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HomeMy WebLinkAboutSewer and Water Main Extension Agreement - Extend City Utilities to Fredrickson Commons – Five Corners LLC1316 COUNTY -CITY BUILDING 227 W.JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 CITY OF SOUTH BEND JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS October 13, 2020 Mr. Charles Hayes Five Corners, LLC 814 Marietta. St. South Bend, IN 46601 .......... t(fj>,t:ciccc�����,ar coal RE: Sewer and Water Main Extension Agreement Dear Mr. Hayes: PHONE 574/235-9251 FAx 574/ 235-9171 The Board of Public Works, at its meeting held on October 13, 2020, approved the above referenced agreement to extend City utilities to Fredrickson Commons. Enclosed please find the original of the agreement for your signature. Please sign and return the original agreement to iiie��slc 'Osotalibc��Idiri,u v. Please retain a copy for your records. If you have any further questions regarding this matter, please call this office at (574) 235- 9251. Sincerely, s/Linda M. Martin, Clerk Enclosure GARY A. GILOT ELIZABETH A. MARADIK THERESE J. DORAU JORDAN V. GATHERS JOSEPH R. MOLNAR SEWER AND WATER MAIN EXTENSION AGREEMENT This Sewer and Water Main Extension Agreement ("Agreement") is made on the 131h day of October, 2020 by and between Five Corners LLC ("Owner") and the City of South Bend, a municipal corporation existing under the laws of Indiana, acting by and through its Board of Public Works ("City") WHEREAS, Owner intends to develop the parcels at 1405 East Howard Street and 1505 East Howard Street; and WHEREAS, Owner plans to extend and make additions to existing water and sanitary sewer systems to serve said development as shown on the Exhibit A, attached and incorporated hereto (the "Dedicated Improvements"), and desires certain commitments from City; and WHEREAS, the engineering design for said Dedicated Improvements has been, or will be, accomplished by competent professional engineers registered and licensed in the State of Indiana; and NOW, THEREFORE, in consideration of the obligations, terms and conditions contained herein, the adequacy of which the parties expressly acknowledge, Owner and the City agree as follows: 1. Design The Owner shall consult the City and allow the City Engineer or her designee input prior to designating the project engineer who shall be responsible for the engineering design and inspection in connection with the installation of the Dedicated Improvements (the "Project Engineer"). The Owner shall inspect the site during construction to ensure the Project Engineer's conformance to area planning requirements, adequacy of design, and conformance to the City's specifications and standards regarding location, size and depth of line, and quality of construction of the Dedicated Improvements. The Owner shall provide the plans with a City of South Bend cover sheet and specifications for the Dedicated Improvements along with a cost estimate to the City. The Owner shall also provide to the City a statement from the Project Engineer certifying that the materials and workmanship including pipes, bedding, thrust blocks, valves, fire hydrants, and other related materials and work meet the City's specifications and standards. Upon request of the City, the certification shall be substantiated by material affidavits from suppliers and by applicable test results for inflow/infiltration, exfiltration, deflection, pressure, leaks, bacteria, compaction and other tests required by the City. All construction, engineering and inspection cost in connection with the Dedicated Improvements shall be borne by the Owner. 2. Construction Inspection The Owner has provided the City with Exhibit A, which depicts drawings of the Dedicated Improvements, which the City acknowledges conforms to the City's standards. The Owner shall allow the City to inspect the Dedicated Improvements during construction to ensure conformance to the agreed standards set forth in Exhibit A, in particular with regard to area planning requirements, adequacy of design, and quality of construction. The Owner shall contact the City's Engineering Department at least two (2) business days in advance to arrange for the attendance of a City inspector at key milestones throughout work. Key milestones shall include but not limited to: placement of bedding material, placement of sanitary main, placement of water main, sanitary sewer taps, and water main taps. The Owner agrees to perform any necessary adjustments as reasonably required by the City Engineer (or her designee) in her sole discretion, as a result of such inspections. The failure of Owner to comply with this Section shall be a material breach of this Agreement. 3. Permits It shall be Owner's sole responsibility and expense to obtain any and all permits associated with the construction and installation of the Dedicated Improvements. 4. Performance Bond Concurrently upon the execution of this Agreement or within seven (7) days thereof, Owner shall provide the City with a performance bond for an amount equal to one hundred twenty—five percent (125%) of the construction cost covering all work performed or to be performed pursuant to this Agreement. Owner's failure to provide the performance bond as prescribed herein shall cause this Agreement to be immediately terminated and of no effect, without the requirement of notice. Surety shall be posted in perpetuity until the acceptance of the Completion Affidavit, Maintenance Bond, and Waiver of Lien. 5. Maintenance Bond Within ten (10) days of City's acceptance of the Dedicated Improvements, Owner shall provide the City with a maintenance bond equal to ten percent (10%) of the construction cost covering all work performed or to be performed pursuant to this Agreement, and such bond shall remain in effect for three (3) years after dedication as described in Section 7 below. 6. Capital Contribution The City acknowledges that a sum of $51,840.00 (fifty-one thousand eight -hundred forty dollars) will be paid for a system development charge (the "SDC") for the Owner's access to the City's water and sanitary sewer systems. The parties acknowledge and accept the Estimate for System Development Charges set forth as Exhibit B, which the parties also acknowledge and agree is subject to change depending upon the City's receipt of new or additional information. Notwithstanding the foregoing, the SDC is subject to adjustment in accordance with applicable City ordinances. 7. Dedication Upon completion of the construction of the Dedicated Improvements substantially as depicted in Exhibit A, the Owner shall convey easements for public water main that exists through the site, and dedicate to the City within such easement the Dedicated Improvements as public infrastructure. It is understood by the Owner that no dedication shall be accepted by the City until all required easements have been conveyed, accepted, and recorded by the City. The Owner shall use its best efforts to work with the City to ensure that the Dedicated Improvements are dedicated to the City in a timely manner. Additionally, prior to dedication, the following must be satisfied: a. All parts and labor must meet the standards and requirements stated in the design specifications as presented to and accepted by the City Engineering Department. b. Lien waivers must be received with regard to all workmanship and materials used in connection with these improvements. c. The Completion Affidavit must be furnished to Owner by the Board of Public Works. d. Owner must provide copies of test reports or cut sheets on all materials supplied. e. Owner must provide As -Built drawings in accordance with the City of South Bend Prevailing Specifications for Public Works, which may be found at l tR,- /soulzbetidj �y gg!citleads/20/07/Sl.3N...cc Statid �gNAI 062 �„.:..:::: III �V 2 al��g�➢:2tu,.1";....;::.......................... ..: Owner's failure to comply with this Section 7 shall be a material breach of this Agreement. 8. Indemnification Owner agrees and undertakes to indemnify and hold the City, and its respective agents, employees, successors, and assigns, harmless from any liability, loss, costs, damages or expenses, including attorneys' fees, which the City may suffer or incur as a result of any claims or actions which may be brought by any person or entity arising out of this Agreement. If any action is brought against the City or its respective agents, employees, successors, or assigns, in connection with this Agreement, Owner agrees to defend such action or proceedings at its own expense and to pay any judgment rendered therein. 9. Insurance Owner, at Owner's sole expense, shall maintain during the term of this Agreement commercial general liability insurance covering the Company and the Activity in an amount not less than Five Million Dollars ($5,000,000.00) per occurrence. Owner agrees to include the City as an additional insured on any such policy and produce to the City a certificate of insurance evidencing the same. To the extent that the City is harmed as a result of the Owner's connection to the City's water and sanitary sewer systems, Owner hereby grants the City first priority on any proceeds received from the Owner's insurance. Notwithstanding anything in this Agreement to the contrary, the City does not waive any governmental immunity or liability limitations available to it under Indiana law. 10. Assignment This Agreement may not be assigned by the Owner without the express written consent of the City which such consent may be withheld for any reason. Any violation of this limitation shall terminate the City's obligation and forfeit the Owner's rights under this Agreement. 11. Governing Law This Agreement shall be construed and interpreted according to the laws of the State of Indiana. It is further agreed that all provisions of law now or hereafter in effect relating to water and sewer service by the City shall be applicable to this Agreement. 12. Entire Agreement This Agreement sets forth the entire agreement and understanding between the Owner and the City as to the subject matter hereof, and merges and supersedes all prior discussions, agreements, and understanding of any and every nature between them. 13. Corporate Authority The person signing on behalf of the Owner represents that he/she has been duly authorized to execute this Agreement on behalf of said Owner. (Remainder ofpage intentionally left blank) IN WITNESS WHEREOF, the Owner and the City, through their duly authorized representatives, have caused this Agreement to be executed as of the date first written above. The parties have read and understand the foregoing terms of this Agreement and do, by their respective signatures, hereby agree to its terms. "OWNER" Five Corners, LLC By: Charles Hayes, Owner "CITY" CITY OF SOUTH BEND INDIANA BY AND THROUGH ITS BOARD OF PUBLIC WORKS Gary A. Gilot, President Elizabeth A. Maradik, Member Therese J. Doran, Member Jordan V. Gathers, Member Joseph R. Molnar, Member ATTEST: �in,�a GYTarzin Linda M. Martin, Clerk EXHIBIT A DEDICATED IMPROVEMENTS Property Line (Typ) --- / ----Fredrickson_Park- ------- t ------------- elvn un • 17 I T 1 25 I 26 I 27 I 28 29 30 31 32 ° 1�:�'rb'W�Po��yr,�V�.y"��` ��:;;;o�,,yr,,r-8... ��,�V�Y,'"�1..V. �tu�,y,,r..V.. 1 tl�.,,,,O�Iyrr,� I ��:;➢V�'Y,'"�rV I ��➢��yr,r..�.. I �i,Wb'W�'"r.V�..y �dY�d'l' STR NO 1�5 NO 5M4 ��, �r� ud �r i 1��::r�r� ud , I J ya ��r�,.ud , i �J ya �r� e i � v !13?I rf� 48" Dia. San. MH Multi -Unit F.F. El. 745.50 or 1 48 Dia. Storm MH Rim: 743.80 STR_ _ 14 Rim: 743.60 8" IE (E): 735.82 12" IE (E): 739.89 72 MH 735 48" Dia Storm 18" IE (S): 736.08 8 IE (S) I Rim. 743.60 f 1 ,12" IE (W) 740.60 (18" IE (W): 735.98 1 j 165 LF 8' SAN. O 0501IX he 53 LF 18" STORM O 0.50X ° 1 a � srn No �s 48" Dia. Storm MH 55 LF 180 w/Beehive Cstg. STORM hRim: 743.60 O a50X 18" IE (E): 735.70 V 18" IE (W): 735.60�° i - - - 132 LF 180 STORM O 0.50X r 9 10 11 12 13 14 15 16 O O O O O O s Line " „D r See Sheet C5.3 SIR, NO 501 Multi -Unit F.F. El. 743.50 213 LF 8' SAN. O 0.50X „ SIR, NO, 502 - 48 Dia. San. MH48 Dia. San. MH STR ND. 11 Rim: 742.37 rr' 'Crr Rim: 742.36 48" Dia. Storm MH 18" IE (E): 733 89 Line 1 8" IE (NIE): 735.06 Rim: 742.20 8" IE (S) 733 79 See Sheet C5.2 8" IE (W): 734.96� 12 IE (S): 738.00- 12" IE (E): 737.90 < < < «« 50 LF 120 STORM O a50X - } } 6' DI WATER MAIN w AMM AS `w NEEDED & ALL APPURTENANCES O 0.50X 213 LF 12- STOW RM � 'VALVE 1 120 LF 12 STORM O Q50X 1 FOR A FULL & WORKING SYSTEM � ��� ��� 1 6 � .,-, P 6' VALVE STR, NO. 10 48" Dia. Storm MH w 30" Dia. Inlet T O O Rim: C12 742.20 O O Rim: 741.25 v 1 1 1 IE (W): 736.84 12" IE (N): 738.25 - -; 12" IE (E): 738.40 Line n 8 ,. ' 128 8" SAN. O 0.50X 18" IE (N): 736.74V , See e�,, 5.1 • rr rr "A �,. ,.. ,.. pit le-1,,Itr it ,� � I ,_ rru h "si �° � ,.., � � V� �h®,14,1 1!h �„ . Si y ;l 1.,+ Vih � , � �� � s �+`l �..,, it . . Y,,d�.., � Line i v . rA? I�M��y� �. �w�'y r.r.ul. See Sheet C5.1 F.F. El. 743.50 1 1 F.F. El. 743.50 1 F.F. El. 743.00 1 F.F. El. 743.50 1 F.F. El. 744.00 F.F. El. 744.50 I I. 6" VALVE REMOVE PLUG a CONNECT i v TO EXIST. WATER MAIN r „ o r Ex. 6 Water r -�7 7 7 7 Ex. 10 San. MH ® 2.129. W W Ex. 8" San. 11 Howard Street (50'RIW) 6" VALVE Ai Ex. 6 Water i y EX. SAN MH 2 af� Rim: 741.95 STR ND 500 „ Dia. San. MH 48 � � 10" IE (W): 732.56 F „ Saddle Structure I 1 8 IE (E): 732.61 Rim: 741.71 Ex. 10" IE (E/W): 732.05 8" IE (N): 733.15 UTILITIES CONSTRUCTION NOTES 1. Contractor is responsible for having existing underground utilities located and field confirming locations and depths prior to commencing construction. 2. Contractor shall coordinate utility service locations and depths in the R/W with utility companies prior to installation. J. Contractor shall verify utility service locations and depths at the building with the Architect prior to installation. 4. Contractor shall coordinate with utility companies as necessary if service interruption is required. 5. Materials, construction and testing shall be in accordance with the current construction standards of the local jurisdiction. 6. Contractor shall verify the water table depth and include dewatering costs in the Bid. The water table shall be lowered to at least 12 inches below the lowest pipe invert prior to pipe installation. 7. Maintain minimum 10 feet clear of horizontal separation between sewer and water pipes. Maintain minimum 18 inches clear of vertical separation at sewer and water pipe crossings. If clearances cannot be met, sewer shall Line H ; See Sheet C5.5 -- --T-- ---7- --1 -- I I I I I I I I I 1 2 3 4 I I I I I I I I I i I I Line IIFII, J 142 LF 120 STORM O 0.50X See Sheet C5.4 vI 20 o - - f o 19 � _ ° � r 132 LF 8 SM. LCLc I' O 0.50X ����y.o� QD @hotne.cqn 1SIR, NO, 503 v 48 Dia. San. MH v 170 LF 8" SAN. O 0.50X I Rim: 743.49 8" IE (N): 736.01 «««< «« < w 1 r 8" IE (W): 735.91 �<Al 1=- SIR, NO. 13A w - °30" Dia. Inlet SIR, NO, 13 Rim: 743.40 48" Dia. Storm MH `'12" IE: 739.38 Rim: 742.00 1 55 LF 120 STORM 12" IE (W): 739.00 O 0.50X SIR, NO, 505 30" Dia. Inlet Rim: 744.01 8" IE (E): 736.65 5ii F.F. El. 744.50 1 I STR NO: SM 48" Dia. San. MH Rim: 744.41 8" IE. 736.49 LiA e S e Sheet C5.3 95 LF 8" SAN. O 0.50X F.F. El. 744.50 EXISTING FEATURES LEGEND o Storm Catch Basin 0SMH Sanitary Manhole PP/D Power Pole w/ Electric Dropdown OPP/L Power Pole w/Light --) Guy Anchor © Electric Meter ELEC Electric Transformer O Water Meter ®W Water Valve Fire Hydran t T o Telephone Pedestal Chain Link Fence Mailbox - -780 - - Contour PROPOSED FEATURES LEGEND Full Depth HMA Pavement 8" Commercial Approach 4" Concrete Sidewalk 1-112" HMA Resurface w/Tack Coot Pavement Patch Future 6" Concrete Pavement for Residential Lot Drive Future Sidewalk on Residential Lot a O Sewer Structures Water Valve C� Fire Hydrant Assembly OLot Number - - - - Lot Line F.F. El. 745.00 Tentative Finished Floor Elevation at Proposed Dwelling Unit CONNECT TO EXIST. WATER MAIN ; W/6 TAPPING SLEEVE & VALVE RIW ; 0 O 6` ° ° PP CL be water grade pipe in accordance with AWWA standards. At crossings, water grade sewer pipe shall extend a minimum of 10 feet past each side of the crossing, and one full length of water pipe shall be centered at the crossing. 8. Maintain minimum 5 feet of cover at water mains & services. 9. Unsuitable material that may affect the structural integrity of the pipe shall be replaced or treated to support the anticipated loads. 10. Sewer Contractor is responsible shall install castings to within 0.1 feet of finished grade. 11. Remove sediment buildup from storm structures prior to Owner's acceptance of the Work. SMH EX. SAN MH 1 -J Rim: 741.71. - - 8" IE (W): 733.78 I I I 5 6 I I I Q W Ex. 6" Water 00 X L' 3 R1W -_ O 7 1 z I GENERAL NOTES 1. MANHOLES/CASTINGS a. Storm sewer manholes shall not have eccentric cones. See City Detail 3-3, Sheet C8.2. All inlets and storm sewer manholes shall have Neenah R-3348 concave inlet castings except Str. No 16, which shall have a beehive casting. a. All sanitary sewer manholes shall have Neenah R-1642 castings. 2. Storm sewer open grate castings shall be stamped with a fish image and the message: "DUMP NO WASTE - DRAINS TO WA TER WA YS" 3. Neenah castings specified. Approved equal to specified Neenah Foundry Co. castings may be acceptable if approved by Owner. Contractor to submit casting cut sheets to Owner for re vie w. 4. STORM SEWER PIPE SDR 35 PVC, ADS N-12 or local jurisdiction approved equal. 5. See Sheets C7.2 & C7.3 for utility details and specifications. GRAPHIC SCALE 30 sa ( IN FEET ) 1 inch = 30 ft. W D At°°°° i� O j °� U N O Q j O mm>° Zw O U m o �FD w a E o Q 3z0o CO V U O N N CO J N N E 1■ 0VV 0 �° ,n p�� o I,v �- O u U w 0 Z J CL W L R n T DRAWN BY: NI DESIGNED BY: BMc PM REVIEW: BMc QA/QC REVIEW: RTN DATE: 06/22/20 SEAL: XXXXW I i T. �lq�i � �i� �- srER�.�AO .` •. �.A No. 60016991 c STATE of ............. SIGNATURE - ..,I �5,� Xe4 .,, DATE: a 0 06122120 �. SCALE: ^� HORZ: 1" = 30' VERT: N/A ACI JOB # 17-1285 44 SHEET NO. C500 .Q EXHIBIT B ESTIMATED SYSTEM DEVELOPMENT CHARGE Estimate for System Development Charges Estimate Provided On: 7/30/2020 Estimate Provided By: C. Brach Fredrickson Commons South Bend, IN "Illstfirnate 'iis loosed on Ilarojectesd uses and callcullations 1prov'iisded Iloy owner consUfaust Values Unit Type Multifamily Dwelling # of Unit Types 32 units Estimated Flow d for Multifamily Dwelling 310 per unit Estimated Total Flow for Multifamily Dwelling 9920 Clod Estimated Total Flow for Fredrickson Commons 9920 Clod ERU calculation 32.000 ERU ERU rounddown 32 ERU Sewer SDC Calculation $1 145 per ERU $ 36,640.00 Water SDC Calculation $475 per ERU $ 15,200.00 Estimated Amount Due for Fredrickson Commons $ 51,840.00 Estimated 10% Discounted Total (Payment in full $ 46,656.00 Per the Ordinance of the Common Council of the City of South Bend, System Development Charges are summarized below from Sections 17-79 and 17-80: (1) For purposes of this section "ERU" shall be defined as an equivalent residential unit which means a single family residence. For purposes of customers that are not single family residences, one (1) ERU shall equal estimated wastewater flows of three hundred ten (310) gallons per day. No customer will be less than one (1) ERU. There will be no partial ERU's. The City shall round down to the closest applicable ERU calculation at all times. (2) Except as provided in Subsections (5) and (6) of this section, for every new connection to the South Bend Municipal Sewer Works, a system development charge of one thousand one hundred forty-five dollars ($1,145.00) shall be collected per ERU and additional portion thereof to be connected. All charges shall be billed by the City at the time the application for service is filed. (3) System development charges per ERU shall also be collected from existing customers undertaking activities producing a permanent increase in wastewater flow of greater than three hundred ten (310) gallons per day. This subsection shall not apply to an existing customer who has, by contract, purchased reserved capacity from the City so long as the customer's flows remain within the reserved capacity. A permanent increase shall be deemed to have occurred when the average flow rate for six (6) consecutive months exceeds the current flow rate by at least three hundred ten (310) gallons per day. (4) For multifamily structures (e.g., apartments, condominiums, mobile home communities), each individual unit shall be one (1) ERU. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as computed pursuant to 327 IAC 3-6-11 in relationship to three hundred ten (310) gallons per day. For structures not listed in 327 IAC 3-6-1 1, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the sewer capacity certification for the structure and three hundred then (310) gallons per day. (5) For customers with greater than twenty (20) ERUs as calculated pursuant to subsection (4) of this section, the ERU shall be adjusted based upon the Peaking Factor as computed herein. The Peaking Factor shall be calculated by dividing the Peak Daily Flow by the Average Daily Flow, both as reported in the sewer capacity certification. In no event will a Peaking Factor less than 2.0 be used for purposes of the adjustment described in this subsection. The Peaking Factor divided by 4.0 (the Peaking Factor for residential connections) will be multiplied by the number of ERUs for purposes of computing the system development charge owed by the customer. The City Board of Works may execute a contract with the customer authorizing an increase to the initial System Development Charge based upon actual usage data that is collected after connection. (6) Where a prospective customer seeks to connect a new structure on property which replaces a prior structure of a similar use what was located on the same property and which was connected to the South Bend Municipal Sewer Works, no system development charge will be collected. For instance, if the prior structure was a single family structure and the new structure is to be used as a multi -family structure, a system development charge, as contemplated herein this section, shall be charged. The Board of Public Works shall make the final determination of whether the new property structure is a similar use to the prior property structure for the purposes of this subsection. (1) For purposes of this section "ERU" shall be defined as an equivalent residential unit which means a single family residence. For purposes of customers that are not single family residences, one (1) ERU shall equal estimated water flows of three hundred ten (310) gallons per day. No customer will be less than one (1) ERU. There will be no partial ERU's. The City shall round down to the closest applicable ERU calculation at all times. (2) Except as provided in Subsections (5) and (6) of this section, for every new connection to the South Bend Municipal Water Works, a system development charge of five hundred dollars ($500.00) shall be collected per ERU and additional portion thereof to be connected. All charges shall be billed by the City at the time the application for service is filed. (3) System development charges per ERU shall also be collected from existing customers undertaking activities producing a permanent increase in water flow of greater than three hundred ten (310) gallons per day. This subsection shall not apply to an existing customer who has, by contract, purchased reserved capacity from the City so long as the customer's flows remain within the reserved capacity. A permanent increase shall be deemed to have occurred when the average flow rate for six (6) consecutive months exceeds the current flow rate by at least three hundred ten (310) gallons per day. (4) For multifamily structures (e.g., apartments, condominiums, mobile home communities), each individual unit shall be one (1) ERU. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as computed pursuant to 327 IAC 3-6-11 in relationship to three hundred ten (310) gallons per day. For structures not listed in 327 IAC 3-6-1 1, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the water capacity certification for the structure and three hundred ten (310) gallons per day. (5) For customers with greater than twenty (20) ERUs as calculated pursuant to subsection (4) of this section, the ERU shall be adjusted based upon the Peaking Factor as computed herein. The Peaking Factor shall be calculated by dividing the Peak Daily Flow by the Average Daily Flow, both as reported in the water capacity certification. In no event will a Peaking Factor less than 2.0 be used for purposes of the adjustment described in this subsection. The Peaking Factor divided by 4.0 (the Peaking Factor for residential connections) will be multiplied by the number of ERUs for purposes of computing the system development charge owed by the customer. The City Board of Works may execute a contract with the customer authorizing an increase to the initial System Development Charge based upon actual usage data that is collected after connection. (6) Where a prospective customer seeks to connect a new structure on property which replaces a prior structure of a similar use what was located on the same property and which was connected to the South Bend Municipal Water Works, no system development charge will be collected. For instance, if the prior structure was a single family structure and the new structure is to be used as a multi -family structure, a system development charge, as contemplated herein this section, shall be charged. The Board of Public Works shall make the final determination of whether the new property structure is a similar use to the prior property structure for the purposes of this subsection. - ..a . -.. (a) The property owner may pay all charges in full prior to time the installation work is commenced. Prepayment of expenses in advance under this section shall entitle the owner to a ten ( 10 ) percent discount of the total charge. BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date 10/01/2020 Name Zach Hurst Department LUr• BPW Date 10/13/2020 Phone Extension 3057 Review and Approval Required Prior to Submittal to Board Diversity Compliance and Inclusion Officer ❑ Officer Name BPW Attorney ❑ Attorney Name Dept. Attorney ® Attorney Name Sandra Kennedy Purchasing ❑ Check the Appropriate Item Type — Re uired or All Submissions ❑ Professional Services Agreement ❑ Contract ❑ Proposal ❑ Open Market Contract ❑ Amendment/Addendum ❑ Special Purchase, QPA ❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ❑ Title Sheet ❑ Quote Opening ❑ Quote Award ❑ Reject Bids/Quotes ❑ Proposal Opening ❑ C/O & PCA No. ❑ PCA ❑ Chg. Order, No. ❑ Traffic Control ❑ Resolution ® Other: Sewer and Water ❑ Ease./Encroach Main Extension Agreement Information Company or Vendor Name Five Corners LLC ❑ Yes ❑ If Yes, Approved by Purchasing New Vendor ❑ No MB❑ Yes MBE/WBE Contractor E Completed E-Verify Form Attached ❑ ❑ No Project Name Fredrickson Commons Project Number DP18-096 Funding Source Account No. Amount Terms of Contract Purpose/Description Agreement to extend City utilities to a new detached housingdevelopment. evelopment. For Change Orders Only Amount of ❑ Increase $ ❑ Decrease ($ ) Previous Amount Increase Current Percent of Change: Decrease New Amount $ Increase Total Percent of Change: Decrease Time Extension Amount: New Completion Date: