Loading...
RES 2011-1288 - Amendment to agmt with Carollo Engineers INc for Miller Park to Pershing Detention Pond conveyance sewer, OPW 51941 t ,. :�`, 's� r- , % Public Works Department �`t1 4 n Omaha/Douglas Civic Center o® �l ? '� " November 1 2011 E. 1819 Farnam Street,Suite 601 o�� ry� ' 4 ; OCT� `-' Omaha,Nebraska 68183-0601 o�'7 o�Q� ;. F �, (402)444-5220 FD FEaR l Fax(402)444-5248 City of Omaha +r?.l?}..s� . i :,• " , � 4 , .* Robert G.Stubbe,P.E. Jim Suttle,Mayor Public Works Director Honorable President and Members of the City Council, Transmitted herewith is a Resolution approving Amendment No. 1 to an Engineering Services • Agreement with Carollo Engineers, Inc. to provide professional study phase services for the Miller Park to Pershing Detention Pond Conveyance Sewer, known as Project OPW 51941. The original Engineering Services Agreement with Carollo Engineers, Inc. was approved by Council Resolution No. 169 on February 15, 2011. The attached Amendment No. 1 to the Agreement authorizes Carollo Engineers, Inc. to provide preliminary design, final design and bid phase services. The exact scope of services is included in Exhibit B of the attached Amendment. Approval of this Agreement will serve as authorization of Carollo Engineers, Inc. to proceed with the work. Carollo Engineers, Inc. has agreed to perform the services detailed in Exhibit C of the attached Amendment for a fee not to exceed $680,881, which is payable from the Sewer Revenue Improvement Fund 21124, CSO Implementation Organization 116918; Sewer Revenue Bonds will be issued to finance this project. Carollo Engineers, Inc. has filed the required Annual Contract Compliance Report, Form, CC-1, in the Human Rights and Relations Department. The Public Works Department requests your consideration and approval of the attached Resolution and Amendment to the Engineering Agreement. Respectfully submitted, Referred to City Council for Consideration: 1:464..., 6 ,,,,e,9-- /® -i 7 - // G .2/.2, '- Rob rt G. Stubbe, P.E. Date Mayor's 0 fi Date Public Works Director Approved as to Funding: Approved: NIA_ i /111 �a Pam Spaccarotella Date Human Rights and Relations Date Finance Director Department 1292htp ACMV ADJUSTMENT _ $175.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00 17 850.001 PLASTIC PAVEMENT MARKING•YELLOW $2.50 LF 0.00 $0.00 516.00 $1,290.00 516.00 $1,290.00 18 850.003 PLASTIC PAVEMENT MARKING-WHITE $2.50 LF 0.00 $0.00 0.00 $0.00 0.00 $0.00 19 930.013 CONSTRUCT ASPHALT SPEED BUMP , $2,155.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00, 20 ,06.002 REMOVE ASPHALT SURFACE COURSE $7.35 SY 0.00 50.00 0.00 $0.00 0.00 $0.00 TOTALS 50.00 S39,631.97 539,631.97 E$TIMATFA COST --� ACTUCO 7 AST IFFFRFNCF TOTAL PROJECT OVER RUN $39,631.97 .. I UNDER RUN - Exhibit D UNDOR HUN • Exhibit C COMPLETED TO DATE INCLUDING CHANGE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o AMENDMENT NO. 1 TO THE AGREEMENT FOR ENGINEERING SERVICES FOR OPW 51941-MILLER PARK TO PERSHING SEWER SEPARATION PROJECT(CSO) The Professional Services Agreement between the City of Omaha,Nebraska(OWNER)and Carollo Engineers,Inc.(ENGINEER)dated February 15,2011 for professional services to provide study phase services is hereby amended as follows: ENGINEER is obligated to comply with the Utilization of Small and Emerging Small Businesses as provided in Exhibit A. A detailed description of the scope of work and services to be performed is listed in Exhibit B. In summary,this amendment incorporates additional services for Preliminary Design,Final Design and Bid Phase Services for the sewer separation for the Miller Park to Pershing Sewer Separation Project(CSO)based on the Study Phase completed for the project. Compensation for the services in the Amendment shall be on an hourly basis as outlined in Section IV of the February 15,2011 agreement. The estimated man-hours for this additional work are shown in Exhibit C. The maximum amount for the services covered by this amendment shall not exceed Six hundred and eighty thousand eight hundred and eighty one Dollars(S 680.881 ) without prior written authorization by the City of Omaha. This amendment does not change any of the provisions of the original contract. In accordance with the provisions of the February 15,2011 Agreement,this Amendment is executed on,4 y, ,3 ,2011. "OWNER" "ENGINEER" CITY OF OMAHA,NEBRASKA Carollo Engineers,Inc. Omaha/Douglas Civic Center 1603 Famam St. 1819 Famam St.,Suite 601 Suite 119 Omaha,NE 68183 Omaha,NE 68102 � G n ir. /,/i .L tC'G e' ; or , e.r4dr</t, ircL� o-f— I ATTEST: APPROVED • AS TO FORM: .lil p129/ i lerk Deputy Ci Attorney 1 the Engineering Agreement. Respectfully submitted, Referred to City Council for Consideration: 1:464..., 6 ,,,,e,9-- /® -i 7 - // G .2/.2, '- Rob rt G. Stubbe, P.E. Date Mayor's 0 fi Date Public Works Director Approved as to Funding: Approved: NIA_ i /111 �a Pam Spaccarotella Date Human Rights and Relations Date Finance Director Department 1292htp ACMV ADJUSTMENT _ $175.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00 17 850.001 PLASTIC PAVEMENT MARKING•YELLOW $2.50 LF 0.00 $0.00 516.00 $1,290.00 516.00 $1,290.00 18 850.003 PLASTIC PAVEMENT MARKING-WHITE $2.50 LF 0.00 $0.00 0.00 $0.00 0.00 $0.00 19 930.013 CONSTRUCT ASPHALT SPEED BUMP , $2,155.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00, 20 ,06.002 REMOVE ASPHALT SURFACE COURSE $7.35 SY 0.00 50.00 0.00 $0.00 0.00 $0.00 TOTALS 50.00 S39,631.97 539,631.97 E$TIMATFA COST --� ACTUCO 7 AST IFFFRFNCF TOTAL PROJECT OVER RUN $39,631.97 .. I UNDER RUN - Exhibit D UNDOR HUN • Exhibit C COMPLETED TO DATE INCLUDING CHANGE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o EXHIBIT "A" UTILIZATION OF SMALL AND EMERGING SMALL BUSINESSES It is the policy of the City of Omaha that Small and Emerging Small Businesses shall have the maximum practicable opportunity to participate in City of Omaha projects. Consequently,the requirements of the Small and Emerging Small Business Program ordinance apply to this solicitation. For questions on certification, including a listing of what firms are certified under the Small and Emerging Small Business Program,please see the City of Omaha website at www.ci.omaha.ne.us or contact the Human Rights and Relations Department at 444-5055. With regard to this AGREEMENT,the CITY has determined that a sufficient number of companies exist within the following CERTIFIED GROUP(S): [ ] Tier I Emerging Small Business [ ] Tier II Emerging Small Business [ ] Tier I Small Business [X] Tier II Small Business firm to fulfill [ ] this entire contract [X] a portion of this contract as defined below: Utility Coordination, Subsurface Utility Exploration Management, Drafting *Please note: in order to be considered for this AGREEMENT,the Small Business or Emerging Small Business must be CERTIFIED in the above-referenced category PRIOR TO the issuance of the Request for Proposal. Pursuant to Omaha Municipal Code Section l 0-203(d), Project Teams that include the above- referenced category of businesses will be given preference in the selection process. Submittals by non-certified businesses or the failure of a prime contractor to utilize a certified subcontractor in the above-designated portion of this AGREEMENT shall be deemed non- responsive and rejected. ENGINEER must complete Exhibit"A" and submit it with their AGREEMENT to be considered. 2 e' ; or , e.r4dr</t, ircL� o-f— I ATTEST: APPROVED • AS TO FORM: .lil p129/ i lerk Deputy Ci Attorney 1 the Engineering Agreement. Respectfully submitted, Referred to City Council for Consideration: 1:464..., 6 ,,,,e,9-- /® -i 7 - // G .2/.2, '- Rob rt G. Stubbe, P.E. Date Mayor's 0 fi Date Public Works Director Approved as to Funding: Approved: NIA_ i /111 �a Pam Spaccarotella Date Human Rights and Relations Date Finance Director Department 1292htp ACMV ADJUSTMENT _ $175.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00 17 850.001 PLASTIC PAVEMENT MARKING•YELLOW $2.50 LF 0.00 $0.00 516.00 $1,290.00 516.00 $1,290.00 18 850.003 PLASTIC PAVEMENT MARKING-WHITE $2.50 LF 0.00 $0.00 0.00 $0.00 0.00 $0.00 19 930.013 CONSTRUCT ASPHALT SPEED BUMP , $2,155.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00, 20 ,06.002 REMOVE ASPHALT SURFACE COURSE $7.35 SY 0.00 50.00 0.00 $0.00 0.00 $0.00 TOTALS 50.00 S39,631.97 539,631.97 E$TIMATFA COST --� ACTUCO 7 AST IFFFRFNCF TOTAL PROJECT OVER RUN $39,631.97 .. I UNDER RUN - Exhibit D UNDOR HUN • Exhibit C COMPLETED TO DATE INCLUDING CHANGE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o SMALL AND/OR EMERGING SMALL BUSINESS DISCLOSURE PARTICIPATION FORM THIS FORM MUST BE SUBMITTED WITH THE AGREEMENT In the performance of this AGREEMENT,the ENGINEER proposes and agrees to make good faith efforts to contract with eligible City of Omaha certified small and/or emerging small businesses. Should the below listed small or emerging small business subcontractor be determined to be unable to perform successfully or is not performing satisfactorily.the ENGINEER shall obtain prior approval from the Public Works Department Director or a designee, for substitution of the below listed subcontractor with a City of Omaha certified small or emerging small business.if a qualified substitute is available. By submitting this Arm. the ENGINEER is certifying that it has afforded subcontractors participating in the program the opportunity to participate on this proiect. Type of work and Projected contract item or commencement and Name of small or parts thereof to be completion date of Agreed price with emerging small Address performed work SB/ESB Percentage(%) business RW Engineering 6225 N 89th Circle Utility Coordination November 1,2011 $74,145.00 10.9% &Surveying Omaha, NE 68134 (Task 1.2.1,2.1, —August 31,2011 2.27),SUE Management(Task 2.2),Drafting(Task 2.16,3.8,3.17,3.23, 3.38,3.39,3.40) Totals $74,145.00 10.9% CERTIFICATION The ENGINEER certifies that he/she has read,understands,and agrees to be bound by small and/or emerging small business participation contract specifications,and the other terms and conditions of the AGREEMENT. The undersigned further certifies that he/she is legally authorized by the ENGINEER to make the statements and representations in the small and/or emerging small business participation contract specifications and that said statements and representations are true and correct to the best of his/her knowledge and belief. The undersigned will enter into formal agreement(s)with small and/or emerging small businesses(which are otherwise deemed by the City of Omaha to be technically responsible to perform the work)listed at the price(s)set forth in this Exhibit conditioned upon execution of a contract by the undersigned with the City of Omaha. The ENGINEER agrees that if any of the representation made regarding utilization of small and/or emerging small business by the ENGINEER knowing them to be false,or if there is a failure by the ENGINEER(i.e.the Contractor)to implement the stated agreements,intentions,objectives,goals,and comments set forth herein without prior approval of the Public Works Director,such action shall constitute a material breach of the contract,entitling the City of Omaha to reject the AGREEMENT or to terminate the Contract for default. The right to so terminate shall be in addition to,and not in lieu of, any other rights or remedies the City of Omaha may have for other defaults under the AGREEMENT,under City of Omaha's Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future contract awards. Signature y Csa Title 'ce //1-s( .i& Date of Signing /G f�.?dl/ Firm or Corporate Name Carollo Engineers.Inc. Address 1603 Famam St,Suite 119,Omaha,NE 68102 Telephone Number_402-779-8981 3 GE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • EXHIBIT"B" SCOPE OF SERVICES AMENDMENT NO. 1 OPW 51941 -MILLER PARK TO PERSHING SEWER SEPARATION PROJECT (CSO) ENGINEER shall provide preliminary engineering design,final engineering design and bidding assistance to the CITY as outlined in the task descriptions described herein. Preliminary design shall be based on the,recently completed Conceptual (10%) Study phase documents, as approved by the CITY, along with all field investigations results and utility coordination information.An additional amendment may be prepared if Services During Construction, construction inspection and construction administration services are needed, as determined by the CITY. ENGINEER will perform the preliminary and final engineering design services in accordance with CITY and CSO Program Plans, Protocols, Procedures, Standards, and Guidance Documents. These documents can be found on the CSO Web Portal in the following location: http://www.omahacsopt.com/proiects/Shared%20Docu ments/Forms/Document%20Group.aspx The following documents are hereby included in this Scope of Services by reference: Document Name Document Date PLANS • • Combined Sewer Overflow Control Program Quality Management Plan 05/26/2010 • Risk Management Plan 04/12/2010 PROTOCOLS • Environmental Protocol 12/11/2009 • Sewer Separation Protocol Rev.0.01 Updated 07/30/2010 PROCEDURES • City of Omaha Manhole and Lamping Inspection Procedure Revision 2 Updated 03/04/2011 • Design Phase Procedures Updated 07/23/2010 • City of Omaha Pipeline Inspection Procedure Using Closed Circuit Updated 03/04/2011 Television Revision 2 • Public Information Procedure for CSO and RNC Projects Updated 05/09/2011 • ROW Management and Property Acquisition Procedure for(Non-Federal) Updated 09/16/2010 Projects 4 ifications and that said statements and representations are true and correct to the best of his/her knowledge and belief. The undersigned will enter into formal agreement(s)with small and/or emerging small businesses(which are otherwise deemed by the City of Omaha to be technically responsible to perform the work)listed at the price(s)set forth in this Exhibit conditioned upon execution of a contract by the undersigned with the City of Omaha. The ENGINEER agrees that if any of the representation made regarding utilization of small and/or emerging small business by the ENGINEER knowing them to be false,or if there is a failure by the ENGINEER(i.e.the Contractor)to implement the stated agreements,intentions,objectives,goals,and comments set forth herein without prior approval of the Public Works Director,such action shall constitute a material breach of the contract,entitling the City of Omaha to reject the AGREEMENT or to terminate the Contract for default. The right to so terminate shall be in addition to,and not in lieu of, any other rights or remedies the City of Omaha may have for other defaults under the AGREEMENT,under City of Omaha's Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future contract awards. Signature y Csa Title 'ce //1-s( .i& Date of Signing /G f�.?dl/ Firm or Corporate Name Carollo Engineers.Inc. Address 1603 Famam St,Suite 119,Omaha,NE 68102 Telephone Number_402-779-8981 3 GE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • Geotechnical Investigations Procedure for Sewer Separation Projects Updated 06/30/2010 • City of Omaha Smoke and Dye Testing Procedure(Revision 2) Updated 03/04/2011 • Utility Coordination Procedure Updated 08/17/2011 STANDARDS 03/15/2010 • Omaha CSO Program CAD Standards with Update 04/26/2010 With 04/26/2010 Update • InfoWorks Modeling Standard Updated 06/24/2010 • Public Works Department Design Division Surveying Proposals 03/04/2011 Guidelines for Preparation and Presentation GUIDANCE DOCUMENTS • Sewer Separation Cost Estimate Template Guidance Updated 06/04/2010 • Omaha Green Solutions Site Suitability Assessment and BMP Selection 12/21/2009 Process Guidance Document • Private Property Investigation Guidance Updated 07/12/2010 • Sanitary Sewer Design Basis and Methodology Guidance Updated 06/27/2010 • Storm Sewer Design Basis and Methodology Guidance Updated 06/27/2010 • Sustainability Guidance Updated 01/04/2011 • • Urban Design Review Board Guidance Updated 12/20/2010 Note: City of Omaha Standard Specifications and Plates shall be used unless special conditions require modification. Modifications are to be approved by the CITY. TASK 1 --PROJECT MANAGEMENT Objective: Provide for the overall project management and administration,project coordination,public involvement and neighborhood coordination throughout the duration of the PROJECT. Deliverables: Update Project Execution Plan; Certification of a Project Health and Safety Plan; Quality Control Plan; monthly invoices; monthly progress reports; e-mail progress updates every two weeks; monthly schedule updates;progress meeting and other meeting minutes. Scope: 1.1. Project Management and Administration. ENGINEER to provide routine project management and administrative activities including: 1.1.1. Project Management and Administration. ENGINEER shall monitor progress and schedule and facilitate coordination of the PROJECT design elements; Prepare monthly invoicing with estimated percentage of work 5 sible to perform the work)listed at the price(s)set forth in this Exhibit conditioned upon execution of a contract by the undersigned with the City of Omaha. The ENGINEER agrees that if any of the representation made regarding utilization of small and/or emerging small business by the ENGINEER knowing them to be false,or if there is a failure by the ENGINEER(i.e.the Contractor)to implement the stated agreements,intentions,objectives,goals,and comments set forth herein without prior approval of the Public Works Director,such action shall constitute a material breach of the contract,entitling the City of Omaha to reject the AGREEMENT or to terminate the Contract for default. The right to so terminate shall be in addition to,and not in lieu of, any other rights or remedies the City of Omaha may have for other defaults under the AGREEMENT,under City of Omaha's Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future contract awards. Signature y Csa Title 'ce //1-s( .i& Date of Signing /G f�.?dl/ Firm or Corporate Name Carollo Engineers.Inc. Address 1603 Famam St,Suite 119,Omaha,NE 68102 Telephone Number_402-779-8981 3 GE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o complete by contract task;prepare monthly progress reports;prepare and send e-mail progress updates every two weeks; scope, schedule, and budget tracking;provide staffing management and contract administration; maintain communication with PMT; maintain Quality Control;provide,monthly PROJECT schedule updates; If not on schedule or budget, explain reasons for deviations and mitigation plan to rectify.File project documents on the Project page of the CSO Program SharePoint website. 1.1.2. Quality Control Plan (QCP). ENGINEER will prepare and implement a QCP that is consistent with the CSO Program Quality Management Plan (QMP). QCP should address field data QC as required in Field Services Procedures. Maintain QCP throughout the duration of the project. 1.1.3. Project Health and Safety Plan (HSP). The ENGINEER is responsible for the • health and safety of its employees and confirming that ENGINEER's subcontractors have a good understanding of all PROJECT health and safety requirements. The CITY and PMT put a high value on the safety of all personnel working on delivery of the CSO Program. ENGINEER will develop a project specific HSP to apply to employees working on this PROJECT. It will address safety in the office, site visits, and field investigations, shall include OWNER and PMT requirements and shall be consistent with the CSO Program Protocols. 1.1.4. Update Project Execution Plan (PEP). ENGINEER will update the PEP that was created during the earlier phase of the PROJECT with all relevant preliminary and final design information in accordance with the requirements set forth in the project delivery plan,protocols,plans,procedures, standards and guidance prepared by the PMT. The PEP will include project procedures, CAD drafting standards, GIS coordination, filing standards, public involvement coordination,project team organization, and a detailed project schedule developed in Microsoft Project with associated deliverable dates. Maintain PEP throughout the duration of the project. 1.1.5. Initial Project Kickoff Meeting. ENGINEER will conduct the initial project kickoff meeting with PMT. The purpose of the meeting will be to review the project approach, PEP, project goals/objectives, and preliminary and final design; establish project communication procedures; and establish the project schedule. ENGINEER will prepare minutes for the meeting and distribute electronically in Microsoft Word format. 1.1.6. Monthly PMT Meeting. ENGINEER will conduct monthly progress meetings with the PMT for the duration of the PROJECT to provide updates on project progress, budget and schedule status, current project issues, and public involvement activities. Anticipated future activities and PMT needs will be discussed. ENGINEER will be responsible for arranging the meeting, preparing an agenda, conducting the meeting, and taking and distributing meeting notes. Ten (10) progress meetings are assumed based on the preliminary schedule. 1.1.7. Associated with one of the initial monthly progress meetings for 30%design, the project team, City and PMT shall conduct a site visit to walk the 6 1 3 GE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o proposed alignment and project area and identify any obvious design/ construction issues. 1.2. Agency and Project Coordination. ENGINEER will provide routine agency and project coordination activities including: 1.2.1. Utility Coordination. ENGINEER will provide for the communication with the utilities in the project area including notification of the project, requests for facility information, requests for clarifications,transmittal of drawings, and meetings to discuss the project. ENGINEER will send utility requests directly to the utility companies with copies of the requests to the PMT utility coordinator. ENGINEER will be responsible for setting up and updating a utility tracking log throughout the PROJECT, and taking and distributing meeting notes and incorporating utility information into the design of the PROJECT. 1.2.2. Agency Coordination and Permitting. Coordination will be conducted in • conformance with the Environmental Plan and under the oversight of the PMT's Compliance Coordinator. Communication with the impacted agencies will be in conformance with the Environmental Protocol. [The impacted„ agencies may include, but are not limited to, the BNSF Railway Company, the Union Pacific Railroad(UPRR), the U.S. Army Corps of Engineers, the Nebraska Department of Roads, Papio-Missouri River Natural Resources District, the Nebraska Game and Parks Commission, United States Fish and Wildlife Service, the Nebraska State Historic Preservation Office, Nebraska Department of Natural Resources, the Nebraska Department of Environmental Quality and the CITY's Quality Control Division.] ENGINEER will be responsible for taking and distributing meeting notes and incorporating Agency information into the design of the PROJECT. 1.2.3. CITY Agency Coordination. Provide for meetings through with CITY Agencies including other divisions within the Public Works Department, Planning Department and Parks, Recreation and Public Property Department. Meetings will be held as necessary to maintain open lines of communication, obtain feedback on design elements that may impact other departments and allow for design reviews/comments as needed. If necessary, coordination with the City Planning Department regarding Urban Design Review Board approvals shall be in accordance with the Urban Design Review Board Guidance. 1.2.4. GIS Coordination. This task includes GIS coordination work for the Project Team as well as coordination with the CITY/PMT to manage and update CITY GIS information for the PROJECT. This includes providing necessary electronic files and information developed as part of the PROJECT to the CITY/PMT for updating the C1TY's GIS database. 1.2.5. Program Management and Technical Team Meetings. This task includes program management and technical team meetings anticipated during the course of the project. Meetings will be held between the ENGINEER, CITY, PMT, and SUBCONSULTANTS on an as-needed basis. 7 Ten (10) progress meetings are assumed based on the preliminary schedule. 1.1.7. Associated with one of the initial monthly progress meetings for 30%design, the project team, City and PMT shall conduct a site visit to walk the 6 1 3 GE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • 1.3. Public Involvement and Neighborhood Coordination. ENGINEER shall communicate with the impacted property owners, businesses, schools, and neighborhood associations affected by the PROJECT; organize and run meetings to discuss the PROJECT scope and schedule; develop correspondence regarding PROJECT; and prepare exhibits. ENGINEER shall be responsible for the following: 1.3.1. Address Public Participation issues in the monthly progress meetings. 1.3.2. Conduct One(1) Public Meeting. The ENGINEER will organize and conduct a Public Project 65%to 80%design level meeting in coordination with neighborhood associations and other stakeholders. The ENGINEER will determine the distribution list for the public meetings,prepare and distribute the public meeting notifications according to the Public Information Procedure, arrange for the meeting place, arrangements and logistics for the meetings and assist with preparation of the presentation, agenda, sign-in sheets, meeting notes and other items as necessary. The purpose of the"Open House" style meeting will be to review the overall PROJECT design plans, including proposed schedule, potential community enhancements discussions, and opportunities for public input. ENGINEER will prepare presentation materials including Power Point presentations, hardboards, maps, design drawings and handouts to present at the meeting, and take minutes for the meeting and distribute electronically in Microsoft Word format for draft and PDF format for final. 1.3.3. Conduct Stakeholder Communications 1.3.3.1. Identify impacted stakeholders such as neighborhood associations, businesses, schools, churches, organizations, elected officials, community leaders(in PROJECT area) 1.3.3.2. Create an email and mailing database of the impacted stakeholders 1.3.3.3. Conduct one-on-one and small group meetings with impacted stakeholders, PMT, and CITY agencies to coordinate proposed improvements, green solutions, community enhancements, and construction impacts. 1.3.3.4. Develop the scheduling and logistics of stakeholder meetings and develop agendas,presentations, meeting notes and follow-ups as requested. 1.3.4. Develop CSO Program Public Website Content 1.3.4.1. Write PROJECT description and provide photos or exhibits to the Program Public Facilitator(PPF)to be posted to the projects section of the CSO Program public website. 1.3.4.2. Provide all public meeting information to the PPF per the Public Information Procedure. 1.3.4.3. Provide a draft of any news opportunities to the PPF for coordination with the Program media communications and provide copies of any printed news items to be posted to the news archives on the public website. 8 is task includes program management and technical team meetings anticipated during the course of the project. Meetings will be held between the ENGINEER, CITY, PMT, and SUBCONSULTANTS on an as-needed basis. 7 Ten (10) progress meetings are assumed based on the preliminary schedule. 1.1.7. Associated with one of the initial monthly progress meetings for 30%design, the project team, City and PMT shall conduct a site visit to walk the 6 1 3 GE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o TASK 2—PRELIMINARY (30%) DESIGN Field Work and Data Acquisition Objective: Based on the alignment selection and direction from the PMT,proceed with the Preliminary Design for the proposed alignment along Redick Avenue utilizing and modifying the existing outlet structure from the Miller Park Pond. Deliverables: Topographic survey, geotechnical investigation and additional manhole condition assessments, and CCTV, as required. Scope: 2.1. Receive and Review Utility Drawings. Receive and review utility location maps as additional drawings become available including sanitary sewer mains and services; street lights;traffic signals; gas main and services; water main and services; underground and overhead electric; telephone facilities; cable TV; and fiber optic cable. Upon completion of topographic survey, revisit utility drawings previously received to identify any discrepancies. Consult utility to resolve discrepancies. 2.2. Perform Subsurface Utility Exploration (SUE) for key utilities based on information obtained from the utility companies. An allowance of 6 individual potholes of SUE work is included for areas that are not performed by the utilities themselves.A cost allowance of$867 per pothole is included to employ a Contractor to perform potholing including traffic control and surface restoration. Proposed SUE work will be reviewed with CITY and PMT, and proceed only upon authorization by the CITY. 2.3. Rehabilitation Recommendations. The CITY is NOT looking for manhole or pipe rehabilitation or replacement recommendations as part of these plans and specifications UNLESS it is needed to immediately make the existing sewer separation function properly as designed. Examples include: Cured-in-Place (CIPP) lining to provide structural integrity to an unstable sewer line that is to be converted to-a storm or sanitary sewer, OR replacement of a highly unstable existing sewer or manhole that could not withstand construction of the proposed new facilities due to the close horizontal and vertical proximity. The ENGINEER shall discuss possible recommendations early on with PMT and CITY staff to get confirmation or obtain direction on what rehabilitation to proceed with and incorporate into the PROJECT, if any. This requirement should not be in conflict with Inflow/Infiltration Reduction Requirements in section 2.19 and section 3.6. 2.4. Topographic Survey. Perform a site survey in sufficient detail to prepare construction documents. The survey shall follow the proposed pipe routing defined in conceptual design. Survey for the sewers within the neighborhood shall extend from the street centerline to the house. The survey of the route through undeveloped areas shall extend 50 feet on each side of the proposed centerline. The survey of the route through the golf course shall extend 150 feet on each side of the proposed centerline. Survey shall be performed in accordance with the Survey Standards. Survey field book and survey digital data shall be given to the CITY upon completion of final design. Features include edge of pavement, edge 9 Ten (10) progress meetings are assumed based on the preliminary schedule. 1.1.7. Associated with one of the initial monthly progress meetings for 30%design, the project team, City and PMT shall conduct a site visit to walk the 6 1 3 GE ORDERS $1,992,772.93 ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89 PERCENT OF PROJECT COMPLETED BY VALUE 92.14% CALENDAR DAYS USED TO DATE 27 TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50 INCREASE/DECREASE OF CALENDAR DAYS 3 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • of gravel, culverts,pipes, boxes, structures, drives, fences, and utilities,trees and landscaping will be located in the improved areas. - Survey to include two private property lot surveys associated with the two potential sewer alignments. City to obtain Right-of-Entry for surveying of private property. 2.5. Geotechnical investigations will include nine (9)test borings located at critical locations and spaced at roughly 600 feet intervals as shown on the attached Figure. The boring locations will be adjusted based on equipment access, site conflicts, and utility clearance issues. Right of entry will be obtained and all boring locations must be readily accessible. Perform test borings to obtain geologic information and samples of the soils, and laboratory tests to determine the relevant engineering properties of the various soil strata. Boring depths are intended to extend 10-feet below proposed invert level to permit assessment of excavation stability and possible shoring. One boring that is not in the Pershing Detention Basin shall extend to Elevation 980-feet. If trenchless installation techniques are anticipated, this investigation shall evaluate and provide design criteria/parameters for this construction. Geotechnical investigations shall be performed in accordance with the Geotechnical Investigation Procedure for. Sewer Separation Projects. Project team shall provide the City with electronic files of all geotechnical boring locations (and identification numbers referenced in the geotechnical report) created while preparing the Geotechnical Investigation Report. Project team shall coordinate with the PMT to assure that minimum data attributes are provided with the electronic data. 2.6. Perform street corings to determine composition and thickness of existing street surfacing and street base materials. Coring of the street section will include eleven (11) locations as shown on the attached Figure. Perform analysis of existing materials to determine bearing capacities and suitability for long term reliability. Investigation shall also address adjacent streets that may be used for access routes to the construction area. This information will help to determine which streets will or will not hold up to construction activities(especially if the pavement is cut into) so the ENGINEER can properly determine pavement removal/replacement areas in coordination with existing street and curb conditions and utility impacts. Include results of investigations and evaluations in the geotechnical evaluation report. 2.7. A geotechnical report shall be prepared and will discuss the general soil and ground water conditions underlying the site;provide an estimate of the dewatering flow rate anticipated at various locations for use in preparing the dewatering permit;present the relevant engineering properties of the existing soils; provide excavation and earthwork recommendations including minimum setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; include results and evaluations of the street corings; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • • Inspection Procedure. Approximately 13 total structures will be investigated as shown on the attached Figure. 2.9. Perform CCTV as necessary. The CCTV allowance includes cleaning, televising and review of existing piping in the project area, as required, and is based on an estimated 3,430 feet of sewer in the project area, for cleaning and CCTV inspection performed in accordance with the Pipeline Inspection Using CCTV Procedure, as shown on the attached Figure. Preliminary(30%)Design Documents Objective: Develop(30%)preliminary drawings for review and utility coordination. The 30%design submittal is meant to provide a preliminary determination of alignment and depth of proposed storm and sanitary sewers and/or conversion of the existing combined sewer to either storm or sanitary, in relationship to existing utilities and street features based on the level of information available. Deliverables: Preliminary plan/profile drawings of the proposed sewer improvements including known utilities,per the Design Phase Procedures. Copies will be provided in printed and electronic format in accordance with the Sewer Separation Protocol. Scope: 2.10. Update the hydrologic and hydraulic calculations based on Selected Layout. Update the hydraulic calculations based on the final layout of the storm sewer system. The final storm sewer layout will be set after completion of the topographic survey, field investigations, and review of potential conflicts. The proposed pipe system will be adjusted as necessary to maintain the sewer flow without surcharging the pipes or manholes beyond acceptable design limits. i. Calculations to include analysis of potential separated stormwater flows from the following additional catch basins: a. Inlets at the intersection 25th Ave. and Bauman Ave. b. Inlets at intersection of 25th Ave. and Newport Ave. c. Inlets at intersection of 28th Ave. and Redick Ave. ii. Design and field work associated with the potential sewer separation areas denoted above shall be designated as additional services. See Task 6. 2.11. Preliminary Green Solutions Design. Prepare layout drawings of proposed green solutions including layout of amenities, landscaping, etc. 2.12. System Refinement. Review the proposed storm and sanitary systems for conflicts with existing utilities, routing limitations, and constructability issues. Adjust the proposed storm and sanitary sewer systems as necessary to eliminate conflicts 11 nd evaluations in the geotechnical evaluation report. 2.7. A geotechnical report shall be prepared and will discuss the general soil and ground water conditions underlying the site;provide an estimate of the dewatering flow rate anticipated at various locations for use in preparing the dewatering permit;present the relevant engineering properties of the existing soils; provide excavation and earthwork recommendations including minimum setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; include results and evaluations of the street corings; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o wherever reasonably possible including selecting and evaluating alternate alignments; revising inlet locations; and adjusting pipe inverts. 2.13. Verify Hydraulic Performance. Verify the capacity and performance of the adjusted storm and sanitary sewer systems to ensure the proposed pipes and manholes do not surcharge beyond acceptable design limits. Adjust as needed to meet this criterion. Sanitary sewer system shall be designed in conformance with the Sanitary Sewer.Design Basis and Methodology Guidance. Storm sewer design shall be in conformance with the Storm Sewer Design Basis and Methodology Guidance. 2.14. Finalize Routing and Sizes. Update the system layout based on the topographic survey. Evaluate for conflicts and adjust accordingly. Evaluate the hydraulic performance and adjust the pipe sizes and inverts accordingly. 2.15. Field Investigation of the Proposed Routing. ENGINEER will coordinate a Project Team site visit with the PMT as part of a Monthly Progress meeting to field verify the route of the proposed sewer system prior to commencement of the topographic survey to evaluate for constructability. Sewer layout to be adjusted based on the findings. 2.16. Prepare Plan/Profile and Other Drawing Sheets. Import the topographic survey and develop the plan/profile sheets. Some clean-up of survey data is generally necessary so that the plan sheets are not overly cluttered as per the CAD Standards. Import available utility drawings. Show proposed sewer improvements. Show proposed Green Solutions location and type(no detailed green solutions drawings on plan/profile sheets). 2.17. Coordinate utility relocation requirements with affected utilities. Minimize utility relocation and design utility crossings by field verifying critical elevations, including locations of existing manholes, utilities, and sewer infrastructure along preferred alignments. 2.18. Identify and incorporate paving removal and replacement limits along with anticipated sidewalk and handicap ramp construction(conservative estimates at this stage). Determine preliminary pavement removal and replacement areas while taking into consideration existing street and curb conditions, and potential utility impacts to the City right-of-way and pavement due to relocations and replacements. 2.19. Inflow/Infiltration Reduction Requirements. All sewer separation projects will include a minimum amount of rehabilitation and new construction measures to minimize and eliminate some direct sources of storm and ground water inflow and infiltration in both sanitary and storm sewer manholes,whether in pavement or in non-paved areas. These measures include: (1) installing external frame seals and solid manhole covers on all new manholes; (2) installing external frame seals on all existing manholes exposed during construction,which may include rebuilding risers; (3)cut out, expose, rebuild risers if necessary, and install external frame seals on all existing manholes which are on sanitary sewers or on pipes that are being changed from combined to sanitary sewers; (4) replace existing perforated 12 feasibility of pipe boring/tunneling, if required; include results and evaluations of the street corings; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o manhole covers with solid covers (and new frame if necessary) on all existing sewers which are changed from combined to sanitary sewers, AND on any existing sanitary sewers (especially upstream branches that feed into these renovated sewers). This work will be included in the final design project plans and specifications for the direct project area at a minimum, and to the extent of the system outside of the project area as determined through discussions with the PMT. Estimated costs for the above I/I reduction requirements should be included in the 30%construction cost estimates. 2.20. Develop Project Phasing and Scheduling. Develop project phasing and sequencing, if applicable, and discuss in the technical memorandum. 2.21. Review Right-of-Way Requirements. Prepare right-of-way requirements for the construction of the new sewer system per the ROW Management and Property Acquisition Procedure. The right-of-way requirements are to be shown on the plan and discussed in the Basis of Design technical memorandum. 2.22. Prepare OPC. Prepare an opinion of probable costs (OPC) based on the (30%) preliminary drawings and level of design. The OPC is to be developed in accordance with the Sewer Separation Protocol and provided in the technical memorandum. 30% Basis of Design TM Objective: Prepare a 30%Basis of Design Technical Memorandum that summarizes the findings, calculations, assumptions, and phasing plan, based on the preliminary design. Deliverables: The key deliverables will be the updated Basis of Design TM for the conveyance sewer, sewer separation, and green solutions elements and 30% complete plan and profile sheets. Scope: 2.23. Risk Management. The Project Team shall identify in the TM the risk mitigation strategy for the risk factors identified in the Sewer Separation Protocol. 2.24. Sustainability. The ENGINEER will develop preliminary sustainability strategies based on the Sustainability Benefits Table developed by the PMT. 2.25. Basis of Design TM. The 30%Basis of Design TM shall summarize the development of the preliminary plans including field data, GIS data, hydrologic and hydraulic calculations; system sizing; utility coordination; neighborhood coordination; sustainability, risk mitigation strategy, green solutions; green solutions benefits; agency and permitting coordination; list of environmental clearances/permits; OPC; and recommendations for final design including phasing and sequencing. 13 ources of storm and ground water inflow and infiltration in both sanitary and storm sewer manholes,whether in pavement or in non-paved areas. These measures include: (1) installing external frame seals and solid manhole covers on all new manholes; (2) installing external frame seals on all existing manholes exposed during construction,which may include rebuilding risers; (3)cut out, expose, rebuild risers if necessary, and install external frame seals on all existing manholes which are on sanitary sewers or on pipes that are being changed from combined to sanitary sewers; (4) replace existing perforated 12 feasibility of pipe boring/tunneling, if required; include results and evaluations of the street corings; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • 2.26. Plan Distribution. Coordinate with the PMT/City for the distribution of the documents to the review agencies,permitting agencies, utilities, and CITY departments for review and comment. This includes the Planning Department Urban Design Review Board, if necessary. ENGINEER will assist PMT with responses to comments received by reviewing agencies. 2.27. Utility Coordination Meeting. ENGINEER will conduct a utility coordination meeting per the Utility Coordination Procedure. ENGINEER will be responsible for taking meeting notes and distributing meeting notes. The meeting will be coordinated with PMT. 2.28. PMT will endeavor to complete reviews of all PROJECT deliverables within a two week time period; however,this will be dependent on workload at the time of the submittal. Sufficient schedule float shall be included to allow a 3 week review time when necessary. All review comments will be compiled in one document per deliverable and will be submitted to the ENGINEER in a single standard design review form. 2.29. Finalize TM. Revise TM to incorporate review comments. Prepare memo to ' address review comments that were not incorporated and summarize how the issue was reconciled. Submit the final TM and drawings to the PMT in accordance with the Sewer Separation Protocol. 14 , calculations, assumptions, and phasing plan, based on the preliminary design. Deliverables: The key deliverables will be the updated Basis of Design TM for the conveyance sewer, sewer separation, and green solutions elements and 30% complete plan and profile sheets. Scope: 2.23. Risk Management. The Project Team shall identify in the TM the risk mitigation strategy for the risk factors identified in the Sewer Separation Protocol. 2.24. Sustainability. The ENGINEER will develop preliminary sustainability strategies based on the Sustainability Benefits Table developed by the PMT. 2.25. Basis of Design TM. The 30%Basis of Design TM shall summarize the development of the preliminary plans including field data, GIS data, hydrologic and hydraulic calculations; system sizing; utility coordination; neighborhood coordination; sustainability, risk mitigation strategy, green solutions; green solutions benefits; agency and permitting coordination; list of environmental clearances/permits; OPC; and recommendations for final design including phasing and sequencing. 13 ources of storm and ground water inflow and infiltration in both sanitary and storm sewer manholes,whether in pavement or in non-paved areas. These measures include: (1) installing external frame seals and solid manhole covers on all new manholes; (2) installing external frame seals on all existing manholes exposed during construction,which may include rebuilding risers; (3)cut out, expose, rebuild risers if necessary, and install external frame seals on all existing manholes which are on sanitary sewers or on pipes that are being changed from combined to sanitary sewers; (4) replace existing perforated 12 feasibility of pipe boring/tunneling, if required; include results and evaluations of the street corings; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o TASK 3—FINAL DESIGN 60% Design Submittal Objective: Develop plans and specifications to 60% level of completion for review and utility coordination. The 60%design submittal is meant to be a substantially complete set of construction plans,with finalized sewer alignments and depths. The purpose of the 60%design submittal is to provide the CITY and PMT the opportunity to review the plans, specifications, and appurtenant material so that the ENGINEER can proceed in completing the plans, adding all necessary details,notes, etc. Deliverables: 60%plans and specifications;preliminary Stormwater Pollution Prevention Plan (SWPPP) (See Task 4),preliminary Post Construction Stormwater Management Plan(See Task 4),preliminary Drainage Report(See Task 4), • property acquisition and easement limits and descriptions;preliminary limits of pavement removal on removal plans; electronic copy of hydraulic model and output reports; storm and sanitary sewer sizing calculations;; review meeting notes; updated risk register, updated sustainability plan and Opinion of Probable Cost(OPC). Scope: 3.1. Finalize Horizontal and Vertical Alignments. Finalize the horizontal and vertical alignment of the proposed improvement including the locations and invert elevations of all manholes,pipes, and inlets. Incorporate changes as required to address additional utility information, rehabilitation requirements, street removals and replacements, etc. 3.2. Finalize Storm Sewer and Sanitary Sewer Calculations. Complete the hydraulic design calculations of the proposed storm sewer system. Complete the sanitary sewer design calculations. This task will also include refinements to the hydrology and hydraulics required for green solutions. 3.3. Intersection improvements. Intersection improvements may include incorporation of minimum 25-foot radii upgrades at intersections identified by the CITY along arterial and collector streets, and incorporating updated ADA curb ramps at all four corners at every intersection affected alongthe project alignment. Intersection and ramp improvements shall be in accordance with guidance the City will provide during final design. Prepare design details for non-standard curb ramp locations. The intersections of Redick Avenue with Minne Lusa Boulevard and with 25th Avenue are anticipated to be the only intersections impacted by the proposed project. 3.4. Roadway design. The ENGINEER shall perform complete roadway design for portions of streets where full width disturbance has occurred. Design will include geometric layout of curb lines, modification to storm sewer inlets, removal and construction tables, and a preliminary determination of construction limits. The segment of Redick Avenue, from Minne Lusa Boulevard to approximately 100 feet east of 25th Avenue is anticipated to 15 sewers or on pipes that are being changed from combined to sanitary sewers; (4) replace existing perforated 12 feasibility of pipe boring/tunneling, if required; include results and evaluations of the street corings; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • require complete removal and reconstruction. This will be the only roadway segment included for reconstruction in this scope of services. 3.5. On-site Field Review. Conduct one on-site field review meeting with the CITY Project Manager, PMT Coordinator, Compliance Coordinator and CITY Construction Manager. This meeting is to be held at the approximate 60 percent design stage following completion of the geotechnical field investigations and street corings. The purpose of the meeting is to review existing pavement and curb conditions and proposed intersection radii and curb ramp locations, and (in conjunction with geotechnical investigations, coring, and utility information) identify preliminary extent of pavement, curb, driveway, and sidewalk removals/replacements on the plans. 3.6. Inflow/Infiltration Reduction Requirements. All sewer separation projects will include a minimum amount of rehabilitation and new construction measures to minimize and eliminate some direct sources of storm and ground water inflow and infiltration in both sanitary and storm sewer manholes, whether in pavement or in non-paved areas. These measures include: (1) installing external frame seals and solid manhole covers on all new manholes; (2) installing external frame seals on all existing manholes exposed during construction, which may include rebuilding risers; (3)cut out, expose, rebuild risers if necessary, and install external frame seals on all existing manholes which are on sanitary sewers or on pipes that are,being changed from combined to sanitary sewers; (4) replace existing perforated manhole covers with solid covers (and new frame if necessary)on all existing sewers which are changed from combined to sanitary sewers, AND on any existing sanitary sewers (especially upstream branches that feed into these renovated sewers). This work will be included in the project plans and specifications for the direct project area at a minimum, and to the extent of the system outside of the project area as determined through discussions with the PMT. 3.7. Plan General Notes. Obtain typical general notes from the CITY Project Manager and PMT Coordinator for placement on plan cover sheet. Prepare additional or modified notes as needed. 3.8. Green Solutions. Continue the development of the Green Solutions as part of the plans and specifications in accordance with the,Omaha Green Solutions Site Suitability Assessment and BMP Selection Process Guidance Document including any updates to the Green Solutions TM. 3.9. Construction Sequencing/Phasing. ENGINEER to prepare a recommended project sequencing/phasing to maintain sewage flow at all times,to control contractors operations and encourage clean-up,to maintain access to businesses, streets, etc. and to include traffic control and detour plans. CITY will provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • 3.10. Update OPC. Engineers Opinion of Probable Construction Cost shall be prepared and submitted per the Cost Estimate Template Guidance. 3.11. Temporary and Permanent Easement Descriptions and Access Easements. ENGINEER shall prepare documents for easement acquisition. CITY personnel will perform title searches and negotiate the acquisition of the easements. Identify easements necessary for construction and provide information required per the ROW Management and Property Acquisition Procedure. 3.12. Community Enhancements. Continue the design for the community enhancements to be incorporated into the project, if any. 3.13. Risk Management. The Project Team shall update the risk register and identify methods to mitigate the risks identified for the project per the Risk Management Plan. 3.14. Sustainability. The Project Team shall develop and address CSO Program sustainability goals per the Sustainability Guidance. 3.15. Preliminary Bid Item List. Prepare the bid item list in accordance with the CITY standard bid items (exact wording and units shall be used as much as possible). Develop new bid items as necessary. The CITY shall also provide a list of bid items that are generally included on all sewer separation projects in case they are needed during construction. 3.16. Preliminary Specifications. Prepare the front end documents based on PMT templates, special provisions (including Temporary Controls and Permitting specification sections), and bid item narrative of what the bid item includes, including measurement and payment. Special Provisions and Supplemental Specifications shall be provided for special items and work not covered in the Standard Specifications. The CITY and PMT may also provide some Technical Specifications and Plan Details to be utilized by the ENGINEER. Prepare list of additional technical specifications that are needed. 3.17. Update Plans to 60% level of completion 3.18. Plan Distribution. Coordinate with the PMT for the distribution of the 60% preliminary plans and specifications to the review agencies,permitting agencies, and utilities. Receive review comments. 3.19. CITY Coordination. Coordinate with the PMT for the distribution of the 60% plans and specifications submittal to the CITY departments for review and comment. Meet with City, PMT, Parks Dept, and Golf Course Representatives to give overview of 60%plans and discuss plan details and timing of sequencing/phasing during construction and coordination with the park and golf course activities,to be sure all concerns are being addressed. Receive and address review comments. 3.20. Utility Coordination Meeting. ENGINEER will conduct a utility coordination meeting to review the 60%design drawings. ENGINEER will be responsible 17 traffic control and detour plans. CITY will provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o for organizing the meeting location, inviting the impacted utilities,taking meeting notes, and distributing meeting notes. Discussions will include utility conflicts,possible alignment revisions of the sewers, and utility phasing. A schedule of relocation work will be requested from the utilities following this meeting. The meeting will be coordinated with the CITY Project Manager, PMT Coordinator, and PMT Utility Coordinator. 3.21. Plan in Hand Review Meeting. Organize and attend one onsite review meeting with the CITY Project Manager,PMT Coordinator, Compliance Coordinator, Utility company representatives, CITY Construction Division staff, and other CITY and PMT staff as required to review the plans for completeness, constructability, etc. This may include an office meeting to review plan/specification/field review comments, clarify issues and concur on changes. The ENGINEER will take and distribute meeting notes. 3.22. Address Plan Review Comments. PMT will endeavor to complete reviews of all PROJECT deliverables within a two week time period; however, this will be dependent on workload at the time of the submittal. Sufficient schedule float shall be included to allow a 3 week review time. All review comments will be compiled in one Quality Review Form (QRF) document per deliverable and will be submitted to the ENGINEER. ENGINEER will incorporate comments during the 95%design following a review meeting, if required. 95% Design Submittal Objective: Develop plans and specifications to 95% level of completion for review and utility coordination. The 95%design submittal is meant to be a complete, bid- ready set of construction documents. The purpose of the 95%design submittal is to provide the CITY, PMT, and NDEQ the opportunity to review the plans, specifications, and appurtenant material prior to bidding the project for construction. Deliverables: 95%plans and specifications, final bid item list and quantities,permit applications, SWPPP (See Task 4),Post Construction Stormwater Management Plan (See Task 4),Drainage Report(See Task 4),NDEQ. submittal,updated risk register, updated sustainability plan, SB/ESB Exhibit A, Updated List of Permits and Environmental Clearances, and OPC. Scope: 3.23. Finalize Construction Drawings. Final quantities on some of the major items (such as pavement, rock, etc.) shall be measured quantities with an additional percentage to cover typical potential overruns due to constructing in an aged, urbanized area, as identified in the Cost Estimate Template Guidance. The CITY will provide a list of typical items and percentage increases to use. 3.24. Finalize Specifications. Finalize the specifications including all technical specifications, special provisions (including Temporary Controls and 18 . traffic control and detour plans. CITY will provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o Permitting specification sections), bid item narrative of what the bid item includes, including measurement and payment, front end documents, and quality control review. Incorporate utility relocation work schedules as part of the specifications. 3.25. Green Solutions. Complete the design of the Green Solutions as part of the plans and specifications including any updates to the Green Solutions TM. 3.26. Community Enhancements. Finalize the design of the community enhancements to be incorporated into the design. 3.27. Risk Management. The Project Team shall update the risk register and identify methods to mitigate the risks identified for the PROJECT per the Risk Management Plan. 3.28. Sustainability. The Project Team shall update sustainability goals per the Sustainability Guidance. 3.29. Utility Coordination Meeting. ENGINEER will conduct a utility coordination meeting. ENGINEER will be responsible for organizing the meeting location, inviting the impacted utilities,taking meeting notes, and distributing meeting notes. The meeting will be coordinated with PMT. Utilities to provide a schedule and locations of agreed upon relocation work which shall be included in the 95% specifications. Request utility schedule at least four weeks before plan and specification review distribution to enable incorporation in 95% specs. 3.30. Final Bid Item List. Finalize the bid item list in accordance with the CITY standard bid items. Number new bid items in accordance with CITY policy. 3.31. Small and Emerging Small Businesses Utilization Form. Follow the requirements of the Small and Emerging Small Business Program (SB/ESB)as outlined on the City of Omaha Human Rights and Relations Department website and as directed by the CITY,to determine and define portions of the construction project that could be done by SB/ESB companies. This includes but is not limited to review of the latest CITY certified SB/ESB company listing, identification of sufficient number of companies for each construction task, and completion of EXHIBIT A "UTILIZATION OF SMALL AND EMERGING SMALL BUSINESSES" in the project specifications/contract documents. 3.32. Finalize OPC. Engineers Opinion of Probable Construction Cost shall be prepared and submitted per the Cost Estimate Template Guidance. 3.33. Permit Applications. Compliance Coordinator will determine whether permit applications for any governing agency or other entity will be prepared by the ENGINEER or PMT. All permits will be in the name of the CITY and the CITY will pay directly for any associated permit application fees. Per Task 4, ENGINEER will prepare applications for the necessary permits for the PROJECT and submit to the PMT for review and comment. Based on comments received from the PMT,the applications are to be revised and 19 ill provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o prepared for execution by the CITY in accordance with the Environmental Protocol. 3.34. Agency and Utility Plan Review. Coordinate with the PMT for the distribution of the 95%documents to the review agencies,permitting agencies, and utilities. Environmental,permitting, and regulatory issues shall be in accordance with the Environmental Protocol and coordinated with the Compliance Team Lead or designated representative. Receive and address review comments. 3.35. CITY Coordination. Coordinate with the PMT for the distribution of the plans to the CITY departments for review and comment. Meet with City, PMT, Parks Dept,and Golf Course Representatives to give overview of 95%plans and discuss plan details and timing of sequencing/phasing during construction and coordination with the park and golf course activities,to be sure all concerns are being addressed. Receive review comments. 3.36. Address Plan Review Comments. PMT will endeavor to complete reviews of all PROJECT deliverables within a two week time period; however,this will be dependent on workload at the time of the submittal. Sufficient schedule float shall be included to allow a 3 week review time. All review comments will be compiled in one Quality Review Form (QRF) document per deliverable and will be submitted to the ENGINEER. ENGINEER will incorporate comments into the Bid Documents following a review meeting, if required. Bid Documents Objective: Finalization of the bid documents and preparation of the plans and specifications for bidding. Deliverables: Sealed plans and specifications, final OPC, Project Advertisement Form, Final Bid Item List and Quantities, all field books, electronic copy of specifications, and electronic copies of all CADD files. Scope: 3.37. Review Comments. Address and incorporate changes identified by the CITY and PMT, and other agencies (such as NDEQ) in the review of the 95% documents. 3.38. Sealed Contract Documents. The plans and specifications shall be signed and sealed by the ENGINEER project manager and the appropriate disciplines. Submit project advertisement form, final quantities, opinion of probable cost (without any Contingency), and one copy of signed plans & specifications (with CITY signed cover sheet)to CITY for advertisement/bidding Quality Control check per Sewer Separation Protocol Design Phase Procedures. Allow for 5 business days to complete QC check. 20 be prepared by the ENGINEER or PMT. All permits will be in the name of the CITY and the CITY will pay directly for any associated permit application fees. Per Task 4, ENGINEER will prepare applications for the necessary permits for the PROJECT and submit to the PMT for review and comment. Based on comments received from the PMT,the applications are to be revised and 19 ill provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o 3.39. Make quality control changes based on comments received during Quality Control check, sign and seal revised plans and specifications. Provide one original set for CITY use in printing bid sets. 3.40. Document Submittal. Submit copies of all survey field books, CADD drawings in electronic format, final drainage files/models, GIS files, and specifications in Microsoft Word format. 21 O O� O p O 0 ° n .-I.Un J O .i s i q k l Penalties: $0.00 Total Payments: $0.00 . • Contractor: • Phone#: Fax#: Email address: Page 1 of 12, 10/5/2011 1:47:21 PM, Bid Tabulation, Generated by:admin for project OPW 51289 ity rk //4/� Approved % //� Mayor T.M: TASK 4—PERMITTING SERVICES Objective: Provide assistance to the CITY and PMT in the identification of required permits and the preparation and submittal of the permits to the appropriate agencies. Deliverables: List of permits and environmental clearances;permit applications for review by the PMT. Scope: 4.1. Environmental permitting and regulatory issues shall be addressed in accordance with the Environmental Protocol and coordinated with the PMT Compliance Team. 4.2. As part of the 30-percent design,the ENGINEER will meet and work with the Compliance Team to develop a preliminary list of environmental permits and clearances for the project. In collaboration with the PMT Compliance Team, complete a review of the permits needed for this PROJECT, along with a proposed schedule for submission of applications for the design and construction of the PROJECT. Incorporate permit design requirements as outlined in the Environmental Plan, into the Technical Memorandum (Basis of Design). Communications with permitting agencies need to be done in conformance with the Environmental Plan. ENGINEER shall fill out all permit applications for any governing agency or other entity related to obtaining field investigations and surveying for preliminary and final design services. ENGINEER shall coordinate with the PMT and CITY to get these permit applications submitted and approved. • 4.3. The ENGINEER will provide technical specifications to the PMT that address environmental issues associated with the site including,but not limited to, management of hazardous or contaminated wdstes likely to be found onsite, as well as a temporary environmental controls specification and a permitting specification. This may include appropriate modifications of technical specifications developed by the PMT to address environmental issues. The ENGINEER will work with the PMT to continue to identify other regulatory criteria or requirements. 4.4. As part of final design,the ENGINEER will work with the PMT Compliance Team to update the list of permits and environmental clearances to be obtained as part of construction. This list(including a draft schedule for obtaining permits)will be included in the 60%design submittal,reviewed with the PMT Compliance Team, and the responsible party for each permit or environmental clearance will be determined. The ENGINEER will update the list(including schedule) and include it in the 95%design submittal. A copy of the list of permits(with the status of and responsible party for each permit) and a copy of all permits in hand will be included in the 95% specifications along with a copy of all permit applications to be obtained by the contractor. Unless otherwise determined by the PMT, any permits, mitigation plans, or similar 22 19 ill provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o developed by the ENGINEER shall be reviewed by the PMT Compliance Team prior to submission to the appropriate agency. 4.5. Stormwater Construction/City of Omaha Grading Permits.A SWPPP will be developed that meets NDEQ's Stormwater Construction Permit requirements as well as the City's Grading Permit requirements. In addition, a permit application for submission to the NDEQ will be developed. The ENGINEER will incorporate erosion and sediment control statements and details into plans and specifications for the 60%, 95%and Bid Documents, and other relative portions of the SWPPP. The ENGINEER will incorporate review changes into plans and specifications from the PMT, CITY or other Agencies. A draft SWPPP will be included as part of the 60%plans and specification submittal 4.6. Other permits that may be required, but are not limited to, include the following: i. Construction Dewatering Permits (to be obtained by the construction contractor)for discharge into the City's sewer system. This task will only need to be performed if there is a scheduling issue and the contractor is unable to submit the permit in a timely fashion. Effort to complete this task is not included with this scope. ii. USACE Nationwide 404 Permits and NDEQ 401 certifications or other USACE approvals. iii. State Historic Preservation Office (SHPO)Review(if 404 Permit is required). iv. City of Omaha Post Construction Stormwater Requirements. The ENGINEER will prepare a Post Construction Stormwater Management Plan including a Drainage Report. • • 23 a temporary environmental controls specification and a permitting specification. This may include appropriate modifications of technical specifications developed by the PMT to address environmental issues. The ENGINEER will work with the PMT to continue to identify other regulatory criteria or requirements. 4.4. As part of final design,the ENGINEER will work with the PMT Compliance Team to update the list of permits and environmental clearances to be obtained as part of construction. This list(including a draft schedule for obtaining permits)will be included in the 60%design submittal,reviewed with the PMT Compliance Team, and the responsible party for each permit or environmental clearance will be determined. The ENGINEER will update the list(including schedule) and include it in the 95%design submittal. A copy of the list of permits(with the status of and responsible party for each permit) and a copy of all permits in hand will be included in the 95% specifications along with a copy of all permit applications to be obtained by the contractor. Unless otherwise determined by the PMT, any permits, mitigation plans, or similar 22 19 ill provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o TASK 5—BIDDING ASSISTANCE Objective: Provide assistance to the City, on an as requested basis, for assistance during the bidding process. Deliverables: As identified by the City during the bidding phase. Scope: 5.1. Transition Meeting: Attendance at a Transition meeting with the Program • Management Team and City Construction Management staff for the ENGINEER to provide Project design background information and specific design related issues information to the CM staff in preparation for the pre-bid meeting and the construction phase. 5.2. Pre-Bid Meeting: Attendance at Pre-bid meeting organized by the CITY. One person from the ENGINEER shall attend the pre-bid meeting. 5.3. Plan and Specification Clarifications. Provide clarifications to questions raised by potential bidders concerning the plans and specifications. 5.4. Prepare Addenda. Prepare addenda during bidding as required to address Contract Document clarifications. 5.5. Bid Evaluation. ENGINEER shall provide assistance in the evaluation of the bids, as requested. s. • 24 issue and the contractor is unable to submit the permit in a timely fashion. Effort to complete this task is not included with this scope. ii. USACE Nationwide 404 Permits and NDEQ 401 certifications or other USACE approvals. iii. State Historic Preservation Office (SHPO)Review(if 404 Permit is required). iv. City of Omaha Post Construction Stormwater Requirements. The ENGINEER will prepare a Post Construction Stormwater Management Plan including a Drainage Report. • • 23 a temporary environmental controls specification and a permitting specification. This may include appropriate modifications of technical specifications developed by the PMT to address environmental issues. The ENGINEER will work with the PMT to continue to identify other regulatory criteria or requirements. 4.4. As part of final design,the ENGINEER will work with the PMT Compliance Team to update the list of permits and environmental clearances to be obtained as part of construction. This list(including a draft schedule for obtaining permits)will be included in the 60%design submittal,reviewed with the PMT Compliance Team, and the responsible party for each permit or environmental clearance will be determined. The ENGINEER will update the list(including schedule) and include it in the 95%design submittal. A copy of the list of permits(with the status of and responsible party for each permit) and a copy of all permits in hand will be included in the 95% specifications along with a copy of all permit applications to be obtained by the contractor. Unless otherwise determined by the PMT, any permits, mitigation plans, or similar 22 19 ill provide example sequencing/phasing plan and detailed notes, if requested by the ENGINEER. Phasing and sequencing will also consider appropriate methods for sediment and erosion control in conformance with Stormwater Pollution Prevention Plans and required NPDES permitting. 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o TASK 6 -ADDITIONAL SERVICES Additional services shall be provided only if approved by the CITY. Scope, schedule and compensation will be negotiated for these items as necessary. These additional services may include, but shall not be limited to, Engineering During Construction and Construction Administration. Authorization to proceed, if the services are required, shall be in the form of an Amendment to this AGREEMENT specifying the work to be performed, schedule, and additional compensation. 6.1. Alternative alignment design scope and costs associated with an alignment through Miller Park to the Pershing Basin(Red Alignment) if a fatal flaw is discovered during the preliminary design of the preferred alignment along Redick Avenue. This may include additional field services including the following: topographic survey, CCTV inspections, manhole condition assessments, and geotechnical investigations. Scope and fee for design services to be negotiated as field services are conducted. 6.1.1 Topographic Survey. Perform a site survey in sufficient detail to prepare construction documents. The survey shall follow the proposed red alignment defined in conceptual design. Survey for the sewers within the neighborhood shall extend from the street centerline to the house. The survey of the route through undeveloped areas shall extend 50 feet on each side of the proposed centerline. The survey of the route through the golf course shall extend 150 feet on each side of the proposed centerline. Survey shall be performed in accordance with the Survey Standards. Survey field book and survey digital data shall be given to the CITY upon completion of final design. Features include edge of pavement, edge of gravel, culverts,pipes,boxes, structures, drives, fences, and utilities,trees and landscaping will be located in the improved areas. 6.1.2 Geotechnical investigations will include four(4)test borings located at critical locations and spaced at roughly 600 feet intervals as shown on the attached Figure. The boring locations will be adjusted based on equipment access, site conflicts, and utility clearance issues. Right of entry will be obtained and all. boring locations must be readily accessible. Perform test borings to obtain geologic information and samples of the soils, and laboratory tests to determine the relevant engineering properties of the various soil strata. Boring depths are intended to extend 10-feet below proposed invert level.to permit assessment of excavation stability and possible shoring. If trenchless installation techniques are anticipated,this investigation shall evaluate and provide design criteria/parameters for this construction. Geotechnical investigations shall be performed in accordance with the Geotechnical Investigation Procedure for Sewer Separation Projects. Project team shall provide the City with electronic files of all geotechnical boring locations (and identification numbers referenced in the geotechnical report) created while preparing the Geotechnical Investigation Report. Project team shall coordinate with the PMT to assure that minimum data attributes are provided with the electronic data. 25 16 pipe bedding, pavements, and other earth supported improvements. if trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o 6.1.3 A geotechnical report shall be prepared and will discuss the general soil and ground water conditions underlying the site;provide an estimate of the dewatering flow rate anticipated at various locations for use in preparing the dewatering permit;present the relevant engineering properties of the existing soils;provide excavation and earthwork recommendations including minimum setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. If trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 6.2. - Combined sewer separation design services scope and costs associated with separating storm and sanitary sewers at intersections of 25th Ave. and Bauman Ave. and 25th Ave and Newport Ave. This task includes additional field services including topographic survey, CCTV inspections, manhole condition assessments, and geotechnical investigations. 6.2.1 Topographic Survey. Perform a site survey in sufficient detail to prepare construction documents. The survey shall follow the proposed pipe routing defined in conceptual design. Survey for the sewers within the neighborhood shall extend from the street centerline to the house. Survey shall be performed in accordance with the Survey Standards. Survey field book and survey digital data shall be given to the CITY upon completion of final design. Features include edge of pavement, edge of gravel, culverts,pipes, boxes, structures, drives, fences, and utilities,trees and landscaping will be located in the improved areas. 6.2.2 Geotechnical investigations will include one (1)test boring located at a critical location as shown on the attached Figure. The boring location will be adjusted based on equipment access, site conflicts, and utility clearance issues. Right of entry will be obtained and the boring location must be readily accessible. Perform test boring to obtain geologic information and samples of the soils, and laboratory tests to determine the relevant engineering properties of the various soil strata. Boring depth is intended to extend 10-feet below proposed invert level to permit assessment of excavation stability and possible shoring. If trenchless installation techniques are anticipated,this investigation shall evaluate and provide design criteria/parameters for this construction. Geotechnical investigations shall be performed in accordance with the Geotechnical Investigation Procedure for Sewer Separation Projects. Project team shall provide the City with electronic files of all geotechnical boring locations (and identification numbers referenced in the geotechnical report)created while preparing the Geotechnical Investigation Report. Project team shall coordinate with the PMT to assure that minimum data attributes are provided with the electronic data. 6.2.3 A geotechnical report shall be prepared and will discuss the general soil and ground water conditions underlying the site;provide an estimate of the dewatering flow rate anticipated at various locations for use in preparing the dewatering permit;present the relevant engineering properties of the existing 26 s type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • soils;provide excavation and earthwork recommendations including minimum setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. If trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 6.2.4 Manhole Condition Assessment. Included in task 2.8 above. 6.2.5 Perform CCTV as necessary. Included in Task 2.9 above. 6.2.6 Intersection improvements. Intersection improvements may include incorporation of minimum 25-foot radii upgrades at intersections identified by the CITY along arterial and collector streets, and incorporating updated ADA curb ramps at all four corners at every intersection affected along the project alignment. Intersection and ramp improvements shall be in accordance with guidance the City will provide during final design. Prepare design details for non-standard curb ramp locations. It is anticipated that the impacts to 25th Avenue will result in the need to construct updated ADA curb ramps at all four corners at the intersections with Bauman Avenue and with Newport Avenue. This will also include reconstruction of the curb returns at these intersections. 6.2.7 Receive and Review Utility Drawings. Receive and review utility location maps as additional drawings become available including sanitary sewer mains and services; street lights;traffic signals; gas main and services; water main and services; underground and overhead electric; telephone facilities; cable TV; and fiber optic cable. Upon completion of topographic survey, revisit utility drawings previously received to identify any discrepancies. Consult utility to resolve discrepancies. 6.2.9 Roadway design. The ENGINEER shall perform complete roadway design for portions of streets where full width disturbance has occurred. Design will include geometric layout of curb lines, modification to storm sewer inlets, removal and construction tables, and a preliminary determination of construction limits. Impacts to 25th Avenue are anticipated to be limited to a trench cut in the middle of the street pavement. This trench will be filled with concrete, followed by a mill and overlay of the full street width. The roadway segment from the intersection with Redick Avenue through the intersection with Newport Avenue is anticipated to require mill and overlay. 6.2.10 Prepare.Plan/Profile and Other Sheets. Import the topographic survey and develop the plan/profile sheets. Some clean-up of survey data is generally necessary so that the plan sheets are not overly cluttered as per the CAD Standards. Import available utility drawings. Show proposed sewer improvements. 6.2.11 30%, 60%, 95%and Final Design Documents. Incorporate drawings and specifications associated with sewer separation, roadway and intersection improvements; incorporate City, PMT, and reviewer comments into the Design documentation as outlined in previous sections of the scope. 27 ite;provide an estimate of the dewatering flow rate anticipated at various locations for use in preparing the dewatering permit;present the relevant engineering properties of the existing 26 s type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • 6.3. Combined sewer separation design scope and costs associated with separating storm and sanitary sewers at the intersection of 28th Ave. and Redick Ave. This may include additional field services including the following:topographic survey, CCTV inspections, manhole condition assessments, and geotechnical investigations. 6.3.1 Topographic Survey. Perform a site survey in sufficient detail to prepare construction documents. The survey shall follow the proposed pipe routing defined in conceptual design. Survey for the sewers within the neighborhood shall extend from the street centerline to the house. The survey of the route through undeveloped areas shall extend 50 feet on each side of the proposed centerline. The survey of the route through the golf course shall extend 150 feet on each side of the proposed centerline. Survey shall be performed in accordance with the Survey Standards. Survey field book and survey digital data shall be given to the CITY upon completion of final design. Features include edge of pavement, edge of gravel, culverts,pipes,boxes, structures, drives, fences, and utilities,trees and landscaping will be located in the improved areas. 6.3.2 Geotechnical investigations will include one (1)test boring located at a critical location as shown on the attached Figure. The boring location will be adjusted based on equipment access, site conflicts, and utility clearance issues. Right of entry will be obtained and the boring location must be readily accessible. Perform test boring to obtain geologic information and samples of the soils, and laboratory tests to determine the relevant engineering properties of the various soil strata. Boring depth is intended to extend 10-feet below proposed invert level to permit assessment of excavation stability and possible shoring. If trenchless installation techniques are anticipated, this investigation shall evaluate and provide design criteria/parameters for this construction. Geotechnical investigations shall be performed in accordance with the Geotechnical Investigation Procedure for Sewer Separation Projects. Project team shall provide the City with electronic files of all geotechnical boring locations(and identification numbers referenced in the geotechnical report)created while preparing the Geotechnical Investigation Report. Project team shall coordinate with the PMT to assure that minimum data attributes are provided with the electronic data. 6.3.3 A geotechnical report shall be prepared and will discuss the general soil and ground water conditions underlying the site; provide an estimate of the dewatering flow rate anticipated at various locations for use in preparing the dewatering permit; present the relevant engineering properties of the existing soils; provide excavation and earthwork recommendations including minimum setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. If trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 6.3.4 Manhole Condition Assessment. Included in task 2.8 above. 28 nt engineering properties of the existing 26 s type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o 6.3.5 Perform CCTV as necessary. Included in Task 2.9 above. 6.3.6 Receive and Review Utility Drawings. Receive and review utility location maps as additional drawings become available including sanitary sewer mains and services; street lights;traffic signals; gas main and services; water main and services; underground and overhead electric;telephone facilities; cable TV; and fiber optic cable. Upon completion of topographic survey, revisit utility drawings previously received to identify any discrepancies. Consult utility to resolve discrepancies. 6.3.7 It is assumed that any stormwater improvements would be located behind the curb and no intersection improvements would be needed. 6.3.8 It is assumed that any stormwater improvements would be located behind the curb and no roadway design would be needed. 6.3.9 Prepare Plan/Profile and Other Sheets. Import the topographic survey and develop the plan/profile sheets. Some clean-up of survey data is generally necessary so that the plan sheets are not overly cluttered as per the CAD Standards. Import available utility drawings. Show proposed sewer improvements. 6.3.10 30%, 60%, 95%and Final Design Documents. Incorporate drawings and specifications associated with sewer separation, roadway and intersection improvements, incorporate City, PMT, and reviewer comments into the Design documentation as outlined in previous sections of the scope. 6.4. Geotechnical Baseline Report. If required for trenchless construction, a geotechnical baseline report(GBR) shall be included in the 95%and Final design documents. The purpose of the GBR is to describe the geotechnical conditions anticipated by the ENGINEER and to establish a contractual baseline for site conditions. The GBR will provide contractors with a consistent interpretation to base their bid preparation. The GBR will be part of the Contract Documents and is considered an essential risk management tool directed at reducing the potential for costly disputes and litigation over alleged differing site conditions. 6.5. Migratory Bird Treaty Act(MBTA) Survey: Prior to completion of 95%design, ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of the Project. The provisions of the MBTA are applicable to construction activities (clearing and grubbing,tree removal, etc.)that may result in the taking of migratory birds, eggs, or young and including active nests. The MBTA is applicable year round, but most migratory bird nesting activities occur between April 1 and July 15. 6.5.1 Time period to conduct field surveys shall be towards the end of the aforementioned nesting period (June 15th to July 15th) 6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level of bird activity. 6.5.3 Individual trees designated for clearing will be inspected individually. 29 adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. If trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 6.3.4 Manhole Condition Assessment. Included in task 2.8 above. 28 nt engineering properties of the existing 26 s type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o 6.5.4 Groups of trees less than 0.25 acre are inspected individually. 6.5.5 Groups of trees greater than 0.25 acre or 10 yards wide will be inspected by walking parallel transects. 6.5.6 Brush/shrub areas are surveyed by looking at the brush from all sides. 6.5.7 If applicable, culverts and bridges will be visually inspected for the presence of nests. 6.5.8 Reporting i. Provide verbal results of MBTA surveys to the CITY within twenty-four hours of survey and a written report of MBTA surveys within one week from completion of MBTA survey. ii. Provide photographic documentation of survey area and GPS locations of any tree/shrub areas observed to be providing nesting habitat. Project team shall coordinate with the PMT to assure that minimum data attributes are provided with the electronic data. iii. Report to contain, surveyor name, date and time of survey,project location, field observations and results, weather conditions, bird species observed, location, number and species of active bird nests observed within the construction area, and recommended actions. iv. Coordinate with the PMT/City for the distribution of the documents to the review agencies,permitting agencies, and CITY departments for review and comment. ENGINEER will assist PMT with responses to comments received by reviewing agencies. Revise report to incorporate review comments. SCHEDULE A critical CSO Program milestone for this project is start of Final Design by December 31, 2011. ENGINEER agrees to start final design by March 15, 2012 and complete by August 31, 2012,the necessary final design services listed in this Exhibit, and includes bid ready plans and specifications and permit applications. Bid Phase services shall be coordinated with the CITY during the bid phase. Services beyond the final design phase and bid phase, if included by amendment, shall be completed as necessary in context to the actual construction timing. The CITY recognizes that completion of the design work listed in this Exhibit within this deadline is contingent upon timely response from utilities and CITY or their authorized representatives. 30 tion of 95%design, ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of the Project. The provisions of the MBTA are applicable to construction activities (clearing and grubbing,tree removal, etc.)that may result in the taking of migratory birds, eggs, or young and including active nests. The MBTA is applicable year round, but most migratory bird nesting activities occur between April 1 and July 15. 6.5.1 Time period to conduct field surveys shall be towards the end of the aforementioned nesting period (June 15th to July 15th) 6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level of bird activity. 6.5.3 Individual trees designated for clearing will be inspected individually. 29 adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. If trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 6.3.4 Manhole Condition Assessment. Included in task 2.8 above. 28 nt engineering properties of the existing 26 s type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o EXHIBIT "C" BREAKDOWN OF COSTS 31 d during Quality Control check, sign and seal revised plans and specifications. Provide one original set for CITY use in printing bid sets. 3.40. Document Submittal. Submit copies of all survey field books, CADD drawings in electronic format, final drainage files/models, GIS files, and specifications in Microsoft Word format. 21 O O� O p O 0 ° n .-I.Un J O .i s i q k l Penalties: $0.00 Total Payments: $0.00 . • Contractor: • Phone#: Fax#: Email address: Page 1 of 12, 10/5/2011 1:47:21 PM, Bid Tabulation, Generated by:admin for project OPW 51289 ity rk //4/� Approved % //� Mayor T.M: a € sr x§l§ § ASS § » SRr gp n Sp s& « V» os„„ os oS os m . oR os P PS . . Lo RS oS g. m S& m —— m . 23 -- oq m .m Rq N n. 8» S -------- os os r a— .. ___ .$ .n r.m. n RS`—. m giro $ - a f» pa`o x gu « «» « »»»Z^ »«« « « »»��» » « » « »� dr0 -- ES-.9ea- ,X.^'.53,«Se« »_ Ex.1ss« , »eaeVgE:24:2.1g3 m _ _ _ y< FO x • -- » -S» bSSR»'R's S SoR.YSn i E.n ^EURE ^ aaoR:SS xa RA«»„n »»«l« «rat r wM«ma» dM S - . -was.:.:--- S t-3..; » K i I QW Yz n W Z O u u £ U o a E O 8 F u c " p E c 8 i c s s F 68 i '' i ! .7 ill" f t I i £= ; 3.b x m u :n` it ow €E S SE el 1 € i d! z 1 0 En ; s c e " mzivaSEif ; 2,L a aE g s i2o m o t c gm $ fNa5'w vs5 u p 1 :E o »EaS< Si ili} 8gr Va u s "f •+$ tiiag - hip $ El anEmx: ,8 y"gin! paWoF F o -filO G iu:"i n rc a-iiiil- c Y S' -yiggC I thing £o Uau.um dmr ao_zwa8auo dduo8C. rc rc� .Je''>j>j:m 4 4 F ;12444444 r .Jrl.irlr7. 44.4.J44. F m4m44«d p lm«»»mom l be completed as necessary in context to the actual construction timing. The CITY recognizes that completion of the design work listed in this Exhibit within this deadline is contingent upon timely response from utilities and CITY or their authorized representatives. 30 tion of 95%design, ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of the Project. The provisions of the MBTA are applicable to construction activities (clearing and grubbing,tree removal, etc.)that may result in the taking of migratory birds, eggs, or young and including active nests. The MBTA is applicable year round, but most migratory bird nesting activities occur between April 1 and July 15. 6.5.1 Time period to conduct field surveys shall be towards the end of the aforementioned nesting period (June 15th to July 15th) 6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level of bird activity. 6.5.3 Individual trees designated for clearing will be inspected individually. 29 adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. If trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 6.3.4 Manhole Condition Assessment. Included in task 2.8 above. 28 nt engineering properties of the existing 26 s type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o • • s E E EEEEE E E �s� E PEE s 8 E E » E . .g - °s g g, sg . .g « , »g ry A . Rg S . ag _ m rs "s 1 • -„» os o « og o$ o$ N S E a » a « — n EE"2 sREa -IFFF»4ER _ FEEEEEFFxe_00 REEF $ 2222222 E .1:8« ..«,»$- �Z_-_»a E s4«V-Rs«"4AASA °, s9a» R """A 3 22.122222222R222222MiE R EEFFFEIEFFEF F REEF $ FEEFEF • ap p ita E D : E ^ € m m ¢5 w 5 q If ii. E € s s€l 1 I 1 i i € g au 1 c - Ili K i gS A Elg i i rPEYio0 u f D ..° 'w�r o „ 6°3 °uu «. ^� us„ n yy u ounce i li E o i� o °'¢zfFo opal' m'd' Sz=` oE� ot u E72.p z 8 b« cs�z ".y°EL E4Ig"s^Asv S 02.e"ES-=)°"9a g g �p W D? g 5 E m .u L c` a E i8 c °a 7 w g i iliE E 8 a E E a d` m ,1W O !HIil c G«EWEFFu EEEI it o W0 ;u,.m Sl- Erc : ' 7,$gE x° is sa waE ' ' = - a ¢C6a«gym .Y_ nt» - -- Y Niy.10.. 11 rian 2 -Y 4444 F. a aE g s i2o m o t c gm $ fNa5'w vs5 u p 1 :E o »EaS< Si ili} 8gr Va u s "f •+$ tiiag - hip $ El anEmx: ,8 y"gin! paWoF F o -filO G iu:"i n rc a-iiiil- c Y S' -yiggC I thing £o Uau.um dmr ao_zwa8auo dduo8C. rc rc� .Je''>j>j:m 4 4 F ;12444444 r .Jrl.irlr7. 44.4.J44. F m4m44«d p lm«»»mom l be completed as necessary in context to the actual construction timing. The CITY recognizes that completion of the design work listed in this Exhibit within this deadline is contingent upon timely response from utilities and CITY or their authorized representatives. 30 tion of 95%design, ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of the Project. The provisions of the MBTA are applicable to construction activities (clearing and grubbing,tree removal, etc.)that may result in the taking of migratory birds, eggs, or young and including active nests. The MBTA is applicable year round, but most migratory bird nesting activities occur between April 1 and July 15. 6.5.1 Time period to conduct field surveys shall be towards the end of the aforementioned nesting period (June 15th to July 15th) 6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level of bird activity. 6.5.3 Individual trees designated for clearing will be inspected individually. 29 adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. If trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 6.3.4 Manhole Condition Assessment. Included in task 2.8 above. 28 nt engineering properties of the existing 26 s type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o 388 .m r R§ r< os • 5 off----m� -- ------ » as n-m$---a---------------- a • *ASV V ear F. anasV..i-a rc . W4r E € iJz a e i n «S S wo_ m S ez is r 2EE tga S8 c a"�' " a � E ��i�3�" AE Iva `i o is Higai ti�� J O .i s i q k l Penalties: $0.00 Total Payments: $0.00 . • Contractor: • Phone#: Fax#: Email address: Page 1 of 12, 10/5/2011 1:47:21 PM, Bid Tabulation, Generated by:admin for project OPW 51289 ity rk //4/� Approved % //� Mayor T.M: , i I 1 • • , * '•.1 1 I 1% N • I I . If. . . i ° I . - - I i ril i4 . . ... . . .. I .... i 1 , I — - • , j 1 I h a 11 8 ; II _ - - : . . I I el-ol 1,1 . k 1 6_ •A. . . .5 • I. .. :g AI 3 3 I I ! ia [I x I I _ _—______ ____ . 1 !-1.!•!.g g 666-- .,; _ • 1 -.....-_-_„-n,..... , ---F M„ „r•451;i1ii.- !!!!!.V!VVF: "VvEW 'WPW."115°:FA!.!"g.., !i4.!•!."'”, gggU,!„,„ . i M•Mg.!MgaMiliiii'iiiiiiiilniOMPaHhnWri•thiRkIHrtgFilaniatNitEROPWanliiiPiiWi! ' '"Iniiii"fi"MiFinliniffiiiiiiiirilifiq"M"111nilii412!MPI44VP4411.!!4!•!Wfli -0".1 .-14EE'!5!IFElitiiiiiii!""EillEtlif!EH!EMEE:!EVIEMMIEHIPHEEMPEMUUM!"!"kllifilif 11;MtEillM I ii q i i i 11 _ i tAl i 1 , • ..14 NI h i 4 11 lit i lit 1 : 81 l'"1111111 IN It 411 !/""11 I i iii li Iiiiii ii,1 !;1E-lAg il Plitithiploilirli mo; i A4 p ,1_1i 11111Plikin0ifilAillS1101"ji.11 li 4011Elt.i.VVir0741101.*Iii131Pillti'= 1112ilailti q1d15! , ' 41316141111/01"114141111145111108 3"talifiiiiliIMAJIIPAi 1111S3TWODIIii'ii1111141111F-Ctrhi 1 , g1111111 ' - ”Iiihi IfIllifAiWila1111111APA“NA000111111A44f0aW004k10 ! § n;.; i ; « ' t:'t'',.tf, F,:i ',-'c”. FO,:'' '”MF,,n!:'' .PAW,W,i A ern rIprimppmn6_77771m mr7mompm 71171_1,1 rinmTuipm prIrmnpnmrnpmnpFmnpil ___,• .1.,J1 ti - v.!;, ,r-w Tw 2 -1,-4H,H*,:-..PeN;66416,...444g*...,4714.451....024S44.4....4L.64-H-4,44 30 tion of 95%design, ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of the Project. The provisions of the MBTA are applicable to construction activities (clearing and grubbing,tree removal, etc.)that may result in the taking of migratory birds, eggs, or young and including active nests. The MBTA is applicable year round, but most migratory bird nesting activities occur between April 1 and July 15. 6.5.1 Time period to conduct field surveys shall be towards the end of the aforementioned nesting period (June 15th to July 15th) 6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level of bird activity. 6.5.3 Individual trees designated for clearing will be inspected individually. 29 adjacent structures; evaluate feasibility of pipe boring/tunneling, if required; and recommend design criteria and parameters for pipe bedding, pavements, and other earth supported improvements. If trenchless installation techniques are anticipated,this report shall provide design criteria/parameters for this type of construction. 6.3.4 Manhole Condition Assessment. Included in task 2.8 above. 28 nt engineering properties of the existing 26 s type of construction. 2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition Assessment manhole inventories, condition assessments and connectivity determination within the project area, as required, per the Manhole and Lamping 10 ADJUSTED CALENDAR DAYS 53 PERCENT OF CALENDAR DAYS USED TO DATE 50.94% NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26 MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28 TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26 AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00 r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00 Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date (Contractor) / Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/ __ (Project Manager) Approved A --� ✓ - Date /O1f q slop Engineer) t)t J Approved .- ZI -rt.) Date iC�' 71'( / ( Ity Engineer) /D Approved100 411P r �`., _���/ DateL �/� (Public Works Director) 01111611% , 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........••••••••• ..J ••- • • . .,. . ... ....• - ... ..: .... .,.., • . •.....• . ..,,. ._....-. • , ..... ,... ...... ........ ..- t.:'.0...:0.:::9:Is.: 0 ::i.m • '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0 . • " .... . ../ k-. . _ t..... . ..... ',...-.. .• •.. . .. .....• •••• .. ............. - , ....-• •-•-• .. .. ;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i :a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;, ...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.; ,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71...... '••”,.,',j).,,•••- (.0) .1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..: .''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g • 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,, -0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f .,....,... ..... ,._. .., u.... ....: .,,,,, ,:. 4..... ..,... •........ ..: •....•..., . ._ . • ... ... .. ...... .... . Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN . O H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 ,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o A R1 O° lic— f 1 i. 1 3 e 1 III I �II.i 1U _ _ JFy 1"1 a 1 A I s 1, I I g F. I 0 11 6 fr s7r� $ kA 11 i. x s % pass C F. B.a B m S & 8 $ M—:.',4:;,' 4%89: B888aB.«. 884BG888 %8B8:1444BBDBPBat4 0 OR8G8%S2B244:4 Sesac �eT $$55t B _8 P E$;•ii�Fissiissss55 SS� 44$'s` ii 0ai 55 i ' §E€"i S•ia5 _ 5� � SSi. � aSS£S'rS�"c c �c'-E5� �5 $yB_ c_' SS S S R�S,SSfiS '53� '�a�a�i �iSSSS � S S £Se 5th'fiaiiiggii,/i z'.WHP•l". :yszKi.ji,se";.s" -JO .. e4 $ sas:e¢ "1e g1 ;ss"e E 4in llW02; . 6e.6."igisiiiiiil?Fezaaaisigiis .6e 1flispiiFPiPk€ggMsSnMiNiiii'PssiiiIafasE si,iirsssiiliiEsi li " MI ¥ s 11§ $ 11111111 iliiiiiiii ¥f 11 /M""!041J 444/ eeleelWI.€ sl el l"1 s"'y .. 12= I I -E SSSSSSSSE % E8fESE%EM M " ° MEHaEa`aI. ees _ sa ^ EoF 88 5 R_%_:C Will - ReIsx f RRR «% - ^Ao ASe^ .R.e..es.o«« oo e «« orB. 1 Ai [g EE a 5l ; f f 44 {Eq t e t. s6 i oe� Wilt eth i ); 3 6 ik ! iF i # i 4•Ittiltt Otte s1 eili ilo sif 1 1 ail !Ii � � 1;51=41 I't'iNilli�i. E�1 E= ] 1 g �; s�g' ' ;f l;i¢ ;! Og A €E 3ig �q Oqi fie $ lli 4•d o`Llilliis A ill'31,- az� llEg s 'OP E I !I !U! i ,ipll1 a a .� �� =. l i,�Q fW A �P q10 .l4E �; ,!! , E. 0,-rficla ;t , l 8 -: <4�s� aa5� € a : ff. € SELL _ 6EleE. € 5,,i ngRNn% _ aR:p.„.'.RRRP.dn!i „%8'g.,RR9y. A 01 .«. i I nnnnnnnnnnn<nnnnnnnn< ^ ^.^. « nn „.,_m_ - --r„_ r s nmm�n nnnnnnnnn nlIn nnnnOnnn mnnn n nnnnn nlInrr+gin II I IIs r r 'j�'` ( 6 r�3 7 a ,�. . 1... .1.�'._e_RI«p..,'�IR +zpla�'� S,1wFA4::7f3y .BQ�ILt,r Cialq BG R:F1 2�1a:^zT03 '4�,'Fe�l r. �t zF'�E��t^�I�.�'oS&��i%6e�1 I'o 88dp 86o8 17, .o I ( e' I 1 1I 1 III 1 I I I i •I f • 1 If . Ri g.a 1 I I 1 i t q i 1$ice.. ... - .i zl1 L t ng C1 R 8 ,ffig[ ..1 s _ b 1 . , i 4 4-- . li i E I 1 li I II ._ [1 "a $ I m Hn 9 •� � AAF 4 1 ngaggilMiil litifm mii ll Mg$_$.$8W. Qem I I. x : ... Ia e r_r• ,a*gi p-x ga • • • '; . ~+ _c i ' 3 4y �M - V O •. a,0 + r - 1 x 7 " kik- :i- '- .1::I' 1''Cr,,,-' ,8.14i 7 1.4.-',,,-illiirimini. .';ilit____:,ima---ri7,4. . ..' � ,. ., "41� F ' i' it ;• ' -d�. #i - "-�•M°��' � r, . • • � I '� �'� � Gc3il■'"a � 1 F�•yn+� • _ 4' � .. �D t.•i'._ 4 •n i• N- t',� , Ews.F'r .. .,h 4 �� • f • LL it • . ,. ,. g`,r�y ,i.Ff,I t • 1 i • I'41 it , . r ar,,,i.•r k _ ?f R!� _ - • :� .i'. \Q. -v.T r:x ""(t`fit`•, a • ,' ,„ • III Lam! Tg •_ • ' 4r. lb- . i 'i t(. ', rktiret m ' ,•.•''''' -, * '''''','. , . "lit. . tik,- .../.',4 .........'w" : 1riC9 F ! �'� v ' tea. _ IE} • R- • J .1r. �At!% j41 7y E' fib, t'.fs'''''''. Jt.:-. 'a •• '''f_ttgl:. til,=-.. -'1' 44- ,,,, • '''",.'0 .8,..,' -,,Itt‘—' ,.1,it ' \ •. g il 1`f.'git.1 le 0_ -ThAk 4, . -..4‘,, \ -........, r.nil-, .4— -t 1 ipg.itli , ' A I - -' -. '----- - illii ' ' iill- -' '• 11 ,A v.,,,i', . :1..4- „ i ,.. -T,-4 - •••' • A • ,NF. ,- ,,-.,, , - . ...At..., ,, ,,.. ..1,,... 0i--N,, .la.‘.iO,-'ili.ik'i':t - 1 !! t, (tire , I' ; =.sl 0''y')ll:../, 4 10, • ti ># T ,:cd I , . 7. j' 1 N,I 7_ •rt, ,0 ,. ,, 4 .4e i„. , ,..., z .. < 7= . q � X # co co may, • 1 ,4.4,z A 'i+ Ncrsql N' in i+ 1 ''` - 11:1 ro SO co ' ' ' . L Q 1 0 0 0 0 0 ' J` f��..� A.:,.. �,]y�t�\ �,`,�a -' • -«R. '`•-_-►'� •-•• �_ " .r.'rJ�vi ,moo • I�i ....14 :it 17A. p „-- -.„. ..., .ny j( _ i..'"'-- .,tea.1.('.t I 'f �' I�t `;�` 1 I I I i •I f . ?FAS! ilitw7„-------- - I - bo \l,,,cr - ii ' ItAjJ, riiiiiiii k f .4 - 4.it . V,‘,4,0. 1t " 0 _ _ ,....., „.„.4-- o....,,,,__.„ , ,.,16,, it -"Iv „,, , _ - _ , .d. „..=,..- - primpa—T. Viz', i • - .tt ,. � +� in 44 - 4r.. a 'IV-' � �F iUJr .. ., V - s ,- a ,r r .r .. I , r. ,- , — , � ..„,t w is r". tg `4Ti F•ez , y ' >. . dr., AK ' ilk - 1 1 ' 6 ' to.i,-,-, ,--..r. ,e0.- _,.61‘ -, - , -„:12111(, .6 te , i. Ititi, \ G., „,.„..,.. _ ....L. __ ...__„_. _____:._____.•,,,..,. kli ,1, L„ .,.. ,. .t , , .,........1„ ______ _______=,__ _ _.,. _ ,_ ,Th_ .....,........,......._._,„,, .: : .--. .o.,,,x_ ......4,,,,i_ ....___„...v.„:„. .„„1--- --_-- 3,-iiiiii----_ ... _ _ -.--v;„-_---=—i,,,..r.,=w-----:----.r: __._,._71, F",p. ../111.1---IgliaNiril.P.I . , -,----,. CPS" . *Ile_ , It 1..-.- 11111.1 ,t p,es6n ,1.� ._ •, * y• . - - '+ '*yam �o_- 1:.,reff. J ;` iQP1 �rA j F r '4. .... .s 1 4 i q 7,,,, . 11 ..„,„1, 0.0 .4„, ., .4 14 . N.L,, lir . ILt . .121"Higie ii I ''','01. '' ' r . '' . Ir .0: to* fh! --.1„_ \- lo iv- it.----se.,' 41, . -:._i'v---.1 . •al, I te ,,, . -4,. 1,, Or ..., : ,pi 1171— ' 4 li akimmIV a JrY es,,t, Air 0A 3 : \w, t" .. eN-4 AA • i ,', , _ , , „ex-4 ,, , it ,..1 0,,c, V'... _1 r!'. nl- I ,'r. �.4 K. '' t .. 1, -RY. -. it TAR► Y t :+.t; t �n �� f`"-..1e�. �+. y ti ! fit^-,-.4{ a R ` may Lt j "wrTr�.41 i,! --- V ti - .11 . - � " �"." .. ' ! to s ` IR' I fr„ y 4 . _d F' { y L�, kl. '.." M .fit * ,'" I t ii: 1. �tt 1 _ . iI immix A,k �'i+ " ., '- ' ',tee w 19 i i I p' II. '�' f • e, ,..e J ii in .424 1� itX .1;4 y.,�- l ,• tip I �y .' , I; u. o • — r-—; — q r i ' e 1 '1 S i• i..-- • pi„ y.•. �. 4 a. ,�� ri I, St rs�W �# y. �.•m �i�i_ - am`" TR k , }c,`;' t ' -Vit ntl: 4,3yv q7 ''i 6i. L I 14 f ,; . -, ' G E,. ,. .sue _ ; #. ' ixYl+� ' i ---..).$ #2.-0.0v, v '--42- 0. , .f....t'S'.., )1,:l ill 4,iL-1 l' . f, -Pi .'n!'—i',71.44::i..,t . ''- ',..., , e„„,.. t IL- 'yt- •r' IRe 1 I ... 13111 At i " '1f10/!1** `*.: . ' 11.: 14 PIT I - 4.A.4411k:I'S. '''''' '''"r:6, '--- . .,•::i and"yx�z ! .,. .--• Iv , ; - vr 41 0 ' ,,� �r .l • . ' . ' . 3k d ib i----_ ... _ _ -.--v;„-_---=—i,,,..r.,=w-----:----.r: __._,._71, F",p. ../111.1---IgliaNiril.P.I . , -,----,. CPS" . *Ile_ , It 1..-.- 11111.1 ,t p,es6n ,1.� ._ •, * y• . - - '+ '*yam �o_- 1:.,reff. J ;` iQP1 �rA j F r '4. .... .s 1 4 i q 7,,,, . 11 ..„,„1, 0.0 .4„, ., .4 14 . N.L,, lir . ILt . .121"Higie ii I ''','01. '' ' r . '' . Ir .0: to* fh! --.1„_ \- lo iv- it.----se.,' 41, . -:._i'v---.1 . •al, I te ,,, . -4,. 1,, Or ..., : ,pi 1171— ' 4 li akimmIV a JrY es,,t, Air 0A 3 : \w, t" .. eN-4 AA • i ,', , _ , , „ex-4 ,, , it ,..1 0,,c, V'... _1 r!'. nl- I ,'r. �.4 K. '' t .. 1, -RY. -. it TAR► Y t :+.t; t �n �� f`"-..1e�. �+. y ti ! fit^-,-.4{ a R ` may Lt j "wrTr�.41 i,! --- V ti - .11 . - � " �"." .. ' ! to s ` IR' I fr„ y 4 . _d F' { y L�, kl. '.." M .fit * ,'" I t ii: 1. �tt 1 _ . iI immix A,k �'i+ " ., '- ' ',tee w 19 i i I p' II. '�' 11 . it I :i4i, ""• ,i,{ , x,`.'j ,.� _ - . rin„.. ,,, y,' ', `x fir: 3 --1 �.{ �}, t iw _...� '� � '' 1� ii ', ►•47 i ce; fi Tel ' .. x ,. .'.- ♦ i1 i • .. '7, a te ` t alliqi , k .��p',; 111 ¢gip :' }f •�. 4, ii c.,a, , . .. 4a. r 1 .'f .tsra-`lilt �t":+ 4 ,.:.:,ASS--- .'y."?-•- 1 , f raw , ,, t ;t!d .tq x 5 M1 N**. ,- {Y. o q'. M „st•war. R 1 s:'}���..�5w. .*" C am -rt 1-. I ♦ .:,_ .7.0, 1 .A.0: 6 rg• r rr� It° le 3. .,,. ,,, t •.% _%r . , 0,-.. ' ' s, rye.i a 1e y ,-sc tr .�� 'IRA"If*-*:"...-:Pk.: r•�� r G _ m N.\ a• •-"*7 --"i*:. - t, ..i.r3. 1,...... ::,..,...1....... ,---1:2-2a- ,.,. , 'c-k:re.1.,..11 5 -.;:- -: tsit '1'tf **, � � c '41E5— i . i- 44 ''... ,!;-tnti-Villip, ,k, . ,i, • jqiiih.' -,. mi. vi r, + ..`t,'T"' In +' ��" T `` - "'x 0i f -,til`•: 4 i ili? , �_ Lr L;i � '.!'rah i G ��"�'#�� t ag i .,pit 1-1' 9 fi11.'row .� 4!go �, rib,. r fi,: i_.�\�� -- �'. .� 'i r r f'" "L Y • i,41^ '{ 0- % 1 ,r . - ,� ,,,,, . -:._i'v---.1 . •al, I te ,,, . -4,. 1,, Or ..., : ,pi 1171— ' 4 li akimmIV a JrY es,,t, Air 0A 3 : \w, t" .. eN-4 AA • i ,', , _ , , „ex-4 ,, , it ,..1 0,,c, V'... _1 r!'. nl- I ,'r. �.4 K. '' t .. 1, -RY. -. it TAR► Y t :+.t; t �n �� f`"-..1e�. �+. y ti ! fit^-,-.4{ a R ` may Lt j "wrTr�.41 i,! --- V ti - .11 . - � " �"." .. ' ! to s ` IR' I fr„ y 4 . _d F' { y L�, kl. '.." M .fit * ,'" I t ii: 1. �tt 1 _ . iI immix A,k �'i+ " ., '- ' ',tee w 19 i i I p' II. '�' C-25A CITY OF OMAHA LEGISLATIVE CHAMBER Omaha,Nebraska RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: -s: . ;' WHEREAS, an Engineering Services Agreement with Carollo Engineers, Inc. to pro"vide professional study phase services for the Miller Park to Pershing Detention Pond-Coneyance • Sewer, known as project OPW 51941 was approved by Council Resolution No. 169 bn February 15, 2011; and WHEREAS, additional services are required for the preliminary design, final design and bidding phases of this project; and, WHEREAS,Carollo Engineers, Inc. has agreed to perform the additional services needed as detailed in the attached Amendment No. 1 to the Agreement, which by this reference is made a part hereof, for an additional fee not exceed $680,881 to be paid from Sewer Revenue Improvement Fund 21124, CSO Implementation Organization 116918; Sewer Revenue Bonds will be issued to finance this project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: THAT, as recommended by the Mayor, Amendment No. 1 to the Engineering Agreement with Carollo Engineers, Inc. for the provision of preliminary design, final design and bid phase services for the Miller Park to Pershing Detention Pond Conveyance Sewer, known as project OPW 51941, is hereby approved. BE IT FURTHER RESOLVED: THAT, the Finance Department is authorized to pay the additional fee not to exceed $680,881 for these engineering services from the Sewer Revenue Improvement Fund 21124, CSO Implementation Organization 116918, Sewer Revenue Bonds will be issued to finance this project. 1291 htp APPROVED AS TO FORM: ,dA. _.. -(t/r tV2ITY ATTORNEY DATE B -' „ it ncilmember Adopted (N� -I I-2011 , . -0 �i ya) ' J•....�,��. O.2104---" c Ci Clerk dAk Approved --- ...._ I._/0 — Mayor it TAR► Y t :+.t; t �n �� f`"-..1e�. �+. y ti ! fit^-,-.4{ a R ` may Lt j "wrTr�.41 i,! --- V ti - .11 . - � " �"." .. ' ! to s ` IR' I fr„ y 4 . _d F' { y L�, kl. '.." M .fit * ,'" I t ii: 1. �tt 1 _ . iI immix A,k �'i+ " ., '- ' ',tee w 19 i i I p' II. '�' fn., 0 CD cn 0" g ,_T. E-. 0 5.• - ,..< z n)-, ,6 ;:. . a c..., 0 -. C_ • 't N CDN (,).• ' Qo ¢,�. Cyy CDS I o N � a, o co 'N _ ,,. op O r-r .-r ° 1,, CD 'rs' CD :, 'C b CcD ° f ' bQ O C5 CO O D1 N CD ~ ��" `' O p..N n V 5 O •N 00 O0 p„ r1 0 O . c-� CDC c a. E �� 4 02 CD E hCDo COi ° o. O CD D • CD CD I-I - , (IQ t 611t. ,a*gi p-x ga