City Council

Cabot City Council Agenda Meeting Cabot City Annex – Council Chambers August 6, 2018, 2017 @ 6:30 p.m. Call to Order Public Works – Ed Long 1. Highway 321 Widening Project Mayor Cypert (3rd party info. regarding maintenance will be provided Monday night) 2. Public Works Input Budget & Personnel – Ann Gilliam 1. Appoint Liz Bird to Planning Commission Mayor Cypert 2. Parks and Recreation Grant Travis Young 3. Budget & Personnel Community Input Police & Fire – Rick Prentice 1. Fire Protection Outside City Limits Ordinance Chief Robinson 2. Monthly Reports – Fire Department Chief Robinson (See Last Months Council Packet) 3. Monthly Reports – Police Department Chief Davis (See Last Months Council Packet) 4. Police & Fire Community Input Community Development – Kevin Davis 1. Community Development Input General Community Input Adjournment ThisPageleft Blank Public Works ThisPageleft Blank  ORDINANCE NO. __ OF 2018 AN ORDINANCE ACCEPTING A PORTION OF HIGHWAY 367, SECTION 14, BETWEEN HWY 321 AND HIGHWAY 38 INTO THE STREET SYSTEM FOR THE CITY OF CABOT, LONOKE COUNTY, ARKANSAS FROM THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT; DELCARING AND EMERGENCY; AND FOR OTHER PURPOSES WHEREAS, a portion of Highway 367, specifically Section 14, between Highway 321 and Highway 38 will be widening to five lanes upon completion of Job 061509 by Arkansas Department of Transportation (ARDOT); and WHEREAS, the City of Cabot desires to partner with ARDOT to expedite the design and construction of said project; and WHEREAS, the City of Cabot agrees to accept all ownership and full responsibility for the maintenance of that portion of Highway 367, Section 14, between Highway 321 and Highway 38 with the roadway constructed by ARDOT Job 061509, in the City of Cabot, which is to be transferred to the City of Cabot, in accordance with Arkansas Code Annotated § 14-301-102; and WHEREAS, acceptance of the proposed change and transfer is practical and will be in the best interest of the City of Cabot and the public. NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL FOR THE CITY OF CABOT, ARKANSAS: SECTION NO. 1: The City of Cabot, Arkansas, hereby agrees and accepts Highway 367, Section 14, between Highway 321 and Highway 38 with the roadway constructed by ARDOT Job 061509, in the City of Cabot, into the City of Cabot’s City Street System. SECTION NO. 2: Pursuant to Arkansas Code Annotated § 14-301-102, this change to the State Highway System and the Cabot City Street System, reflected on attached Exhibit "A", is hereby accepted and authorized by the City Council of the City of Cabot, Arkansas. SECTION NO. 3: A copy of the ordinance duly certified by the City Clerk shall be filed in the office of the Recorder of Lonoke County and recorded in the deed of said county. SECTION NO. 4: Upon completion of the roadway constructed by ARDOT Job 061509, that portion of Highway 367, Section 14, between Highway 321 and Highway 38, in the City of Cabot, Lonoke County and after the City of Cabot receives official notification from the Deputy Director and Chief Engineer with ARDOT that said portion of Highway 367 is removed from the State Highway System by the State Highway Commission, this Ordinance shall take effect and be in force immediately thereafter. SECTION NO. 5: A copy of this Ordinance shall be submitted to the Arkansas State Highway and Transportation Department for their records. SECTION NO. 6: Emergency Clause. ARDOT will advance the bid letting date to start construction of the Highway 321 widening from May 2020 to May 2019, 1 full year earlier. The widening of that portion of Highway 367, Section 14, between Highway 321 and Highway 38, in the City of Cabot, is of proper and beneficial use for the City of Cabot, Arkansas and is of great importance to the health and welfare of its citizens. An emergency is therefore declared and this ordinance being necessary for the preservation of the public peace, health, safety and welfare shall be in full force and effect. SPONSOR: ADOPTION: William A. “Bill” Cypert EMERGENCY CLAUSE: DATE: APPROVED: William A. “Bill” Cypert, Mayor APPROVED AS TO FORM: ATTEST: ______________________________ _______________________________ Jim Taylor, City Attorney Tammy Yocom, City Clerk-Treasurer  Bridge Inspection Report 01365 SH 367 Log 1.26 over Dredge Ditch Inspection Date: Inspected By: Inspection Type(s): Inspector: BCI = 80.05 Structure Number: 01365 Inspection Date: Facility Carried: SH 367 Log 1.26 Bridge Inspection Report National Bridge Inventory IDENTIFICATION INSPECTIONS (1) STATE CODE 056 - Arkansas (90) INSPECTION DATE 08/03/2017 (8) STRUCTURE NUMBER 01365 (91) DESIGNATED INSPECTION FREQUENCY 24 (5) INV. ROUTE (ON/UNDER) 1 3 1 367 0 (92) CRITICAL FEATURE INSPECTION (93) CFI DATE (2) HIGHWAY AGENCY 06 (3) COUNTY CODE 085 A. FRACTURE CRITICAL DETAIL N (4) PLACE CODE 09780 B. UNDERWATER INSPECTION N (6) FEATURES INTERSECTED Dredge Ditch C. OTHER SPECIAL N (7) FACILITY CARRIED SH 367 Log 1.26 CONDITION (9) LOCATION 1.26 MI NE JCT SH 5 (58) DECK 6 (11) MILEPOINT 1.260 (12) BASE HIGHWAY NETWORK 0 (59) SUPERSTRUCTURE 6 (60) SUBSTRUCTURE 6 Fair (13A) LRS INVENTORY ROUTE 0000000000 (13B) SUBROUTE NUMBER 00 (61) CHANNEL & CHANNEL PROTECTION 6 (62) CULVERT N (16) LATITUDE 34.95684 (17) LONGITUDE -92.04344 LOAD RATING AND POSTING (98A) BORDER BRIDGE CODE (31) DESIGN LOAD 2 PERCENT RESPONSIBILITY (99) BORDER BRIDGE STRUCT (63) METHOD USED TO DETERMINE OPERATING RATING 1 STRUCTURE TYPE AND MATERIAL (64) OPERATING RATING 53 (43) STRUCTURE TYPE, MAIN (65) METHOD USED TO DETERMINE INVENTORY RATING 1 A) KIND OF MATERIAL/DESIGN: 1 - Concrete (66) INVENTORY RATING 32 B) TYPE OF DESIGN/CONSTR: 04 - Tee Beam (70) BRIDGE POSTING 5 (44) STRUCTURE TYPE, APPROACH SPANS (41) STRUCTURE OPEN/POSTED/CLOSED A A) KIND OF MATERIAL/DESIGN: 0 - Other APPRAISAL B) TYPE OF DESIGN/CONSTR: 00 - Other (67) STRUCTURAL EVALUATION 6 (45) NUMBER OF SPANS IN MAIN 3 (46) NUMBER OF APPROACH 0 (68) DECK GEOMETRY 2 (107) DECK STRUCTURE TYPE 1 (108A) WEARING SURFACE 6 (69) UNDERCLEARANCES, VERTICAL & HORIZONTAL N (108B) DECK MEMBRANE 0 (108C) DECK PROTECTION 0 (71) WATERWAY ADEQUACY 8 AGE OF SERVICE (72) APPROACH ROADWAY ALIGNMENT 8 (27) YEAR BUILT 1928 (106) YEAR RECONSTRUCTED 0000 (36) TRAFFIC SAFETY FEATURE (42) TYPE OF SERVICE ON 1 UNDER 5 36A) BRIDGE RAILINGS: 0 (28) LANES ON 02 UNDER 00 36B) TRANSITIONS: 0 (29) AVERAGE DAILY TRAFFIC 11000 (19) BYPASS DETOUR LENGTH 1 36C) APPROACH GUARDRAIL: 0 (30) YEAR OF AVERAGE DAILY TRAFFIC 2014 36D) APPROACH GUARDRAIL ENDS: 0 (109) AVERAGE DAILY TRUCK TRAFFIC 1 (113) SCOUR CRITICAL BRIDGES 5 GEOMETRIC DATA SUFFICIENCY RATING 2 STATUS 74.6 (48) LENGTH OF MAX SPAN (ft.) 45 (49) STRUCTURE LENGTH (ft.) 105 CLASSIFICATION (50) CURB/SIDEWALK WIDTHS (ft.) LEFT 0 RIGHT 0 (112) NBIS BRIDGE LENGTH Y (51) BRDG RDWY WIDTH CURB-TO-CURB (ft.) 24.3 (104) HIGHWAY SYSTEM OF THE INVENTORY ROUTE 0 (52) DECK WIDTH, OUT-TO-OUT (ft.) 26.8 (26) FUNCTIONAL CLASSIFICATION OF INVENTORY ROUTE 16 (32) APPROACH ROADWAY WIDTH (ft.) 29.9 (100) STRAHNET HIGHWAY DESIGNATION 0 (33) BRIDGE MEDIAN 0 (34) SKEW (DEG.) 45 (101) PARALLEL STRUCTURE DESIGNATION N (35) STRUCTURE FLARED 0 (10) INV RTE, MIN VERT CLEAR (ft.) 99.99 (102) DIRECTION OF TRAFFIC 2 (47) TOTAL HORIZONTAL CLEARANCE (ft.) 25.3 (103) TEMP STRUCTURE (53) VERTICAL CLEARANCE OVER BRIDGE ROADWAY (ft.) 99.99 (105) FEDERAL LANDS HIGHWAYS 0 (54) VERTICAL UNDER CLEARANCE (ft.) N 0 (110) DESIGNATED NATIONAL NETWORK 0 (55) LATERAL UNDER CLEARANCE RIGHT (ft.) N 99.9 (20) TOLL 3 (56) MIN LATERAL UNDER CLEARANCE (ft.) 0 (21) MAINTENANCE RESPONSIBILITY 01 PROPOSED IMPROVEMENTS (22) OWNER 01 (75A) TYPE OF WORK PROPOSED 31 (75B) WORK DONE BY 1 (37) HISTORICAL 5 (76) LENGTH OF STRUCTURE IMPROVEMENT (ft.) 132.0 NAVIGATION DATA (94) BRIDGE IMPROVEMENT COST ($) 0 (38) NAVIGATION CONTROL 0 (95) ROADWAY IMPROVEMENT COST ($) 306 (111) PIER OR ABUTMENT PROTECTION 1 (96) TOTAL PROJECT COST 737 (39) NAV VERT CLEARANCE (ft.) 0 (97) YEAR OF IMPROVEMENT COST ESTIMATE 2003 (116) MIN NAVIGATION VERT CLEARANCE, VERT LIFT BRIDGE (ft.) 0 (114) FUTURE ADT 16572 (115) YEAR OF FUTURE ADT 2028 (40) NAV HORIZONTAL CLEARANCE (ft.) 0 Page 2 of 7 Inspector: Structure Number: 01365 Inspection Date: Facility Carried: SH 367 Log 1.26 Bridge Inspection Report Element Inspection Total Condition Condition Condition Condition Environment Units Quantity State 1 State 2 State 3 State 4 16 - Reinforced Concrete Top Flange 1- Ben. 2835 sq. ft. 2795 20 20 0 Span 1 between girders 1 and 2, spall with exposed rebar. Photo attached. Span 1 between girders 1 and 2, delamination. Span 3 between girders 1 and 2 and 2 and 3. See photo 1080 - Delamination/Spall/Patched Area 4 4 1090 - Exposed Rebar 20 20 1130 - Cracking (RC and Other) 16 16 510 - Wearing Surfaces 2520 sq. ft. 2520 110 - Reinforced Concrete Open 1- Ben. 315 ft. 296 13 6 0 Girder/Beam Span 2 at bent 2. Spall with exposed rebar on the end of the girder over the bearing. Span 2, girder 3 at bent 3. Spall with exposed rebar. Span 2 girder 2 at bent 3. Spalls with exposed rebar. Span 2, girder 3, right side at bent 3. Spalls with exposed rebar. 1080 - Delamination/Spall/Patched Area 2 2 1090 - Exposed Rebar 17 13 4 205 - Reinforced Concrete Column 1- Ben. 6 each 0 4 2 0 Bent 2, columns 1 and 2 have spalls with exposed rebar. 1090 - Exposed Rebar 2 2 1190 - Abrasion/Wear (PSC/RC) 4 4 215 - Reinforced Concrete Abutment 1- Ben. 82 ft. 74 8 0 0 Scattered cracks in the north abutment. 1130 - Cracking (RC and Other) 8 8 234 - Reinforced Concrete Pier Cap 1- Ben. 70 ft. 57 4 9 0 The cap of bent 2 has Spalls with exposed rebar and delaminations on the back and ahead sides. Bent 3 ahead side under girder 3. Spall with exposed rebar. 1080 - Delamination/Spall/Patched Area 6 6 1090 - Exposed Rebar 7 4 3 331 - Reinforced Concrete Bridge Railing 1- Ben. 210 ft. 110 100 0 0 1080 - Delamination/Spall/Patched Area 100 100 Page 3 of 7 Inspector: Structure Number: 01365 Inspection Date: Facility Carried: SH 367 Log 1.26 Bridge Inspection Report Maintenance Needs Date Reported: 08/11/2015 Priority: C - Important Work Code: Deficiency Description: The cap of bent 2 on the ahead face has spalls and delaminations under the girders. Work Description: Date Repairs Completed: Maintenance Comments: Stage: Open PHOTO 1 Description Bent 2, looking back. The cap has delaminations under girder 2 and a spall with exposed rebar under girder 3 Page 4 of 7 Inspector: Structure Number: 01365 Inspection Date: Facility Carried: SH 367 Log 1.26 Bridge Inspection Report Maintenance Needs Date Reported: 08/11/2015 Priority: D - Routine Work Code: Deficiency Description: Both bridge rails have minor traffic damage Work Description: Date Repairs Completed: Maintenance Comments: Assigned Lonoke 06431 9-30-15 Page 5 of 7 Inspector: Structure Number: 01365 Inspection Date: Facility Carried: SH 367 Log 1.26 Bridge Inspection Report Maintenance Needs Date Reported: 08/11/2015 Priority: C - Important Work Code: Deficiency Description: The cap of bent 3 on the ahead face has a spall under girder 3. Photo attached. Work Description: Date Repairs Completed: Maintenance Comments: Stage: Open Stage: Monitor PHOTO 1 Description Bent 3, ahead side under girder 3. PHOTO 2 Description Bent 3 cap ahead face under girder. Spall with exposed rebar. Spall on the cap. Page 6 of 7 Inspector: Structure Number: 01365 Inspection Date: Facility Carried: SH 367 Log 1.26 Bridge Inspection Report Maintenance Needs Date Reported: 08/11/2015 Priority: C - Important Work Code: Deficiency Description: Span 2, girder 3 at Bent 3 has a spall with exposed rebar on the right side. Photo attached. Work Description: Date Repairs Completed: Maintenance Comments: Stage: Open Stage: Monitor PHOTO 1 Description Bent 2, looking at the left end. PHOTO 2 Description Span 2 at bent 3 girder 3 spall with Girder 1 of span 2 has a spall at the exposed rebar. end over the bearing. Page 7 of 7  Bridge Inspection Report 01441 SH 367Log 0.44 over WHITE OAK CREEK Inspection Date: Inspected By: Inspection Type(s): Inspector: BCI = 88.51 Structure Number: 01441 Inspection Date: Facility Carried: SH 367Log 0.44 Bridge Inspection Report National Bridge Inventory IDENTIFICATION INSPECTIONS (1) STATE CODE 056 - Arkansas (90) INSPECTION DATE 08/03/2017 (8) STRUCTURE NUMBER 01441 (91) DESIGNATED INSPECTION FREQUENCY 24 (5) INV. ROUTE (ON/UNDER) 1 3 1 367 0 (92) CRITICAL FEATURE INSPECTION (93) CFI DATE (2) HIGHWAY AGENCY 06 (3) COUNTY CODE 085 A. FRACTURE CRITICAL DETAIL N (4) PLACE CODE 09780 B. UNDERWATER INSPECTION N (6) FEATURES INTERSECTED WHITE OAK CREEK C. OTHER SPECIAL N (7) FACILITY CARRIED SH 367Log 0.44 CONDITION (9) LOCATION .44 MI NE JCT SH 5 (58) DECK 7 (11) MILEPOINT 0.440 (12) BASE HIGHWAY NETWORK 0 (59) SUPERSTRUCTURE 7 (60) SUBSTRUCTURE 7 Good (13A) LRS INVENTORY ROUTE 0000000000 (13B) SUBROUTE NUMBER 00 (61) CHANNEL & CHANNEL PROTECTION 7 (62) CULVERT N (16) LATITUDE 34.950417 (17) LONGITUDE -92.055687 LOAD RATING AND POSTING (98A) BORDER BRIDGE CODE (31) DESIGN LOAD 2 PERCENT RESPONSIBILITY (99) BORDER BRIDGE STRUCT (63) METHOD USED TO DETERMINE OPERATING RATING 1 STRUCTURE TYPE AND MATERIAL (64) OPERATING RATING 60 (43) STRUCTURE TYPE, MAIN (65) METHOD USED TO DETERMINE INVENTORY RATING 1 A) KIND OF MATERIAL/DESIGN: 1 - Concrete (66) INVENTORY RATING 36 B) TYPE OF DESIGN/CONSTR: 04 - Tee Beam (70) BRIDGE POSTING 5 (44) STRUCTURE TYPE, APPROACH SPANS (41) STRUCTURE OPEN/POSTED/CLOSED A A) KIND OF MATERIAL/DESIGN: 0 - Other APPRAISAL B) TYPE OF DESIGN/CONSTR: 00 - Other (67) STRUCTURAL EVALUATION 7 (45) NUMBER OF SPANS IN MAIN 1 (46) NUMBER OF APPROACH 0 (68) DECK GEOMETRY 2 (107) DECK STRUCTURE TYPE 1 (108A) WEARING SURFACE 6 (69) UNDERCLEARANCES, VERTICAL & HORIZONTAL N (108B) DECK MEMBRANE 0 (108C) DECK PROTECTION 0 (71) WATERWAY ADEQUACY 8 AGE OF SERVICE (72) APPROACH ROADWAY ALIGNMENT 8 (27) YEAR BUILT 1930 (106) YEAR RECONSTRUCTED 0000 (36) TRAFFIC SAFETY FEATURE (42) TYPE OF SERVICE ON 1 UNDER 5 36A) BRIDGE RAILINGS: 0 (28) LANES ON 02 UNDER 00 36B) TRANSITIONS: 0 (29) AVERAGE DAILY TRAFFIC 9800 (19) BYPASS DETOUR LENGTH 1 36C) APPROACH GUARDRAIL: 0 (30) YEAR OF AVERAGE DAILY TRAFFIC 2014 36D) APPROACH GUARDRAIL ENDS: 0 (109) AVERAGE DAILY TRUCK TRAFFIC 1 (113) SCOUR CRITICAL BRIDGES 7 GEOMETRIC DATA SUFFICIENCY RATING 2 STATUS 76.8 (48) LENGTH OF MAX SPAN (ft.) 34 (49) STRUCTURE LENGTH (ft.) 35 CLASSIFICATION (50) CURB/SIDEWALK WIDTHS (ft.) LEFT 1.5 RIGHT 1.5 (112) NBIS BRIDGE LENGTH Y (51) BRDG RDWY WIDTH CURB-TO-CURB (ft.) 27.0 (104) HIGHWAY SYSTEM OF THE INVENTORY ROUTE 0 (52) DECK WIDTH, OUT-TO-OUT (ft.) 30 (26) FUNCTIONAL CLASSIFICATION OF INVENTORY ROUTE 16 (32) APPROACH ROADWAY WIDTH (ft.) 34.1 (100) STRAHNET HIGHWAY DESIGNATION 0 (33) BRIDGE MEDIAN 0 (34) SKEW (DEG.) 0 (101) PARALLEL STRUCTURE DESIGNATION N (35) STRUCTURE FLARED 0 (10) INV RTE, MIN VERT CLEAR (ft.) 99.99 (102) DIRECTION OF TRAFFIC 2 (47) TOTAL HORIZONTAL CLEARANCE (ft.) 27.9 (103) TEMP STRUCTURE (53) VERTICAL CLEARANCE OVER BRIDGE ROADWAY (ft.) 99.99 (105) FEDERAL LANDS HIGHWAYS 0 (54) VERTICAL UNDER CLEARANCE (ft.) N 0 (110) DESIGNATED NATIONAL NETWORK 0 (55) LATERAL UNDER CLEARANCE RIGHT (ft.) N 99.9 (20) TOLL 3 (56) MIN LATERAL UNDER CLEARANCE (ft.) 0 (21) MAINTENANCE RESPONSIBILITY 01 PROPOSED IMPROVEMENTS (22) OWNER 01 (75A) TYPE OF WORK PROPOSED 31 (75B) WORK DONE BY 1 (37) HISTORICAL 5 (76) LENGTH OF STRUCTURE IMPROVEMENT (ft.) 57.0 NAVIGATION DATA (94) BRIDGE IMPROVEMENT COST ($) 0 (38) NAVIGATION CONTROL 0 (95) ROADWAY IMPROVEMENT COST ($) 125 (111) PIER OR ABUTMENT PROTECTION 1 (96) TOTAL PROJECT COST 254 (39) NAV VERT CLEARANCE (ft.) 0 (97) YEAR OF IMPROVEMENT COST ESTIMATE 2003 (116) MIN NAVIGATION VERT CLEARANCE, VERT LIFT BRIDGE (ft.) 0 (114) FUTURE ADT 13810 (115) YEAR OF FUTURE ADT 2028 (40) NAV HORIZONTAL CLEARANCE (ft.) 0 Page 2 of 3 Inspector: Structure Number: 01441 Inspection Date: Facility Carried: SH 367Log 0.44 Bridge Inspection Report Element Inspection Total Condition Condition Condition Condition Environment Units Quantity State 1 State 2 State 3 State 4 16 - Reinforced Concrete Top Flange 1- Ben. 1050 sq. ft. 1047 3 0 0 Small spalls in the soffit at bent 2 between girders. 1090 - Exposed Rebar 3 3 510 - Wearing Surfaces 945 sq. ft. 945 110 - Reinforced Concrete Open 1- Ben. 140 ft. 134 4 2 0 Girder/Beam Girder 4 near bent 2 has Spalls with exposed rebar on the right side. 1090 - Exposed Rebar 6 4 2 215 - Reinforced Concrete Abutment 1- Ben. 108 ft. 104 4 0 0 Bent 1 right of girder 4, diagonal crack. 1130 - Cracking (RC and Other) 4 4 331 - Reinforced Concrete Bridge Railing 1- Ben. 70 ft. 68 0 2 0 The right end post at bent 2 is spalled at the base. 1080 - Delamination/Spall/Patched Area 2 2 Page 3 of 3  Bridge Inspection Report 01442 SH 367 Log 0.99 over DUFF CREEK Inspection Date: Inspected By: Inspection Type(s):  BCI = 93.09 Inspector: Structure Number: 01442 Inspection Date: Facility Carried: SH 367 Log 0.99 Bridge Inspection Report National Bridge Inventory IDENTIFICATION INSPECTIONS (1) STATE CODE 056 - Arkansas (90) INSPECTION DATE 08/03/2017 (8) STRUCTURE NUMBER 01442 (91) DESIGNATED INSPECTION FREQUENCY 24 (5) INV. ROUTE (ON/UNDER) 1 3 1 367 0 (92) CRITICAL FEATURE INSPECTION (93) CFI DATE (2) HIGHWAY AGENCY 06 (3) COUNTY CODE 085 A. FRACTURE CRITICAL DETAIL N (4) PLACE CODE 00000 B. UNDERWATER INSPECTION N (6) FEATURES INTERSECTED DUFF CREEK C. OTHER SPECIAL N (7) FACILITY CARRIED SH 367 Log 0.99 CONDITION (9) LOCATION .99 MI NE OF PULASKI CO (58) DECK 7 (11) MILEPOINT 0.990 (12) BASE HIGHWAY NETWORK 0 (59) SUPERSTRUCTURE 7 (60) SUBSTRUCTURE 7 Good (13A) LRS INVENTORY ROUTE 0000000000 (13B) SUBROUTE NUMBER 00 (61) CHANNEL & CHANNEL PROTECTION 8 (62) CULVERT N (16) LATITUDE 34.95472 (17) LONGITUDE -92.04748 LOAD RATING AND POSTING (98A) BORDER BRIDGE CODE (31) DESIGN LOAD 2 PERCENT RESPONSIBILITY (99) BORDER BRIDGE STRUCT (63) METHOD USED TO DETERMINE OPERATING RATING 1 STRUCTURE TYPE AND MATERIAL (64) OPERATING RATING 60.0 (43) STRUCTURE TYPE, MAIN (65) METHOD USED TO DETERMINE INVENTORY RATING 1 A) KIND OF MATERIAL/DESIGN: 1 - Concrete (66) INVENTORY RATING 36.0 B) TYPE OF DESIGN/CONSTR: 04 - Tee Beam (70) BRIDGE POSTING 5 (44) STRUCTURE TYPE, APPROACH SPANS (41) STRUCTURE OPEN/POSTED/CLOSED A A) KIND OF MATERIAL/DESIGN: 0 - Other APPRAISAL B) TYPE OF DESIGN/CONSTR: 00 - Other (67) STRUCTURAL EVALUATION 7 (45) NUMBER OF SPANS IN MAIN 1 (46) NUMBER OF APPROACH 0 (68) DECK GEOMETRY 2 (107) DECK STRUCTURE TYPE 1 (108A) WEARING SURFACE 6 (69) UNDERCLEARANCES, VERTICAL & HORIZONTAL N (108B) DECK MEMBRANE 0 (108C) DECK PROTECTION 0 (71) WATERWAY ADEQUACY 7 AGE OF SERVICE (72) APPROACH ROADWAY ALIGNMENT 8 (27) YEAR BUILT 1930 (106) YEAR RECONSTRUCTED 0000 (36) TRAFFIC SAFETY FEATURE (42) TYPE OF SERVICE ON 1 UNDER 5 36A) BRIDGE RAILINGS: 0 (28) LANES ON 02 UNDER 00 36B) TRANSITIONS: 0 (29) AVERAGE DAILY TRAFFIC 9800 (19) BYPASS DETOUR LENGTH 4 36C) APPROACH GUARDRAIL: 0 (30) YEAR OF AVERAGE DAILY TRAFFIC 2014 36D) APPROACH GUARDRAIL ENDS: 0 (109) AVERAGE DAILY TRUCK TRAFFIC 1 (113) SCOUR CRITICAL BRIDGES 5 GEOMETRIC DATA SUFFICIENCY RATING 2 STATUS 74.5 (48) LENGTH OF MAX SPAN (ft.) 34 (49) STRUCTURE LENGTH (ft.) 35 CLASSIFICATION (50) CURB/SIDEWALK WIDTHS (ft.) LEFT 1.5 RIGHT 1.5 (112) NBIS BRIDGE LENGTH Y (51) BRDG RDWY WIDTH CURB-TO-CURB (ft.) 26.9 (104) HIGHWAY SYSTEM OF THE INVENTORY ROUTE 0 (52) DECK WIDTH, OUT-TO-OUT (ft.) 30 (26) FUNCTIONAL CLASSIFICATION OF INVENTORY ROUTE 16 (32) APPROACH ROADWAY WIDTH (ft.) 32.2 (100) STRAHNET HIGHWAY DESIGNATION 0 (33) BRIDGE MEDIAN 0 (34) SKEW (DEG.) 0 (101) PARALLEL STRUCTURE DESIGNATION N (35) STRUCTURE FLARED 0 (10) INV RTE, MIN VERT CLEAR (ft.) 99.99 (102) DIRECTION OF TRAFFIC 2 (47) TOTAL HORIZONTAL CLEARANCE (ft.) 27.9 (103) TEMP STRUCTURE (53) VERTICAL CLEARANCE OVER BRIDGE ROADWAY (ft.) 99.99 (105) FEDERAL LANDS HIGHWAYS 0 (54) VERTICAL UNDER CLEARANCE (ft.) N 0 (110) DESIGNATED NATIONAL NETWORK 0 (55) LATERAL UNDER CLEARANCE RIGHT (ft.) N 99.9 (20) TOLL 3 (56) MIN LATERAL UNDER CLEARANCE (ft.) 0 (21) MAINTENANCE RESPONSIBILITY 01 PROPOSED IMPROVEMENTS (22) OWNER 01 (75A) TYPE OF WORK PROPOSED 31 (75B) WORK DONE BY 1 (37) HISTORICAL 5 (76) LENGTH OF STRUCTURE IMPROVEMENT (ft.) 57.0 NAVIGATION DATA (94) BRIDGE IMPROVEMENT COST ($) 0 (38) NAVIGATION CONTROL 0 (95) ROADWAY IMPROVEMENT COST ($) 125 (111) PIER OR ABUTMENT PROTECTION 1 (96) TOTAL PROJECT COST 254 (39) NAV VERT CLEARANCE (ft.) 0 (97) YEAR OF IMPROVEMENT COST ESTIMATE 2003 (116) MIN NAVIGATION VERT CLEARANCE, VERT LIFT BRIDGE (ft.) 0 (114) FUTURE ADT 13810 (115) YEAR OF FUTURE ADT 2028 (40) NAV HORIZONTAL CLEARANCE (ft.) 0 Page 2 of 3 Inspector: Structure Number: 01442 Inspection Date: Facility Carried: SH 367 Log 0.99 Bridge Inspection Report Element Inspection Total Condition Condition Condition Condition Environment Units Quantity State 1 State 2 State 3 State 4 16 - Reinforced Concrete Top Flange 1- Ben. 1050 sq. ft. 1040 10 0 0 Side of top flange left side at bridge rail cracks with light efflorescence. See photo. Soffit between girders shows no signs of distress. 1130 - Cracking (RC and Other) 10 10 510 - Wearing Surfaces 945 sq. ft. 745 200 0 0 3220 - Crack (Wearing Surface) 200 200 110 - Reinforced Concrete Open 1- Ben. 140 ft. 139 1 0 0 Girder/Beam Girder 1 at bent 1 right side small spall with rebar. 1090 - Exposed Rebar 1 1 215 - Reinforced Concrete Abutment 1- Ben. 108 ft. 106 2 0 0 Small vertical cracks in abutment 2. 1130 - Cracking (RC and Other) 2 2 331 - Reinforced Concrete Bridge Railing 1- Ben. 70 ft. 70 Page 3 of 3  Bridge Inspection Report 01443 SH 367 Log 1.05 over BAYOU TWO PRAIRIE Inspection Date: Inspected By: Inspection Type(s): Inspector: BCI = 87.62 Structure Number: 01443 Inspection Date: Facility Carried: SH 367 Log 1.05 Bridge Inspection Report National Bridge Inventory IDENTIFICATION INSPECTIONS (1) STATE CODE 056 - Arkansas (90) INSPECTION DATE 08/03/2017 (8) STRUCTURE NUMBER 01443 (91) DESIGNATED INSPECTION FREQUENCY 24 (5) INV. ROUTE (ON/UNDER) 1 3 1 367 0 (92) CRITICAL FEATURE INSPECTION (93) CFI DATE (2) HIGHWAY AGENCY 06 (3) COUNTY CODE 085 A. FRACTURE CRITICAL DETAIL N (4) PLACE CODE 09780 B. UNDERWATER INSPECTION N (6) FEATURES INTERSECTED BAYOU TWO PRAIRIE C. OTHER SPECIAL N (7) FACILITY CARRIED SH 367 Log 1.05 CONDITION (9) LOCATION 1.05 MI NE OF PULASKI CO (58) DECK 7 (11) MILEPOINT 1.049 (12) BASE HIGHWAY NETWORK 0 (59) SUPERSTRUCTURE 6 (60) SUBSTRUCTURE 6 Good (13A) LRS INVENTORY ROUTE 0000000000 (13B) SUBROUTE NUMBER 00 (61) CHANNEL & CHANNEL PROTECTION 7 (62) CULVERT N (16) LATITUDE 34. (17) LONGITUDE -92.0465833333333 LOAD RATING AND POSTING 9551944444444 (98A) BORDER BRIDGE CODE (31) DESIGN LOAD 2 PERCENT RESPONSIBILITY (99) BORDER BRIDGE STRUCT (63) METHOD USED TO DETERMINE OPERATING RATING 1 STRUCTURE TYPE AND MATERIAL (64) OPERATING RATING 60.0 (43) STRUCTURE TYPE, MAIN (65) METHOD USED TO DETERMINE INVENTORY RATING 1 A) KIND OF MATERIAL/DESIGN: 1 - Concrete (66) INVENTORY RATING 36.0 B) TYPE OF DESIGN/CONSTR: 04 - Tee Beam (70) BRIDGE POSTING 5 (44) STRUCTURE TYPE, APPROACH SPANS (41) STRUCTURE OPEN/POSTED/CLOSED A A) KIND OF MATERIAL/DESIGN: 0 - Other APPRAISAL B) TYPE OF DESIGN/CONSTR: 00 - Other (67) STRUCTURAL EVALUATION 6 (45) NUMBER OF SPANS IN MAIN 2 (46) NUMBER OF APPROACH 0 (68) DECK GEOMETRY 2 (107) DECK STRUCTURE TYPE 1 (108A) WEARING SURFACE 6 (69) UNDERCLEARANCES, VERTICAL & HORIZONTAL N (108B) DECK MEMBRANE 0 (108C) DECK PROTECTION 0 (71) WATERWAY ADEQUACY 8 AGE OF SERVICE (72) APPROACH ROADWAY ALIGNMENT 8 (27) YEAR BUILT 1930 (106) YEAR RECONSTRUCTED 0000 (36) TRAFFIC SAFETY FEATURE (42) TYPE OF SERVICE ON 1 UNDER 5 36A) BRIDGE RAILINGS: 0 (28) LANES ON 02 UNDER 00 36B) TRANSITIONS: 0 (29) AVERAGE DAILY TRAFFIC 9800 (19) BYPASS DETOUR LENGTH 1 36C) APPROACH GUARDRAIL: 0 (30) YEAR OF AVERAGE DAILY TRAFFIC 2014 36D) APPROACH GUARDRAIL ENDS: 0 (109) AVERAGE DAILY TRUCK TRAFFIC 1 (113) SCOUR CRITICAL BRIDGES 5 GEOMETRIC DATA SUFFICIENCY RATING 2 STATUS 76.8 (48) LENGTH OF MAX SPAN (ft.) 30 (49) STRUCTURE LENGTH (ft.) 60 CLASSIFICATION (50) CURB/SIDEWALK WIDTHS (ft.) LEFT 1.5 RIGHT 1.5 (112) NBIS BRIDGE LENGTH Y (51) BRDG RDWY WIDTH CURB-TO-CURB (ft.) 26.9 (104) HIGHWAY SYSTEM OF THE INVENTORY ROUTE 0 (52) DECK WIDTH, OUT-TO-OUT (ft.) 30.1 (26) FUNCTIONAL CLASSIFICATION OF INVENTORY ROUTE 16 (32) APPROACH ROADWAY WIDTH (ft.) 36.1 (100) STRAHNET HIGHWAY DESIGNATION 0 (33) BRIDGE MEDIAN 0 (34) SKEW (DEG.) 0 (101) PARALLEL STRUCTURE DESIGNATION N (35) STRUCTURE FLARED 0 (10) INV RTE, MIN VERT CLEAR (ft.) 99.99 (102) DIRECTION OF TRAFFIC 2 (47) TOTAL HORIZONTAL CLEARANCE (ft.) 27.9 (103) TEMP STRUCTURE (53) VERTICAL CLEARANCE OVER BRIDGE ROADWAY (ft.) 99.99 (105) FEDERAL LANDS HIGHWAYS 0 (54) VERTICAL UNDER CLEARANCE (ft.) N 0 (110) DESIGNATED NATIONAL NETWORK 0 (55) LATERAL UNDER CLEARANCE RIGHT (ft.) N 99.9 (20) TOLL 3 (56) MIN LATERAL UNDER CLEARANCE (ft.) 0 (21) MAINTENANCE RESPONSIBILITY 01 PROPOSED IMPROVEMENTS (22) OWNER 01 (75A) TYPE OF WORK PROPOSED 31 (75B) WORK DONE BY 1 (37) HISTORICAL 5 (76) LENGTH OF STRUCTURE IMPROVEMENT (ft.) 85 NAVIGATION DATA (94) BRIDGE IMPROVEMENT COST ($) 0 (38) NAVIGATION CONTROL 0 (95) ROADWAY IMPROVEMENT COST ($) 125 (111) PIER OR ABUTMENT PROTECTION 1 (96) TOTAL PROJECT COST 300 (39) NAV VERT CLEARANCE (ft.) 0 (97) YEAR OF IMPROVEMENT COST ESTIMATE 2003 (116) MIN NAVIGATION VERT CLEARANCE, VERT LIFT BRIDGE (ft.) 0 (114) FUTURE ADT 13810 (115) YEAR OF FUTURE ADT 2028 (40) NAV HORIZONTAL CLEARANCE (ft.) 0 Page 2 of 5 Inspector: Structure Number: 01443 Inspection Date: Facility Carried: SH 367 Log 1.05 Bridge Inspection Report Element Inspection Total Condition Condition Condition Condition Environment Units Quantity State 1 State 2 State 3 State 4 16 - Reinforced Concrete Top Flange 1- Ben. 1800 sq. ft. 1800 Soffit shows no signs of desires. 510 - Wearing Surfaces 1614 sq. ft. 1414 200 0 0 3220 - Crack (Wearing Surface) 200 200 110 - Reinforced Concrete Open 1- Ben. 240 ft. 235 3 2 0 Girder/Beam Span 1, girder 1, spall with exposed rebar on the bottom at bent 1. Photo attached. Span 1, girder 4 small spall with exposed rebar on the bottom at bent 1. Span 2, girder 1, left side. Two small Spalls with exposed rebar. 1090 - Exposed Rebar 5 3 2 205 - Reinforced Concrete Column 1- Ben. 4 each 0 3 1 0 Columns 1,2 and 3 of bent 2 have moderate abrasion on the lower two feet. Column 4 has heavy abrasion with some loss of coarse aggregate. 1190 - Abrasion/Wear (PSC/RC) 4 3 1 215 - Reinforced Concrete Abutment 1- Ben. 108 ft. 108 234 - Reinforced Concrete Pier Cap 1- Ben. 25 ft. 18 4 3 0 Bent 2 back side at girder 1 Spall with exposed rebar in the haunch. Photo attached. Bent 2 ahead side, left end. Small spall with exposed rebar. 1090 - Exposed Rebar 3 3 1130 - Cracking (RC and Other) 4 4 311 - Movable Bearing 1- Ben. 4 each 4 331 - Reinforced Concrete Bridge Railing 1- Ben. 120 ft. 120 Page 3 of 5 Inspector: Structure Number: 01443 Inspection Date: Facility Carried: SH 367 Log 1.05 Bridge Inspection Report Maintenance Needs Date Reported: 08/03/2017 Priority: C - Important Work Code: Deficiency Description: Traffic impact to northwest guardrail. Work Description: Date Repairs Completed: Maintenance Comments: Assigned Lonoke 06431 9/27/17 Page 4 of 5 Inspector: Structure Number: 01443 Inspection Date: Facility Carried: SH 367 Log 1.05 Bridge Inspection Report Maintenance Needs Date Reported: 08/11/2015 Priority: C - Important Work Code: Deficiency Description: Span 1, girder 1 at bent 1. The girder has a spall with exposed rebar on the bottom. See photo. Work Description: Date Repairs Completed: Maintenance Comments: Stage: Open Stage: Monitor PHOTO 1 Description Span 1, girder 1 at bent 1 PHOTO 2 Description Span 1 girder 1, spall with exposed Spall with exposed rebar. rebar. Page 5 of 5  Bridge Inspection Report M1238 SH 367 Log 0.50 over White Oak Cr Relief Inspection Date: Inspected By: Inspection Type(s): Inspector: BCI = 78.89 Structure Number: M1238 Inspection Date: Facility Carried: SH 367 Log 0.50 Bridge Inspection Report National Bridge Inventory IDENTIFICATION INSPECTIONS (1) STATE CODE 056 - Arkansas (90) INSPECTION DATE 08/03/2017 (8) STRUCTURE NUMBER M1238 (91) DESIGNATED INSPECTION FREQUENCY 24 (5) INV. ROUTE (ON/UNDER) 1 3 1 367 0 (92) CRITICAL FEATURE INSPECTION (93) CFI DATE (2) HIGHWAY AGENCY 06 (3) COUNTY CODE 085 A. FRACTURE CRITICAL DETAIL N (4) PLACE CODE 00000 B. UNDERWATER INSPECTION N (6) FEATURES INTERSECTED White Oak Cr Relief C. OTHER SPECIAL N (7) FACILITY CARRIED SH 367 Log 0.50 CONDITION (9) LOCATION 0.6 MI NE JCT SH 5 & 367 (58) DECK N (11) MILEPOINT 0.500 (12) BASE HIGHWAY NETWORK 0 (59) SUPERSTRUCTURE N (60) SUBSTRUCTURE N Good (13A) LRS INVENTORY ROUTE 0000000000 (13B) SUBROUTE NUMBER 00 (61) CHANNEL & CHANNEL PROTECTION 7 (62) CULVERT 7 (16) LATITUDE 34.95092 (17) LONGITUDE -92.05472 LOAD RATING AND POSTING (98A) BORDER BRIDGE CODE (31) DESIGN LOAD 2 PERCENT RESPONSIBILITY (99) BORDER BRIDGE STRUCT (63) METHOD USED TO DETERMINE OPERATING RATING 1 STRUCTURE TYPE AND MATERIAL (64) OPERATING RATING 46 (43) STRUCTURE TYPE, MAIN (65) METHOD USED TO DETERMINE INVENTORY RATING 1 A) KIND OF MATERIAL/DESIGN: 1 - Concrete (66) INVENTORY RATING 28 B) TYPE OF DESIGN/CONSTR: 19 - Culvert (includes frame culverts) (70) BRIDGE POSTING 5 (44) STRUCTURE TYPE, APPROACH SPANS (41) STRUCTURE OPEN/POSTED/CLOSED A A) KIND OF MATERIAL/DESIGN: 0 - Other APPRAISAL B) TYPE OF DESIGN/CONSTR: 00 - Other (67) STRUCTURAL EVALUATION 6 (45) NUMBER OF SPANS IN MAIN 2 (46) NUMBER OF APPROACH 0 (68) DECK GEOMETRY N (107) DECK STRUCTURE TYPE N (108A) WEARING SURFACE N (69) UNDERCLEARANCES, VERTICAL & HORIZONTAL N (108B) DECK MEMBRANE N (108C) DECK PROTECTION N (71) WATERWAY ADEQUACY 8 AGE OF SERVICE (72) APPROACH ROADWAY ALIGNMENT 8 (27) YEAR BUILT 1930 (106) YEAR RECONSTRUCTED 0000 (36) TRAFFIC SAFETY FEATURE (42) TYPE OF SERVICE ON 1 UNDER 5 36A) BRIDGE RAILINGS: N (28) LANES ON 02 UNDER 00 36B) TRANSITIONS: N (29) AVERAGE DAILY TRAFFIC 9800 (19) BYPASS DETOUR LENGTH 1 36C) APPROACH GUARDRAIL: N (30) YEAR OF AVERAGE DAILY TRAFFIC 2014 36D) APPROACH GUARDRAIL ENDS: N (109) AVERAGE DAILY TRUCK TRAFFIC 1 (113) SCOUR CRITICAL BRIDGES 8 GEOMETRIC DATA SUFFICIENCY RATING 0 STATUS 93.0 (48) LENGTH OF MAX SPAN (ft.) 10 (49) STRUCTURE LENGTH (ft.) 21 CLASSIFICATION (50) CURB/SIDEWALK WIDTHS (ft.) LEFT 0 RIGHT 0 (112) NBIS BRIDGE LENGTH Y (51) BRDG RDWY WIDTH CURB-TO-CURB (ft.) 0.0 (104) HIGHWAY SYSTEM OF THE INVENTORY ROUTE 0 (52) DECK WIDTH, OUT-TO-OUT (ft.) 0 (26) FUNCTIONAL CLASSIFICATION OF INVENTORY ROUTE 16 (32) APPROACH ROADWAY WIDTH (ft.) 34.1 (100) STRAHNET HIGHWAY DESIGNATION 0 (33) BRIDGE MEDIAN 0 (34) SKEW (DEG.) 0 (101) PARALLEL STRUCTURE DESIGNATION N (35) STRUCTURE FLARED 0 (10) INV RTE, MIN VERT CLEAR (ft.) 99.99 (102) DIRECTION OF TRAFFIC 2 (47) TOTAL HORIZONTAL CLEARANCE (ft.) 99.9 (103) TEMP STRUCTURE (53) VERTICAL CLEARANCE OVER BRIDGE ROADWAY (ft.) 99.99 (105) FEDERAL LANDS HIGHWAYS 0 (54) VERTICAL UNDER CLEARANCE (ft.) N 0 (110) DESIGNATED NATIONAL NETWORK 0 (55) LATERAL UNDER CLEARANCE RIGHT (ft.) N 99.9 (20) TOLL 3 (56) MIN LATERAL UNDER CLEARANCE (ft.) 0 (21) MAINTENANCE RESPONSIBILITY 01 PROPOSED IMPROVEMENTS (22) OWNER 01 (75A) TYPE OF WORK PROPOSED (75B) WORK DONE BY (37) HISTORICAL 5 (76) LENGTH OF STRUCTURE IMPROVEMENT (ft.) 0 NAVIGATION DATA (94) BRIDGE IMPROVEMENT COST ($) 0 (38) NAVIGATION CONTROL 0 (95) ROADWAY IMPROVEMENT COST ($) 0 (111) PIER OR ABUTMENT PROTECTION 1 (96) TOTAL PROJECT COST 0 (39) NAV VERT CLEARANCE (ft.) 0 (97) YEAR OF IMPROVEMENT COST ESTIMATE (116) MIN NAVIGATION VERT CLEARANCE, VERT LIFT BRIDGE (ft.) 0 (114) FUTURE ADT 13810 (115) YEAR OF FUTURE ADT 2028 (40) NAV HORIZONTAL CLEARANCE (ft.) 0 Page 2 of 3 Inspector: Structure Number: M1238 Inspection Date: Facility Carried: SH 367 Log 0.50 Bridge Inspection Report Element Inspection Total Condition Condition Condition Condition Environment Units Quantity State 1 State 2 State 3 State 4 241 - Reinforced Concrete Culvert 1- Ben. 68 ft. 0 68 0 0 Minor abrasion on the bottom foot of walls. 1190 - Abrasion/Wear (PSC/RC) 68 68 Page 3 of 3  Budget & Personnel ThisPageleft Blank  ORDINANCE NO. __ OF 2018 AN ORDINANCE TO APPOINT LIZ BIRD TO THE CABOT PLANNING COMMISSION; DECLARING AN EMERGENCY; AND FOR OTHER PURPOSES WHEREAS, due to the resignation of, Jerrel Maxwell, the Cabot Planning Commission currently has a vacancy; and WHEREAS, the term of the vacant position expired July 9, 2018; and WHEREAS, Liz Bird is a capable and qualified citizen of Cabot that desires to be appointed to the Cabot Planning Commission; and WHEREAS, Mayor Cypert hereby recommends the appointment of Liz Bird to fill the vacant position of the expired term, subject to the approval of this governing body. NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF CABOT, ARKANSAS, THAT: SECTION 1: Liz Bird is hereby appointed to the Cabot Planning Commission. SECTION 2: Liz Bird shall fill the vacant position on the Cabot Planning Commission which expired July 9, 2018. Liz Bird’s term will begin immediately upon passage of this ordinance and will expire July 9, 2023. SECTION 3: EMERGENCY. The proper operation and appropriate planning of the Planning Commission is of great importance to the health and welfare of the city of Cabot and its citizens. An emergency is therefore declared and this Ordinance being necessary for the preservation of the public peace, health, safety, and welfare shall be in full force and effect from and after its passage. SPONSOR: PASSED: William A. “Bill” Cypert, Mayor EMERGENCY CLAUSE: DATE: APPROVED: _____________________________ William A. “Bill” Cypert, Mayor APPROVED AS TO FORM: ATTEST: ________________________________ ________________________________ Jim Taylor, City Attorney Tammy Yocom, City Clerk-Treasurer  RESOLUTION NO. __ of 2018 A RESOLUTION EXPRESSING SUPPORT FOR APPLICATION TO THE ARKANSAS DEPARTMENT OF PARKS AND TOURISM FOR ITS OUTDOOR RECREATION GRANT PROGRAM; AUTHORIZING THE MAYOR AND CITY CLERK-TREASURER TO EXECUTE ANY NECESSARY DOCUMENTS AND TO EXPEND FUNDS, IF NECESSARY; AND FOR OTHER PURPOSES WHEREAS, Cabot, Arkansas seeks to improve the recreation facilities and wishes to seek grant funding assistance; and WHEREAS, in order to obtain the funds necessary to develop and/or improve the site for such a recreation area, it is necessary to obtain a 50/50 Matching Grant from the Arkansas Department of Parks and Tourism’s Outdoor Recreation Grant Program; and WHEREAS, the plans for such recreation areas have been prepared and the price therefore has been established; and WHEREAS, this governing body understands the grantee and grantor will enter into a binding agreement which obligates both parties to policies and procedures contained in the Land and Water Conservation Fund Grants Manual including, but not limited to the following: the park area defined by the project boundary map submitted in the application, must remain in outdoor recreation use in perpetuity, regardless if the property is bought or developed with matching grant funds and; all present and future overhead utility lines within the project boundary must be routed away or placed underground and; the project area must remain open and available for use by the public at all reasonable times of the day and year; facilities can be reserved for special events, league play, etc. but cannot be reserved, leased or assigned for exclusive use, and; the project area must be kept clean, maintained, and operated in a safe and healthful manner. WHEREAS, the City Council is well aware and apprised of the above-mentioned project and will provide the local portion of the development cost of the entire project. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF CABOT, ARKANSAS, THAT: SECTION 1: The Mayor is hereby authorized to make application to the Arkansas Department of Parks and Tourism for assistance with park improvements at Richie Road Park and the Highway 321 Sports Plex for the City; therefore, such application shall be submitted as expediently as possible. SECTION 2: This resolution shall be in full force and effect from and after its passage. SPONSOR: PASSED: William A. “Bill” Cypert, Mayor DATE: APPROVED: _____________________________________ William A. “Bill” Cypert, Mayor APPROVED AS TO FORM: ATTEST: __________________________________ _____________________________________ Jim Taylor, City Attorney Tammy Yocom, City Clerk-Treasurer Police & Fire This Page left Blank  ORDINANCE NO. __ of 2018 BE IT ENACTED BY THE CITY COUNSEL OF THE CITY OF CABOT, ARKANSAS, AN ORDINANCE TO BE ENTITLED: AN ORDINANCE AUTHORIZING THE CABOT FIRE DEPARTMENT TO OPERATE BEYOND THE CORPORATE LIMITS OF THE CITY OF CABOT, ARKANSAS; DECLARING AN EMERGENCY; AND FOR OTHER PURPOSES WHEREAS, the citizens of the City of Cabot, Arkansas, have an interest in securing and providing fire protection services to benefit those portions of Lonoke County that are underserved or not served; WHEREAS, the Cabot Fire Department wishes to provide fire protection services to benefit those portions of Lonoke County that are underserved or not served; WHEREAS, the Cabot Fire Department wishes to provide a method to collect costs of providing services outside the city limits of the City of Cabot, Arkansas; WHEREAS, Ark. Code Ann. § 14-53-102 (the “Authorizing Legislation”) states in pertinent part: In order to prevent the destruction by fire of property located outside the corporate limits of cities and towns and in order to lessen the loss caused on account of insufficient means to combat fires and as a protection against such loss, the city council or other governing body of any city or town having an organized fire department may provide by ordinance that the firefighting machinery and equipment, with the necessary firefighters to operate it, may be used to combat fires beyond the corporate limits of any city or town, upon such terms, conditions, and restrictions as may be prescribed in the ordinance[;] WHEREAS, the City Council of the City of Cabot finds that there exists an immediate need for fire protection services for portions of Lonoke County and desires to authorize the Cabot Fire Department, to use the firefighting machinery and equipment, with the necessary firefighters to operate it, along with all other reasonable actions necessary, to combat fires beyond the corporate limits of the City of Cabot and within the borders of Lonoke County and to otherwise comply with the requirements of the Authorizing Legislation by the adoption of this ordinance; NOW THEREFORE, be it enacted by the City Council of the City of Cabot, Arkansas: Article I: Authorization. The Cabot Fire Department is hereby authorized, pursuant to Ark. Code Ann. § 14-53-102, to use the firefighting machinery and equipment, with the necessary firefighters to operate it, along with all other reasonable actions necessary, to combat fires beyond the corporate limits of the City of Cabot, Arkansas. The Cabot Fire Department shall have the right to refuse to respond to any request for service outside the corporate city limits if, in the judgment of the fire chief, or authorized representative, the services within the city limits would be impaired. Article II: Service Area. The Cabot Fire Department is authorized, but not required, to operate in all unincorporated areas within the borders of Lonoke County. Article III: Payment. A. Schedule of Payment The person outside the city limits receiving the services of the city fire department as contained herein shall, upon presentation of a bill for service, pay to the City of Cabot, Arkansas: (1) An hourly charge equivalent to the regular hourly pay for each hour that each on-duty employee of the department is involved in response, and the overtime rate or off-duty rate of any off-duty employees who respond; (2) Administrative costs plus employee benefit costs; (3) Equipment depreciation costs; (4) The replacement costs of all equipment damaged or made unusable by contamination; in managing and mitigating the incident; (5) Any costs incurred by the fire department with any labor, materials, or supplies provided by a third party at the request of the fire department. B. Mutual Aid, Automatic Aid, or Interlocal Agreements If services are provided in accordance with a written mutual aid, automatic aid, or interlocal agreement, charges, if any, will be issued as outlined in the applicable agreement. Article IV: Severability. If any provision of this ordinance is held invalid, such invalidity shall not affect other provisions of the ordinance which can be given effect without the invalid provisions, and to this end the provisions of the ordinance are declared to be severable. Article V: Repealer. All ordinances and resolutions, and parts thereof, which are in conflict with any provision of this Ordinance are hereby repealed to the extent of such conflict. Article VI: Emergency Clause. In order to provide fire protection for underserved Lonoke County residents, to preserve the health, welfare, and safety of the underserved citizens of the County, an immediate need exists for the adoption of this ordinance. Therefore, an emergency is declared and this ordinance being necessary for the immediate preservation of the public peace, health, and safety shall be in full force and effect upon its enactment and approval. SPONSOR: ADOPTION: William A. “Bill” Cypert EMERGENCY CLAUSE: Referred By: DATE: Cabot Water & WasteWater Commission APPROVED: William A. “Bill” Cypert, Mayor APPROVED AS TO FORM: ATTEST: ________________________________ ________________________________ Jim Taylor, City Attorney Tammy Yocom, City Clerk-Treasurer