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Agenda Item #8C - Sailfish Dr. Storm Sewer Point RepairAGENDA ITEM: SUBM ITIED BY: DATE: CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT Sailfish Drive Storm Sewer Point Repair Rick Carper, P.E ., Public Works Director f2-C March 17, 2014 STRATEGIC PLAN LINK: None. AGE NDA ITEM II BC MAY 12,20 14 BACKGROUND: Following the heavy rainfalls this winter, Staff noted i ndications of road deterioration along the 400 and 500 Blocks of Sailfish Drive East, apparently caused by problems with the storm sewer system. This indication was confirmed following cleaning and televising of the affected pipe section, which documented leakage at both joints and longitudinal cracks along the entire segment. To minimize impact to residents of digging up nearly 600 LF of pipe, Staff proposes to piggyback on an exi sting ln situfo rm stormwater repair bid (City of Melbourne) and have the affected segment of storm pipe lined using their Cu r ed in Plac e Pipe (CIPP) process . Th e lnsituform cost estima te for this repair is$ 57,237.46. BUDGET: There are no funds budgeted for a repair of this magnitude. A transfer of budgeted funds will be required. RECOMMENDATION: Staff recommends the Commission authorize the City Manager to transfer $62,000 from the PW Stormwater Account 470-0000-538-63 -00, Project Number PW 1407 (Seminole Road Drainage Improvements) to PW Stormwater Account 470-0000-538-34-00, Other Contractual Ser vic es, to allow a 10% contingency on the proposed repairs ATIACHMENT: (1) Florida Pipe Tech Report of Television In spection (2) lnsituform Cost Estimate Summary . REV IEWED BY CITY MANAGER: _--?"'?: ___ ._V:._ao:_-_._-_~-~------ l.Treen Cove Springs, Fl32043 Office (904) 284-2141 Fax (904) 284-1938 PIPE INSPECTION LOG AGENDA ITEM# SC MAY 12,2014 Client: CITY OF ATLANTIC BEACH Project: SAILFISH & TRITON PO# 140840 VIDEO DATA TAPING YES I X I NO c=J DVD# 1 PIPE DATA Type: vc PVC 00 DI RCP A2000 ERCP LINER ADS ELIP CONDITION: WATER ADD Good B Yes Ed Fair NO X Poor \.f.H. DATA TYPE: CONDITION Precast B Good B Brick Fair Liner Poor Remarks: DEFLECTION TEST DATA TESTING: 5% PASS YES CJ FAIL L.f 7.50% PASS -NO CTI FAIL L.f MH# M.H. G (!) MHDEPTH: MHDEPTH: CAMERA TRAVEL FLOW DIRECTION MEASUREMENT FROM CENTER TO CENTER OF M.H'S OPERATOR M'I' ----INSPECTOR MARKLYON LINE SECTION Date: 2/10/2014 Ref.# Footage Remarks 1 2 7.5 JOINT 3 15 JOINT 4 23 JOINT 5 32 JOINT 6 39 JOINT 7 48 !JOINT 8 56 JOINT 9 64 JOINT 10 72 [OINT 11 80 GOINT 12 88 JOINT 13 96 JOINT 14 104 fOINT 15 112 JOINT 16 120 !JOINT 17 125 PIN HOLE WITH STAINING AT 10 O'CLOCK 18 128 JOINT 19 137 JOINT 20 142 HAIRLINE CRACK/STAIN. -LEAKING WATER 21 144 JOINT 22 152 JOINT 23 155 PINHOLE WITH STAINING AT 3 O'CLOCK 24 159 IJOINT 25 168 IJOINT 26 176 !JOINT 27 189 IJOINT 28 192 GOINT 2fJ 200 IJOINT 30 208 IJOINT 31 216 IJOINT 32 223 HAIRLINE CRACK-8 -12 O'CLOCK 33 225 ENDOFUNE 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 41} CONTINUATION LOG SHEETS MAY BE USED 2 lireen Cove Springs, Fl 32043 Office (904) 284-2141 Fax (904) 284-1938 PIPE INSPECTION LOG AGENDA ITEM# 8C MAY 12,2014 Client: CITY OF ATLANTIC BEACH Ptoject: SAILFISH & TRITON PO# 140840 VIDEO DATA TAPING YES I X I NO DVD# 1 PIPE DATA Type: vc PVC 00 DI RCP A2000 ERCP LINER ADS ELIP CONDITION: WATER ADD Good § Yes @ Fair NO Poor VI.H. DATA TYPE: CONDITION Precast § Good B Brick Fair Liner Poor Remarks: DEFLECTION TEST DATA TESTING: 5% PASS YES CJ FAIL L.f 7.50% PASS NO CTI FAIL r---L.f MH# M.H. G C) MHDEPTH: MHDEPTH: CAMERA TRAVEL FLOW DIRECTION MEASUREMENT FROM CENTER TO CENTER OF M.H'S OPERATOR MT ----INSPECTOR MARKLYON LINE SECTION Date: 2/10/2014 Ref.# Footage Remarks 1 2 8 JOINT 3 16 JOINT-LEAKING WATER@ 11 O'CLOCK 4 24 JOINT 5 30 JOINT 6 38 JOINT 7 46 JOINT 8 54 JOINT 9 62 }OINT 10 70 JOINT 11 78 JOINT 12 86 JOINT 13 94 JOINT 14 102 !JOINT 15 110 JOINT 16 118 UOINT 17 126 UOINT LEAKING WATER@ 10 O'CLOCK 18 135 IJOINT 19 143 !JOINT 20 151 IJOINT 21 159 !JOINT 22 167 JOINT 23 175 JOINT 24 183 JOINT 25 191 JOINT LEAKING WATER@ 2 O'CLOCK 26 199 JOINT 27 207 JOINT 28 215 JOINT 2~ 223 JOINT LEAKING WATER@ 11 O'CLOCK 30 229 ENDOFLINE 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 ~ CONTINUATION LOG SHEETS MAY BE USED 3 ureen cove ~prings, Fl 32043 Office (904) 284-2141 Fax (904) 284-1938 PIPE INSPECTION LOG AGENDA ITEM# 8C MAY 12,2014 Client: CITY OF ATLANTIC BEACH Project: SAILFISH & TRITON PO# 140840 VIDEO DATA TAPING YES I X I NO DVD# 1 PIPE DATA Type: vc PVC 00 DI RCP A2000 ERCP LINER ADS ELIP CONDITION: WATER ADD Good B Yes Ed Fair NO X Poor \1.H. DATA TYPE: CONDITION Precast B Good B Brick Fair Liner Poor Remarks: DEFLECTION TEST DATA TESTING: 5% PASS f---- YES c=J FAIL L.f 7.50% PASS NO [I] FAIL L.f MH# M.H. C) G MHDEPTH: MHDEPTH: CAMERA TRAVEL FLOW DIRECTION MEASUREMENT FROM CENTER TO CENTER OF M.H'S OPERATOR MT LINE SECTION 5 ----INSPECTOR MARKLYON Date: 2/10/2014 Ref.# Footage Remarks 1 2 7 OINT PINEHOLE LEAK@ 10 O'CLOCK 3 9 OINT 4 17 JOINT 5 26 OINT 6 36 OINT LEAKING WATER 6-7 O'CLOCK 7 39 ENDOFLINE 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2f) 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 ~ CONTINUATION LOG SHEETS MAY BE USED ITEM NO. PROJECT NAME: City of Melbourne CIPP Rehabilitation Services RFP # 10-118-0-2009 Expires: 3-31-15 Project Name: Atlantic Beach Storm Drains DATE: 3-6-14 DESCRIPTION CIPP Rehab. Storm Sewer Mains 1511 diameter 6.0 mm normal thickness (.236) 7.5 mm normal thickness (.0295) 9.0 mm normal thickness (.354) Charge for 1.5mrn increaser per LF 18" diameter 6.0 mm normal thickness (.236) 7.5 mm normal thickness (.0295) 9.0 mm normal thickness (.354) 10.5 mm normal thickness (.413) Charge for 1 .5rnm increaser per LF 24" diameter 9.0 mm normal thickness (.354) 10.5 mm normal thickness (.413) 12.0 mm normal thickness (.472) 13.5 mm normal thickness (.531) 15.0 mm normal thickness (.591) Charge for 1.5rnrn increaser per LF Clean & Inspection -Storm Light Cleaning and inspection 8" -12" diameter 14" -18" diameter 20"-24" diameter Traffic Control -City Right of Way Flagman Arrow Board Barricades Lane Dividers Mobilization UNIT LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF setup setup setup setup lump sum CONTRACT VALUE UNIT PRICE QTY $63.24 $66.30 $69.36 39 $1.53 $65.28 $75.48 $79.56 $87.72 227 $3.06 1 $100.98 $107.10 $112.20 0 $117.30 233 $125.46 $3.26 $2.14 $3.26 266 $5.10 233 $306.00 4 $183.60 0 $255.00 3 $15.30 $2,550.00 1 0:\Public Works\Projects\Point Repairs\lnsituform Stm Cost Sheet FY 2014_Sailfish.xls AGENDA ITEM# 8C MAY 12,2014 $57,237.46 TOTAL AMOUNT $0.00 $0.00 $2,705.04 $0.00 $0.00 $0.00 $0.00 $19,912.44 $694.62 $0.00 $0.00 $0.00 $27,330.90 $0.00 $0.00 $0.00 $867.16 $1,188.30 $1,224.00 $0.00 $765.00 $0.00 $2,550.00 57,237.46