESTER AVENUECROSS-OVER File Location: C:\bms\ibi\brianne garcia\d0242313\127088 ELECTRICAL.dwg Last Saved: May 1, 2024, by brianne.garcia Plotted: Wednesday, May 1, 2024 5:25:21 PM by Brianne Garcia REVISIONS1PUBLIC WORKS DEPARTMENTCITY OF BAKERSFIELD, CALIFORNIA13TH STREET TO TRUXTUN AVENUECHESTER AVENUE CORRIDOR ENHANCEMENT: ELECTRICAL PLANProject NorthTrue North2REVISIONS10SCALE: feet40801201" 40'IBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.comIBI GROUPSuite 112 - 10 Exchange PlaceSalt Lake City UT 84111 USAtel 801 532 4233 fax 801 532 4231ibigroup.com110111CONDUCTORS SHALL BE XLPE USE-2 2KV STRANDED COPPER"PAIR" SHALL BE ONE RED AND ONE BLACK WIRE OF THE SIZE NOTEDNEUTRAL IN "NEUTRAL PAIR" SHALL BE WHITEEXISTING TRAFFIC SIGNAL LUMINAIRE, PROTECT IN PLACE.EXISTING STREET LIGHT, PROTECT IN PLACE.INSTALL NO. 6(T) PULLBOX PER CALTRANS STANDARD PLAN ES-8B. LID SHALL BE MARKED "STREET LIGHTS".COORDINATE WITH THE CITY AND PG&E TO CREATE NEW UNDERGROUND SERVICE POINT.INSTALL MEYERS MEUG16-M070TS (MOD) CITY OF BAKERSFIELD STANDARD COMBINATION METERED/NON-METERED PEDESTAL PER CITY STANDARD DRAWING ST-23.2.INSTALL PHOTOCELL AND CONTACTOR FOR CENTRAL CONTROL OF LUMINAIRES (240VAC). INSTALL ELECTRICAL TIMER FOR RECEPTACLE CIRCUITS (120VAC) WITHOVERRIDE SWITCH AND DAYLIGHT SAVINGS TIME SETTINGS.PAINT POLE AND MAST ARM BLACK PER SPECIFICATIONS.INSTALL CELL MODEM CAPABLE OF PROVIDING ETHERNET CONNECTION TO ALL PROPOSED NETWORKED LIGHTING CONTROLLERS. COMPLETE CELL NETWORK SIGNALSURVEY AND INSTALL CELLULAR ANTENNA ON TOP OF CABINET.INSTALL AND CONNECT 36 LED LUMINAIRES PER DETAIL C ON SHEET E-1. USE COLOR KINETICS GRAZE COMPACT POWERCORE GEN2, RGBW, HIGH POWER, 10° X 60°, 4'LUMINAIRES. INSTALL AND CONNECT DATA ENABLER PRO ASSEMBLIES AS REQUIRED BY THE MANUFACTURER.INSTALL AND CONNECT 47 LED LUMINAIRES PER DETAIL D ON SHEET E-1. USE COLOR KINETICS GRAZE COMPACT POWERCORE GEN2, RGBW, HIGH POWER, 10° X 60°, 4'LUMINAIRES. INSTALL AND CONNECT DATA ENABLER PRO ASSEMBLIES AS REQUIRED BY THE MANUFACTURER. INSTALL COLOR KINETICS GRAZE COMPACT MASKINGTRAY AND END PLATES TO CONTROL SPILL LIGHT.CONSTRUCTION NOTES:100% PLANS6.9-533 PLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)MATCHLINERECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45PAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSNEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTEX. PALM TREETO REMAINTSTREETSCAPE LEGENDBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*TEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29RIGHT-OF-WAYPAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx05' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.PLANTING SYMBOLSPAVING HATCHESSITE FURNITURE SYMBOLSTYPICAL LINE TYPESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L2989101112132345671L1L2STREETSCAPE PLAN - BRUNDAGE LANE TO 1ST STREETTITLE SHEETSTREETSCAPE PLAN - 1ST STREET TO 2ND STREETL3STREETSCAPE PLAN - 2ND STREET TO 3RD STREETL4STREETSCAPE PLAN - 3RD STREET TO CHESTER PLACEL5STREETSCAPE PLAN - 4TH STREET TO 5TH STREETL6STREETSCAPE PLAN - 6TH STREET TO 7TH STREETL7L8L9L10L11L12L13PLANTING DETAILSL26IRRIGATION DETAILSL27IRRIGATION DETAILSL28STREETSCAPE PLAN - 7TH STREET TO 8TH STREETSTREETSCAPE PLAN - 9TH STREET TO 10TH STREETSTREETSCAPE PLAN - 11TH STREET TO CALIFORNIA AVENUESTREETSCAPE PLAN - CALIFORNIA AVENUE TO 13TH STREETSTREETSCAPE PLAN - CHESTER AVENUE CROSSOVER & TRAIN BRIDGESTREETSCAPE PLAN - TRUXTUN AVENUE INTERSECTIONL14IRRIGATION PLAN - BRUNDAGE LANE TO 1ST STREETIRRIGATION PLAN - 1ST STREET TO 2ND STREET L15IRRIGATION PLAN - 2ND STREET TO 3RD STREETL16IRRIGATION PLAN - 3RD STREET TO CHESTER PLACEL17IRRIGATION PLAN - 4TH STREET TO 5TH STREETL18IRRIGATION PLAN - 6TH STREET TO 7TH STREETL19L20L21L22L23L24L25IRRIGATION PLAN - 7TH STREET TO 8TH STREETIRRIGATION PLAN - 9TH STREET TO 10TH STREETIRRIGATION PLAN - 11TH STREET TO CALIFORNIA AVENUEIRRIGATION PLAN - CALIFORNIA AVENUE TO 13TH STREETIRRIGATION PLAN - CHESTER AVENUE CROSSOVER & TRAIN BRIDGEIRRIGATION PLAN - TRUXTUN AVENUEPAVING DETAILSL29PAVER PATTERN - WEST SIDE (CHESTER)L30SITE FURNISHING DETAILSL44SITE FURNISHING DETAILSL45PAVER PATTERN - WEST SIDE (CHESTER)L31PAVER PATTERN - WEST SIDE (CHESTER)L32PAVER PATTERN - WEST SIDE (CHESTER)L33PAVER PATTERN - WEST SIDE (CHESTER)L34PAVER PATTERN - WEST SIDE (CHESTER)L35PAVER PATTERN - WEST SIDE (CHESTER)L36PAVER PATTERN - EAST SIDE (CHESTER)L37L38L39L40PAVER PATTERN - EAST SIDE (CHESTER)PAVER PATTERN - EAST SIDE (CHESTER)PAVER PATTERN - EAST SIDE (CHESTER)L41PAVER PATTERN - EAST SIDE (CHESTER)L42PAVER PATTERN - EAST SIDE (CHESTER)L43PAVER PATTERN - EAST SIDE (CHESTER)2 &14Brundageto 1st St.1st to 2ndStreet2nd to 3rdStreet3rd toChester Pl.4th to 5thStreet6th to 7thStreet7th to 8thStreet9th to 10thStreet11th toCaliforniaCaliforniato 13thChesterCrossoverTruxtunAvenue3 &154 &165 &176 &187 &198 &209 &2110&2211&2312&2413&25Project NorthTrue NorthCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Wednesday, May 1, 2024 1:58:56 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL1COVER SHEETSTREETSCAPE IMPROVEMENTSCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3043210POC #1 - CONTROLLER A POC #2 - CONTROLLER B POC #3 - CONTROLLER C POC #4 - CONTROLLER D POC #5 - CONTROLLER E POC #6 - CONTROLLER F 6.9-533 TT**SEE 3 OF 45 18" WIDE CONCRETEMAINTENANCE BAND TYP.EXISTING LANDSCAPE AREA TO REMAIN8' WIDE CONCRETE SIDEWALK8' WIDE CONCRETE SIDEWALK7' WIDE CONCRETESIDEWALKTIE INTO EXISTINGSIDEWALK18" WIDE CONCRETE MAINTENANCE BAND - TYPICALTEXTURED CONCRETE FRONTAGE ZONE TO PROPERTY LINE.WIDTH VARIES. APPROXIMATELY 1.4' WIDE.PAVERS TYPE B(DETAIL 1/L37)3' WIDE x 14.75' LONG PLANTING AREA7' WIDE CONCRETE SIDEWALKTIE INTO EXISTING SIDEWALKEXISTING TREES TO REMAINPAVERS TYPE B(DETAIL 2/L30)3' WIDE x 10.0' LONG x 4"DEPTH CONCRETE PAD5.0' CURB FACECONCRETE SIDEWALK1.5' WIDE TEXTUREDCONCRETETIE INTO EXISTING CONCRETERAMPTEXTURED CONCRETE FRONTAGE ZONE TO PROPERTY LINEEXISTING LANDSCAPEAREA TO REMAINPAVERS TYPE B(DETAIL 1/L30)PAVERS TYPE B(DETAIL 3/L30)CHESTER AVENUEBRUNDAGE LANE1ST STREET1ST STREET5 8'±18"5 PC1PC1ZS3ZS3Ll1ZS1ZS1LM3ZS2Bc3lo7lo7Lj16Bc13bg17Lj3lo30ct19Bc21ct9jp9Nd5lo11lo17Nd3jp3jp8Nd5lo11lo8jp9Nd5Lj5bg9po17Bc46'Ag1As7As6PROPOSED FUTURE MONUMENT LOCATION (NIC)CONTRACTOR SHALL NOT INSTALL ANY IMPROVEMENTS INTHIS AREA THAT SHALL CONFLICT WITH FUTURE MONUMENTS.REFER TO ELECTICAL PLANS FOR CONDUIT LOCATIONS.3' WIDE X 30' LONG CONCRETE PAD, 4"DEPTH FOR BUS STOP FURNITURE. (DOESNOT RECEIVE SAWCUTS IN SAME MANNERAS SIDEWALK. PROVIDE EXPANSION JOINTBETWEEN PAD & SIDEWALK3' WIDE X 16' LONG CONCRETE PAD, 4" DEPTH FOR BUSSTOP FURNITURE. (DOES NOT RECEIVE SAWCUTS IN SAMEMANNER AS SIDEWALK. PROVIDE EXPANSION JOINTBETWEEN PAD & SIDEWALKEXISTING SIGN & PLANTINGAREA TO REMAINUNDISTURBED. REMOVEONLY CURB PORTIONS INR.O.W. AS SHOWN.8' WIDE CONCRETE SIDEWALKSTA 6+66.99R 36.76STA 5+81.81R 36.76STA 7+08.99R 36.76STA 7+79.54R 42.76STA 8+41.82R 41.87STA 9+00.72R 47.98STA 9+04.24R 56.28STA 8+98.81R 94.26STA 9+53.84R 94.26STA 9+47.74R 57.63STA 9+72.37R 36.75STA 10+13.39R 42.75526711'BRUNDAGE LANE52211'6810910'30'136525'256665'8'STA 10+08.77L 7.00STA 9+58.77L 7.00STA 9+46.77L 7.00STA 9+26.18L 7.00445'STA 9+75.96L 42.75STA 10+13.85L 42.75STA 9+58.94L 59.572251213661089STA 8+89.76L 79.33STA 9+00.29L 43.141'-6"5'25'-11"5'14'-1"STA 7+81.25L 42.74STA 7+35.73L 42.7416'14'10'5'STA 6+56.77L 42.74STA 5+90.76L 42.74STA 5+57.46L 68.697'-8"10'-8"14'-3"STA 4+79.59L 80.89STA 4+47.22L 51.145'-11"5'-4"15'-1"4'10'-7"5'11 S. CHESTERAVENUEEXISTING SIGN,FENCE &LANDSCAPETO REMAINUNDISTURBED.EXISTINGCORNER TOREMAINUNDISTURBED.2 S. CHESTERAVENUE60 CHESTERAVENUEEXISTING LIGHT TOREMAIN.EXISTING LIGHT TOREMAIN.EXISTING LIGHT TOREMAIN.EXISTING SIGN & PLANTINGAREA TO REMAINUNDISTURBED. REMOVEONLY CURB PORTIONS INR.O.W. AS SHOWN.100 CHESTERAVENUEEXISTING SIGNTO REMAIN.EXISTING LANDSCAPEAREA & SIGN TO REMAIN.1520 BRUNDAGELANEPLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES89101112130SCALE: feet2040601" 20'SHRUBSBOTANICAL NAMETREESKEYL2 PLANT SCHEDULECOMMON NAMEQNTY.169731412429182691Natchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'Starn Thompson Coyote BrushBcBaccharis x 'Sterile Centennial'NdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooCalifornia RushjpJuncus patens 'Carmen Gray'Japanese PrivetLjLigustrum japonicum 'Texanum'PERENNIALS/ GRASSESBlonde Ambition Grama GrassBouteloua gracilis 'Blonde Ambition'bgKarley Rose Fountain GrassPennisetum orientale 'Karley RosepoBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo17L2 Sub-total:L2 Sub-total:191L2 Sub-total:See L13 - Planting Schedule for Overall Project 210Chinese PistachePCPistache chinensisSawleaf ZelkovaZSZelkova serrata 'Village Green'Project NorthTrue NorthCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 2:50:29 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL2BRUNDAGE LANE TO 1ST STREETSTREETSCAPE IMPROVEMENTS3210GENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, &ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THEDRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THECONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFYWATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUSTPLANTING & IRRIGATION LOCATIONSWHEN IN CONFLICT WITH UTILITIESOR OTHER OBJECTS. NOTIFY THECITY ENGINEER IF SIGNIFICANTALTERATIONS ARE REQUIRED.VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.1Weber's AgaveAgAgave weberi13Coastal AgaveAsAgave shawiiMuskogee Crape MyrtleLMLagerstroemia indica x fauriei 'Muskogee'28Small Cape RushChondropetalum tectorumctCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTSEE 2 of 45 8' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALKSEE 4 OF 457' WIDE CONCRETE SIDEWALK WITHTIE INTO EXISTING SIDEWALK8' WIDE CONCRETE SIDEWALKTEXTURED CONCRETE FRONTAGE ZONEWHERE BUILDINGS ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE.EXISTING PLANTING AREATO REMAIN UNDISTURBED.3.5' WIDE x 15' LONG x 4" DEPTH CONCRETE PADRELOCATE FENCE BACKTO PROPERTY LINEEXISTING FENCE AND GATE TO REMAIN18" WIDE CONCRETE MAINTENANCE BAND - TYPICAL5' WIDE TEXTURED CONCRETE IN FURNITURE ZONETEXTURED CONCRETE IN FRONTAGE ZONEWIDTH VARIES - EXTEND TO BUILDING FACETEXTURED CONCRETE FRONTAGE ZONE - WIDTH VARIESWHERE BUILDINGS ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE.18" WIDE CONCRETE MAINTENANCE BAND - TYPICALTEXTURED CONCRETE FRONTAGE ZONE - WIDTH VARIESWHERE BUILDINGS ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE.EXISTINGWALL TOREMAINPAVERS - TYPE B(DETAIL 4a/L30)PAVERS - TYPE B(DETAIL 5/L30)PAVERS - TYPE B(DETAIL 6/L30)PAVERS - TYPE B(DETAIL 7/L30)PAVERS - TYPE B(DETAIL 2/L37)PAVERS - TYPE B(DETAIL 3/L37)PAVERS - TYPE B(DETAIL 4/L37)PAVERS - TYPE B (DETAIL 5/L37)2ND STREETCHESTER AVENUELM13ZS2ZS1LI2PC5PC3ZS3ZS4PC3PC3PC3ZS3As7Ag3As5Ag3Ah46po23po23Ah46po23ss39Lj22jp56Lj13jp11lo12Nd5jp9Nd3jp3jp63Lj3jp42Lj27bg16jp22LI2ZS1lo19jp15Nd5Nd5jp158'1'-6"6'-9"5'7'7'5'8' 11'5'8'PAVERS - TYPE B (DETAIL 4a/L30)po23ss39STA 10+43.39R 42.75STA 12+61.94R 42.7566STA 12+81.94R 42.75STA 13+65.62R 41.42STA 13+70.73R 42.75STA 13+89.73R 42.75STA 14+74.62R 42.75STA 14+94.62R 42.75STA 15+00.62R 42.75STA 15+36.62R 42.75STA 15+42.17R 42.75STA 15+94R 47.97STA 15+98.13R 61.82STA 15+92.12R 114.49STA 15+86.14R 121.12STA 11+47.31R 42.7677712137752105'65'STA 15+79.62R 116.56528126610137STA 15+91.89L 144.06STA 15+91.96L 92.52STA 15+97.98L 61.77STA 15+90.88L 44.29STA 15+48.88L 41.04STA 14+36.55L 42.75STA 14+22.86L 42.75STA 14+02.91L 42.75STA 13+45.87L 42.75STA 13+24.78L 42.75STA 12+37.53L 37.25STA 12+29.69L 37.06STA 12+07.85L 36.74STA 11+85.85L 36.75STA 11+63.86L 36.75STA 10+45.14L 42.7513'-4"11'12'-4"7771213'10'13'10'13'10'664444STA 14+35.14L 7.00STA 13+10.46L 7.00STA 12+20.72L 7.00STA 11+31.20L 7.0016'-4"5'-2"R18'R10'5'8' WIDE CONCRETE SIDEWALK11'-1" 11'5'11'1111111111EXISTING WALL.WORK WITHPROPERTY OWNTO REMOVEPORTION OFWALL IN PUBLICR.O.W.120 CHESTERAVENUE122 CHESTERAVENUE124 CHESTERAVENUE126 CHESTERAVENUE130 CHESTERAVENUEEXISTING STAIRS & LANDSCAPEAREA TO REMAINEXISTINGSIGN &LANDSCAPEAREA TOREMAIN175 CHESTERAVENUEEXISTING PLAYAREAEXISTING FENCE TO REMAIN147 CHESTERAVENUE133 CHESTERAVENUEEXISTING WALKWAY ANDSTAIRS TO REMAIN131 CHESTERAVENUEEXISTING WALL TO REMAIN1520 BRUNDAGEAVENUE2ND STREETPLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 2:51:14 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL31ST STREET TO 2ND STREETSTREETSCAPE IMPROVEMENTSBOTANICAL NAMETREESKEYL3 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS481931714622718163165Chinese PistachePCPistache chinensisSawleaf ZelkovaZSZelkova serrata 'Village Green'Weber's AgaveAgAgave weberiJapanese PrivetLigustrum japonicum 'Texanum'LjNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooCalifornia RushjpJuncus patens 'Carmen Gray'PERENNIALS/ GRASSESBlonde Ambition Grama GrassBouteloua gracilis 'Blonde Ambition'bgAutumn Joy SedumSedum spectabile 'Autumn Joy'ssKarley Rose Fountain GrassPennisetum orientale 'Karley RosepoBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo1157813L3 Sub-total:12Coastal AgaveAsAgave shawii444L3 Sub-total:L3 Sub-total:See L13 - Planting Schedule for Overall Project 4Natchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'32100SCALE: feet2040601" 20'Project NorthTrue NorthGENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, &ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THEDRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THECONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFYWATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUSTPLANTING & IRRIGATION LOCATIONSWHEN IN CONFLICT WITH UTILITIESOR OTHER OBJECTS. NOTIFY THECITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED.VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.Muskogee Crape MyrtleLMLagerstroemia indica x fauriei 'Muskogee'92Ever Amethyst AgapanthusAhAgapanthus hybrid 'Ever Amethyst'CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTT8' WIDE CONCRETE SIDEWALK8' WIDE CONCRETE SIDEWALKSEE 3 OF 45 SEE 5 OF 457' WIDE CONCRETE SIDEWALKTIE INTO EXISTING SIDEWALKTEXTURED CONCRETE FRONTAGE ZONE - WIDTH VARIESWHERE BUILDINGS ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE.18" WIDE CONCRETE MAINTENANCE BAND - TYPICALTEXTURED CONCRETE FRONTAGE ZONE - WIDTH VARIESWHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE OR FENCE.PAVERS - TYPE B(DETAIL 6/L38)3' WIDE x 19.6' LONG PLANTING AREA18" WIDE CONCRETE MAINTENANCE BAND - TYPICAL7' WIDE CONCRETE SIDEWALKTIE INTO EXISTING SIDEWALKTEXTURED CONCRETE FRONTAGE ZONE - WIDTH VARIESWHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE OR FENCE.RELOCATE FENCE BACK TOPROPERTY LINE.PAVERS - TYPE B(DETAIL 8/L30)PAVERS - TYPE B(DETAIL 9/L30)PAVERS - TYPE B(DETAIL 10/L30)PAVERS - TYPE B(DETAIL 1/L31)PAVERS - TYPE B(DETAIL 2/L31)PAVERS - TYPE B(DETAIL 3/L31)PAVERS - TYPE B(DETAIL 4/L31)PAVERS - TYPE B(DETAIL 5/L31)PAVERS - TYPE B(DETAIL 1/L38)PAVERS - TYPE B(DETAIL 2/L38)PAVERS - TYPE B(DETAIL 3/L38)PAVERS - TYPE B(DETAIL 4/L38)PAVERS - TYPE B(DETAIL 5/L38)2ND STREETCHESTER AVENUEPC1LI5ZS2ZS2LI1PC6Ll2PC3PC3PC1PC3LI4ss17ss23po26As6Ag2As6Ag2Bc4bg9Bc16bg9jp11Nd5lo22Nd5jp11PC1jp11Nd4lo22Nd5jp13LI36'5'8'5'6'-9"6'-9"5'5'3' WIDE X 25' LONG CONCRETE PAD, 4" DEPTH FOR BUSSTOP FURNITURE. (DOES NOT RECEIVE SAWCUTS INSAME MANNER AS SIDEWALK. PROVIDE EXPANSION JOINTBETWEEN PAD & SIDEWALK6STA 15+97.98STA 16+40.49R 61.79STA 16+46.51R 92.54STA 16+46.54R 119.14STA 16+65.49R 36.75STA 16+96.31R 42.75STA 18+59.36R 42.75STA 18+78.36R 42.75STA 19+13.55R 42.79STA 19+45.62R 42.75STA 19+85.23R 42.75STA 20+09.23R 42.75STA 20+41.50R 42.75STA 20+65.50R 42.75STA 20+90.75R 43.20STA 21+64.95R 43.34611410'-5"25101112813111111681099'-3"19'-8"25'2'8.0 4STA 20+28.12L 7.00STA 19+03.58L 0.78STA 21+50.52L 42.75STA 21+20.52L 42.75STA 20+95.52L 42.75STA 20+63.52L 42.75STA 19+88.35L 42.75STA 19+69.34L 42.7613812STA 18+69.82L 42.75STA 18+12.44L 42.75STA 17+87.44L 42.75STA 17+63.44L 42.75STA 17+40.44L 42.75STA 16+96.33L 42.75STA 16+65.25L 36.75STA 16+40.25L 61.73256106STA 16+46.14L 94.127777777776'-1"LANDSCAPE175 CHESTERAVENUEEXISTING SIGNTO REMAINEXISTING FENCE &GATE TO REMAINEXISTING GATE TO REMAIN205 CHESTERAVENUE225 CHESTERAVENUE227 CHESTERAVENUEEXISTINGENTRY RAMPTO REMAIN245 CHESTERAVENUE175 CHESTERAVENUE175 CHESTERAVENUEEXISTING WALK, STEPS &LANDSCAPE AREAS TOREMAIN.EXISTING PILLARS & WALL TOREMAIN2ND STREETPLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213BOTANICAL NAMEKEYL4 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS37551518444619184420Natchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'Chinese PistachePCPistache chinensisSawleaf ZelkovaZSZelkova serrata 'Village Green'Weber's AgaveAgAgave weberiStarn Thompson Coyote BrushBaccharis x 'Sterile Centennial'BcNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooCalifornia RushjpJuncus patens 'Carmen Gray'PERENNIALS/ GRASSESBlonde Ambition Grama GrassBouteloua gracilis 'Blonde Ambition'bgAutumn Joy SedumSedum spectabile 'Autumn Joy'ssKarley Rose Fountain GrassPennisetum orientale 'Karley Rose'poBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo2640TREESL4 Sub-total:12Coastal AgaveAsAgave shawiiL4 Sub-total:174L4 Sub-total:See L13 - Planting Schedule for Overall Project CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 2:53:26 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL42ND STREET TO 3RD STREETSTREETSCAPE IMPROVEMENTS0SCALE: feet2040601" 20'Project NorthTrue North3210GENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, &ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THEDRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THECONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFYWATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUSTPLANTING & IRRIGATION LOCATIONSWHEN IN CONFLICT WITH UTILITIESOR OTHER OBJECTS. NOTIFY THECITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED.VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTTSEE 6 of 45 7' WIDE CONCRETE SIDEWALK-SIDEWALK WIDTH REDUCED DUE TO BUILDING CONFLICTS8' WIDE CONCRETE SIDEWALK7' WIDE CONCRETESIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALKTIE INTO EXISTING SIDEWALKSEE 4 of 458' WIDE CONCRETE SIDEWALK7' WIDE CONCRETESIDEWALKTIE INTO EXISTINGSIDEWALKTEXTURED CONCRETE FRONTAGE ZONEWHERE BUILDINGS ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE.TEXTURED CONCRETE FRONTAGE ZONE - WIDTH VARIESWHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE OR FENCE.18" WIDE CONCRETE MAINTENANCE BAND - TYPICAL7' WIDE CONCRETE SIDEWALKTIE INTO EXISTING SIDEWALKTEXTURED CONCRETE FRONTAGE ZONE - WIDTH VARIESWHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTURED CONCRETESHALL EXTEND TO BUILDING FACE OR FENCE.7' WIDE CONCRETE SIDEWALKTIE INTO EXISTING SIDEWALK18" WIDE CONCRETE MAINTENANCE BAND - TYPICALEXISTINGLANDSCAPINGEXISTING BUILDING FACEEXISTING BUILDING FACETEXTURED CONCRETE FRONTAGE ZONE - WIDTH VARIESWHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTUREDCONCRETE SHALL EXTEND TO BUILDING FACE OR FENCE.PAVERS - TYPE B(DETAIL 7/L31)PAVERS - TYPE B(DETAIL 8/L31)PAVERS - TYPE B(DETAIL 1/L32)PAVERS - TYPE B(DETAIL 2/L32)PAVERS - TYPE B(DETAIL 3/L32)PAVERS - TYPE B(DETAIL 4/L32)PAVERS - TYPE B(DETAIL 7a/L38)PAVERS - TYPE B(DETAIL 8/L38)PAVERS - TYPE B(DETAIL 1/L39)PAVERS - TYPE B(DETAIL 2/L39)PAVERS - TYPE B (DETAIL 3/L39)PAVERS - TYPE B(DETAIL 4/L39)PAVERS - TYPE B(DETAIL 6/L31)3RD STREETCHESTER PLACECHESTER AVENUE13'LN5ZS2ZS2ZS2ZS2PC2PC1PC3PC3PC3PC3PC3LI4PC3ss15ss19po26As6Ag2As6Ag2jp9Nd5jp3Nd3lo16jp9Nd5lo9lo5jp3Nd3jp11Nd5lo18Nd7jp14jp7Nd5lo14jp5Nd3LI2PAVERS - TYPE B(DETAIL 7b/L38)5'7'5'5'7 5'6'5'8 6'-9"6'-9"5'5'-7"5'-1"3' WIDE X 25' LONG CONCRETE PAD, 4" DEPTH FORBUS STOP FURNITURE. (DOES NOT RECEIVESAWCUTS IN SAME MANNER AS SIDEWALK. PROVIDEEXPANSION JOINT BETWEEN PAD & SIDEWALKSTA 22+29.36R 42.28STA 22+86.41R 47.87STA 22+91.21R 61.82STA 22+85.23R 95.53STA 23+39.66R 92.54STA 23+33.64R 61.79STA 23+40.76R 44.27STA 23+88.85R 43.26STA 26+32.03R 61.87STA 26+32.03R 94.06STA 26+86.42R 94.15STA 26+86.29R 61.46136526'-1"8'3RD STREET258612108121113STA 26+89.19R 48.838'11111111STA 27+46.67L 7.00STA 25+96.87L 0.7748121111111191081310126881310126522566STA 28+30.45L 42.77STA 28+05.45L 42.78STA 26+76.04L 42.80STA 27+02.04L 42.79STA 25+84.02L 42.79STA 26+09.02L 42.79STA 25+05.74L 42.78STA 25+25.74L 42.78STA 24+05.22L 42.76STA 24+25.22L 42.77STA 23+86.27L 42.23STA 23+40.97L 44.17STA 23+33.74L 61.79STA 23+39.77L 92.53STA 22+85.50L 92.48STA 22+91.47L 61.73STA 22+83.61L 44.24STA 22+42.36L 41.048' WIDE CONCRETE SIDEWALK7777725'3.08' WIDE CONCRETE SIDEWALK NARROWSTO ACCOMODATE EXISTING RAMP/STAIRS.8' WIDE CONCRETE SIDEWALK6'-6"245 CHESTERAVENUE300 CHESTERAVENUE306 CHESTERAVENUE314 CHESTERAVENUE316 CHESTERAVENUE318 CHESTERAVENUE320 CHESTERAVENUE322 CHESTERAVENUE326 CHESTERAVENUE329 CHESTERAVENUE327 CHESTERAVENUE323 CHESTERAVENUE311 CHESTERAVENUE301 CHESTERAVENUEEXISTING GATE TO REMAINEXISTING FENCE AND GATESTO REMAINAh23Ah18PLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213BOTANICAL NAMETREESKEYL5 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS3693562144613662Saratoga LaurelLNLaurus nobilis 'Saratoga'Chinese PistachePCPistache chinensisNatchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'Sawleaf ZelkovaZSZelkova serrata 'Village Green'Weber's AgaveAgAgave weberiNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooCalifornia RushjpJuncus patens 'Carmen Gray'PERENNIALS/ GRASSESAutumn Joy SedumSedum spectabile 'Autumn Joy'ssKarley Rose Fountain GrassPennisetum orientale 'Karley RosepoBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo2634L5 Sub-total:12Coastal AgaveAsAgave shawiiL5 Sub-total:L5 Sub-total:183See L13 - Planting Schedule for Overall Project CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 2:54:23 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL53RD STREET TO CHESTER PLACESTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthGENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, &ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THEDRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THECONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFYWATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUSTPLANTING & IRRIGATION LOCATIONSWHEN IN CONFLICT WITH UTILITIESOR OTHER OBJECTS. NOTIFY THECITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED.VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.41Ever Amethyst AgapanthusAhAgapanthus hybrid 'Ever Amethyst'CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTTTTSEE 5 of 45 8' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALKMAINTAIN EXISTING TREESSEE 7 of 45 3' WIDE x 6.5' LONG PLANTING AREATEXTURED CONCRETE FRONTAGE ZONEWHERE BUILDINGS ARE CLOSE TO SIDEWALK -TEXTURED CONCRETE SHALL EXTEND TO BUILDINGFACE.18" WIDE CONCRETE MAINTENANCE BAND - TYPICAL7' WIDE CONCRETE SIDEWALKTIE INTO EXISTING SIDEWALK18" WIDE CONCRETE MAINTENANCE BAND - TYPICAL18" WIDE CONCRETEMAINTENANCE BAND - TYPICALRELOCATE FENCE TOPROPERTY LINEEXISTING TREE AND RAISED PLANTER TO REMAIN8' WIDE CONCRETE SIDEWALK8' WIDE CONCRETE SIDEWALKTEXTURED CONCRETE FRONTAGE ZONEWHERE BUILDINGS ARE CLOSE TO SIDEWALK -TEXTURED CONCRETE SHALL EXTEND TO BUILDINGFACE.6' WIDE TEXTURED CONCRETEPAVERS - TYPE B(DETAIL 4/L39)PAVERS - TYPE B(DETAIL 5/L32)PAVERS - TYPE B(DETAIL 6/L32)PAVERS - TYPE B(DETAIL 7/L32)PAVERS - TYPE B(DETAIL 8/L32)PAVERS - TYPE B(DETAIL 1/L33)PAVERS - TYPE B(DETAIL 2/L33)PAVERS - TYPE B(DETAIL 1/L40)PAVERS - TYPE B(DETAIL 2/L40)PAVERS - TYPE B(DETAIL 3/L40)PAVERS - TYPE B(DETAIL 4/L40)PAVERS - TYPE B(DETAIL 5/L40)PAVERS - TYPE B(DETAIL 6/L40)4TH STREET5TH STREETCHESTER AVENUEPC1LI13LI3LI1LI1LI1LI1UP2UP1UP1UP1UP2UP3UP2UP6ss30ps35ps35Ru10Ru10Ru10pa18pa18Ah23Ah23ss9lo10lo6lo10lo10lo10Bc16Bc14Bc22Bc7Bc10Bc7lo8lo10jp34ps5lo16lo6jp30ps5jp11Nd5lo16Nd5jp16Nd5lo18Nd7jp11Nd5lo16Nd3jp11Nd7lo157'5'5 7'8 8'5'8'7'-11"8'6'-9"6'7'8'8'4'4'-11"7'8'8'7'5'5'7'9'STA 28+90.37R 42.73STA 29+58.86R 42.74STA 29+78.47R 62.76STA 29+78.40R 90.37STA 30+32.80R 95.50STA 30+32.64R 63.95STA 30+52.21R 40.75STA 30+65.87R 40.75STA 31+01.87R 40.75STA 31+35.19R 40.75STA 31+95.18R 40.75STA 32+80.36R 39.93STA 33+25.51R 45.21STA 33+30.87R 59.84STA 33+24.84R 129.84STA 33+79.52R 146.27STA 33+73.41R 59.77STA 33+78.04R 45.26STA 34+65.97R 40.751213652664TH STREET7' WIDE CONCRETE SIDEWALK67' WIDE CONCRETE SIDEWALK77710640'620'STA 32+45.15R 40.7520'61310126526620'10'1012620'13'9'13'44STA 33+80.69L 6.50STA 33+10.86L 6.50STA 31+98.24L 1.266108612STA 34+54.59L 40.7520'25'-6"6STA 33+78.21L 45.01STA 33+73.34L 59.64STA 33+79.36L 90.4625256'-7"20'STA 33+79.43L 130.92STA 33+24.80L 75.602STA 33+26.12L 45.1755TH STREET12106STA 32+27.60L 40.7320'29'-1"STA 31+97.60L 40.6912'-2"20'30'20'30'STA 30+56.69L 40.7512131045522STA 30+34.29L 70.38STA 30+37.70L 88.30STA 29+73.85L 101.02STA 29+77.33L 73.32STA 29+61.26L 42.76STA 29+12.36L 42.76STA 28+76.36L 42.7766666'-6"444354/364 CHESTERAVENUE1431/1455 4THSTREET400 CHESTERAVENUE406 CHESTERAVENUE422 CHESTERAVENUE408 CHESTERAVENUE426 CHESTERAVENUE428 CHESTERAVENUE430 CHESTERAVENUEEXISTING CONCRETETO REMAINEXISTING CONCRETETO REMAINEX. WALKWAYEX. WALKWAY501 CHESTERAVENUE407 CHESTERAVENUE401 CHESTERAVENUEPLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDXx0PLANTING SYMBOLSRECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45PAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*TEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L295' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PAVING HATCHESSITE FURNITURE SYMBOLSRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L2989101112132345671MATCHLINE*RIGHT-OF-WAYADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.TYPICAL LINE TYPESBOTANICAL NAMETREESKEYL6 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS39189118764637151Allee Chinese ElmUPUlmus parviflora 'Emer II'Chinese PistachePCPistache chinensisEver Amethyst AgapanthusAhAgapanthus hybrid 'Ever Amethyst'Yeddo HawthornRhaphiolepis umbellata 'Minor'RuNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooStarn Thompson Coyote BrushBcBaccharis x 'Sterile Centennial'30PERENNIALS/ GRASSESAutumn Joy SedumSedum spectabile 'Autumn Joy'ssDwarf Fountain GrassPennisetum alopecuroides 'Hameln'pahEaton Canyon Fountain GrassPennisetum setaceum 'Eaton Canyon'psBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo368039L6 Sub-total:113California RushjpJuncus patens 'Carmen Gray'L6 Sub-total:L6 Sub-total:419See L13 - Planting Schedule for Overall Project 20Natchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 2:55:15 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL64TH STREET TO 5TH STREETSTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthGENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE 2022 STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND 'STANDARD PLANS',AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHER GOVERNINGAGENCIES.2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVETO EXISTING CONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OF VERIFICATIONAND ACCURACY IS THE CONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFY WATER POINT OFCONNECTION (POC) PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUST PLANTING & IRRIGATIONLOCATIONS WHEN IN CONFLICT WITH UTILITIES OROTHER OBJECTS. NOTIFY THE CITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED. VERIFY UTILITYCLEARANCE WITH APPROPRIATE UTILITY COMPANY.CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTTTTSEE 8 OF 45 7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALKSEE 6 OF 45 8' CONCRETE SIDEWALKTEXTURED CONCRETE FRONTAGE ZONEWHERE BUILDINGS ARE CLOSE TO SIDEWALK - TEXTURED CONCRETE SHALLEXTEND TO BUILDING FACE.NEW DECORATIVE METAL FENCE BEHIND EXISTING SIDEWALKNEW DRIVEWAY5' WIDE TEXTURED CONCRETE18" WIDE CONCRETE MAINTENANCE BAND - TYPICAL18" WIDE CONCRETE MAINTENANCE BAND - TYPICALTEXTURED CONCRETE FRONTAGE ZONEWHERE BUILDINGS ARE CLOSE TO SIDEWALK -TEXTURED CONCRETE SHALL EXTEND TO BUILDINGFACE.TEXTURED CONCRETEFRONTAGE ZONEWHERE BUILDINGS ARECLOSE TO SIDEWALK -TEXTURED CONCRETE SHALLEXTEND TO BUILDING FACE.MAINTAIN EXISTINGTREESPAVERS - TYPE B(DETAIL 3/L33)PAVERS - TYPE B(DETAIL 7/L40)PAVERS - TYPE B(DETAIL 8/L40)PAVERS - TYPE B(DETAIL 9/L40)PAVERS - TYPE B(DETAIL 10/L40)PAVERS - TYPE B(DETAIL 11/L40)PAVERS - TYPE B(DETAIL 4/L33)PAVERS - TYPE B(DETAIL 5/L33)PAVERS - TYPE B(DETAIL 6/L33)PAVERS - TYPE B(DETAIL 7/L33)PAVERS - TYPE B(DETAIL 8/L33)PAVERS - TYPE B(DETAIL 12/L40)6TH STREETCHESTER AVENUELN4UP2UP2UP3LI2UP2UP4UP2UP1UP1UP1UP1ss29ss18ps35Ru5Ah23jp34ps5Lj6Lj6UP3lo14jp34ps5lo12lo16Bc11Bc11Bc11Bc11Nd5jp15Nd5jp11jp9Nd5lo16Nd5jp13Lj6jp13Nd5Nd6jp16Nd5lo11Nd7jp11LI28'8'8'5'7'8.08.05'5'6'-4"8'8' 8'TEXTURED CONCRETE FRONTAGE ZONEWHERE BUILDINGS ARE CLOSE TO SIDEWALK -TEXTURED CONCRETE SHALL EXTEND TO BUILDINGFACE.STA 35+26.97R 40.75STA 35+87.97R 40.75STA 36+72.33R 45.40STA 36+77.52R 59.87STA 36+71.50R 113.29STA 37+25.97R 95.19STA 37+19.95R 59.80STA 37+25.23R 45.27STA 37+75.71R 40.7561241'20'661039'-7"7'-11"66525212610614'-3"41'30'41'20'20'66131031'-11"STA 38+83.16L 0.851066STA 39+21.60L 40.75STA 38+91.60L 40.757'-4"20'27'-10"17'-9"20'30'20'28'-5"10613612766STA 37+24.33L 45.25STA 37+19.69L 59.61STA 37+25.84L 124.1613'-9"55226STA 36+77.50L 59.73STA 36+72.81L 45.20STA 36+71.49L 172.65STA 36+71.50L 131.34STA 36+71.48L 90.2811'16'-10"106STA 35+81.63L 40.7536'41'641'TRANSITION TO 7' CONCRETE SIDEWALK529 CHESTERAVENUE601 CHESTERAVENUE615 CHESTERAVENUE609 CHESTERAVENUE604 CHESTERAVENUE620 CHESTERAVENUE528 CHESTERAVENUE526 CHESTERAVENUE522 CHESTERAVENUEEX. WALKEX.CONC.BEHINDPROPERTYLINEEX. WALKEX. WALKEX. FENCEEXTEND TEXTURED CONCRETEONLY TO PROPERTY LINE IN FRONT OF 604 CHESTER.6TH STREETPLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213SHRUBSBOTANICAL NAMETREESKEYL7 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS3013242244184214769Allee Chinese ElmUPUlmus parviflora 'Emer II'Saratoga LaurelLNLaurus nobilis 'Saratoga'Japanese PrivetLjLigustrum japonicum 'Texanum'Yeddo HawthornRhaphiolepis umbellata 'Minor'RuNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooCalifornia RushjpJuncus patens 'Carmen Gray'Starn Thompson Coyote BrushBcBaccharis x 'Sterile Centennial'5PERENNIALS/ GRASSESAutumn Joy SedumSedum spectabile 'Autumn Joy'ssEaton Canyon Fountain GrassPennisetum setaceum 'Eaton Canyon'psBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo4547L7 Sub-total:L7 Sub-total:308L7 Sub-total:See L13 - Planting Schedule for Overall Project 4Natchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'23Ever Amethyst AgapanthusAhAgapanthus hybrid 'Ever Amethyst'CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 2:55:48 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL76TH STREET TO 7TH STREETSTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthGENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, &ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THEDRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THECONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFYWATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUSTPLANTING & IRRIGATION LOCATIONSWHEN IN CONFLICT WITH UTILITIESOR OTHER OBJECTS. NOTIFY THECITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED.VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTT TTTSEE 7 OF 45 18" WIDE CONCRETE MAINTENANCE BAND TYP.8' WIDE CONCRETE SIDEWALK8' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALKSEE 9 OF 45 TEXTURED CONCRETEFRONTAGE ZONEWHERE BUILDINGS/FENCESARE CLOSE TO SIDEWALK -TEXTURED CONCRETESHALL EXTEND TOBUILDING FACE/FENCES.18" WIDE CONCRETE MAINTENANCE BAND - TYPICAL3' x 18' PLANTING AREA18" WIDE CONCRETE MAINTENANCE BAND - TYPICALTEXTURED CONCRETE FRONTAGE ZONEWHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK -TEXTURED CONCRETE SHALL EXTEND TO BUILDINGFACE/FENCES.3' WIDE x 20' LONGPLANTING AREAPAVERS - TYPE B(DETAIL 1/L41)PAVERS - TYPE B(DETAIL 1/L34)PAVERS - TYPE B(DETAIL 2/L34)PAVERS - TYPE B(DETAIL 3/L34)PAVERS - TYPE B(DETAIL 4/L34)PAVERS - TYPE B(DETAIL 6/L34)PAVERS - TYPE B(DETAIL 7/L34)PAVERS - TYPE B(DETAIL 8/L34)PAVERS - TYPE B(DETAIL 2/L41)PAVERS - TYPE B(DETAIL 3/L41)PAVERS - TYPE B(DETAIL 5/L41)PAVERS - TYPE B(DETAIL 6/L41)PAVERS - TYPE B(DETAIL 7/L41)PAVERS - TYPE B(DETAIL 5/L34)PAVERS - TYPE B(DETAIL 4/L41)7TH STREET8TH STREETCHESTER AVENUELI1UP2UP3PC1PC1UP4UP4LM4LM1UP1LM3LI1LI1UP3UP4ss30ss19ps35Ru10Ru10pa18pa18Ah23Ru5Bc37lo5UP2jp34ps5ps7Lj7Lj6Lj6lo10lo16lo6lo10bg9Nd7ss7lo11jp14pa11Lj4Lj6lo15lo6lo6lo7LN9Bc5Bc5pa5Nd6lo15jp11pa5lo15Nd5jp15Lj14lo16jp5Nd5jp23Nd7lo15Nd5jp9bg158'5'5'-1"8.08'5'7'58'8'6'-7"8'8'7'5'8'8.0 5'7'5'9'7' WIDE CONCRETE SIDEWALKLM13' WIDE X 25' LONG CONCRETEPAD, 4" DEPTH FOR BUS STOPFURNITURE. (DOES NOTRECEIVE SAWCUTS IN SAMEMANNER AS SIDEWALK.PROVIDE EXPANSION JOINTBETWEEN PAD & SIDEWALK3' WIDE X 27' LONG CONCRETEPAD, 4" DEPTH FOR BUS STOPFURNITURE. (DOES NOTRECEIVE SAWCUTS IN SAMEMANNER AS SIDEWALK.PROVIDE EXPANSION JOINTBETWEEN PAD & SIDEWALK.STA 40+19.69R 45.22STA 40+24.34R 59.73STA 40+18.36R 95.13STA 40+72.40R 89.64STA 40+66.38R 59.62STA 40+71.17R 45.12STA 41+49.56R 40.75STA 41+85.56R 40.75STA 42+80.17R 40.75STA 43+16.17R 40.75STA 43+45.30R 40.75STA 43+65.01R 60.81STA 43+64.85R 161.24STA 44+19.34R 60.97STA 44+38.66R 40.75STA 44+48.68R 40.75STA 44+84.68R 40.75STA 45+74.14R 40.75STA 45+99.14R 40.7511655'-4"9'-11"5221065'-10"20'50'20'612810920'25'77510223'-2"10'20'10'20'17'-3"4442657768'8'STA 45+81.11L 1.11664STA 44+38.88L 40.7520'30'20'25'41'24'20'1281210105522STA 44+19.31L 68.01STA 43+65.05L 65.5520'10'50'STA 43+64.82L 156.29138STA 43+45.59L 40.7520'12'-11"37'-6"15'40'50'STA 41+70.07L 40.75810927'18'10STA 41+34.07L 40.75128613.09'13.0STA 40+17.28L 6.50STA 40+86.56L 6.50STA 42+07.24L 6.5044412655STA 40+19.54L 45.27STA 40+24.17L 59.77STA 40+66.60L 59.91STA 40+71.11L 45.43STA 40+18.13L 111.24STA 40+72.55L 141.97STA 40+70.33L 84.0211'-8"22520'15'466700 CHESTERAVENUEEXISTING SIGN ANDLANDSCAPE AREA TO REMAIN810 CHESTERAVENUE809 CHESTERAVENUE807 CHESTERAVENUEEX. FENCE TO REMAIN801 CHESTERAVENUE731 CHESTERAVENUE701 CHESTERAVENUE7TH STREET8TH STREET44PLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213BOTANICAL NAMETREESKEYL8 PLANT SCHEDULECOMMON NAMEQNTY.BOTANICAL NAMEKEYCOMMON NAMEQNTY.SHRUBS46173323247433524111147Allee Chinese ElmUPUlmus parviflora 'Emer II'Natchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'Chinese PistachePCPistache chinensisJapanese PrivetLjLigustrum japonicum 'Texanum'Yeddo HawthornRhaphiolepis umbellata 'Minor'RuNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooStarn Thompson Coyote BrushBcBaccharis x 'Sterile Centennial'25PERENNIALS/ GRASSESBlonde Ambition Grama GrassBouteloua gracilis 'Blonde Ambition'bgAutumn Joy SedumSedum spectabile 'Autumn Joy'ssDwarf Fountain GrassPennisetum alopecuroides 'Hameln'pahEaton Canyon Fountain GrassPennisetum setaceum 'Eaton Canyon'psBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo5747569L8 Sub-total:California RushjpJuncus patens 'Carmen Gray'L8 Sub-total:442L8 Sub-total:9Saratoga LaurelLNLaurus nobilis 'Saratoga'See L13 - Planting Schedule for Overall Project 23Ever Amethyst AgapanthusAhAgapanthus hybrid 'Ever Amethyst'GENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE 2022 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATON 'STANDARDSPECIFICATIONS' AND 'STANDARD PLANS', AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OFBAKERSFIELD AND OTHER GOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE.FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFY WATER POINT OF CONNECTION (POC) PRIOR TO COMMENCEMENT OF WORK.4. CONTRACTOR SHALL ADJUST PLANTING & IRRIGATION LOCATIONS WHEN IN CONFLICT WITH UTILITIES OR OTHEROBJECTS. NOTIFY THE CITY PM IF SIGNIFICANT ALTERATIONS ARE REQUIRED. VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 2:57:55 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL87TH STREET TO 8TH STREETSTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthMuskogee Crape MyrtleLMLagerstroemia indica x fauriei 'Muskogee'CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTTTTTTSEE 10 OF 45 8' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETESIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALKSEE 8 OF 45 8' WIDE CONCRETESIDEWALK7' WIDE CONCRETESIDEWALKTEXTURED CONCRETE FRONTAGE ZONE WHEREBUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTUREDCONCRETE SHALL EXTEND TO BUILDING FACE/FENCES.5' WIDE TEXTUREDCONCRETE18" WIDE CONCRETEMAINTENANCE BAND - TYPICALRELOCATE EXISTING FENCE ATTHE PROPERTY LINEWORK WITH OWNER ONRELOCATION OF FENCEAROUND EX. PALMS.MODIFY TEXTUREDPAVING LAYOUT TOSUIT AS NEEDED.7' WIDE CONCRETE SIDEWALK5' WIDE TEXTURED CONCRETETEXTURED CONCRETE FRONTAGE ZONE.WHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTUREDCONCRETE SHALL EXTEND TO BUILDING FACE/FENCES.5' WIDE TEXTURED CONCRETE18" WIDE CONCRETEMAINTENANCE BAND - TYPICAL8' WIDE CONCRETE SIDEWALKRELOCATE EXISTING FENCE AT THEPROPERTY LINEWHERE REQUIREDTEXTURED CONCRETE FRONTAGE ZONE.WHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK -TEXTURED CONCRETE SHALL EXTEND TO BUILDINGFACE/FENCES.TEXTURED CONCRETE FRONTAGE ZONE.WHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK -TEXTURED CONCRETE SHALL EXTEND TO BUILDINGFACE/FENCES.18" WIDE CONCRETE MAINTENANCEBAND - TYPICALPAVERS - TYPE B(DETAIL 10/L34)PAVERS - TYPE B(DETAIL 8/L41)PAVERS - TYPE B(DETAIL 9/L34)PAVERS - TYPE B(DETAIL 1/L35)PAVERS - TYPE B(DETAIL 2/L35)PAVERS - TYPE B(DETAIL 3/L35)PAVERS - TYPE B(DETAIL 4/L35)PAVERS - TYPE B(DETAIL 5/L35)PAVERS - TYPE B(DETAIL 6/L35)PAVERS - TYPE B(DETAIL 7/L35)PAVERS - TYPE B(DETAIL 8/L35)PAVERS - TYPE B(DETAIL 10/L35)PAVERS - TYPE B(DETAIL 9/L35)PAVERS - TYPE B(DETAIL 9/L41)PAVERS - TYPE B(DETAIL 10/L41)PAVERS - TYPE B(DETAIL 1/L42)PAVERS - TYPE B(DETAIL 2/L42)PAVERS - TYPE B(DETAIL 3/L42)PAVERS - TYPE B(DETAIL 4/L42)PAVERS - TYPE B(DETAIL 5/L42)PAVERS - TYPE B(DETAIL 6/L42)PAVERS - TYPE B(DETAIL 7/L42)9TH STREET10TH STREETCHESTER AVENUEUP1UP2Nd9UP3UP3UP2LI1UP2UP2UP3UP5UP4UP5Ah23ps35ps35Ru10Ru10Ru10pa18pa18Ah23ss27jp34Lj4Lj4ps5lo16Lj6lo10jp34ps5Lj4Lj3jp39ps6lo6lo6pa10LI12pa5lo14jp11Nd5pa3lo14Nd5lo19jp11Nd3pa8pa5lo16Nd5lo16lo12Nd4jp14La5Nd5jp7lo16LI1Lj4jp13lo12Nd7Nd6jp10jp7lo13Nd9La45'8'8'5'8'8'5'5'4'8.08'8.08'5'7'7'5'8'7'-11"7'5'57'8'8'Ll1STA 46+15.75R 40.74STA 47+12.77R 45.09STA 47+17.51R 59.63STA 47+12.40R 85.11STA 47+11.49R 106.48STA 47+65.69R 162.45STA 47+64.72R 85.16STA 47+59.67R 59.66STA 47+64.95R 45.16STA 48+37.71R 40.74STA 48+61.71R 40.74STA 49+71.43R 40.75STA 50+07.43R 40.75STA 50+59.29R 45.30STA 50+63.89R 59.78STA 50+57.87R 100.12STA 51+12.29R 118.60STA 51+06.26R 59.69STA 51+24.72R 35.62STA 51+98.44R 40.75620'22'-10"20'31'-3"10126516'-6"20'10'20'10'-10"9TH STREET71012685'-7"38'-3"40'31'-6"40'6137101265214'-8"3'-10"20'9'-7"212101367STA 51+24.78L 35.63612106STA 51+62.62L 40.755'30'17'-5"25STA 51+06.37L 59.75STA 51+12.28L 120.66STA 51+12.38L 90.6846'-8"25STA 50+63.98L 59.81STA 50+59.19L 45.04STA 50+57.99L 90.556'-8"612108STA 49+92.62L 40.7520'20'21'-10"30'20'25'-3"13101286STA 47+13L 45.53STA 47+64.59L 45.30STA 47+59.98L 59.80STA 47+17.44L 59.86STA 47+11.44L 92.05STA 47+62.76L 82.30STA 47+65.97L 132.035213'20'2510136669'13'4STA 46+97.45L 6.519'13'4STA 47+66.78L 6.516'-9"4STA 48+98.17L 6.51828 CHESTERAVENUE900 CHESTERAVENUE910 CHESTERAVENUE920 CHESTERAVENUE1010 CHESTERAVENUE1002 CHESTERAVENUE1011 CHESTERAVENUE931 CHESTERAVENUE925 CHESTERAVENUE917 CHESTERAVENUE911 CHESTERAVENUE909 CHESTERAVENUE907 CHESTERAVENUE827 CHESTERAVENUEEX. WALLEX. WALK & STAIRSSHOE BUILDING7' WIDE CONCRETE SIDEWALKPLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDXx0PLANTING SYMBOLSRECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45PAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*TEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L295' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PAVING HATCHESSITE FURNITURE SYMBOLSRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L2989101112132345671MATCHLINE*RIGHT-OF-WAYADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.TYPICAL LINE TYPESBOTANICAL NAMETREESKEYL9 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS47168502322558180142Allee Chinese ElmUPUlmus parviflora 'Emer II'Japanese PrivetLjLigustrum japonicum 'Texanum'Yeddo HawthornRhaphiolepis umbellata 'Minor'RuNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooCalifornia RushJuncus patens 'Carmen Gray'30PERENNIALS/ GRASSESAutumn Joy SedumSedum spectabile 'Autumn Joy'ssDwarf Fountain GrassPennisetum alopecuroides 'Hameln'pahEaton Canyon Fountain GrassPennisetum setaceum 'Eaton Canyon'psjpBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo678627L9 Sub-total:L9 Sub-total:L9 Sub-total:15Natchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'See L13 - Planting Schedule for Overall Project 55Ever Amethyst AgapanthusAhAgapanthus hybrid 'Ever Amethyst'GENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE 2022 STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND 'STANDARD PLANS',AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHER GOVERNINGAGENCIES.2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVETO EXISTING CONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OF VERIFICATIONAND ACCURACY IS THE CONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFY WATER POINT OFCONNECTION (POC) PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUST PLANTING & IRRIGATIONLOCATIONS WHEN IN CONFLICT WITH UTILITIES OROTHER OBJECTS. NOTIFY THE CITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED. VERIFY UTILITYCLEARANCE WITH APPROPRIATE UTILITY COMPANY.CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 2:58:47 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL99TH STREET TO 10TH STREETSTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 T TTTSEE 9 OF 45 8' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALK7' WIDE CONCRETE SIDEWALKSEE 11 OF 45TEXTURED CONCRETE FRONTAGE ZONE.WHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTUREDCONCRETE SHALL EXTEND TO BUILDING FACE/FENCES.8' WIDE CONCRETE SIDEWALKNEW TREES IN EXISTING LANDSCAPE AREAS7' WIDE CONCRETESIDEWALK8' WIDE CONCRETE SIDEWALKEXISTING SIGN TO REMAINEXISTING OVERHEAD SIGN TO REMAIN(POST IS OUTSIDE CONSTRUCTION LIMITS)18" WIDE CONCRETE MAINTENANCEBAND - TYPICAL18" WIDE CONCRETE MAINTENANCEBAND - TYPICALPAVERS - TYPE B(DETAIL 11/L35)PAVERS - TYPE B(DETAIL 12/L35)PAVERS - TYPE B(DETAIL 13/L35)PAVERS - TYPE B(DETAIL 1/L36)PAVERS - TYPE B(DETAIL 2/L36)PAVERS - TYPE B(DETAIL 3/L36)PAVERS - TYPE B(DETAIL 8/L42)11TH STREETCALIFORNIAAVENUECHESTER AVENUELN3UP1UP2UP6UP4UP3LI2LI2ss15Ab2As6Ab2As6ss17lo21Lj4jp15lo14jp24Lj11jp12Nd5lo18Nd5pa11lo26Nd5pa10Nd5lo20Nd5jp11jp12Nd5Nd4lo20lo57'-11"5'8.0 8' 8.0 7'5'5'7'8'8'3' WIDE X 25' LONG CONCRETE PAD, 4" DEPTH FORBUS STOP FURNITURE. (DOES NOT RECEIVESAWCUTS IN SAME MANNER AS SIDEWALK. PROVIDEEXPANSION JOINT BETWEEN PAD & SIDEWALK7' WIDE CONCRETE SIDEWALK5' WIDE TEXTURED CONCRETESTA 52+56.44R 40.75STA 52+87.35R 40.75STA 53+23.35R 40.75STA 53+60.03R 39.25STA 54+06.11R 45.25STA 54+10.75R 59.59STA 54+04.71R 97.31STA 54+58.80R 99.55STA 54+54.54R 59.67STA 54+60.95R 50.30STA 55+08.53R 49.75STA 55+83.89R 49.88STA 56+45.17R 49.75STA 57+13.84R 50.33STA 57+44.53R 79.96STA 57+37.18R 82.76STA 58+52.91R 76.80STA 58+60.74R 76.80STA 58+64.72R 70.47STA 58+67.03R 67.751067126525'6'-11"6258135225522STA 58+53.03L 74.718'-1"8'R9'STA 58+75.85L 40.505'-4"STA 57+45.19L 75.03STA 57+37.18L 75.0978'6" WIDE BAND OF TEXTURED CONCRETETO RETAIN PAVERS AT EX. LANDSCAPE AREA.STA 57+24.86L 40.75STA 57+12.53L 40.75119108STA 56+76.53L 40.7525'134STA 55+73.90L 40.7540'610128655226624'-10"STA 54+57.72L 45.44STA 54+53.22L 59.94STA 54+59.25L 117.75447'-1"STA 54+04.28L 116.375'-10"STA 54+10.77L 59.78STA 54+06.16L 45.281310128STA 53+35.06L 40.758'20'40'20'1015 CHESTERAVENUE1017 CHESTERAVENUE1025 CHESTERAVENUE1033 CHESTERAVENUE1101 CHESTERAVENUE1115 CHESTERAVENUE11TH STREET1501 CHESTERAVENUE1100 CHESTERAVENUE1030 CHESTERAVENUECALIFORNIAAVENUEEX. RAMP TO REMAINEX. RAMP ANDCURBEDLANDSCAPEAREA TOREMAIN6'-7"PLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213SHRUBSBOTANICAL NAMETREESKEYL10 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS23652513416412347412415Allee Chinese ElmUPUlmus parviflora 'Emer II'Saratoga LaurelLNLaurus nobilis 'Saratoga'Natchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'AbJapanese PrivetLigustrum japonicum 'Texanum'LjNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooCoastal AgaveAsAgave shawiiPERENNIALS/ GRASSESCalifornia RushJuncus patens 'Carmen Grey'jcAutumn Joy SedumSedum spectabile 'Autumn Joy'ssDwarf Fountain GrassPennisetum alopecuroides 'Hameln'paBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo2132L10 Sub-total:Blue Flame AgaveAgave attenuata 'Blue Flame'L10 Sub-total:L10 Sub-total:See L13 - Planting Schedule for Overall Project GENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, &ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THEDRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THECONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFYWATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUSTPLANTING & IRRIGATION LOCATIONSWHEN IN CONFLICT WITH UTILITIESOR OTHER OBJECTS. NOTIFY THECITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED.VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:02:40 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL1011TH STREET TO CALIFORNIA AVENUESTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 *TSEE 12 OF 45 SEE 10 OF 45 TEXTURED CONCRETE FRONTAGE ZONE.WHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTUREDCONCRETE SHALL EXTEND TO BUILDING FACE/FENCES.8' WIDE CONCRETESIDEWALK3' WIDE X 25' LONG CONCRETE PAD, 4"DEPTH FOR BUS STOP FURNITURE. (DOESNOT RECEIVE SAWCUTS IN SAME MANNERAS SIDEWALK. PROVIDE EXPANSION JOINTBETWEEN PAD & SIDEWALK18" CONCRETE MAINTENANCE BAND - TYPICALEXISTING TREE INNEW TREE GRATEEXISTING ARTIFICIAL TURF LANDSCAPEAREA TO REMAINEX. CONCRETE PAD TOREMAIN18" WIDE CONCRETE MAINTENANCEBAND - TYPICAL±6' CONCRETE SIDEWALK (WIDTH VARIES DUE TO EXISTING WALL)7.6' CONCRETE SIDEWALK (WIDTHVARIES FROM STANDARD DUE TOEXISTING CURB LAYOUT8' WIDE CONCRETE SIDEWALKPAVERS - TYPE B(DETAIL 4/L36)PAVERS - TYPE B(DETAIL 9/L42)PAVERS - TYPE B(DETAIL 1/L43)PAVERS - TYPE B(DETAIL 2/L43)13TH STREETCHESTER AVENUECHESTER AVENUE CROSSOVERPC6ZS2ZS3LM5LM8ss34ss20As8Ab3Ab1Ag1Ag1Ag1ss6As3As1Ab3Ab3As3As3Ab1ct4lo18lo18Lj8ZS35'8'5'8'6'7'-9"8'6'± 6.36'PROPOSED FUTURE MONUMENT LOCATION (N.I.C.)CONTRACTOR SHALL NOT INSTALL ANY IMPROVEMENTS INTHIS AREA THAT SHALL CONFLICT WITH FUTURE MONUMENTS.REFER TO ELECTICAL PLANS FOR CONDUIT LOCATIONS.STA 58+83.44R 43.50STA 58+82.27R 57.50STA 59+11.44R 43.50STA 59+65.60R 43.50STA 59+95.60R 43.50STA 60+90.25R 43.508771099'-3"25'66620'-6"14'-6"20'-6"14'-6"20'-6"7STA 61+20.25R 43.5020'-6"14'-6"20'-6"14'-6"20'-6"666428' WIDE CONCRETESIDEWALKTEXTURED CONCRETE FRONTAGE ZONE.WHERE BUILDINGS/FENCES ARE CLOSE TO SIDEWALK - TEXTUREDCONCRETE SHALL EXTEND TO BUILDING FACE/FENCES.55STA 62+25.31R 47.04STA 62+98.04R 69.77STA 63+25.22R 42.69STA 63+31.98R 50.63STA 63+40.98R 50.6465'-2"STA 63+34.05R 37.00STA 63+38.08L 5.2069'-5"STA 63+29.36L 50.617'-7"± 6.3' CONCRETE SIDEWALK (WIDTHVARIES DUE TO EXISTING WALL)5'2255STA 62+28.89L 75.83STA 61+93.92L 97.90STA 62+28.16L 50.61STA 62+09.81L 50.82STA 61+95.57L 50.11STA 61+98.84L 42.50STA 62+28.15L 37.5042STA 61+39.22L 72.82STA 61+24.53L 41.24STA 62+04.74L 97.989'3'-4"STA 61+28.35L 72.806'STA 60+88.20L 41.23STA 60+76.86L 41.23PAVERS - TYPE B(DETAIL 4/L36)476646' WIDE CONCRETE SIDEWALK(NON-STANDARD WIDTH DUE TOBUILDING FRONTAGES)EXISTING LANDSCAPE AREA TO REMAIN6' WIDE CONCRETE SIDEWALK(NON-STANDARD WIDTH TOMAINTAIN EX. LANDSCAPE AREA)STA 60+16.41L 40.50STA 60+03.24L 54.76STA 60+03.21L 48.76STA 59+82.44L 48.76STA 59+82.44L 54.76STA 59+68.99L 41.0020'8'-6"20'1204 CHESTERAVENUE1222 CHESTERAVENUE1232 CHESTERAVENUE1234 CHESTERAVENUE1300 CHESTERAVENUE1304 CHESTERAVENUE1308 CHESTERAVENUE1301 CHESTERAVENUE1227 CHESTERAVENUE1211 CHESTERAVENUE1207 CHESTERAVENUEss34ct39ct39ct41PLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213BOTANICAL NAMETREESKEYL11 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS274025368311818Chinese PistachePCPistache chinensisSawleaf ZelkovaZSZelkova serrata 'Village Green'Weber's AgaveAgAgave weberiJapanese PrivetLgLigustrum japonicum 'Texanum'Coastal AgaveAgave shawiiAsBlue Flame AgaveAbAgave attenuata 'Blue Flame'PERENNIALS/ GRASSESAutumn Joy SedumSedum spectabile 'Autumn Joy'ssBreeze Dwarf Mat RushLomandra longiflora 'LM300'lo369413L11 Sub-total:L11 Sub-total:L11 Sub-total:See L13 - Planting Schedule for Overall Project GENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, &ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THEDRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THECONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFYWATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUSTPLANTING & IRRIGATION LOCATIONSWHEN IN CONFLICT WITH UTILITIESOR OTHER OBJECTS. NOTIFY THECITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED.VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:03:22 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL11CALIFORNIA AVENUE TO 13TH STREETSTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthMuskogee Crape MyrtleLMLagerstroemia indica x fauriei 'Muskogee'Small Cape RushChondropetalum tectorumct123CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 ******SEE 11 OF 45 SEE 13 of 45 EXISTING MEDIAN (PROTECT IN PLACE)18" WIDE CONCRETE MAINTENANCEBAND - TYPICAL± 6' CONCRETE SIDEWALK (WIDTHVARIES DUE TO EXISTING WALL)± 6' CONCRETE SIDEWALK (WIDTH VARIES DUE TO EXISTING WALL)EXISTING BRIDGE OVERHEADEXISTING PEDESTRIANBRIDGE OVERHEADEXISTING MEDIAN (PROTECT IN PLACE)18" WIDE CONCRETEMAINTENANCE BAND -TYPICALPAVERS - TYPE B(DETAIL 5A& 5B/L36)PAVERS - TYPE B(DETAIL 3A & 3B/L43)CHESTER AVENUEPC1LM3LM3LM6LM6PC1ss26Ah20ss20As2Ab1Ah20ss20po20ct19ct19ct37ct65ss11As7Ab4Ah30ss20po26Ag16'8'-2"3'6'-2"8'-1"6'-2"9'-7"7'-2"8'BID ALTERNATE - METAL PANEL & POST STRUCTUREREFER TO DRAWINGS M1 TO M4 FOR BASIS OF DESIGNBID ALTERNATE - METAL PANEL & POST STRUCTUREREFER TO DRAWINGS M1 TO M4 FOR BASIS OF DESIGNBID ALTERNATE - METAL PANEL & POST STRUCTUREREFER TO DRAWINGS M1 TO M4 FOR BASIS OF DESIGNBID ALTERNATE - METAL PANEL & POST STRUCTUREREFER TO DRAWINGS M1 TO M4 FOR BASIS OF DESIGNPROPOSED FUTURE MONUMENT LOCATION (N.I.C.)CONTRACTOR SHALL NOT INSTALL ANY IMPROVEMENTS IN THIS AREA THAT SHALL CONFLICT WITH FUTURE MONUMENTS.REFER TO ELECTICAL PLANS FOR CONDUIT LOCATIONS.PROPOSED MEDIAN6STA 65+67.47R 37.005'-2"6'± 8' CONCRETE SIDEWALK (WIDTHVARIES DUE TO EXISTING WALL)6STA 67+21.05R 37.00PROPOSED FUTURE MONUMENT LOCATION (N.I.C.)CONTRACTOR SHALL NOT INSTALL ANY IMPROVEMENTS IN THIS AREA THAT SHALL CONFLICT WITH FUTURE MONUMENTS.REFER TO ELECTICAL PLANS FOR CONDUIT LOCATIONS.6PROPOSED FUTURE MONUMENT LOCATION (N.I.C.)CONTRACTOR SHALL NOT INSTALL ANY IMPROVEMENTS IN THIS AREA THAT SHALL CONFLICT WITH FUTURE MONUMENTS.REFER TO ELECTICAL PLANS FOR CONDUIT LOCATIONS.± 6' CONCRETE SIDEWALK (WIDTHVARIES DUE TO EXISTING WALL)STA 69+64.05R 37.50STA 71+17.64R 37.50STA 70+12.49L 5.30STA 71+35.50L 5.25STA 71+19.74L 37.50STA 69+66.10L 37.00STA 67+18.65L 37.50STA 65+65.07L 37.003'± 8' CONCRETE SIDEWALK (WIDTHVARIES DUE TO EXISTING WALL)EX. STAIRS TORAISED WALKUNDERBRIDGE.EX. STAIRS TORAISED WALKUNDERBRIDGE.EX. STAIRS TORAISED WALKUNDERBRIDGE.EX. STAIRS TORAISED WALKUNDERBRIDGE.5'6'-1"± 6' CONCRETE SIDEWALK (WIDTHVARIES DUE TO EXISTING WALL)5'66PROPOSED MEDIAN1400 CHESTERAVENUE1440 CHESTERAVENUE1415 TRUXTUNAVENUEss16ss17ct16ss17ss17ct26ss17ss17ct26ss17PLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213BOTANICAL NAMETREESKEYL12 PLANT SCHEDULECOMMON NAMEQNTY.SHRUBS2085469215709Chinese PistachePCPistache chinensisWeber's AgaveAgAgave weberiEver Amethyst AgapanthusAhAgapanthus hybrid 'Ever Amethyst'AsBlue Flame AgaveAbAgave attenuata 'Blue Flame'PERENNIALS/ GRASSESAutumn Joy SedumSedum spectabile 'Autumn Joy'ssKarley Rose Fountain GrassPennisetum orientale 'Karley Rose'po4621518Coastal AgaveAgave shawiiL12 Sub-total:L12 Sub-total:L12 Sub-total:See L13 - Planting Schedule for Overall Project GENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, &ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THEDRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BESTPOSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THECONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFYWATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OFWORK.4. CONTRACTOR SHALL ADJUSTPLANTING & IRRIGATION LOCATIONSWHEN IN CONFLICT WITH UTILITIESOR OTHER OBJECTS. NOTIFY THECITY PM IF SIGNIFICANTALTERATIONS ARE REQUIRED.VERIFY UTILITY CLEARANCE WITHAPPROPRIATE UTILITY COMPANY.CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:04:03 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL12CHESTER AVE. CROSSOVER & TRAIN BRIDGESTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthMuskogee Crape MyrtleLMLagerstroemia indica x fauriei 'Muskogee'Small Cape RushChondropetalum tectorumct208CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 T SEE 12 of 45 18" WIDE CONCRETE MAINTENANCEBAND - TYPICAL± 6' WIDE CONCRETE SIDEWALK (WIDTHVARIES DUE TO EXISTING WALL)EXISTING PATHEXISTING WALLEXISTING ELEVATED PATHEXISTING WALLEXISTING ELEVATED PATH18" WIDE CONCRETE MAINTENANCEBAND - TYPICALEXISTING LANDSCAPEAREAEXISTING BRICK PAVERS & CURB RAMPS TO REMAINPAVERS - TYPE B(DETAIL 6/L36)PAVERS - TYPE B(DETAIL 3A & 3B/L43)TRUXTUN AVENUECHESTER AVENUELM4LM7ct41ct355'5'8'5'-2"7.0 5'LIMIT OF SIDEWALKWORKLIMIT OF SIDEWALKWORKEXISTING BRICK PAVERS & CURB RAMPS TO REMAIN3' WIDE X 20' LONG CONCRETE PAD, 4" DEPTH FOR BUS STOPFURNITURE. (DOES NOT RECEIVE SAWCUTS IN SAME MANNER ASSIDEWALK. PROVIDE EXPANSION JOINT BETWEEN PAD & SIDEWALK±6' WIDE CONCRETE SIDEWALK (WIDTHVARIES DUE TO EXISTING WALL)5'4'6'6STA 74+13.94L 42.5562'481020'REPLACE AREA WITH STANDARD CONCRETE45STA 74+26.46L 43.508'STA 74+46.31L 59.09458' WIDE CONCRETE SIDEWALKSTA 74+83.85L 43.46STA 74+89.42R 42.99EXISTING PATHREPLACE AREA WITH STANDARD CONCRETE44STA 74+49.37R 61.618' WIDE CONCRETE SIDEWALK5' WIDE CONCRETE SIDEWALK(NON-STANDARD WIDTH DUE TOSPACE CONSTRAINTS)4'-11"STA 73+01.31R 41.981415 TRUXTUNAVENUE1501 TRUXTUNAVENUEss32ct13ss16ct16PLANT SPECIESQUANTITYPROPOSED DECIDUOUS TREEREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED BROADLEAF SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED SUCCULENT SHRUBSREFER TO DETAIL 2/SHEET L26 (COB L-10)PROPOSED PERENNIALSREFER TO DETAIL 3/SHEET L26 (COB L-19)PROPOSED ORNAMENTAL GRASSESREFER TO DETAIL 3/SHEET L26 (COB L-19)RECONSTRUCTED CONCRETE APRONS REFER TO CIVIL PLANSPAVERS (TYPE B) - REFER TO DETAIL 1, 2 & 3 / SHEET L29,AND PAVER PATTERN SHEETS L30 TO L43.CONCRETE SIDEWALK PEDESTRIAN APPLICATIONSDETAILS 1, 3, 4, 5 & 6 / SHEET L29EX. DECIDUOUS TREE TO REMAINREFER TO DETAIL 1/SHEET L26 FORALL TREE PRESERVATION DETAILSEX. PALM TREETO REMAINSTREETSCAPE LEGENDTEXTURED CONCRETE - REFER TO DETAIL 3 & 5 / SHEET L29PAVERS (TYPE A) - REFER TO DETAIL 1, 2 & 3 / SHEET L29Xx0CUSTOM CONCRETE DECORATIVE MEDALLIONREFER TO DETAIL 8, SHEET L29PLANTING SYMBOLSPAVING HATCHESRIVER ROCK - BIOSWALE - REFER TO DETAIL 6 / SHEET L292345671MATCHLINEBACKED BENCH - DETAIL 2 & 5, SHEET L44BIKE RACK - REFER TO DETAILS 1 & 5, SHEET L45MONUMENTS - FUTURE (NOT IN CONTRACT)TRASH RECEPTACLE - REFER TO DETAILS 3, SHEET L44 &DETAIL 3, SHEET L45NEW STANDARD BUS SHELTER - BY OTHERS NOT IN CONTRACTTBACKLESS BENCH - DETAIL 1 & 5, SHEET L44SCOOTER RACK - REFER TO DETAIL 2 & 4, SHEET L45*RIGHT-OF-WAY5' X 10' TREE GRATE - REFER TO DETAIL 4, SHEET L44ADDITIONAL DETAILS & NOTES·TYPICAL BOULEVARD PLANTING AREA SECTION & NOTES - DETAIL 5,SHEET L26·TYPICAL BIOSWALE SECTION & NOTES - DETAIL 6, SHEET L29·MEDIAN PLANTING SECTION - DETAIL 4, SHEET L26 (COB L-9)·TYPICAL BOULEVARD PLANTING AREA PLAN - DETAIL 6, SHEET L26·TYPICAL BIOSWALE PLAN - DETAIL 7, SHEET L29·MWELO CALCULATIONS - SHEET L29·GENERAL PLANTING NOTES - SHEET L29·ALL CURB RAMPS TO MEET OR EXCEED ADA STANDARDS - REFER TOARCADIS CIVIL ENGINEERING C-SERIES SET FOR SPECIFICATIONS.·SIDEWALKS SHALL BE PARALLEL TO CURBS EXCEPT WHERE NOTED.SITE FURNITURE SYMBOLSTYPICAL LINE TYPES8910111213L13 - Planting Schedule for Overall Project BOTANICAL NAMETREESKEYL13 PLANT SCHEDULECOMMON NAMEQNTY.1115311Muskogee Crape MyrtleLMLagerstroemia indica x fauriei 'Muskogee'Autumn Joy SedumSedum spectabile 'Autumn Joy'ss64L13 Sub-total:L13 Sub-total:Weber's AgaveAgAgave weberi55 45 gallonPERENNIALS/ GRASSESSHRUBSBOTANICAL NAMETREESKEYPROJECT PLANT SCHEDULECOMMON NAMECAL. SIZESPREADHEIGHTSPACING(FT)COND(FT)(FT)QNTY.MATUREMATUREO.C.BOXBlonde Ambition Grama GrassBouteloua gracilis 'Blonde Ambition'bg3321 gallon5035BOXAllee Chinese ElmUPUlmus parviflora 'Emer II'380Total:2520BOXNatchez Crape MyrtleLILagerstroemia indica x fauriei 'Natchez'2015BOXSaratoga LaurelLNLaurus nobilis 'Saratoga'3030Chinese PistachePCPistache chinensisBOXEver Amethyst AgapanthusAhAgapanthus hybrid 'Ever Amethyst'22 23 gallonYeddo HawthornRhaphiolepis umbellata 'Minor'Ru4345 gallonBOXNOTES1290Total:3789Total:Autumn Joy SedumSedum spectabile 'Autumn Joy'ss221.5676911172211935084907265040BOXSawleaf ZelkovaZSZelkova serrata 'Village Green'4034 35 gallonNdNadina domestica 'Harbor Dwarf'Dwarf Heavenly BambooCalifornia RushjpJuncus patens 'Carmen Gray'22 25 gallon297988*REFER TO PLANS FOR ACTUAL SPACING*MIN. 20*MIN. 20*MIN. 20*MIN. 20*MIN. 20*MIN. 20*MIN. 20(IN)3 in.3 in.3 in.3 in.3 in.3 in.3 in.36 in.36 in.36 in.36 in.36 in.36 in.36 in.1 gallon1515LMBlue Flame AgaveAsAgave attenuata 'Blue Flame'55 45 gallon20Dwarf Fountain GrassPennisetum alopecuroides 'Hameln'pah222.01811 gallonEaton Canyon Fountain GrassPennisetum setaceum 'Eaton Canyon'psKarley Rose Fountain GrassPennisetum orientale 'Karley Rosepo333.02581 gallon333.02301 gallonBreeze Dwarf Mat RushLomandra longifolia 'LM300'lo331.58971 gallonHYDROZONELOWLOWVERY LOWCoastal AgaveAgAgave shawii55 45 gallon88MODERATEMODERATEMODERATEMODERATELOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWVERY LOW106 55 gallonLjLigustrum japonicum 'Texanum'Japanese Privet198 LOWBIOSWALES OKBIOSWALES OKBIOSWALES OKBIOSWALES OKBIOSWALES OKBIOSWALES OKBIOSWALES OKBIOSWALES OKBIOSWALES OKBIOSWALES OK / TRIM TO 3'Starn Thompson Coyote BrushBcBaccharis x 'Sterile Centennial'34 35 gallon228 LOWBIOSWALES OKMuskogee Crape MyrtleLagerstroemia indica x fauriei 'Muskogee'Small Cape RushctChondropetalum tectorum23 21 gallon448LOWBIOSWALES OKBIOSWALES OKGENERAL NOTES1. ALL WORK SHALL COMPLY WITH THE 2022 STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATON 'STANDARD SPECIFICATIONS' AND'STANDARD PLANS', AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THECITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THE CONTRACTOR'S.3. CONTRACTOR SHALL FIELD VERIFY WATER POINT OF CONNECTION (POC)PRIOR TO COMMENCEMENT OF WORK.4. CONTRACTOR SHALL ADJUST PLANTING & IRRIGATION LOCATIONS WHEN INCONFLICT WITH UTILITIES OR OTHER OBJECTS. NOTIFY THE CITY PM IFSIGNIFICANT ALTERATIONS ARE REQUIRED. VERIFY UTILITY CLEARANCEWITH APPROPRIATE UTILITY COMPANY.CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242199\127088L Streetscape Sheets.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:04:35 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL13TRUXTUN AVENUESTREETSCAPE IMPROVEMENTS32100SCALE: feet2040601" 20'Project NorthTrue NorthPERENNIALS/ GRASSESSmall Cape RushChondropetalum tectorumct89CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TT**SEE 15 OF 45 CHESTER AVENUEA13.51"A219.91"A351"A416.31"34"34"34"34"1"34"34"1"34"1"34"1"112"34"34"34"1"34"1"34"112"112"112"2"11 S. CHESTERAVENUE2 S. CHESTERAVENUE60 CHESTERAVENUE100 CHESTERAVENUE1520 BRUNDAGELANECHESTER AVENUE1ST STREET1ST STREETBRUNDAGE LANEBRUNDAGE LANEIRRIGATION NOTES1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARDSPECIFICATIONS" AND "STANDARD PLANS", AND ALL LAWS, AND ORDINANCESAS SPECIFIED BY THE CITY OF BAKERSFIELD CALIFORNIA AND OTHERGOVERNING AGENCIES.2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTINGCONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OFVERIFICATION AND ACCURACY IS THE CONTRACTOR'S RESPONSIBILITY.3. CONTRACTOR SHALL FIELD VERIFY WATER POINT-OF-CONNECTION'S (POC)PRIOR TO COMMENCEMENT OF WORK.4. THE CONTRACTOR SHALL ADJUST TREE PLANTING AND RWS 1401 TREEBUBBLER LOCATIONS WHEN IN CONFLICT WITH UTILITIES OR OTHEROBJECTS. VERIFY MINIMUM UTILITY CLEARANCE WITH APPROPRIATE UTILITYCOMPANIES.5. THIS PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE CALIFORNIADEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPEORDINANCE (MWELO) AND ANY OTHER APPLICABLE STATE AND LOCALREGULATION. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THESEREQUIREMENTS. REFER TO SHEET 26 FOR MWELO CALCULATIONS ANDSHEET 13 FOR PROJECT PLANT SCHEDULE WITH QUANTITIES ANDHYDROZONES.GENERAL NOTES15. WHENEVER POSSIBLE, PLACEMENT OF ALL IRRIGATION EQUIPMENT AND TRENCHINGFOR PIPING SHALL BE LOCATED OUTSIDE OF THE DRIP LINE OF ALL TREES. TRENCHINGOR EXCAVATION FOR IRRIGATION EQUIPMENT WITHIN THE DRIP LINE OF ANY TREESHALL REQUIRE THE USE OF HAND TOOLS OR AIR SPADING WHEN ROOTS LARGERTHAN ONE INCH DIAMETER ARE ENCOUNTERED. ANY EXPOSED ROOTS SHALL BE CUTCLEANLY.16. NOTIFY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IMMEDIATELY IFIRRIGATION LAYOUT SHOWS ANY DISCREPANCY BETWEEN DESIGNED IRRIGATIONSYSTEM AND ACTUAL SITE CONDITIONS, FOR ANY DECISIONS WHICH ARE DEEMEDNECESSARY FOR ADJUSTMENT OF THE DESIGNED SYSTEM. NO MAJOR CHANGES ORSUBSTITUTIONS SHALL BE MADE TO THE IRRIGATION SYSTEM WITHOUT WRITTENAPPROVAL OF THE OWNER'S REPRESENTATIVE.17. ALL IRRIGATION TRENCHES SHALL BE INSPECTED BY OWNER'S REPRESENTATIVEPRIOR TO BACKFILL. NO BACKFILLING SHALL OCCUR WITHOUT INSPECTION.18. INSTALL SLEEVES AND PIPING IN A PARALLEL OR PERPENDICULAR MANNER,FOLLOWING THE GENERAL LAYOUT OF THE PAVING DESIGN. PIPE SLEEVE LOCATIONSARE SCHEMATIC. SLEEVES MUST BEGIN AND END IN OPEN PLANTER AREAS PER CITYSTANDARD L-3. SLEEVES SHALL BE GROUPED IN ONE LOCATION WHERE PIPE GOESUNDER PAVEMENT WHERE POSSIBLE. PIPES / SLEEVES SHALL NOT CHANGE DIRECTIONUNDER PAVEMENT / HARDSCAPE.19. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCALCODES AND ORDINANCES BY A LICENSED LANDSCAPE CONTRACTOR ANDEXPERIENCED WORKERS, AND ALL PERMITS SHALL BE OBTAINED AND FEES PAID BYTHE CONTRACTOR.20. NO CHANGES IN MATERIALS SHALL BE ALLOWED WITHOUT WRITTEN APPROVAL FROMOWNER'S REPRESENTATIVE.21. THE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM DURING THEMAINTENANCE PERIOD.22. INSTALL REMOTE CONTROL VALVES IN RAIN BIRD OR APPROVED EQUAL PLASTIC VALVEBOX WITH LOCKING LID USING PENTA BOLTS. LOCATE VALVE BOXES IN LANDSCAPEAREAS ONLY, PARALLEL AND PERPENDICULAR TO ADJACENT CURB OR WALK. VALVEBOXES TO BE LOCATED 12-INCH MINIMUM FROM CONCRETE CURBS OR WALKS. SUPPLYOWNER WITH 2 PENTA BOLT WRENCHES.23. ALL WIRE JUNCTION BOXES SHALL HAVE A LOCKING LID USING CITY APPROVED BOLTS.1. THE CONTRACTOR SHALL COORDINATE IRRIGATION, PLANTING AND ALL OTHER SITEOPERATIONS. AND SHALL FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES,LOCATION OF ALL CONSTRUCTED ITEMS, BUILDINGS, DIFFERENCES IN ACTUAL ANDDRAWN DIMENSIONS, UNDERGROUND SERVICES, ETC. PRIOR TO BEGINNINGCONSTRUCTION.2. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALLUNDERGROUND UTILITIES AND SERVICES PRIOR TO CONSTRUCTION. CALL 811 BEFOREYOU DIG 1-800-642-2444 FOR LOCATION OF UNDERGROUND SERVICES.3. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH BY-LAWS AND CODES HAVINGJURISDICTION OVER SITE LOCATION. THE CONTRACTOR SHALL OBTAIN ALL REQUIREDPERMITS AND PERMISSIONS PRIOR TO CONSTRUCTION.4. REPORT ANY CHANGES, DISCREPANCIES OR SUBSTITUTIONS TO THE LANDSCAPEARCHITECT FOR REVIEW. OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECTBEFORE PROCEEDING.5. THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AND FLOW AT POINT OFCONNECTION AND OPERATING PRESSURE AT EACH HEAD AS INDICATED. INSUFFICIENTPRESSURE CONCERNS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'SREPRESENTATIVE AND LANDSCAPE ARCHITECT IMMEDIATELY.6. IF THE STATIC WATER PRESSURE EXCEEDS THE MAXIMUM LISTED OPERATINGPRESSURE IN AN IRRIGATION MANUFACTURER'S PERFORMANCE CHART, THEN APRESSURE REDUCING DEVICE SHALL BE INSTALLED AFTER THE WATER METER AT NOADDITIONAL COST TO THE OWNER.7. THE IRRIGATION PLAN IS SCHEMATIC/DIAGRAMMATIC. ALL PIPING, VALVES, HEADS, ETC.SHOWN OUTSIDE OF THE PLANTING AREA IS FOR CLARITY ONLY AND SHALL BEINSTALLED WITHIN THE PLANTING AREA.8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPER SPACING ANDCOVERAGE. COORDINATE LOCATION OF HEADS, AND BUBBLERS, WITH TREE ANDSHRUB PLANTINGS.9. ADJUST HEADS/NOZZLES AS NECESSARY TO ENSURE FULL AND COMPLETE SPRINKLERCOVERAGE OF ALL PLANTED AREAS. FLUSH AND ADJUST HEADS TO ENSURE NOOVERTHROW ONTO PAVED SURFACES AND STRUCTURE OCCUR.10. ALL HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE.11. ALL VALVES SHALL BE LOCATED IN GROUPS IN THE LOCATIONS SHOWN ON THEDRAWINGS. VALVES SHALL BE LOCATED 3 FEET AWAY (WHENEVER POSSIBLE) FROMANY FENCE, MOW STRIP, WALK, CURB, OR BUILDING. CONTRACTOR SHALL SUBMITPLAN(S) SHOWING FINAL LOCATION OF ALL VALVES AND AUXILIARY EQUIPMENT FORAPPROVAL PRIOR TO INSTALLATION12. ALL VALVES SHALL BE WIRED USING #14 GAUGE CONTROLLER WIRE AND #12 GAUGECOMMON WIRE.13. INSTALL A FLUSH VALVE IN A ROUND VALVE BOX AT THE END OF EACH ZONE TO ALLOWFOR PROPER WINTERIZATION OF IRRIGATION SYSTEM.14. IRRIGATION LINES CROSSING UNDER SIDEWALKS AND ANY PAVED AREA SHALL BEENCASED IN SCHEDULE 40 PVC SLEEVES WITH A MINIMUM 18-INCHES OF COVER.IRRIGATION LINES CROSSING UNDER ROADWAYS AND PARKING AREAS SHALL BEENCASED IN SLEEVES WITH A MINIMUM OF 36-INCHES OF COVER. CONFIRM DEPTH OFSLEEVES UNDER ROADWAY WITH CIVIL ENGINEER. SLEEVES SHALL BE 2 X DIAMETEROF THE AGGREGATE SIZE OF ALL PIPES IN THE SLEEVE.24. ALL OVERHEAD IRRIGATION HEADS SHALL BE LOCATED 12-INCHES FROMPAVING OR CURBS WHENEVER POSSIBLE. CONTRACTOR SHALL ADJUST ALLHEADS AS TO AVOID OVERSPRAY ONTO BUILDING, SIDEWALKS AND OTHERPATHS OF TRAVEL.25. INSTALL QUICK COUPLERS A MINIMUM OR 12-INCHES FROM PAVING ORCURBS WITH DOUBLE SWING ASSEMBLY ON SCHEDULE 80 PVC ELLS ANDNIPPLES. SUPPLY OWNER WITH 2 SETS OF QUICK COUPLER VALVE KEYS.26. IRRIGATION SYSTEM SHALL BE GUARANTEED / WARRANTY FOR 1 YEAR FROMDATE OF SUBSTANTIAL COMPLETION AGAINST ANY DEFECT OF MATERIAL ORWORKMANSHIP. THE CONTRACTOR SHALL REPAIR ANY WORK WITHIN 10WORKING DAYS DURING THE GUARANTEE PERIOD AT NO COST TO THEOWNER.27. THE CONTRACTOR TO PROVIDE AN INDEPENDENT IRRIGATION AUDIT ATSUBSTANTIAL COMPLETION. THE CONTRACTOR IS RESPONSIBLE TO PROVIDEAN IRRIGATION SYSTEM THAT COMPLIES WITH AGENCY REQUIREMENTS,BASED ON THE IRRIGATION DESIGN AND NECESSARY ADJUSTMENTSREQUIRED BY CONDITIONS IN THE FIELD.28. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF THE IRRIGATIONSPRINKLER SYSTEM SHOWING THE EXACT MEASURED AND DIMENSIONEDLOCATIONS OF ALL VALVES, WIRE SPLICES NOT IN A VALVE BOX, AND DRAINVALVES. TIE DIMENSIONS TO PERMANENT FEATURES SUCH AS STRUCTURES.SEE THIS SHEET FOR IRRIGATION NOTESSEE SHEET 15 FOR POC 1IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601" 20'CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:26:47 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL14BRUNDAGE LANE TO 1ST STREETIRRIGATION PLAN3210Project NorthTrue NorthSEE SHEET 19 FOR IRRIGATIONCONTROLLER INFORMATIONCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTSEE 14 of 45 SEE 16 OF 45 POC1LSA721.01"A811.51"A529.8112"6.5A61"A923.31"A1091"A1FS1BP1F34"1"34"1"34"1"112"1"34"112"34"34"34"1"1"34"34"112"34"34"1"34"1"34"34"112"34"34"1"1"34"112"34"34"34"112"34"34"34"1"34"112"2"34"2"2"212"2"212"120 CHESTERAVENUE122 CHESTERAVENUE124 CHESTERAVENUE126 CHESTERAVENUE130 CHESTERAVENUE175 CHESTERAVENUEEXISTING PLAYAREA147 CHESTERAVENUE133 CHESTERAVENUE131 CHESTERAVENUE1520 BRUNDAGEAVENUE2ND STREETCHESTER AVENUE2ND STREETSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRAIN BIRD RD-12-S-P30-F SQ SERIESSHRUB SPRAY, 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSUREREGULATION, SEAL-A-MATIC CHECK VALVE, AND FLOW-SHIELDTECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET.351 30HUNTER MP STRIP PROS-12-PRS30-CV-FSHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLEDCHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 30 PSI,MP ROTATOR NOZZLE ON PRS30 BODY.(ACCEPTABLE SUBSTITUTE: RAIN BIRD 1812-SAM-PRS-30)245HUNTER MP800SR PROS-12-PRS30-CV-FSHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, FLOGUARD,PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ONPRS30 BODY.(ACCEPTABLE SUBSTITUTE: RAIN BIRD 1812-SAM-PRS-30)8645RAIN BIRD RWS-B-C 1400 SERIESROOT WATERING SYSTEM WITH 4.0IN. DIAMETER X 36.0IN. LONGWITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECKVALVE. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM.14220SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PEB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION.1RAIN BIRD 44-LRCWITH TSJ-18 TRIPLE SWING JOINT5NIBCO T-113-KCLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSSHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4IN. - 3IN.22Q4H 4F2H 2F 4Q444LSRLST RSTSST800 A800 F1408140414021401IRRIGATION SCHEDULE POC1RAIN BIRD PESB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATERIRRIGATION APPLICATIONS.1FEBCO 825YA 2"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD UFS-2002IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLONBODY. OPERATING RANGE 1 GPM TO 200 GPM. SIZE FOR FLOWNOT ACCORDING TO PIPE SIZE.INSTALL WITH (IVM-SEN)1RAIN BIRD CLP05VBASC15 HP SUCTION BOOST MODEL. UP TO 53 PSI AND 120 GPM.1EZ-FLO FERTILIZING SYSTEMS EZ010-HCINSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTERTHE BACK FLOW PREVENTER. TANK CAPACITY: 10 GALLONSINSTALLED VALVE BOX: 36" X 24" X 24" (LXWXH)1STRONG BOX SBBC-45SS (BACKFLOW ENCLOSURE)SMOOTH TOUCH WITH V.I.T. POLAR BEARIER #PBB-45 SLIP ONINSULATED COVER.1POINT OF CONNECTION 2"1IRRIGATION LATERAL LINE: PVC SCHEDULE 407,159 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 40908.7 L.F.PIPE SLEEVE: PVC SCHEDULE 401,744 L.F.FS1BP1FA1#"#Valve NumberValve SizeValve FlowValve Callout#Generated:2024-04-19 17:57P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEPoint of Connection Size:2"Flow Available70.55 GPMPRESSURE AVAILABLEStatic Pressure at POC:50 PSIBooster Pump pressure provided:40 PSIPressure Available:90 PSIDESIGN ANALYSISMaximum Multi-valve Flow: 70.55 GPMFlow Available at POC:70.55 GPMResidual Flow Available:0 GPMCritical Station:A5 Design Pressure:45 PSI Friction Loss:7.61 PSI Fittings Loss:0.77 PSI Elevation Loss:0 PSI Loss through Valve:3.61 PSIPressure Req. at Critical Station: 57.0 PSILoss for Fittings:0.23 PSILoss for Main Line:2.25 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow:12.7 PSILoss for Master Valve:4.55 PSICritical Station Pressure at POC: 76.7 PSIPressure Available:90 PSIResidual Pressure Available: 13.3 PSICRITICAL ANALYSISSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISEE SHEET 14 FOR IRRIGATION NOTESSEE THIS SHEET FOR POC 1IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601" 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:27:29 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL151ST STREET TO 2ND STREETIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTSEE 15 OF 45 SEE 17 OF 45 LLSS9.5A11111.4A1212.5A1319.68A1413434341134341343434341343434134134"1"112"112"2"175 CHESTERAVENUE205 CHESTERAVENUE225 CHESTERAVENUE227 CHESTERAVENUE245 CHESTERAVENUE175 CHESTERAVENUE175 CHESTERAVENUE2ND STREETCHESTER AVENUE2ND STREETSEE SHEET 14 FOR IRRIGATION NOTESSEE SHEET 17 FOR POC 2IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:28:05 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL162ND STREET TO 3RD STREETIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTTSEE 18 of 45 SEE 16 of 45 LSLSA159.551"A169.51"18.9A171"9A181"2.5A191"12.4A201"B1FS2BP2F34"34"1"34"1"34"34"34"1"34"112"34"34"34"34"34"112"34"34"1"34"34"34"34"1"2"212"112"2"34"112"2"212"112"245 CHESTERAVENUE300 CHESTERAVENUE306 CHESTERAVENUE314 CHESTERAVENUE316 CHESTERAVENUE318 CHESTERAVENUE320 CHESTERAVENUE322 CHESTERAVENUE326 CHESTERAVENUE329 CHESTERAVENUE327 CHESTERAVENUE323 CHESTERAVENUE311 CHESTERAVENUE301 CHESTERAVENUE3RD STREETCHESTERPLACECHESTER AVENUE3RD STREETSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRAIN BIRD RD-12-S-P30-F SQ SERIESSHRUB SPRAY, 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSUREREGULATION, SEAL-A-MATIC CHECK VALVE, AND FLOW-SHIELDTECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET.236 30HUNTER MP STRIP PROS-12-PRS30-CV-FSHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLEDCHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 30 PSI,MP ROTATOR NOZZLE ON PRS30 BODY.(ACCEPTABLE SUBSTITUTE: RAIN BIRD 1812-SAM-PRS-30)845HUNTER MP800SR PROS-12-PRS30-CV-FSHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, FLOGUARD,PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ONPRS30 BODY.(ACCEPTABLE SUBSTITUTE: RAIN BIRD 1812-SAM-PRS-30)6245RAIN BIRD RWS-B-C 1400 SERIESROOT WATERING SYSTEM WITH 4.0IN. DIAMETER X 36.0IN. LONGWITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECKVALVE. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM.164 20SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PEB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION.1RAIN BIRD 44-LRCWITH TSJ-18 TRIPLE SWING JOINT72Q4H 4F2H 2F 4Q444LSRLST RSTSST800 A800 F1408140414021401IRRIGATION SCHEDULE POC2NIBCO T-113-KCLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSSHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4IN. - 3IN.2RAIN BIRD PESB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATERIRRIGATION APPLICATIONS.1FEBCO 825YA 2"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD UFS-2002IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLONBODY. OPERATING RANGE 1 GPM TO 200 GPM. SIZE FOR FLOWNOT ACCORDING TO PIPE SIZE.INSTALL WITH (IVM-SEN)1RAIN BIRD CLP05VBASC15 HP SUCTION BOOST MODEL. UP TO 53 PSI AND 120 GPM.1EZ-FLO FERTILIZING SYSTEMS EZ010-HCINSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTERTHE BACK FLOW PREVENTER. TANK CAPACITY: 10 GALLONSINSTALLED VALVE BOX: 36" X 24" X 24" (LXWXH)1STRONG BOX SBBC-45SS (BACKFLOW ENCLOSURE)SMOOTH TOUCH WITH V.I.T. POLAR BEARIER #PBB-45 SLIP ONINSULATED COVER.1POINT OF CONNECTION 2"1FS2BP2FB1Generated:2024-04-19 17:59P.O.C. NUMBER: 02Water Source Information:FLOW AVAILABLEPoint of Connection Size:2"Flow Available70.55 GPMPRESSURE AVAILABLEStatic Pressure at POC:50 PSIBooster Pump pressure provided:40 PSIPressure Available:90 PSIDESIGN ANALYSISMaximum Multi-valve Flow: 70.55 GPMFlow Available at POC:70.55 GPMResidual Flow Available:0 GPMCritical Station:A14 Design Pressure:45 PSI Friction Loss:1.66 PSI Fittings Loss:0.16 PSI Elevation Loss:0 PSI Loss through Valve:1.79 PSIPressure Req. at Critical Station: 48.6 PSILoss for Fittings:0.44 PSILoss for Main Line:4.35 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow:12.7 PSILoss for Master Valve:4.55 PSICritical Station Pressure at POC: 70.6 PSIPressure Available:90 PSIResidual Pressure Available: 19.4 PSICRITICAL ANALYSISIRRIGATION LATERAL LINE: PVC SCHEDULE 405,227 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 401,656 L.F.PIPE SLEEVE: PVC SCHEDULE 403,682 L.F.#"#Valve NumberValve SizeValve FlowValve Callout#SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISEE SHEET 14 FOR IRRIGATION NOTESSEE THIS SHEET FOR POC 2IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601" 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:28:40 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL173RD STREET TO CHESTER PLACEIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTTTTSEE 17 of 45 SEE 19 of 45 SLA212.51A223.251A235.691A245.51A2511.21A2651A277.731A282.51A296.5118.9A301343434343413434343434134343434343413434112343413411234"1"1"112"34"1"34"1"112"112"112"2"212"354/364 CHESTERAVENUE1431/1455 4THSTREET400 CHESTERAVENUE406 CHESTERAVENUE422 CHESTERAVENUE408 CHESTERAVENUE426 CHESTERAVENUE428 CHESTERAVENUE430 CHESTERAVENUE501 CHESTERAVENUE407 CHESTERAVENUE401 CHESTERAVENUE4TH STREET5TH STREETCHESTER AVENUE4TH STREET5TH STREETSEE SHEET 14 FOR IRRIGATION NOTESSEE SHEET 19 FOR POC 3IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:29:09 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL184TH STREET TO 5TH STREETIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTTTTSEE 20 OF 45 SEE 18 OF 45 LSSLA336.51"A3415.91"6.25A311"23.2A321"A3517.71"A364.51"A374.51"A3815.91"C1FS3BP3FA34"34"34"1"1"34"112"34"34"34"1"34"34"1"1"112"34"34"34"34"1"1"1"112"34"34"34"34"1"34"1"34"112"34"112"3"34"112"3"4"112"212"3"4"529 CHESTERAVENUE601 CHESTERAVENUE615 CHESTERAVENUE609 CHESTERAVENUE604 CHESTERAVENUE620 CHESTERAVENUE528 CHESTERAVENUE526 CHESTERAVENUE522 CHESTERAVENUE6TH STREETCHESTER AVENUE6TH STREETSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRAIN BIRD RD-12-S-P30-F SQ SERIESSHRUB SPRAY, 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSUREREGULATION, SEAL-A-MATIC CHECK VALVE, AND FLOW-SHIELDTECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET.62030HUNTER MP STRIP PROS-12-PRS30-CV-FSHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLEDCHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 30 PSI,MP ROTATOR NOZZLE ON PRS30 BODY.(ACCEPTABLE SUBSTITUTE: RAIN BIRD 1812-SAM-PRS-30)645HUNTER MP800SR PROS-12-PRS30-CV-FSHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, FLOGUARD,PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ONPRS30 BODY.(ACCEPTABLE SUBSTITUTE: RAIN BIRD 1812-SAM-PRS-30)13745RAIN BIRD RWS-B-C 1400 SERIESROOT WATERING SYSTEM WITH 4.0IN. DIAMETER X 36.0IN. LONGWITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECKVALVE. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM.21620SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PEB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION.1RAIN BIRD 44-LRCWITH TSJ-18 TRIPLE SWING JOINT9NIBCO T-113-KCLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSSHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4IN. - 3IN.22Q4H 4F2H 2F 4Q444LSRLST RSTSST800 A800 F1408140414021401IRRIGATION SCHEDULE POC3RAIN BIRD PESB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATERIRRIGATION APPLICATIONS.1FEBCO 825YA 2"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD ESPLXIVMP240 STATION, 2-WIRE CONTROLLER W/ SMART VALVETECHNOLOGY. (1) ESPLXIVMP 240-STATION, INDOOR/OUTDOOR,PLASTIC WALL-MOUNT ENCLOSURE. SYSTEM REQUIREMENTS:RAIN BIRD LXIVM-XXX - INTEGRATED VALVE MODULES & 2-WIREDEVICES. USE PAIGE ELECTRIC CABLE P7072D & RAIN BIRD WC20DRY SPLICES ONLY. GROUND SYSTEM W/ (X) LXIVMSD SURGEDEVICE IN RAIN BIRD ROUND VALVE BOXES. INSTALL PERMANUFACTURERS RECOMMENDATIONS.CSA - TWO WIRE ASSEMBLY (POWER BOX, TERMINAL BOARD &WIRING HARNESS), KCPGR-LX OR PAIGE 7345D GROUNDING,RAIN BIRD IQ - NETWORK COMMUNICATION CARTRIDGE CELL(RB9IQ4614B WITH EXTERNAL ANTENNA) + 2 YEARS SERVICE.KCPGR-LX OR PAIGE P7345D - GROUNDING (ROD, CLAMP ANDWIRE) INSTALLED EVERY 500' ALONG THE TWO-WIRE PATHALONG WITH RAIN BIRD IVM-SD SURGE MODULE INSTALLED IN 9"ROUND BOX.CONTROLLER ENCLOSURE: 22-VIT TOP LOAD 22 SS ENCLOSUREW/RAIN SENSOR (HUNTER MINI CLIK) & SS GUARD (VIT RGVRSS)1RAIN BIRD UFS-2002IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLONBODY. OPERATING RANGE 1 GPM TO 200 GPM. SIZE FOR FLOWNOT ACCORDING TO PIPE SIZE.INSTALL WITH (IVM-SEN)1AFS3RAIN BIRD CLP05VBASC15 HP SUCTION BOOST MODEL. UP TO 53 PSI AND 120 GPM.1EZ-FLO FERTILIZING SYSTEMS EZ010-HCINSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTERTHE BACK FLOW PREVENTER. TANK CAPACITY: 10 GALLONSINSTALLED VALVE BOX: 36" X 24" X 24" (LXWXH)1STRONG BOX SBBC-45SS (BACKFLOW ENCLOSURE)SMOOTH TOUCH WITH V.I.T. POLAR BEARIER #PBB-45 SLIP ONINSULATED COVER.1POINT OF CONNECTION 3"1IRRIGATION LATERAL LINE: PVC SCHEDULE 4011,068 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 401,994 L.F.PIPE SLEEVE: PVC SCHEDULE 403,265 L.F.BP3FC1#"#Valve NumberValve SizeValve FlowValve Callout#Generated:2024-04-19 18:00P.O.C. NUMBER: 03Water Source Information:FLOW AVAILABLEPoint of Connection Size:3"Flow Available155.34 GPMPRESSURE AVAILABLEStatic Pressure at POC:50 PSIBooster Pump pressure provided:40 PSIPressure Available:90 PSIDESIGN ANALYSISMaximum Multi-valve Flow: 155.34 GPMFlow Available at POC:155.34 GPMResidual Flow Available:0 GPMCritical Station:A40 Design Pressure:45 PSI Friction Loss:4.87 PSI Fittings Loss:0.48 PSI Elevation Loss:0 PSI Loss through Valve:3.27 PSIPressure Req. at Critical Station: 53.6 PSILoss for Fittings:0.51 PSILoss for Main Line:5.14 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow:13.3 PSILoss for Master Valve:12.6 PSICritical Station Pressure at POC: 85.2 PSIPressure Available:90 PSIResidual Pressure Available: 4.83 PSICRITICAL ANALYSISSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISEE SHEET 14 FOR IRRIGATION NOTESSEE THIS SHEET FOR POC 3IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601" 20'CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:29:41 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL196TH STREET TO 7TH STREETIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTT TTTSEE 19 OF 45 CHESTER AVENUESEE 21 OF 45 LA396.51A4021.41A4171A4218.71A4312.41A444.51A4516.41A4631A4741A4814.81D1FS4BP4F34134134112343434341112343413434341343411234343413434343411111234341341123434"1"112"112"2"2"212"112"212"34"112"212"700 CHESTERAVENUE810 CHESTERAVENUE809 CHESTERAVENUE807 CHESTERAVENUE801 CHESTERAVENUE731 CHESTERAVENUE701 CHESTERAVENUE7TH STREET8TH STREETCHESTER AVENUE7TH STREET8TH STREETSEE SHEET 14 FOR IRRIGATION NOTESSEE SHEET 21 FOR POC 4IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:30:26 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL207TH STREET TO 8TH STREETIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 TTTTTTTTSEE 22 OF 45 SEE 20 OF 45 LSSA496.51"19.3A501"A5116.61"A524.51"5A531"18.3A541"34"34"1"34"34"1"34"34"1"34"34"112"34"34"1"34"34"1"112"34"34"34"34"1"34"34"34"1"1"112"34"34"1"34"34"1"212"34"112"112"212"828 CHESTERAVENUE900 CHESTERAVENUE910 CHESTERAVENUE920 CHESTERAVENUE1010 CHESTERAVENUE1002 CHESTERAVENUE1011 CHESTERAVENUE931 CHESTERAVENUE925 CHESTERAVENUE917 CHESTERAVENUE911 CHESTERAVENUE909 CHESTERAVENUE907 CHESTERAVENUE827 CHESTERAVENUE9TH STREET10TH STREETCHESTER AVENUE9TH STREET10TH STREETSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRAIN BIRD RD-12-S-P30-F SQ SERIESSHRUB SPRAY, 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSUREREGULATION, SEAL-A-MATIC CHECK VALVE, AND FLOW-SHIELDTECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET.543 30HUNTER MP STRIP PROS-12-PRS30-CV-FSHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLEDCHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 30 PSI,MP ROTATOR NOZZLE ON PRS30 BODY.(ACCEPTABLE SUBSTITUTE: RAIN BIRD 1812-SAM-PRS-30)445HUNTER MP800SR PROS-12-PRS30-CV-FSHRUB ROTATOR, 12IN. POP-UP WITH CHECK VALVE, FLOGUARD,PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ONPRS30 BODY.(ACCEPTABLE SUBSTITUTE: RAIN BIRD 1812-SAM-PRS-30)8745RAIN BIRD RWS-B-C 1400 SERIESROOT WATERING SYSTEM WITH 4.0IN. DIAMETER X 36.0IN. LONGWITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECKVALVE. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM.158 20SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PEB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION.1RAIN BIRD 44-LRCWITH TSJ-18 TRIPLE SWING JOINT82Q4H 4F2H 2F 4Q444LSRLST RSTSST800 A800 F1408140414021401IRRIGATION SCHEDULE POC4NIBCO T-113-KCLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSSHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4IN. - 3IN.2RAIN BIRD PESB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATERIRRIGATION APPLICATIONS.1FEBCO 825YA 2"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD UFS-2002IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLONBODY. OPERATING RANGE 1 GPM TO 200 GPM. SIZE FOR FLOWNOT ACCORDING TO PIPE SIZE.INSTALL WITH (IVM-SEN)1RAIN BIRD CLP05VBASC15 HP SUCTION BOOST MODEL. UP TO 53 PSI AND 120 GPM.1EZ-FLO FERTILIZING SYSTEMS EZ010-HCINSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTERTHE BACK FLOW PREVENTER. TANK CAPACITY: 10 GALLONSINSTALLED VALVE BOX: 36" X 24" X 24" (LXWXH)1FS4BP4FGenerated:2024-04-19 18:01P.O.C. NUMBER: 04Water Source Information:FLOW AVAILABLEPoint of Connection Size:2"Flow Available70.55 GPMPRESSURE AVAILABLEStatic Pressure at POC:50 PSIBooster Pump pressure provided:40 PSIPressure Available:90 PSIDESIGN ANALYSISMaximum Multi-valve Flow: 70.55 GPMFlow Available at POC:70.55 GPMResidual Flow Available:0 GPMCritical Station:A61 Design Pressure:45 PSI Friction Loss:1.62 PSI Fittings Loss:0.18 PSI Elevation Loss:0 PSI Loss through Valve:1.79 PSIPressure Req. at Critical Station: 48.6 PSILoss for Fittings:1.82 PSILoss for Main Line:18.2 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow:12.7 PSILoss for Master Valve:4.55 PSICritical Station Pressure at POC: 85.8 PSIPressure Available:90 PSIResidual Pressure Available: 4.18 PSICRITICAL ANALYSISSTRONG BOX SBBC-45SS (BACKFLOW ENCLOSURE)SMOOTH TOUCH WITH V.I.T. POLAR BEARIER #PBB-45 SLIP ONINSULATED COVER.1POINT OF CONNECTION 2"1IRRIGATION LATERAL LINE: PVC SCHEDULE 408,663 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 401,501 L.F.PIPE SLEEVE: PVC SCHEDULE 402,538 L.F.D1#"#Valve NumberValve SizeValve FlowValve Callout#SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISEE SHEET 14 FOR IRRIGATION NOTESSEE THIS SHEET FOR POC 4IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601" 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:31:00 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL219TH STREET TO 10TH STREETIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 T TTTSEE 21 OF 45 SEE 23 OF 45A555.51A5619.516A57124.7A581A5910.91A604.51A619.58134343411341123434341341341123411123434134134343434134"1"112"112"2"34"112"2"112"1015 CHESTERAVENUE1017 CHESTERAVENUE1025 CHESTERAVENUE1033 CHESTERAVENUE1101 CHESTERAVENUE1115 CHESTERAVENUE1501 CHESTERAVENUE1100 CHESTERAVENUE1030 CHESTERAVENUE11TH STREETCALIFORNIAAVENUECHESTER AVENUE11TH STREETCALIFORNIAAVENUESEE SHEET 14 FOR IRRIGATION NOTESSEE SHEET 21 FOR POC 4IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:31:53 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL2211TH STREET TO CALIFORNIA AVENUEIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 *TSEE 24 OF 45 SEE 22 OF 45 A621.971"A6341"A644.881"A6531"A6771"A6818.61"A703.51"A7114.41"5.5A721"11.9A731"E1FS5BP5F5555555555555555555555555555555555555555555555555555555555555555555555A6615.21"A699.21"15.0A741"34"34"34"34"34"1"1"112"112"34"34"112"34"34"1"34"34"34"34"112"34"34"1"34"1"112"34"112"112"2"34"112"112"2"34"112"212"2"112"34"212"34"1204 CHESTERAVENUE1222 CHESTERAVENUE1232 CHESTERAVENUE1234 CHESTERAVENUE1300 CHESTERAVENUE1304 CHESTERAVENUE1308 CHESTERAVENUE1301 CHESTERAVENUE1227 CHESTERAVENUE1211 CHESTERAVENUE1207 CHESTERAVENUE13TH STREETCHESTER AVENUECHESTER AVENUE CROSSOVERFEBCO 825YA 2"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD UFS-2002IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLONBODY. OPERATING RANGE 1 GPM TO 200 GPM. SIZE FOR FLOWNOT ACCORDING TO PIPE SIZE.INSTALL WITH (IVM-SEN)1RAIN BIRD CLP05VBASC15 HP SUCTION BOOST MODEL. UP TO 53 PSI AND 120 GPM.1EZ-FLO FERTILIZING SYSTEMS EZ010-HCINSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTERTHE BACK FLOW PREVENTER. TANK CAPACITY: 10 GALLONSINSTALLED VALVE BOX: 36" X 24" X 24" (LXWXH)1STRONG BOX SBBC-45SS (BACKFLOW ENCLOSURE)SMOOTH TOUCH WITH V.I.T. POLAR BEARIER #PBB-45 SLIP ONINSULATED COVER.1POINT OF CONNECTION 2"1IRRIGATION LATERAL LINE: PVC SCHEDULE 403,674 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 40959.7 L.F.PIPE SLEEVE: PVC SCHEDULE 401,089 L.F.FS5BP5FE1#"#Valve NumberValve SizeValve FlowValve Callout#SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRAIN BIRD RD-12-S-P30-F SQ SERIESSHRUB SPRAY, 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSUREREGULATION, SEAL-A-MATIC CHECK VALVE, AND FLOW-SHIELDTECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET.361 30RAIN BIRD RD-12-S-P30-F 5 SERIES MPRSHRUB SPRAY, 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSUREREGULATION, SEAL-A-MATIC CHECK VALVE, AND FLOW-SHIELDTECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET.134 30RAIN BIRD RWS-B-C 1400 SERIESROOT WATERING SYSTEM WITH 4.0IN. DIAMETER X 36.0IN. LONGWITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECKVALVE. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM.9220SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PEB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION.1RAIN BIRD 44-LRCWITH TSJ-18 TRIPLE SWING JOINT5NIBCO T-113-KCLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSSHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4IN. - 3IN.2RAIN BIRD PESB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATERIRRIGATION APPLICATIONS.12Q4H 4F2H 2F 4Q444Q H F5551408140414021401IRRIGATION SCHEDULE POC5Generated:2024-04-19 18:02P.O.C. NUMBER: 05Water Source Information:FLOW AVAILABLEPoint of Connection Size:2"Flow Available70.55 GPMPRESSURE AVAILABLEStatic Pressure at POC:50 PSIBooster Pump pressure provided:40 PSIPressure Available:90 PSIDESIGN ANALYSISMaximum Multi-valve Flow: 70.55 GPMFlow Available at POC:70.55 GPMResidual Flow Available:0 GPMCritical Station:A74 Design Pressure:30 PSI Friction Loss:4.45 PSI Fittings Loss:0.44 PSI Elevation Loss:0 PSI Loss through Valve:2.35 PSIPressure Req. at Critical Station: 37.2 PSILoss for Fittings:0.76 PSILoss for Main Line:7.64 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow:12.7 PSILoss for Master Valve:4.55 PSICritical Station Pressure at POC: 62.9 PSIPressure Available:90 PSIResidual Pressure Available: 27.1 PSICRITICAL ANALYSISSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISEE SHEET 14 FOR IRRIGATION NOTESSEE THIS SHEET FOR POC 5IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601" 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:32:23 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL23CALIFORNIA AVENUE TO 13TH STREETIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 SEE 23 OF 45 SEE 25 of 45 55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555510A75111.4A76134343413411341112341111234111121"112"2"212"1400 CHESTERAVENUE1440 CHESTERAVENUE1415 TRUXTUNAVENUECHESTER AVENUESEE SHEET 14 FOR IRRIGATION NOTESSEE SHEET 23 FOR POC 5IRRIGATION LEGENDSEE SHEET 25 FOR POC 6IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:32:54 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL24CHESTER AVE CROSSOVER & TRAIN BRIDGEIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 T SEE 24 of 4510.8A771"4A781"16.3A791"5A801"F1FS6BP6FA8114.71"34"34"1"34"1"112"34"112"34"34"1"1"112"112"34"112"112"2"34"1"112"112"212"1415 TRUXTUNAVENUETRUXTUN AVENUECHESTER AVENUESYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRAIN BIRD RD-12-S-P30-F SQ SERIESSHRUB SPRAY, 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSUREREGULATION, SEAL-A-MATIC CHECK VALVE, AND FLOW-SHIELDTECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET.27730RAIN BIRD RD-12-S-P30-F 5 SERIES MPRSHRUB SPRAY, 12IN. POP-UP, WITH 30 PSI IN-STEM PRESSUREREGULATION, SEAL-A-MATIC CHECK VALVE, AND FLOW-SHIELDTECHNOLOGY. 1/2IN. NPT FEMALE THREADED INLET.5430RAIN BIRD RWS-B-C 1400 SERIESROOT WATERING SYSTEM WITH 4.0IN. DIAMETER X 36.0IN. LONGWITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECKVALVE. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM.3620SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PEB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION.1RAIN BIRD 44-LRCWITH TSJ-18 TRIPLE SWING JOINT2NIBCO T-113-KCLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSSHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4IN. - 3IN.2RAIN BIRD PESB-IVM 2"1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATERIRRIGATION APPLICATIONS.12Q4H 4F2H 2F 4Q444Q H F5551408140414021401IRRIGATION SCHEDULE POC6FEBCO 825YA 2"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD UFS-2002IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLONBODY. OPERATING RANGE 1 GPM TO 200 GPM. SIZE FOR FLOWNOT ACCORDING TO PIPE SIZE.INSTALL WITH (IVM-SEN)1RAIN BIRD CLP05VBASC15 HP SUCTION BOOST MODEL. UP TO 53 PSI AND 120 GPM.1EZ-FLO FERTILIZING SYSTEMS EZ010-HCINSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTERTHE BACK FLOW PREVENTER. TANK CAPACITY: 10 GALLONSINSTALLED VALVE BOX: 36" X 24" X 24" (LXWXH)1STRONG BOX SBBC-45SS (BACKFLOW ENCLOSURE)SMOOTH TOUCH WITH V.I.T. POLAR BEARIER #PBB-45 SLIP ONINSULATED COVER.1POINT OF CONNECTION 2"1IRRIGATION LATERAL LINE: PVC SCHEDULE 401,802 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 40355.4 L.F.PIPE SLEEVE: PVC SCHEDULE 40276.1 L.F.FS6BP6FF1#"#Valve NumberValve SizeValve FlowValve Callout#Generated:2024-04-19 18:02P.O.C. NUMBER: 06Water Source Information:FLOW AVAILABLEPoint of Connection Size:2"Flow Available70.55 GPMPRESSURE AVAILABLEStatic Pressure at POC:50 PSIBooster Pump pressure provided:40 PSIPressure Available:90 PSIDESIGN ANALYSISMaximum Multi-valve Flow: 70.55 GPMFlow Available at POC:70.55 GPMResidual Flow Available:0 GPMCritical Station:A81 Design Pressure:30 PSI Friction Loss:4.67 PSI Fittings Loss:0.47 PSI Elevation Loss:0 PSI Loss through Valve:2.32 PSIPressure Req. at Critical Station: 37.4 PSILoss for Fittings:0.31 PSILoss for Main Line:3.12 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow:12.7 PSILoss for Master Valve:4.55 PSICritical Station Pressure at POC: 58.1 PSIPressure Available:90 PSIResidual Pressure Available: 31.9 PSICRITICAL ANALYSISSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSISEE SHEET 14 FOR IRRIGATION NOTESSEE THIS SHEET FOR POC 6IRRIGATION LEGENDSEE SHEETS 27 & 28 FOR IRRIGATIONDETAILS0SCALE: feet2040601" 20 CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: C:\bms\ibi\jennifer moore\d0242194\127088L Irrigation.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:33:27 PM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL252ND STREET TO 3RD STREETIRRIGATION PLAN3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 DRIPLINEUNDISTURBED VEGETATION INCLUDING TREES, SAPLINGSSHRUBS, GRASSES AND SOILAREA TO BE PROTECTED48" HIGH ORANGE CONSTRUCTION FENCESTEEL T-BAR48"EXISTING GRADESECTION1. TREE PROTECTION ZONES ARE CREATED TO PROTECT THE ROOTS, TRUNKS AND BRANCHES DURING DEVELOPMENT, AS WELL AS THE UNDERSTOREY AND GROUNDCOVERS.2. FENCES SHALL BE LOCATED AT 360 DEGREES AROUND THE PERIMETER OF INDIVIDUAL OR CLUSTERED TREES UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT.3. AREAS WITHIN THE TREE PROTECTION ZONE SHALL NOT BE USED FOR THE STORAGE OF BUILDING MATERIALS, STRUCTURES OR EQUIPMENT.4. THIS TREE PROTECTION ZONE SHALL BE COMPLETED PRIOR TO THE COMMENCEMENT OF SITE CLEARANCE, DEMOLITION, OR ANY TYPE OF CONSTRUCTION.5. SURPLUS SOIL, EQUIPMENT, VEHICLES, TOOLS, DEBRIS OR MATERIALS SHALL NOT BE PLACED OVER THE ROOT SYSTEMS OF THE TREES WITHIN THE TREE PROTECTION ZONE. NOCONTAMINANTS SHALL BE DUMPED OR FLUSHED WHERE FEEDER ROOTS OF TREES EXIST.6. TREE ROOTS TYPICALLY SPREAD WELL BEYOND THE DRIPLINE OF TREES, UP TO 3.5 TIMES THE DRIPLINE RADIUS, AND ARE LOCATED PREDOMINANTLY IN THE TOP 30CM OF SOIL.AS THIS AREA IS NOT PROTECTED, ACTIVITY SHOULD BE KEPT TO A MINIMUM TO PREVENT ROOT DAMAGE AND SOIL COMPACTION. WHERE ROOT SYSTEMS OF TREES AREEXPOSED OR DAMAGED BY CONSTRUCTION WORK, THE TOWN MUST BE ADVISED FIRST BEFORE THE ROOTS ARE TRIMMED NEATLY AND THE AREA BACK-FILLED WITH TOPSOIL.7. EQUIPMENT SHALL NOT COMPACT SOIL OVER THE ROOT ZONE OF EXISTING TREES. TO AVOID DAMAGE TO TREES THAT AREA TO BE PROTECTED, ACCESS ROUTES MUST BEESTABLISHED AWAY FROM PROTECTED AREAS. ALL ACCESS ROUTES REGARDLESS OF HOW TEMPORARY, MUST BE IDENTIFIED AND APPROVED BY THE CITY.8. WRITTEN PERMISSION MUST BE OBTAINED FROM THE CITY PRIOR TO COMMENCING WORK SUCH AS TUNNELING, TORPEDOING, DIGGING OR TRENCHING WITHIN THE DRIPLINE OFANY TREE TO MINIMIZE ROOT INJURY AND AVOID SOIL COMPACTION.8. WHEREVER POSSIBLE AVOID CUTTING SURFACE ROOTS. DURING EXCAVATION IF ROOT CUTS ARE NECESSARY, IT SHOULD BE DONE QUICKLY, MAKING FLUSH CUTS WHILESUPERVISED BY A CERTIFIED ARBORIST. THE ROOTS SHALL BE BACKFILLED AND WATERED BEFORE THEY HAVE A CHANCE TO DRY OUT. WHERE ROOTS REQUIRE REMOVAL,THERE MAY BE A SUBSEQUENT DECLINE WITHIN THE TREE CANOPY. BRANCHES SHOULD ONLY BE REMOVED IF DIEBACK OCCURS.9. NO CABLES, ROPES SHALL BE WRAPPED AROUND OR INSTALLED IN OR ON ANY TREE THAT IS TO REMAIN AFTER CONSTRUCTION. NOR SHALL IT HAVE SIGNS OR FENCES NAILED TOIT, OR SURVEY MARKINGS OR PAINT APPLIED TO IT.10. ALL VEGETATION WITHIN THE TREE PROTECTION ZONE, INCLUDING TREES, SHRUBS, GRASSES ARE TO BE WATERED, AND MAINTAINED TO AN ACCEPTABLE LEVEL AS REQUIRED.11. THE CITY MUST BE NOTIFIED IMMEDIATELY WHEN ANY MUNICIPALLY OWNED TREE IS INJURED OR DESTROYED DURING CONSTRUCTION OR DEVELOPMENT.TREE PRESERVATION NOTES:24" MIN30" MIN.COMPACTED SUBGRADE1.5% to 2%18"6"3" MULCH LAYERGRADING OF PLANTING AREA PERCIVIL PLANS6"CONCRETE SIDEWALK (4" MIN.)NOTES:1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE APPLICABLE SECTION OF THE SPECIFICATIONS ENTITLED 'STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, HEREAFTER KNOWN AS "STANDARD SPECIFICATIONS", CURRENT CITY APPROVEDEDITION.2. A CURRENT STREET PERMIT ISSUED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT MUST ACCOMPANY ALL WORK WITHIN THE CITYRIGHT-OF-WAY.3. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR MINOR CONCRETE (MIN. CEMENT CONTENT OF 505LB/CU YD). SLUMP SHALL BE BETWEEN 2.5" - 5.5". CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR APPROVAL IS OBTAINED FROM THE CITYENGINEER.4. TIMBER FORMS SHALL BE SURFACED ON THE SIDE PLACED NEXT TO THE CONCRETE AND SHALL NOT BE LESS THAN 1.5" THICK AFTER BEINGSURFACED. FORMS AND SUBGRADE SHALL BE WETTED IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE.5. STANDARD CONCRETE SURFACES SHALL BE TROWELED SMOOTH, EDGED AND THEN GIVEN A LIGHT BROOM FINISH. IMMEDIATELY AFTER FINISHING,ALL EXPOSED SURFACES SHALL RECEIVE A COMPLETE, UNIFORM COATING OF WHITE PIGMENTED CURING COMPOUND CONFORMING TO THESTANDARD SPECIFICATIONS. CONCRETE SURFACE SHALL BE KEPT MOIST UNTIL THE CURING COMPOUND IS APPLIED.6. ALL CONCRETE TO BE 3,600 PSI @ 28 DAYS, 5 TO 8% AIR ENTRAINMENT.7. PAYMENT - REFER TO STANDARD SPECIFICATIONS.PLANTING SOIL& DEPTH PERCITY OFBAKERSFIELDSTANDARDSSTANDARD CURB ANDGUTTER (TYPE B)18" CONCRETEMAINTENANCE BAND4" THICKNESS12"6" CONCRETE CURBTYPICAL 18" WIDECONCRETE MAINTENANCEBAND - 6" DEPTH18"6"PLANTING AREA·3" MULCH·PLANTING SOIL PERCITY OF BAKERSFIELDSTANDARDS6" RAISED CURB WITH 8"WIDE DRAINAGE INLETSSPACED 5' O.C. MAXCONCRETE SIDEWALK5' O.C.8" TYP.VARIES - SEE STREETSCAPE PLAN 5' OR 8' REFER TOSTREETSCAPE PLANSSTANDARD CURBAND GUTTERTyp. Ground Cover Layout3Typical Tree and Shrub Planting2Median Planting Section4N.T.S.N.T.S.Tree Preservation1N.T.S.N.T.S.NOT APPLICABLENOT APPLICABLENOT APPLICABLE18" Wide Std. Concrete MaintenanceStrip - 4" thickness.GENERAL PLANTING NOTES:REFER TOSTATE OF CALIFORNIA DOT STANDARDSPECIFICATIONS & CITY OF BAKERSFIELDSP08-20-01 FOR PLANTINGSPECIFICATIONS.MULCHMULCH SHALL BE APPLIED TO ALLPLANTING AREAS IN A 3" LAYER.MULCH SHALL BE SHREDDEDREDWOOD, FREE OF PESTS ANDWEEDS. PAYMENT PER STANDARDSPECIFICATIONSTREE PROTECTIONSEE DETAIL 1SHEET 2 & SP08-20-01PAYMENT PER STANDARDSPECIFICATIONS. TREE PROTECTIONFENCE MAY BE RE-PURPOSED ASCONSTRUCTION PROGRESSES ALONGTHE CORRIDOR.18" WIDE CONCRETE MAINTENANCE BANDMAINTENANCE BAND SHALL BE INSTALLEDBETWEEN CURB AND AND PLANTINGAREA AND SHALL BE " THICKNESSTYPICAL " THICKNESS AT BIOSWALES.CONCRETE SHALL MEET STANDARDSPECIFICATIONS. PAYMENT PERSTANDARD SPECIFICATIONS.Typical Boulevard Planting Area Section & Notes 53/4" = 1'-0"Typical Boulevard Planting Area Plan61/2" = 1'-0"CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: M:\127088_Downtown_\7.0_Production\7.03_Design\05_Landscape\Content\2 - Detailed Design - Chester Avenue\Sheets\127088L Details.dwg Last Saved: April 25, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 8:27:47 AM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENT-XQH 0 202ASULO 2 202537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL26PAVING DETAILSSTREETSCAPE IMPROVEMENTS3210CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 Elec. Conduit, Trenching, Sleeving, & Backfill2Piping, Trenching and Backfilling11. THIS PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF WATERRESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) AND ANY OTHERAPPLICABLE STATE AND LOCAL REGULATION. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCEWITH THESE REQUIREMENTS.2. REFER TO SHEET 26 FOR MWELO CALCULATIONS AND SHEET 13 FOR PROJECT PLANT SCHEDULEWITH QUANTITIES AND HYDROZONES.3. REFER TO SHEETS 14 TO 25 OF 45 FOR IRRIGATION HEAD LEGEND AND IRRIGATION EQUIPMENTLEGEND AND QUANTITIES.4. REFER TO STANDARD SPECIFICATIONS AND CITY OF BAKERSFIELD SPECIAL PROVISION 8-20-01.NOTES:Thrust Blocks3Potable Water Protection4Remote Control Valves5Top Mount SS Controller Enclosure6Various Irrigation Heads7CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: M:\127088_Downtown_\7.0_Production\7.03_Design\05_Landscape\Content\2 - Detailed Design - Chester Avenue\Sheets\127088L Details.dwg Last Saved: April 25, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 8:27:19 AM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL27IRRIGATION DETAILSSTREETSCAPE IMPROVEMENTS3210CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 Gate Valve with Box2Quick Coupling Valve1Master Valve and Flow Sensor3Backflow Enclosure4Irrigation Controller Grounding Details5N.T.S.4"4"CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: M:\127088_Downtown_\7.0_Production\7.03_Design\05_Landscape\Content\2 - Detailed Design - Chester Avenue\Sheets\127088L Details.dwg Last Saved: April 25, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 8:26:57 AM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL28IRRIGATION DETAILSSTREETSCAPE IMPROVEMENTS3210CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 SAWCUTSEQ. SP., TYP.SEE NOTEBELOWLIGHT BROOM FINISH CONCRETE WITH 12" SAWCUT JOINTSPROPERTY LINE OR BUILDING FACEREFER TO STREETSCAPE PLANSEXPOSED AGGREGATE CONCRETE - WIDTH VARIES. SCOPE OF WORK ENDS AT PROPERTY LINE OR BUILDING FACE.REFER TO STREETSCAPE PLANS7' OR 8'REFER TOSTREETSCAPEPLANS TYPICAL CURB & GUTTER (TYP B) - REFER TO CIVIL PLANS*"SAWCUTS" SHALL BE SPACED 60" O.C. TYPICAL FOR 8' WIDE SIDEWALKS. 50" O.C. FOR 7' WIDE SIDEWALKS. THIS CADENCE VARIES FROMTHE CITY OF BAKERSFIELD STANDARD AS A SPECIAL TREATMENT TO CREATE A SPECIFIC RHYTHM FOR THE SIDEWALK. ALTERNATEWEAKENED PLANE JOINT, 2.0" DEEP WITH SCORE MARKS 0.25" DEEP TO ADHERE TO THE CITY STANDARD MAXIMUM SPACING.5' TO 8'7' TO 8'FURNITUREZONEPEDESTRIAN ZONEBUILDINGZONEVARIES 5' OR 8'REFER TOSTREETSCAPEPLANS 4x8 PAVERS - OFFSET RUNNING BOND - CUSTOM BAKERSFIELD PATTERNREFER TO CITY OF BAKERSFIELD STANDARD DETAIL ST-5 FOR ATTACHED SIDEWALKS & DETAIL ST-6 FOR DETACHED SIDEWALKS FROM DIVISION 5.PROVIDE EXPANSION JOINTS PER NOTE 6, CONCRETE NOTES (SHEET 29) & STANDARD SPECIFICATONS.PROPERTY LINEOR BUILDING FACEREFER TO LAYOUTPLANS 4" DEEP/THICK - EXPOSEDAGGREGATE CONCRETE4" DEEP/THICK - LIGHT BROOM FINISHCONCRETE WITH SAWCUT JOINTSCITY STD. ST-1TYPICAL CURBAND GUTTER(TYPE B)PAVERS OVER 1" SAND SETTING BED & 8" COMPACTED CLASS 2(GRANULAR A - 34") BASE WITH DRIVE GRID (GEOGRID)8" CLASS 2 AGGREGATE BASEMIN. 1%MIN. 1%GEOGRID - UNILOCK DRIVEGRID OR APPROVED EQUALSUBGRADE7' OR 8' REFER TO STREETSCAPE PLANS5' OR 8' REFER TO STREETSCAPE PLANSPROVIDE EXPANSION JOINTS PERNOTE 6, CONCRETE NOTES (SHEET29) & STANDARD SPECIFICATIONS.4" DEEP/THICK - LIGHT BROOM FINISHCONCRETECITY STANDARD ST-1TYPICAL CURBAND GUTTER (TYPE B)1.5% to 2%7' OR 8' REFER TO STREESCAPE PLANSCOMPACTED SUBGRADEPROVIDE EXPANSION JOINTS PERNOTE 6, CONCRETE NOTES (SHEET29) & STANDARD SPECIFICATIONS.PAVER NOTES:1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE APPLICABLE SECTION OF THESPECIFICATIONS ENTITLED 'STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION,STANDARD SPECIFICATIONS, HEREAFTER KNOWN AS "STANDARD SPECIFICATIONS", CURRENTCITY APPROVED EDITION.2.A CURRENT STREET PERMIT ISSUED BY THE CITY OF BAKERSFIELD PUBLIC WORKSDEPARTMENT MUST ACCOMPANY ALL WORK WITHIN THE CITY RIGHT-OF-WAY.3.SUBGRADE SHALL BE CONSTRUCTED TRUE TO GRADE AND COMPACTED PER STANDARDSPECIFICATONS.4.SUBSTITUTIONS MAY BE ALLOWED, CITY AND LANDSCAPE ARCHITECT TO CONFIRMALTERNATIVE PRODUCTS MEET THE DESIGN INTENT, AND PROVIDE A SIMILAR AESTHETIC.SUBSTITUTIONS WILL REQUIRE APPROVAL BY BOTH THE LANDSCAPE ARCHITECT & CITY.5.INSTALLATION OF PAVERS, GEOGRID, ETC. IN ALL CASES SHALL BE DONE IN STRICTCONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS REGARDLESS OR WHETHERTHOSE SPECIFICATIONS ARE STATED ON THE DRAWINGS OR IN THE CONTRACT DOCUMENTS.6.TYPICAL PAVER INSTALLATION IS SHOWN WITH 1" SETTING BED, 8" COMPACTED GRANULARBASE, GEOGRID, COMPACTED SUB-BASE. THE GEOTECHNICAL ENGINEER AT TIME OFCONSTRUCTION SHALL INSPECT THE NATIVE SOILS AND MAY REQUIRE ADDITIONAL GRANULAR,GEOGRID, ETC.7.CONTRACTOR TO PROVIDE 3'X3' MIN. MOCK UP OF EACH PAVER TYPE FOR APPROVAL PRIOR TOPROCEEDING WITH THE INSTALLATION OF ENTIRE AREA.8.AVOID SMALL PIECES IN ALL INSTANCES, PAVERS SHALL BE MINIMUM 30% OF ORIGINAL SIZE.9.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REQUEST PATTERN ADJUSTMENT TO AVOIDOCCURANCE OF SMALL PIECES.10.NO ADDITIONAL COMPENSATION WILL BE MADE TO REMEDY SHIFTING OR SETTLEMENT OFPAVERS DUE TO UTILITY SETTLEMENT AND/OR BASE PREPARATION. CONTRACTOR SHALLREVIEW PAVERS 1 YEAR FOLLOWING INSTALLATION AND REMEDY ANY SHIFTING/ SETTLEMENTTHAT MAY HAVE OCCURRED.11.PAVERS SHALL RECEIVE POLYMERIC SAND IN JOINTS. COLOR TO BE DETERMINED.CONTRACTOR TO PROVIDE SAMPLES AT TIME OF PAVER MOCK-UP.12.PAYMENT: REFER TO STANDARD SPECIFICATIONS. MUST INCLUDE ALL GRANULAR, GEOGRID,BEDDING SAND, POLYMERIC SAND AND PAVERS.UNIT PAVER TYPE A -BY UNILOCKSIZE: 8" x 8"COLOR & FINISH: TUSCANY(SMOOTH PREMIER)PATTERN: SQUARE RUNNINGBONDUSE: IN BOULEVARD ATINTERSECTIONSDETAIL: #3, SHEET 29UNIT PAVER TYPE B -BY UNILOCKSIZE: 4" x 8" x 2 34"COLOR & FINISH: CUSTOMTUSCANY (SMOOTH PREMIER) &MOCHA (SERIES)PATTERN: OFFSET RUNNING BOND(CUSTOM PATTERN)USE: IN BOULEVARD BETWEENCURB & SIDEWALKDETAIL #3, SHEET 29CONCRETE NOTES:1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE APPLICABLE SECTION OF THE SPECIFICATIONSENTITLED 'STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, HEREAFTERKNOWN AS "STANDARD SPECIFICATIONS", CURRENT CITY APPROVED EDITION.2.A CURRENT STREET PERMIT ISSUED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT MUSTACCOMPANY ALL WORK WITHIN THE CITY RIGHT-OF-WAY.3.SUBGRADE SHALL BE CONSTRUCTED TRUE TO GRADE AND COMPACTED PER STANDARD SPECIFICATIONSCONCRETE FOR SIDEWALK SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FORMINOR CONCRETE (MIN. CEMENT CONTENT OF 505 LB/CU YD). SLUMP SHALL BE BETWEEN 2.5" - 5.5". CONCRETESHALL CONTAIN NO ADDITIVES UNLESS PRIOR APPROVAL IS OBTAINED FROM THE CITY ENGINEER.4.TIMBER FORMS SHALL BE SURFACED ON THE SIDE PLACED NEXT TO THE CONCRETE AND SHALL NOT BE LESSTHAN 1.5" THICK AFTER BEING SURFACED. FORMS AND SUBGRADE SHALL BE WETTED IMMEDIATELY PRIOR TOPLACEMENT OF CONCRETE.5.STANDARD CONCRETE SURFACES SHALL BE TROWELED SMOOTH, EDGED AND THEN GIVEN A LIGHT BROOMFINISH. IMMEDIATELY AFTER FINISHING, ALL EXPOSED SURFACES SHALL RECEIVE A COMPLETE, UNIFORMCOATING OF WHITE PIGMENTED CURING COMPOUND CONFORMING TO THE STANDARD SPECIFICATIONS.CONCRETE SURFACE SHALL BE KEPT MOIST UNTIL THE CURING COMPOUND IS APPLIED.6.EXPANSION JOINTS SHALL BE CONSTRUCTED AT EACH SIDE OF STRUCTURES, AT ENDS OF CURB RETURNS ANDAT 60' MAX INTERVALS. WEAKENED PLANE JOINTS & SCORE MARKS "SAWCUTS" SHALL RUN PERPENDICULAR TOTHE PATH OF TRAVEL SPACED EVENLY. REFER TO DETAIL 1, SHEET 29 FOR CUSTOM SPACING.7.EXPANSION JOINT FILLER MATERIAL SHALL CONSIST OF PREFORMED STRIPS OF DURABLE, RESILIENTCOMPOUND THAT CONFORMS TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS.8.ALL SIDEWALK CONSTRUCTION SHALL COMPLY WITH CURRENT REQUIREMENTS FOR ADA.9.THE GEOTECHNICAL ENGINEER AT TIME OF CONSTRUCTION SHALL INSPECT THE NATIVE SOILS AND MAYREQUIRE GRANULAR.10.CONTRACTOR TO PROVIDE 3'X3' MINIMUM MOCK UP OF CONCRETE FOR EXPOSED AGGREGATE APPROVALPRIOR TO PROCEEDING WITH THE INSTALLATION OF ENTIRE AREA.11.ALL CONCRETE TO BE 3,600 PSI @ 28 DAYS, 5 TO 8% AIR ENTRAINMENT.12.PAYMENT - REFER TO STANDARD SPECIFICATIONS.5' OR 8' REFER TOSTREETSCAPE PLANSTYPICAL CURB ANDGUTTER (TYPE B) - WITHCURB OPENING FORDRAINAGE6" CONCRETE CURBCOMPACTED SUBGRADE1.5% to 2%18"6"8.5"2 TO 4" RIVER ROCK IN BASKETOF DRAINAGE INLETSTRUCTURE36"BIORETENTIONSOIL MEDIA(BSM)4" CHOKING LAYER2" WASHED SAND2" CHOKING STONE18" DEPTHCLASS 2PERMEABLEROCKMIN. 1%GRADING OFBIOSWALE PERCIVIL PLANS6"11"CONCRETE SIDEWALK (4" MIN.)NOTES:1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE APPLICABLE SECTION OF THE SPECIFICATIONS ENTITLED 'STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, HEREAFTER KNOWN AS "STANDARDSPECIFICATIONS", CURRENT CITY APPROVED EDITION.2. A CURRENT STREET PERMIT ISSUED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT MUST ACCOMPANY ALL WORKWITHIN THE CITY RIGHT-OF-WAY.3. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR MINOR CONCRETE (MIN.CEMENT CONTENT OF 505 LB/CU YD). SLUMP SHALL BE BETWEEN 2.5" - 5.5". CONCRETE SHALL CONTAIN NO ADDITIVES UNLESSPRIOR APPROVAL IS OBTAINED FROM THE CITY ENGINEER.4. TIMBER FORMS SHALL BE SURFACED ON THE SIDE PLACED NEXT TO THE CONCRETE AND SHALL NOT BE LESS THAN 1.5" THICKAFTER BEING SURFACED. FORMS AND SUBGRADE SHALL BE WETTED IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE.5. STANDARD CONCRETE SURFACES SHALL BE TROWELED SMOOTH, EDGED AND THEN GIVEN A LIGHT BROOM FINISH. IMMEDIATELYAFTER FINISHING, ALL EXPOSED SURFACES SHALL RECEIVE A COMPLETE, UNIFORM COATING OF WHITE PIGMENTED CURINGCOMPOUND CONFORMING TO THE STANDARD SPECIFICATIONS. CONCRETE SURFACE SHALL BE KEPT MOIST UNTIL THE CURINGCOMPOUND IS APPLIED.6. ALL CONCRETE TO BE 3,600 PSI @ 28 DAYS, 5 TO 8% AIR ENTRAINMENT.±18" CONCRETE DRAINAGECHANNEL TO RECEIVEBIOSWALE CURB INLET -18X24 - RAIN - IRON AGEDESIGNS OR APPROVEDEQUAL. DETAIL 6, SHEET 456"3" RIVER ROCK LAYERFILTER CLOTH36"4"18"4.5" MIN.OVERFLOW DRAIN SYSTEMCONNECTED TO STORMSYSTEM WHERE INDICATED ONCIVIL DRAWINGS. DOES NOTOCCUR AT EVERY BIOSWALE.8" PVC PERFORATED PIPE4"VARIESNAME PLATE NOTES:1. REFER TO STREETSCAPE IMPROVEMENT DRAWINGS FOR MEDALLION LOCATIONS. SHEETS 2 TO 13.2. LANDSCAPE ARCHITECT TO PROVIDE CAD FILE TO CONTRACTOR AS TEMPLATE FORSTENCIL/FORMS.3. CONTRACTOR TO PROVIDE SHOP DRAWINGS CLEARLY INDICATING ALL MATERIALS AND METHODS.4. CONTRACTOR TO PROVIDE 5' x 8' SAMPLE OF FINISHES FOR APPROVAL PRIOR TO INSTALLATION.5. CONTRACTOR TO PROVIDE COLOR CHART TO THE LANDSCAPE ARCHITECT FOR SELECTION OFINTEGRAL COLOR CONCRETE.6. CONSTRUCT ACCORDING TO CONCRETE DETAILS 3, 4 OR 6 ON SHEET 29 DEPENDING ON MEDALLIONCONTEXT AND ADJACENT MATERIALS.7. CONTRACTOR MAY REQUEST PRECAST CONCRETE OR NATURAL STONE ALTERNATE NAME PLATE.APPROVAL OF ALTERNATE BY CITY AND LANDSCAPE ARCHITECT WOULD BE REQUIRED.8. STREETNAME SHALL FACE PEDESTRIANS APPROACHING INTERSECTING STREET96 INCHES(2) 5' X 8' TRUXTUN PLATES(1) 5' X 8' CROSSOVER PLATE(1) 5' X 6' CROSSOVER PLATE(2) 5' X 7.5' 13TH STREET PLATES(2) 5' X 8' CALIFORNIA PLATES(1) 5' X 7.5' CALIFORNIA PLATE(3) 5' X 8' 11TH STREET PLATES (1) 5' X 7' 11TH STREET PLATE(4) 5' X 8' 10TH STREET PLATES(4) 5' X 8' 9TH STREET PLATES(4) 5' X 8' 8TH STREET PLATES(4) 5' X 8' 7TH STREET PLATES(4) 5' X 8' 6TH STREET PLATES(4) 5' X 8' 5TH STREET PLATES(4) 5' X 8' 4TH STREET PLATES(3) 5' X 8' 3RD STREET PLATES(4) 5' X 8' 2ND STREET PLATES(3) 5' X 8' 1ST STREET PLATES(2) 5' X 8' BRUNDAGE PLATES(1) 5' X 7' 3RD STREET PLATE 60 INCHES 96 INCHES60 INCHES 90 INCHES60 INCHES96 INCHES60 INCHES96 INCHES96 INCHES96 INCHES96 INCHES84 INCHES96 INCHES96 INCHES96 INCHES96 INCHES96 INCHES96 INCHES96 INCHES96 INCHES84 INCHES90 INCHES60 INCHES 72 INCHES60 INCHES 60 INCHES 60 INCHES60 INCHES 60 INCHES60 INCHES60 INCHES60 INCHES 60 INCHES 60 INCHES 60 INCHES 60 INCHES 60 INCHES VARIES4" DEEP/THICK CUSTOM DECORATIVE CONCRETEMEDALLION WITH INTEGRAL COLOR TOCOMPLEMENT ADJACENT PAVERS.STD. CONCRETE BACKGROUND (NON-SLIP)ALL GROOVES 18" WIDE, 18" WITHTROWELED EDGES. CONTRASTINGCOLOR.HEAVY SANDBLAST BACKGROUND60 INCHES 8" HT LETTERS, CENTERED - FONT - SEMPLICITA PROBOLD - LETTERS TO BE RECESSED 18" TO 14" ANDHIGHLIGHTED WITH CHARCOAL OR OTHER SIMILARCONTRASTING COLOR. PROVIDE COLOR SAMPLECHART TO LANDSCAPE ARCHITECT FOR SELECTION.MEDIUM SANDBLAST BACKGROUND18" TYP.18" TYPTYPICAL NAME PLATE LAYOUT & FINISHES60 INCHES 60 INCHESCITY STANDARD ST-1 CURB ANDGUTTER (TYPE B)TYPICAL 18" CONCRETE MAINTENANCE BAND6" DEPTH6" CURB FOR DRAINAGECHANNEL18"6"8 12 "18 34"6" CURB FOR DRAINAGE CHANNEL6" CURB FOR DRAINAGE CHANNELREMOVEABLE BASKET FOR BIOSWALE CURBINLET - REFER TO DETAIL 6, SHEET 45±18 34" CONCRETE DRAINAGE CHANNEL TORECEIVE BIOSWALE CURB INLET - 18X24 -RAIN - IRON AGE DESIGNS OR APPROVEDEQUAL. DETAIL 6, SHEET 456" CURB FOR DRAINAGE CHANNELBIOSWALEREFER TO DETAIL 6, SHEET 296" RAISED CURB WITH 8" WIDE DRAINAGEINLETS SPACED 5' O.C. MAXCONCRETE SIDEWALK5' O.C.8" TYP.VARIES - SEE STREETSCAPE PLAN 5', 8', or 11' REFERTO STREETSCAPEPLANS±18 34" CONCRETE DRAINAGE CHANNEL TORECEIVE BIOSWALE CURB INLET - 18X24 -RAIN - IRON AGE DESIGNS OR APPROVEDEQUAL. DETAIL 6, SHEET 4518 34"Typical Paving Plan - Property Line to Back of Curb11/4" = 1'-0"Typical Sidewalk Paving Section4Typical Paving Section - Property Line to Back of Curb3Paver Notes2Concrete Notes53/4" = 1'-0"3/4" = 1'-0"Typical Bioswale Section & Notes 63/4" = 1'-0"Typical Bioswale Plan71/2" = 1'-0"CITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: M:\127088_Downtown_\7.0_Production\7.03_Design\05_Landscape\Content\2 - Detailed Design - Chester Avenue\Sheets\127088L Details.dwg Last Saved: April 25, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 8:25:54 AM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL29PAVING DETAILSSTREETSCAPE IMPROVEMENTS3210Custom Concrete Medallion81/4" = 1'-0"CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 66'-0"5'-0"STA 5+90.76L 42.74STA 6+56.77L 42.74STA 6+03.42L 42.74STA 6+25.09L 42.74TYPE A PAVERS - FOR PATTERN REFER TO PAVER NOTES DETAIL 2/SHEET L29CURB INLET/CB LOCATION. FIELD FIT PAVERS. AVOID SMALL PIECES.45'-6"5'-0"STA 7+35.73L 42.74STA 7+81.25L 42.74STA 7+62.39L 42.74STA 7+58.73L 42.74FUTURE BUS SHELTER - NOT IN CONTRACTBIOSWALEBIOSWALE30'-11"5'-0"STA 8+54.74L 43.24STA 8+85.63L 43.24STA 8+73.08L 43.24STA 8+68.41L 43.24STA 8+63.74L 43.24STA 8+85.63L 36.74TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2918" WIDE STANDARD CONCRETE MAINTENANCE BANDAT EDGE OF BIOSWALEBIOSWALE CURB1'-6"11'-0"11'-0"3'-7"5'-0"STA 13+45.87L 42.75STA 13+57.30L 42.75STA 13+68.30L 42.75STA 13+78.30L 42.75STA 13+89.30L 42.75STA 14+02.86L 42.7510'-0"10'-0"10'-0"21'-3"11'-0"37'-9"29'-8"5'4'-0"STA 14+88.54L 42.75STA 15+09.80L 42.75STA 15+19.80L 42.75STA 15+30.80L 42.75STA 15+40.81L 42.75STA 15+48.88L 41.04STA 15+78.56L 43.78TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2910'-0"10'-0"18" WIDE STANDARD CONCRETE MAINTENANCE BANDAT EDGE OF BIOSWALEBIOSWALE CURB44'-2"5'-0"STA 16+96.28L 42.75STA 17+40.44L 42.7522'-0"11'-0"STA 11+85.85L 36.75STA 12+07.85L 36.7513'-8"11'-0"11'-0"5'-0"STA 14+22.86L 42.75STA 14+36.55L 42.75STA 14+46.54L 42.75STA 14+57.55L 42.75STA 14+67.55L 42.75STA 14+78.55L 42.75STA 14+28.22L 42.7510'-0"10'-0"7'-2"6'-10"STA 17+63.44L 42.7510'-0"5'-0"STA 17+70.63L 42.75STA 17+87.44L 42.755'-5"11'-0"11'-0"STA 18+12.44L 42.7510'-0"10'-0"STA 18+17.82L 42.75STA 18+27.82L 42.75STA 18+38.82L 42.75STA 18+48.82L 42.75STA 18+59.82L 42.757'-8"11'-0"STA 12+29.82L 36.8011/4" = 1'-0"1/4" = 1'-0"21/4" = 1'-0"51/4" = 1'-0"71/4" = 1'-0"81/4" = 1'-0"31/4" = 1'-0"4a1/4" = 1'-0"61/4" = 1'-0"91/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT1/4" = 1'-0"4bBRUNDAGE TO 1STBRUNDAGE TO 1ST (BUS STOP)BRUNDAGE TO 1ST1ST TO 2ND1ST TO 2ND1ST TO 2ND1ST TO 2ND2ND TO 3RD2ND TO 3RD2ND TO 3RD0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:41:28 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE302024/04/19JMJMJM45L30PAVER PATTERN - WEST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS103210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 22'-5"11'-0"11'-0"5'-0"STA 18+69.82L 42.75STA 18+92.22L 42.75STA 19+02.22L 42.75STA 19+13.21L 42.75STA 19+23.21L 42.75STA 19+34.25L 42.7510'-0"10'-0"25'-1"5'-0"STA 19+44.25L 42.75STA 19+69.35L 42.75STA 19+62.58L 42.756'-11"11'-0"11'-0"16'-3"5'-0"STA 19+88.38L 42.75STA 19+95.30L 42.75STA 20+05.30L 42.75STA 20+16.30L 42.75STA 20+26.30L 42.75STA 20+37.30L 42.75STA 20+47.30L 42.75STA 20+63.52L 42.7510'-0"10'-0"10'-0"9'-0"6'-0"5'-0"STA 20+95.52L 42.75STA 21+04.52L 42.77STA 21+14.52L 42.77STA 21+20.52L 42.7510'-0"53'-0"30'-5"5'-0"4'-0"STA 22+19.78L 42.75STA 22+42.36L 40.54STA 22+72.77L 43.74TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2918" WIDE STANDARD CONCRETEMAINTENANCE BAND AT EDGE OFBIOSWALEBIOSWALE CURB17'-3"11'-0"11'-0"5'-0"STA 21+50.52L 42.75STA 21+67.78L 42.75STA 21+77.77L 42.76STA 21+88.78L 42.75STA 21+98.78L 42.75STA 22+09.77L 42.7510'-0"10'-0"53'-0"34'-1"4'-0"5'-0"STA 23+52.22L 43.68STA 23+86.21L 42.26STA 24+05.22L 42.76TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2918" WIDE STANDARD CONCRETEMAINTENANCE BAND AT EDGE OFBIOSWALEBIOSWALE CURB7'-2"32'-0"21'-4"5'-0"STA 24+25.22L 42.7710'-0"10'-0"STA 24+32.37L 42.77STA 24+42.38L 42.77STA 24+74.40L 42.77STA 24+84.41L 42.77STA 25+05.74L 42.7811/4" = 1'-0"1/4" = 1'-0"21/4" = 1'-0"41/4" = 1'-0"681/4" = 1'-0"31/4" = 1'-0"51/4" = 1'-0"7REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT2ND TO 3RD2ND TO 3RD2ND TO 3RD2ND TO 3RD2ND TO 3RD2ND TO 3RD3RD TO 4TH3RD TO 4TH0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:37:30 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE312024/02/23JMJMJM45L31PAVER PATTERN - WEST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS32101/4" = 1'-0"Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 3'-2"11'-0"11'-0"3'-2"5'-0"STA 25+25.74L 42.78STA 25+28.86L 42.78STA 25+38.86L 42.78STA 25+49.86L 42.78STA 25+59.86L 42.78STA 25+70.86L 42.79STA 25+84.02L 42.7910'-0"10'-0"10'-0"6'-9"11'-0"11'-0"8'-3"5'-0"STA 26+09.02L 42.79STA 26+15.80L 42.79STA 26+25.80L 42.79STA 26+36.80L 42.80STA 26+46.80L 42.80STA 26+57.81L 42.80STA 26+67.82L 42.80STA 26+76.04L 42.8010'-0"10'-0"10'-0"11'-0"27'-0"4'-1"5'-0"31'-3"STA 27+02.04L 42.79STA 27+33.32L 42.79STA 27+43.32L 42.79STA 27+54.32L 42.78STA 27+64.32L 42.78STA 27+91.37L 42.78STA 28+01.35L 42.78STA 28+05.44L 42.7810'-0"10'-0"10'-0"45'-11"5'-0"STA 28+30.45L 42.77STA 28+76.36L 42.7730'-0"8'-0"STA 30+85.46L 40.75STA 31+15.47L 40.7530'-0"STA 31+35.46L 40.75STA 31+65.46L 40.758'-0"12'-2"8'-0"STA 31+85.46L 40.75STA 31+97.66L 40.7564'-8"35'-7"STA 32+47.66L 40.75STA 32+76.77L 40.62STA 33+12.35L 44.79STA 32+76.77L 45.2918" WIDE STANDARD CONCRETE MAINTENANCE BANDAT EDGE OF BIOSWALEBIOSWALE CURB11/4" = 1'-0"21/4" = 1'-0"31/4" = 1'-0"471/4" = 1'-0"51/4" = 1'-0"1/4" = 1'-0"68REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT1/4" = 1'-0"3RD TO 4TH3RD TO 4TH3RD TO 4TH3RD TO 4TH (BUS STOP)4TH TO 5TH4TH TO 5TH4TH TO 5TH4TH TO 5TH0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:43:07 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE322024/02/23JMJMJM45L32PAVER PATTERN - WEST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS1/4" = 1'-0"3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 8'-0"29'-9"STA 34+74.59L 40.75STA 35+04.59L 40.7537'-4"30'-10"6'-0"EXISTINGPLANTERTOREMAINSTA 33+79.86L 97.01STA 33+79.86L 90.43STA 33+81.83L 59.63STA 33+81.85L 75.7318" WIDESTANDARDCONCRETEMAINTENANCEBAND AT EDGEOF BIOSWALEBIOSWALE CURBSTA 33+73.34L 59.648'-0"4'-0"4'-0"36'-3"61'-9"8'-0"STA 34+29.05L 40.75STA 33+92.82L 44.64STA 34+54.59L 40.75TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2918" WIDE STANDARD CONCRETE MAINTENANCE BANDAT EDGE OF BIOSWALEBIOSWALE CURB36'-0"8'-0"STA 35+45.59L 41.21STA 35+81.63L 40.7537'-3"4'-0"STA 36+21.68L 44.71STA 36+58.92L 44.70TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2918" WIDE STANDARD CONCRETE MAINTENANCE BANDAT EDGE OF BIOSWALEBIOSWALE CURB65'-10"37'-5"4'-0"8'-0"STA 37+38.04L 44.77STA 37+75.44L 40.75STA 38+03.83L 40.75TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2918" WIDE STANDARD CONCRETE MAINTENANCE BANDAT EDGE OF BIOSWALEBIOSWALE CURB30'-0"17'-9"7'-4"8'-0"STA 38+23.83L 40.75STA 38+53.83L 40.75STA 38+73.83L 40.75STA 38+91.60L 40.75STA 39+21.60L 40.75STA 39+28.94L 40.758'-0"8'-0"56'-8"28'-10"4'-0"8'-0"STA 39+48.95L 40.77STA 40+05.62L 44.77TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2918" WIDE STANDARDCONCRETE MAINTENANCEBAND AT EDGE OF BIOSWALEBIOSWALE CURBSTA 39+76.79L 38.11SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:44:29 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE332024/02/23JMJMJM45L33PAVER PATTERN - WEST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS11/4" = 1'-0"71/4" = 1'-0"81/4" = 1'-0"231/4" = 1'-0"41/4" = 1'-0"51/4" = 1'-0"61/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT1/4" = 1'-0"5TH (NORTH SIDE)5TH TO 6TH5TH TO 6TH5TH TO 6TH5TH TO 6TH6TH TO 7TH6TH TO 7TH0SCALE: feet48121/4" = 1'-0"6TH TO 7TH3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 35'-9"24'-1"5'-0"11'-0"STA 40+73.08L 95.65STA 40+70.33L 84.02STA 40+74.11L 59.9018" WIDESTANDARDCONCRETEMAINTENANCEBAND ATEDGE OFBIOSWALEBIOSWALECURB37'-3"4'-0"STA 40+85.12L 45.40STA 41+22.36L 45.38TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L29BIOSWALE CURB18" WIDE CONCRETE MAINTENANCE BAND50'-0"8'-0"STA 41+70.07L 40.92STA 42+20.07L 40.9112'-7"10'-5"15'-0"STA 42+60.06L 38.4913'4'-0"STA 43+12.61L 44.79STA 43+25.49L 44.7630'-0"8'-0"STA 44+58.91L 40.80STA 44+88.88L 40.8225'-0"8'-0"STA 45+08.91L 40.75STA 45+33.91L 40.7524'-0"8'-0"STA 45+74.92L 40.75STA 45+98.91L 40.7522'-9"8'-0"3'-6"37'-3"STA 46+18.89L 40.89STA 46+41.68L 40.89STA 46+61.68L 45.88STA 46+98.93L 45.86TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L29BIOSWALE CURB18" WIDE CONCRETE MAINTENANCE BAND191/4" = 1'-0"231/4" = 1'-0"461/4" = 1'-0"71/4" = 1'-0"581/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT7TH TO 8TH7TH (NORTH SIDE)7TH TO 8TH (BUS STOP)7TH TO 8TH7TH TO 8TH8TH TO 9TH8TH TO 9TH8TH TO 9TH8TH TO 9TH0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:30:07 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE342024/02/23JMJMJM45L34PAVER PATTERN - WEST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 5'-0"4'-0"35'-6"22'-6"STA 47+65.99L 95.27STA 47+62.76L 82.30STA 47+59.98L 59.804'-0"36'-10"62'-3"8'-0"STA 47+78.50L 44.74STA 48+15.33L 40.74STA 48+40.76L 40.74TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2930'-0"8'-0"STA 48+60.77L 40.74STA 48+90.77L 40.7420'-0"8'-0"STA 49+30.77L 40.74STA 49+50.77L 40.7421'-10"8'-0"STA 49+70.77L 40.73STA 49+92.62L 40.744'-0"30'-9"STA 50+08.31L 44.73STA 50+39.05L 44.79TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L29BIOSWALETYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2937'-10"42'-10"4'-0"8'-0"STA 51+24.78L 44.75STA 51+62.62L 40.75STA 51+67.62L 40.77TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2917'-6"8'-0"STA 51+97.62L 40.75STA 52+15.06L 40.7530'-9"24'-1"5'-0"4'-0"STA 50+56.54L 59.80STA 50+63.98L 59.74STA 50+60.24L 83.89STA 50+57.90L 90.4820'-0"STA 52+55.06L 40.75STA 52+75.06L 40.758'-0"30'-11"24'-3"5'-0"4'-0"STA 51+06.37L 59.75STA 51+10.06L 83.99STA 51+12.38L 90.688'-0"20'-0"STA 53+15.06L 40.75STA 53+35.06L 40.754'-0"37'-3"STA 53+55.07L 45.25STA 53+92.31L 45.25TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L29BIOSWALE CURB18" WIDE CONCRETE MAINTENANCE CURBSHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:28:27 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE352024/02/23JMJMJM45L35PAVER PATTERN - WEST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS191/4" = 1'-0"111/4" = 1'-0"231/4" = 1'-0"41/4" = 1'-0"51/4" = 1'-0"61/4" = 1'-0"781/4" = 1'-0"1/4" = 1'-0"101/4" = 1'-0"1213REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 TUSCANY (SMOOTH PREMIER)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING A PARAMETRIC PROCESS GENERATED FROM THE MUSIC FROM THE SONG THE STREETS OF BAKERSFIELD AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN, WITH MINOR VARIATIONS AS NEED. CONSULT LANDSCAPE ARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRE SIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUT HAVE BEEN PRODUCED USING THE CAD TEMPLATE AND ARE PROVIDED AS A GUIDE FOR APPLYING THE PATTERN THROUGHOUT THECORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT1/4" = 1'-0"1/4" = 1'-0"9TH TO 10TH9TH TO 10TH9TH TO 10TH9TH TO 10TH9TH (NORTH SIDE)9TH TO 10TH10TH (SOUTH SIDE)10TH (NORTH SIDE)10TH TO 11TH10TH TO 11TH10TH TO 11TH10TH TO 11TH10TH TO 11TH0SCALE: feet48121/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 37'-4"62'-2"4'-0"8'-0"STA 54+71.71L 44.93STA 55+09.07L 40.75TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L29STA 55+33.90L 40.75BIOSWALE CURB18" WIDE CONCRETE WIDE MAINTENANCE CURB15'-10"8'-0"STA 55+73.90L 40.75STA 55+96.07L 42.7425'-0"20'-0"3'-0"8'-0"STA 56+22.17L 43.06STA 56+56.53L 40.75STA 56+76.53L 40.75CONCRETE PAD FOR BUS FURNITURE3'-6"8'-0"1'-6"12'-8"STA 59+11.85L 40.50STA 59+20.46L 40.50STA 59+40.46L 40.50STA 59+48.99L 40.50STA 59+68.99L 40.50STA 60+16.41L 40.50STA 59+78.99L 40.508'-7"8'-6"13'-0"STA 59+82.34L 48.751'-0"5'-0"124'-0"3'-0"STA 67+18.66L 37.01STA 68+42.65L 37.00CURB INLET/CB LOCATION. FIELD FIT PAVERS. AVOID SMALL PIECES.123'-6"STA 69+66.16L 37.00STA 68+42.65L 37.00CURB INLET/CB LOCATION. FIELD FIT PAVERS. AVOID SMALL PIECES.5'-0"57'-4"STA 74+26.49L 43.00STA 74+83.85L 43.505A1/4" = 1'-0"61/4" = 1'-0"121/4" = 1'-0"31/4" = 1'-0"41/4" = 1'-0"5B1/4" = 1'-0"1/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT11TH TO CALIFORNIA11TH TO CALIFORNIA11TH TO CALIFORNIA (BUS STOP)CALIFORNIA TO 13THUNDER BRIDGEUNDER BRIDGETRUXTUN (BUS STOP)0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:13:28 PM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE362024/02/23JMJMJM45L36PAVER PATTERN - WEST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 5'-0"STA 16+96.32R 42.75STA 17+03.84R 42.75STA 17+13.84R 42.75STA 17+24.84R 42.75STA 17+34.83R 42.75STA 17+91.63R 42.757'-6"10'-0"11'-0"10'-0"11'-0"10'-0"36'-0"5'-7"5'-0"STA 15+36.62R 42.75STA 15+42.16R 42.75CURB INLET/CB LOCATION.FIELD FIT PAVERS. AVOID SMALL PIECES.5'-0"STA 13+89.73R 42.75STA 14+03.79R 42.75STA 14+13.78R 42.75STA 14+24.78R 42.75STA 14+34.78R 42.75STA 14+45.78R 42.75STA 14+55.78R 42.75STA 14+74.62R 42.75STA 13+70.73R 42.75STA 13+66.18R 41.715'-0"5'-6"14'-1"10'-0"11'-0"10'-0"11'-0"10'-0"18'-10"41'-3"5'-0"STA 11+47.31R 42.75STA 11+88.53R 42.75STA 11+98.53R 42.75STA 12+09.54R 42.75STA 12+19.53R 42.75STA 12+30.54R 42.75STA 12+40.53R 42.75STA 12+61.94R 42.7510'-0"11'-0"10'-0"11'-0"10'-0"21'-5"2'-5"5'-0"STA 10+43.39R 42.75STA 10+55.84R 42.75STA 10+65.84R 42.75STA 10+75.84R 42.75STA 10+99R 42.75STA 11+09R 42.75STA 11+19R 42.75STA 11+29R 42.75STA 11+37.31R 42.7510'-0"10'-0"10'-0"23'-2"10'-0"10'-0"10'-0"8'-4"62'-3"5'-0"5'-11"STA 7+79.54R 42.76STA 8+41.82R 41.8711/4" = 1'-0"1/4" = 1'-0"2341/4" = 1'-0"61/4" = 1'-0"51/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUTBRUNDAGE TO 1ST (BUS STOP)1ST TO 2ND1ST TO 2ND1ST TO 2ND1ST TO 2ND2ND TO 3RD0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:08:45 PM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE372024/02/23JMJMJM45L37PAVER PATTERN - EAST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS1/4" = 1'-0"3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 STA 24+93.46R 42.72STA 25+04.47R 42.72STA 25+14.46R 42.72STA 25+25.47R 42.72STA 25+35.47R 42.72STA 25+81.46R 42.7211'-0"10'-0"11'-0"10'-0"46'-0"55'-8"STA 24+27.83R 42.73STA 24+83.46R 42.7344'-8"5'-0"4'-0"STA 23+52.14R 44.24STA 23+88.85R 42.73STA 23+96.80R 42.74STA 24+06.84R 42.74STA 24+17.82R 42.74TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2910'-0"11'-0"63'-11"STA 21+65.46R 42.75STA 22+29.36R 41.78STA 22+22.89R 42.66STA 22+21.54R 42.755'-0"STA 20+65.50R 42.75STA 20+77.52R 42.75STA 20+87.52R 42.7512'-0"10'-0"3'-3"5'-0"STA 20+09.23R 42.75STA 20+20.44R 42.75STA 20+30.44R 42.75STA 20+41.50R 42.7511'-3"10'-0"11'-1"5'-0"STA 19+45.62R 42.75STA 19+60.78R 42.75STA 19+70.78R 42.75STA 19+85.23R 42.7515'-2"10'-0"14'-5"12'-11"5'-0"STA 19+13.61R 42.7532'-0"12'-4"5'-0"STA 18+01.63R 42.75STA 18+33.63R 42.75STA 18+43.64R 42.75STA 18+59.36R 42.75STA 18+78.36R 42.75STA 18+90.73R 42.7510'-0"15'-9"11/4" = 1'-0"1/4" = 1'-0"257a1/4" = 1'-0"81/4" = 1'-0"41/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"631/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 TUSCANY (SMOOTH PREMIER)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS GENERATED FROM THE MUSIC FROMTHE SONG THE STREETS OF BAKERSFIELD AND IS CUSTOM TOBAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT7b1/4" = 1'-0"2ND TO 3RD2ND TO 3RD2ND TO 3RD2ND TO 3RD2ND TO 3RD2ND TO 3RD (BUS STOP)3RD TO CHESTER PLACE3RD TO CHESTER PLACE3RD TO CHESTER PLACE0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:18:36 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE382024/02/23JMJMJM45L38PAVER PATTERN - EAST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 5'-0"STA 28+01.35R 42.72STA 28+12.35R 42.72STA 28+22.35R 42.72STA 28+33.35R 42.73STA 28+43.35R 42.73STA 28+90.37R 42.7311'-0"11'-0"47'-0"STA 27+22.30R 42.71STA 27+33.31R 42.71STA 27+43.31R 42.72STA 27+54.31R 42.72STA 27+64.31R 42.72STA 27+91.35R 42.7211'-0"5'-0"11'-0"27'-0"6'-0"32'-8"10'-0"10'-0"14'-0"STA 26+89.92R 47.91STA 27+01.28R 42.71STA 27+12.26R 42.71STA 26+86.37R 81.359'-10"STA 26+86.33R 71.48STA 26+86.29R 61.46STA 26+93.69R 52.855'-0"135°5'-0"29'-6"8'-11"5'-0"STA 25+91.46R 42.71STA 26+17.02R 42.71STA 26+28.94R 48.59STA 26+32.03R 72.3710'-0"10'-0"2'-9"STA 26+32.03R 81.30STA 26+32.03R 91.30135°STA 26+25.71R 52.93SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:17:24 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE392024/02/23JMJMJM45L39PAVER PATTERN - EAST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS11/4" = 1'-0"341/4" = 1'-0"21/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUTCHESTER PLACE (SOUTH SIDE)CHESTER PLACE (NORTH SIDE)CHESTER PLACE TO 4THCHESTER PLACE TO 4TH0SCALE: feet48121/4" = 1'-0"1/4" = 1'-0"3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 32'-0"63'-11"4'-0"8'-0"STA 39+41.99R 40.75STA 39+73.87R 39.31STA 40+05.87R 45.24TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2920'-0"STA 39+01.99R 40.75STA 39+21.99R 40.758'-0"30'STA 38+30.98R 40.75STA 38+60.99R 40.7537'-4"51'-8"4'-0"STA 37+38.33R 44.78STA 37+75.71R 40.75STA 37+89.99R 40.75TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2971'-1"32'-0"8'-0"4'-0"STA 35+87.97R 40.75STA 36+27.05R 39.31TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L298'-0"STA 35+26.97R 40.75STA 35+46.97R 40.7520'-0"20'-0"8'-0"STA 34+65.97R 40.77STA 34+85.95R 40.7737'3"4'-0"STA 33+91.85R 45.26STA 34+29.11R 45.30TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L294'-0"32'-0"47'-3"4'-0"8'-0"STA 32+65.16R 40.75STA 32+80.36R 39.93STA 33+12.37R 45.25TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2930'-0"STA 32+15.18R 40.75STA 32+45.15R 40.7520'-0"STA 31+75.17R 40.75STA 31+95.18R 40.758'33'-4"STA 31+01.87R 40.75STA 31+35.18R 40.7511/4" = 1'-0"1/4" = 1'-0"4791/4" = 1'-0"121/4" = 1'-0"61/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"85101/4" = 1'-0"11231/4" = 1'-0"1/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT1/4" = 1'-0"4TH TO 5TH4TH TO 5TH4TH TO 5TH4TH TO 5TH1/4" = 1'-0"5TH TO 6TH5TH TO 6TH5TH TO 6TH5TH TO 6TH6TH TO 7TH6TH TO 7TH6TH TO 7TH6TH TO 7TH0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:15:33 PM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE402024/02/23JMJMJM45L40PAVER PATTERN - EAST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 32'-0"4'-0"8'-0"STA 46+35.75R 40.74STA 46+67.01R 39.11STA 46+99R 45.09TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L29STA 46+61.50R 40.7463'-3"5'-0"25'-6"36'-4"STA 47+59.67R 59.73STA 47+64.15R 85.16STA 47+65.65R 95.977'-0"4'-0"5'-0"47'25'-6"STA 47+11.49R 106.48STA 47+12.97R 85.134'-0"7'-0"STA 47+17.51R 59.638'-0"STA 45+99.14R 40.75STA 46+15.75R 40.7416'-7"STA 42+55.58R 40.75STA 42+80.14R 40.7524'-7"50'8'-0"STA 41+85.56R 40.75STA 42+35.55R 40.7550'-0"5'-6"8'-0"STA 41+43.74R 40.7538'-10"4'-0"STA 40+84.91R 45.19STA 41+23.69R 45.25TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L298'-0"5'-0"4'-0"30'24'-9"STA 40+66.38R 59.62STA 40+70.87R 84.33STA 40+72.90R 89.6435'-4"25'-6"5'-0"STA 40+24.34R 59.73STA 40+19.25R 85.24STA 40+18.36R 95.134'-0"161/4" = 1'-0"84251/4" = 1'-0"31/4" = 1'-0"1/4" = 1'-0"79101/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING A PARAMETRIC PROCESS. THE PATTERN IS GENERATED FROM THEMUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD" BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN, WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRE SIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUT HAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERN THROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT7TH (SOUTH SIDE)7TH (NORTH SIDE)7TH TO 8TH7TH TO 8TH7TH TO 8TH7TH TO 8TH8TH TO 9TH8TH TO 9TH9TH (SOUTH SIDE)9TH (N SIDE)0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:12:30 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE412024/02/23JMJMJM45L41PAVER PATTERN - EAST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 54'-2"5'-0"STA 59+11.44R 43.50STA 59+65.60R 43.5032'-0"4'-0"8'-0"STA 53+23.35R 40.75STA 53+60.28R 39.11STA 53+92.29R 44.75TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2968'-11"STA 53+54.76R 40.7542'-9"4'-0"STA 51+67.46R 40.75TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L298'-0"STA 51+62.20R 40.7525'-4"4'-0"STA 50+07.43R 40.75STA 50+13.64R 39.20STA 50+38.88R 44.59TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L2931'-5"STA 49+39.98R 40.75STA 49+71.43R 40.7531'-5"40'-6"4'-0"5'-0"STA 50+59.33R 85.41STA 50+63.89R 59.766'-11"25'-8"STA 50+57.87R 100.125'-0"35'-0"STA 51+06.26R 59.69STA 51+10.79R 85.17STA 51+12.75R 94.757'-0"4'-0"25'-6"8'-0"STA 48+61.71R 40.74STA 48+99.97R 40.7538'-3"37'-3"4'-0"8'-0"STA 47+78.05R 45.19STA 48+15.29R 45.19STA 48+32.09R 40.74STA 48+37.71R 40.74TYPE A PAVERS - FOR PATTERN REFERTO PAVER NOTES DETAIL 2/SHEET L295'-8"16'-10"11/4" = 1'-0"251/4" = 1'-0"41/4" = 1'-0"7381/4" = 1'-0"1/4" = 1'-0"691/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUT1/4" = 1'-0"1/4" = 1'-0"9TH TO 10TH9TH TO 10TH9TH TO 10TH9TH TO 10TH10TH (SOUTH SIDE)10TH (NORTH SIDE)10TH TO 11TH10TH TO 11THCALIFORNIA TO 14TH (BUS STOP)0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 19, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 10:11:18 AM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE422024/02/23JMJMJM45L42PAVER PATTERN - EAST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS1/4" = 1'-0"3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 55'-4"5'-0"STA 74+34.12R 43.00STA 74+89.42R 43.00116'-10"3'-0"STA 68+47.21R 37.00STA 69+64.05R 37.00CURB INLET/CB LOCATION. FIELD FIT PAVERS. AVOID SMALL PIECES.126'-2"3'-0"STA 67+21.05R 37.00CURB INLET/CB LOCATION. FIELD FIT PAVERS. AVOID SMALL PIECES.14'-6"14'-6"5'-0"STA 61+40.75R 43.50STA 61+55.25R 43.50STA 61+75.75R 43.50STA 61+90.25R 43.50STA 62+10.75R 43.70STA 62+25.26R 47.0320'-6"20'-6"14'-7"5'-0"14'-6"14'-6"4'-2"STA 60+16.10R 43.50STA 60+30.60R 43.50STA 60+51.10R 43.50STA 60+65.60R 43.50STA 60+86.10R 43.50STA 60+90.25R 43.5020'-6"20'-6"1241/4" = 1'-0"3A3B1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"REFER TO DETAIL 2, SHEET 29 FOR PAVER TYPES. ALL PAVERS 4 x 84X8 TUSCANY (SMOOTH PREMIER)GREYSCALE LINEWORK4X8 MOCHA (SERIES)DARK LINEWORKPATTERN FOR PAVERS 'TYPE B' HAS BEEN CREATED USING APARAMETRIC PROCESS. THE PATTERN IS GENERATED FROMTHE MUSIC FOR THE SONG "THE STREETS OF BAKERSFIELD"BY HOMER JOY AND IS CUSTOM TO BAKERSFIELD.A CAD FILE IS AVAILABLE AS A TEMPLATE UPON REQUEST.THE INSTALLATION SHALL REFLECT THE CUSTOM PATTERN,WITH MINOR VARIATIONS AS NEEDED. CONSULT LANDSCAPEARCHITECT FOR ANY CONFLICTS THAT MAY REQUIRESIGNIFICANT DEVIATION.THESE PAVER PATTERN DRAWINGS ARE NOT PRECISE BUTHAVE BEEN PRODUCED USING THE CAD TEMPLATE AND AREPROVIDED AS A GUIDE FOR APPLYING THE PATTERNTHROUGHOUT THE CORRIDOR.SEE STREETSCAPE DRAWINGS, SHEETS 2 TO 13 FOR STREETSCAPE LAYOUTCALIFORNIA TO 14THCALIFORNIA TO 14THUNDER BRIDGEUNDER BRIDGETRUXTUN0SCALE: feet48121/4" = 1'-0"SHEET NO.Checked By:Designed By:Drawn By:Local Office of Prime Consultant:OFCITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAREVDATEBYDESCRIPTIONDate:File Location: C:\bms\ibi\jennifer moore\d0242199\Paver PatternV6.dwg Last Saved: April 26, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 3:18:42 PM by Jennifer Moore Signing Office of Prime Consultant:CHESTER AVENUE CORRIDOR ENHANCEMENTPlans Prepared For:June 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUE432024/02/23JMJMJM45L43PAVER PATTERN - EAST SIDE (CHESTER)STREETSCAPE IMPROVEMENTS3210Project NorthTrue NorthCHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 CONCRETE SIDEWALK PER DETAIL 1/SHEET 29 PAVERS PER DETAIL 1/SHEET 29 12" x 16" CONCRETE SQUARE SONOTUBE BENCH PER STREETSCAPE PLANS A A A-A BENCH. EMBED PER MFR RECOMMENDATIONS PAVERS PER DETAIL 3/SHEET 29 CONCRETE SIDEWALK PER DETAIL 3/SHEET 29 16" TYP. ALIGN CONCRETE WITH 4x8 PAVERS WHERE FEASIBLE. 16" TYP.12"12" x 16" CONCRETE SQUARE SONOTUBE 22" DEPTH Typical Backless Bench - Embedded (Black)1 Typical Backed Bench - Embedded (Black)2 Typical Trash Receptacle - Surface Mount (Black)3 Typical Tree Grate4 N.T.S.N.T.S. N.T.S.N.T.S. Drawing provided for reference. ·Typical bench to be installed per manufacturer's specifications. ·Install per manufacturers specifications and per detail 5, sheet 44. Drawing provided for reference. ·Typical trash receptacle to be installed per manufacturer's specifications. ·Install per manufacturers specifications and per detail 3, sheet 45. Typical Bench Layout5 3/4" = 1'-0" Drawing provided for reference. ·Typical bench to be installed per manufacturer's specifications. ·Install per manufacturers specifications and per detail 5, sheet 44. Drawing provided for reference. Provide 20" opening for tree growth. Tree wells to accommodate Chinese Pistache and Crape Myrtle Trees. Install per manufacturer's specifications. 20"sq 20" Opening CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVE BAKERSFIELD, CA File Location: M:\127088_Downtown_\7.0_Production\7.03_Design\05_Landscape\Content\2 - Detailed Design - Chester Avenue\Sheets\127088L Details.dwg Last Saved: April 25, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 8:26:30 AM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENT June 30, 2024 April 26, 2024 537 South Broadway - Suite 500 Los Angeles CA 90013 USA tel 213 769 0011 www.arcadis.com 10 Exchange Place - Suite 112 Salt Lake City UT 84111 USA tel 801 532 4233 www.arcadis.com BRUNDAGE LANE TO TRUXTUN AVENUE L44 FURNISHING DETAILS STREETSCAPE IMPROVEMENTS 3210 CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533 (6) PAVER WIDTH (3) PAVER LENGTH PAVERS PER DETAIL3/SHEET 294" DEEP/THICK CONCRETE PADTRASH RECEPTACLE , SEEDETAIL 3/SHEET 44.ATTACH TO CONC. PERMFR RECOMMENDATIONSAAA-APAVERSCONCRETE PADTRASH RECEPTACLE45"8"PAVERSCONCRETE BANDBIKE RACKAAA-APAVERS PER DETAIL3/SHEET 294" DEEP/THICK CONCRETE PADBIKE RACK, SEE DETAIL1/SHEET 45. ATTACH TOCONC. PER MFRRECOMMENDATIONS15.00"37.5"15.00"30.00"AAA-APAVERS PER DETAIL3/SHEET 294" DEEP/THICK CONCRETE PADSCOOTER RACK, SEEDETAIL 2/SHEET 45.ATTACH TO CONC. PERMFR RECOMMENDATIONSPAVERSCONCRETE PADSCOOTER RACKTypical Bike Rack1N.T.S.Typical Scooter Rack2N.T.S.Concrete Mounting Pad at Trash Can31/2" = 1'-0"Concrete Mounting Pad at Bike Rack51/2" = 1'-0"Concrete Mounting Pad at Scooter Rack41/2" = 1'-0"-Black-BlackDrawing provided for reference.·Typical bike rack to be installed permanufacturer's specifications.·Install per manufacturers specificationsand per detail 5, sheet 45.Drawing provided for reference.·Typical scooter rack to be installed permanufacturer's specifications.·Install per manufacturers specificationsand per detail 4, sheet 45.Drainage/Curb Inlet - Bioswale SystemN.T.S.6STYLE: RAIN (NOT AS SHOWN)± 24" WIDE - CURB WIDTH + 18" MAINTENANCE BAND WIDTHREFER TO DETAIL 6 & 7, SHEET 29 FORBIOSWALE SECTION AND PLANDETAILS & SPECIFICATIONS PROVIDEDON MANUFACTURER WEBSITECITY OF BAKERSFIELDPUBLIC WORKS DEPARTMENT1501 TRUXTUN AVEBAKERSFIELD, CAFile Location: M:\127088_Downtown_\7.0_Production\7.03_Design\05_Landscape\Content\2 - Detailed Design - Chester Avenue\Sheets\127088L Details.dwg Last Saved: April 25, 2024, by jennifer.moore Plotted: Friday, April 26, 2024 8:25:17 AM by Jennifer Moore CHESTER AVENUE CORRIDOR ENHANCEMENTJune 30, 2024April 26, 2024537 South Broadway - Suite 500Los Angeles CA 90013 USAtel 213 769 0011www.arcadis.com10 Exchange Place - Suite 112Salt Lake City UT 84111 USAtel 801 532 4233www.arcadis.comBRUNDAGE LANE TO TRUXTUN AVENUEL45FURNISHING DETAILSSTREETSCAPE IMPROVEMENTS3210CHESTER AVENUE CORRIDOR ENHANCEMENT - ARCADIS PROJECT NO. 127088 | CITY PROJECT NO. T2K3046.9-533