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Home My WebLink AboutRES NO 052-2021RESOLUTION NO. 052 —2 02 1 RESOLUTION OF THE CITY OF BAKERSFIELD ADOPTING THE EASTSIDE CANAL CROSSINGS PLANNED MAJOR THOROUGHFARE AREA AND MAKING FINDINGS RELATIVE THERETO. (WARD 1) X-Refo WHEREAS, by Resolution of Intention No. 2077, adopted February 17, 2021, a public hearing was called for March 17, 2021, at the hour of 5:15 pm in the Council chambers in the City Hall, 1501 Truxtun Avenue, Bakersfield, California, regarding the establishment of the Eastside Canal Crossings Planned Major Thoroughfare Area; and. WHEREAS, notice of such hearing has been given to all affected property owners as such are shown on the latest equalized assessment roll; and, WHEREAS, such hearing has been duly and regularly held, and all persons interested have been given an opportunity to appear and be heard. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Bakersfield as follows: 1. The foregoing recitals are true and correct and incorporated herein by reference. 2. The facilities in the Eastside Canal Crossings Planned Major Thoroughfare Area are located on roads identified in the circulation element of the 2010 General Plan. 3. The Eastside Canal Crossings Planned Major Thoroughfare Area is in addition to existing major thoroughfares serving the area. 4. No majority protest as to the formation of the Eastside Canal Crossings Planned Major Thoroughfare Area exists. 5. The Council hereby finds that, as to the Eastside Canal Crossings Planned Major Thoroughfare Area, as described in the plans and maps attached hereto and incorporated herein by reference, subdivision and development of property within each such area will require construction of facilities, described in each such area either on the basis of benefits conferred on property for subdivision or on the need for such facilities created by the proposed subdivision and development of other property within such area, and that the fees provided within the schedule attached, are fairly apportioned. 6. The Eastside Canal Crossings Planned Major Thoroughfare Area Plan is hereby adopted. ---------- 00000 ---------- AKF9 -r m ~ r V O ORIGINAL I HEREBY CERTIFY that the foregoing Resolution was passed and adopted by the Council of the City of Bakersfield at a regular meeting thereof held on MAR 17 2021, by the following vote: CD- COUNCILMEMBER: ARIAS, GONZALES, WEIR, SMITH, FREEMAN, GRAY, PARLIER NOES: COUNCILMEMBER: fyO.,&— ABSTAIN: COUNCILMEMBER: 0+4. ABSENT: COUNCILMEMBER: J LIE DRIMIKIS, CMC CITY CLERK and Ex Officio Clerk of the Council of the City of Bakersfield APPROVED: MAR 17 2011 By: t;0(/4aWU1/ KAREN GOH, Mayor CITY OF BAKERSFIELD APPROVED AS TO FORM: VIRGINIA GENNARO City Attorney VIRIDIANA GALLARDO-KING Deputy City Attorney Attachments: Exhibit "A" Cost Estimate Exhibit "B" Fee Schedule Exhibit "C" Map of Improvements Exhibit "D" Map of Benefit Area S:\PROJECTS\Bridge District\MBTA Packet\5_Res Est Example.DOC oQ�AKF� n U r— CRIG!NAL Exhibit A Eastside Canal — Major Bridge and Thoroughfare District District improvements encompass both City and County property. Improvements include widening of canal crossing at Redbank Road, construction of canal crossing at E Wilson Road and widening of canal crossing at Muller Road. The individual improvements are described below. The Cost of the improvements are divided into 3 sub -districts each, encompasses a one square mile area centered at each crossing. Only undeveloped parcels are included in the District. The total acreage of each parcel is included, even if only a part of the parcel is in the 1 mile service area. Due to the proximity of the crossings there is an overlap of the districts. In an attempt at fairness in the distribution of the cost, these sub -districts are divided into 2 north and south sub -districts each. The parcels included in each district and sub -districts are shown in Figure 1 and in Table 1 and Tablet below. Sub -District 1 Sub -District 2 Sub -District 3 173-080-03 173-240-17 173-291-17 173-080-05 173-260-01 173-291-38 1 173-090-06 1 173-260-16 1 173-292-05 1 1 173-260-03 1 173-270-14 1 173-293-35 1 1 173-260-11 1 173-270-15 1 173-293-36 1 1 173-270-07 1 173-291-17 1 174-020-09 1 174-020-12 1 173-270-23 1 173-292-03 1 177-182-51 1 1 1 173-293-34 1 177-280-19 1 177- 177 - Table 1 Exhibit A Sub -District Sub -District Sub -District Sub -District Sub -District Sub -District 1 North 1 South 2 North 2 South 3 North 3 South 173-080-03 173-240-17 173-240-17 173-291-17 173-291-17 174-013-07 173-080-05 173-260-01 173-260-01 173-291-38 173-291-38 174-020-06 173-080-06 173-260-03 173-260-03 173-291-39 173-291-39 174-020-09 173-080-13 173-090-06 173-260-16 173-260-16 173-292-05 173-292-05 174-020-17 173-270-07 173-270-07 173-293-14 173-293-14 177-280-17 173-270-08 173-270-08 173-293-34 173-293-34 177-280-18 173-270-14 173-270-14 173-293-35 173-293-35 177-280-19 1 1 173-280-13 1 173-280-13 1 1 1 177-280-22 1 177-280-30 177-280-40 Table 2 CRIGNAL Exhibit A The cost for the improvements shown in Exhibit C as as follow: Eastside Canal - Major Bridge and Thoroughfare District Date: 12/30/2020 Redbank Road and Wilson Road Crossing Job No: 5046 Area: 958.51 Acres Prepared By: MAL Item No. Item Description Qty Unit Unit $ Item $ TOTALS MB&TD Costs for Canal Crossing Improvements Redbank Road Canal Crossing 1405.00 Canal Crossing Widening - Headwall and 1. grading included 2. Remove Concrete Head Wall 3. Retaing Wall 4. 6' Chainlink Canal Fence 5. 21' Pipe Gate 6. 6" Curb & Gutter 7. Sidewalk 8. Driveway 9. Sawcut 10. Pavement Removal (disposal off-site) 11. AC Paving / Agg Base / Subgrade 12. Pole relocaton 13. Canal Gate Replacement Kern Delta Fees 14. Seepage Loss Fee 15. Plan Review Fee 16. Encroachment Permit Surveying and Design Engineering 17. Engineering and Surveying 30 If 1405.00 42,150 2 ea 2000.00 4,000 38 If 80.00 3,040 277 If 10.00 2,770 1 ea 4000.00 4,000 76 If 40.00 3,040 285 sf 6.00 1,710 198 sf 9.00 1,782 80 If 3.00 240 76 sf 0.95 72 1273 sf 6.20 7,893 1 ea 15000.00 15,000 1 ea 15000.00 15,000 5,000 27. Encroachment Permit Subtotal 100,697 32 If 249.47 7,983 2 Is 5000.00 10,000 2 Is 500.00 1,000 Subtotal 18,983 1 Is 10000.00 10000.00 Subtotal 10,000 Subtotal Costs 129,680 18. 20% Contingency 25,936 Redbank Crossing - Total 155,616.05 Sub -District Acres = 419.09 Sub -district 1 Proportionate Share Cost Per Acre = 371.32 Wilson Road Canal Crossing 20. Canal Crossing - Headwall Included 90 If 1387.00 124,830 21. 6' Chainlink Canal Fence 76 If 10.00 760 22. 6" Curb & Gutter 76 If 40.00 3,040 23. Sidewalk 285 sf 6.00 1,710 24. AC Paving / Agg Base / Subgrade 2432 sf 6.20 15,078 Subtotal 145,418 Kern Delta Fees 25. Seepage Loss Fee 90 If 249.47 22,452 26. Plan Review Fee 1 Is 5000.00 5,000 27. Encroachment Permit 1 Is 500.00 500 Subtotal 27,952 Surveying and Design Engineering 28. Engineering and Surveying 1 Is 10000.00 Subtotal 10,000 Subtotal Costs 183,371 29. 20% Contingency 36,674 Wilson Crossing - Total 220,044.84 Sub -District Acres = 430.64 Sub -district 2 Proportionate Share Cost Per Acre = 510.97 �gAK�c9 a H m U r - O CRiG(tN.',A Exhibit A Eastside Canal - Major Bridge and Thoroughfare District Redbank Road and Wilson Road Crossing Area: 958.51 Acres 371.32 Sub -districts 1S and 2N (257.43 acres) Proportional Share (371.32+510.97) /AC = 882.29 Date: 12/30/2020 Job No: 5046 Prepared By: MAL Item No. Item Description Qty Unit Unit $ Item $ TOTALS. Muller Road Canal Crossing 31. Canal Crossing Widening - Headwall included 50 If 1387.00 69,350 32. Remove Concrete Head Wall 2 ea 2000.00 4,000 33. 6' Chainlink Canal Fence 76 If 10.00 760 34. 6" Curb and Gutter 76 If 40.00 3,040 35. Sidewalk 285 sf 6.00 1,710 36. Sawcut 80 If 3.00 240 37. Pavement Removal (disposal off-site) 76 sf 0.95 72 38. AC Paving / Agg Base / Subgrade 2033 sf 6.20 12,605 39. Pole Relocation 1 ea 15000.00 15,000 40. Pipe Access Gate Relocation 2 ea 1500.00 3,000 Subtotal 109,777 Kern Delta Fees 41. Seepage Loss Fee 50 If 249.47 12,474 42. Plan Review Fee 1 Is 5000.00 5,000 43. Encroachment Permit 1 Is 500.00 500 Subtotal 17,974 Surveying and Design Engineering 44. Engineering and Surveying 1 Is 10000.00 Subtotal 10,000 Total Costs 137,751 45. 20% Contingency 27,550 Muller Crossing Total 165,300.60 Sub -District Acres = 532.92 Sub -district 3 Proportionate Share Cost Per Acre = 310.18 Sub -district 1 N (161.66 acres) Proportional Share / AC = 371.32 Sub -districts 1S and 2N (257.43 acres) Proportional Share (371.32+510.97) /AC = 882.29 Sub -districts 2S and 3N (173.21 acres) Proportional Share (510.97+310.18) / AC = 821.15 Sub -district 3N (16.91 acres Parcel 177-182-51 Only) Proportional Share / AC = 310.18 Sub -district 3S (342.80 acres) Proportional Share / AC = 310.18 IZ' MCINTOSH & ASSOCIATES, Civil Engineers & Land Surveyors, 2001 Wheelan Court, Bakersfield, California 93309 0 AKF9c Eastside Canal Crossing - MBTD 2020-12-23.xis Page 2 of 2 MB Y-" r- m U p CRIG!NAI Exhibit B Eastside Canal - Major Bridge and Thoroughfare District I Parcel 173-080-03 173-080-05 173-080-06 173-080-13 173-080-17 173-090-06 173-240-17 173-260-01 173-260-03 173-260-11 173-260-15 173-260-16 173-270-07 173-270-08 173-270-14 173-270-15 173-270-23 173-280-13 173-291-17 . 173-291-38 173-291-39 173-292-01 173-292-03 173-292-05 173-293-14 173-293-34 173-293-35 173-293-36 177-182-51 174-013-07 174-020-06 174-020-09 174-020-12 174-020-15 174-020-17 177-280-17 177-280-18 177-280-19 177-280-20 177-280-21 177-280-22 177-280-30 177-280-40 Total Acres: Acres 48.97 30.50 21.32 25.83 21.07 13.97 17.37 38.13 39.09 3.40 32.27 38.41 4.17 1.55 8.55 26.49 9.41 38.59 3.04 3.05 3.04 10.00 22.97 116.97 2.43 3.04 3.04 5.63 16.91 152.72 2.26 39.55 46.77 31.28 15.87 5.00 5.00 10.00 14.45 2.39 2.39 10.00 5.12 952.01 Sub District 1 North 1 North 1 North 1 North 1 North 1 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 1 South & 2 North 2 South & 3 North 2 South & 3 North 2 South & 3 North 2 South & 3 North 2 South & 3 North 2 South & 3 North 2 South & 3 North 2 South & 3 North 2 South & 3 North 2 South & 3 North 3 North 3 South 3 South 3 South 3 South 3 South 3 South 3 South 3 South 3 South 3 South 3 South 3 South 3 South 3 South Cost Per Acre $371.32 $371.32 $371.32 $371.32 $371.32 $371.32 $882.29 $882.29 $882.29 $882.29 $882.29 $882.29 $882.29 $882.29 $882.29 $882.29 $882.29 $882.29 $821.15 $821.15 $821.15 $821.15 $821.15 $821.15 $821.15 $821.15 $821.15 $821.15 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 $310.18 Total Fees: Fee $18,183.49 $11,325.23 $7,916.52 $9,591.17 $7,823.69 $5,187.33 $15,325.39 $33,641.74 $34,488.74 $2,999.79 $28,471.52 $33,888.78 $3,679.15 $1,367.55 $7,543.58 $23,371.88 $8,302.35 $34,047.59 $2,496.30 $2,504.51 $2,496.30 $8,211.51 $18,861.83 $96,050.00 $1,995.40 $2,496.30 $2,496.30 $4,623.08 $5,245.13 $47,370.54 $701.00 $12,267.58 $14,507.07 $9,702.40 $4,922.54 $1,550.90 $3,101.79 $4,482.09 $741.33 $741.33 $3,101.79 $1,588.12 540,961.49 Fees to be adjusted annually by City of Los Angeles Construction Cost Index (CCI) published by E.N.R. o�eAKF9 CT m ~ r U G ORIGlr.A Exhibit C Improvements associated with each sub -district are described below: Redbank Road Crossing Redbank Road is classified as a collector (90' right-of-way) see Figure 2 below. The work associated with this crossing is as follow: • Removal of existing concrete headwalls • Extension of canal crossing (15' to the North and 15' to the South) • Construction of 6' concrete wall along the south side • Construction of 6' chain link fence at north side • Construction of 6' chain link fence along canal property on south side. • Construction of Pipe Gate for vehicle access • Construction of Driveway • Grade canal to match existing canal walls to new culvert and headwall • Sawcut existing pavement 1' beyond existing edge of pavement • Remove and discard of 1' section of pavement sawcut. • Pave the additional portion of the road (20' on both side) • Construct Curb, Gutter and Sidewalk • Relocate power poles • 1 canal gate will be replaced qN 1� 1 LIMITS OF GRADING n Z i4 1 1 FUTURE CURB & GUTTER _REDBANK ROAD , _`44 _ CANAL GATE TO BE RELOCATED � _ COUNTY CITY FUTURE BACK OF WALK CANAL GATE TO BE REMOVED CULVERT EXTENSION _r RELOCATE EXISTING POLE >- EXISTING EP a EXISTING CULVERT = SAWCUT/LIMITS OF PAVEMENT c ',,,, EXISTING EP 0 ,-FUTURE CURB & GUTTER a' $ CULVERT EXTENSION i 1` LIMITS OF GRADING 11 I REDBANK CULVERT CROSSING o�gAKF9 Cn T ~ r U CD 0RIG!NAL Exhibit C East Wilson Road Crossing East Wilson Road is classified as a collector (90' right-of-way) see Figure 3 below. The work associated with this crossing is as follow: • Construct canal crossing • Grade canal to match new culvert and headwall with existing canal • Construction of 6' chain link fence over headwall • Pave 64' wide roadway • Construct Curb, Gutter and Sidewalk �fi a 1N LIMITS OF GRADING z 1 CULVERT EXTENSION r } U. 0 x LIMITS OF WORK C) q O FUTURE CURB & GUTTER �C E. WILSON ROAD I 1 , FUTURE BACK OF WALK FUTURE CURB & GUTTER a' a CULVERT EXTENSION N t LIMITS OF GRADING EAST WILSON CULVERT CROSSING o��AKF�.nc, c � r U � CRIGINAL Exhibit C Muller Road Crossing Muller Road is classified as an arterial (110' right-of-way) see Figure 4 below. The work associated with this crossing is as follow: • Removal of existing concrete headwalls • Extension of canal crossing (25' to the North and 25' to the South) • Sawcut existing pavement 1' beyond existing edge of pavement • Remove and discard of 1' section of pavement sawcut. • Pave the additional portion of the road (33' on both sides) • Construction of 6' chain link fence on top of new headwalls • Grade canal to match existing canal slopes to new culvert and headwall • Construct Curb, Gutter and Sidewalk • Relocate power pole • Relocate access gates on south side of road N IN 0 q —I q_ LIMITS OF GRADING 1 CULVERT EXTENSION FUTURE CURB & GUTTER ------- t t HULLER ROAD — —t RELOCATE EXISTING GATE T. 1 EXISTING EP `EXISTING CULVERT = SAWCUT/LIMITS OF PAVEMENT EXISTING EP c 0 RELOCATE EXISTING GATE FUTURE CURB & GUTTE0l Ja FUTURE BACK OF WALK t. N RELOCATE EXISTING POLE —I CULVERT EXTENSION LIMITS OF GRADING MULLER CULVERT CROSSING o�gAKF9 �n T CRIGii` AL IIIICI=111,H1111111N= 0 RMS,Mimi l� r 1 11 173-240-17 U- w 6 0 r, ---------- 0 0 M i 173-291-38 173-291-391 173-291-17 —1— 173-293-35 173-293-36 Fl -FT T 173-21 93-14 1 .; 173-080-03 �1 I�173-080-13 til � U 173-080-05 a� 173-080-06 173-270-08EH \ e i 173-270-07 - / 171 3-270-14 �rsi►Ii i iim h +�� 173-270-23 f I Ln o N 173-280-13 i ►tri r :3 I -- o M T, Wilson Rd. 430.64 Ac Crossing M r�17,cril, -1 173-292-05 o rn N O o N N N a w 174-020-060 CNN CO -- ---- _ ill - - -� � .._...�. �.�' OD� 00i 00 l N'N'N 532.92 Ac Muller Rd. I .� Cros, ng 0 174-020-12 =� 0 CD -_j Q N p 1 w 2 p N w� 174-013-07 2 4- �I a Ln o z0 00� CD z 020, � E. WHITE LANE__ �C = Tributary only to Muller Crossing due to proximity 177-280-1.8 � bai<erstiew M � CD CD N N U 173-291-38 173-291-391 173-291-17 —1— 173-293-35 173-293-36 Fl -FT T 173-21 93-14 1 .; 173-080-03 �1 I�173-080-13 til � U 173-080-05 a� 173-080-06 173-270-08EH \ e i 173-270-07 - / 171 3-270-14 �rsi►Ii i iim h +�� 173-270-23 f I Ln o N 173-280-13 i ►tri r :3 I -- o M T, Wilson Rd. 430.64 Ac Crossing M r�17,cril, -1 173-292-05 o rn N O o N N N a w 174-020-060 CNN CO -- ---- _ ill - - -� � .._...�. �.�' OD� 00i 00 l N'N'N 532.92 Ac Muller Rd. I .� Cros, ng 0 174-020-12 =� 0 CD -_j Q N p 1 w 2 p N w� 174-013-07 2 4- �I a Ln o z0 00� CD z 020, � E. WHITE LANE__ �C = Tributary only to Muller Crossing due to proximity 177-280-1.8 �