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CxG�l�.I�IC'1�°E� �'�)N`�"[�C�CJC:'I'IC�1� ����e �.N�� 'C'� C� � 1,�1���, ����NS"l'C�11��'C'l�)N �`C�VIC�/�.N�, h.i�Ca "C'l [l: "1'�;�G/�.`� 1�I:',I���i°I'1��:��,I, �}I,, ,C'T��.1��[���I��I��.'N"C���; �.l l"C°b ��)��C%Cl�f�y '�'111; N;3Ck'k:�Jll:�4"I'l1[��:; ()�� k�111�57� `�"��f�����I°��I�,, �,NC� ��C�6;)�[��CC��; �N C;1�'G�'Ca;��r[°@�V; i��!"[`i�:. �/1-IE?I�E�S, the Intc;cst�te �-Iigflway 35 [�ast wid�iling pr�a,a�ct (thc; "Pr•aject"} involves at�d {lows througlt the Cit�y of I7entan, Tcxas (`�City"}; the €'rajcc;t e��taifs, amar�g ather things, the refoc�tion o('watcr utility facilities and infrastructure owned and operated by tf�e C'ity; and �1(-IE;i�EAS, p�u°suant to a�`Coi�npcchcnsive D�velopmcnt Agree,me��t'� ("`CI��"} whi�;l1 has bee;n previousfy e:ntc�re;d into by and bctwe.e;n ihe; "C'e,�cas Ue:partme;nt of "f'ransportation ("1'xI�O"1'") and the D�veloper; ti�e Devefoper llas ui�d�rtaf<ei� tl�e obfigation to ciesign, co��struct, anci poientialfy maintain thc Pi°ajcct, which inc;fudcs the refocatian, or other neccssary adj�rstment of existing litilities faciliiies a��d infirastr°uctul•e that are impac4�d by tl�e Pi°oj�ct; ai�d WFII;C�I;A�, by the Pcc�jcct Utility ndjustment /\g�°ec;mc;nC ("PU�n"} pecviously ent�rc�d into by and bctween thc City and tl�e Devcfapc�r, and approved by "1�xD0`I', sucl� a�;re;cm�;ni pr�7vides fac thc ad,jl�sti11ci1t aCc;er°tair� wclte�° rtild wastewatc:i° L�ti(itics c�wne;d and operat�d by thc City; ar�d VVE-IL;RE�A�, it has bec.ame; ne;ccssary to madily thc PU�/1 cntercd inta ot� Marcl� 3, 20(5, to f°L�t•thec add to or adjusi the C'ity's watcr a[Zd w�stewater i�acifitie;s ai�ci Ei�fi°astructure, na�x��(y cclocations ol' water ancl wastcwatcr° [�aciliiics bein�; ii7staffed at varying af'('sets withitl TxDOTS's �°igflt of way (ft()VV} witl�in th� II-I351-: Mlanaged I,anes Pr�ject between Post Oal< [�a�id clild U.S. Elighway 380, arld the: City and C7eve,lopc:c wilf ci7tcr itlta a E�lfllty /�CiILIS1fTl�llt �gr�emc;nt /lincndment NU. 002 ("`/Otl"lGf1CIIT1�11L No. 002 tc� PU/\A"), which wifl cover ad.justments not c;nvc:r•ed ur�d�r the c)rigin�tf PU��, to provid� f�}i° tl�e terms and conditions wl�ich arc cequir°ed by s�tch �mencimci�t to C'U��; and WI-[F?Ii[:���, it has bccoi��� desirablc for• the Devefoper to ccqu�st an car-fy r�leas�; f-or c�onstrlEC;tion af'the facilities to bc If1C�LICICC� i�� Utifity Adjustmcnt /�gee,e,tnei�t �inendme��t N�. 0002 Crom "I'�DC7"I` ii1 oi°dcr to (aci(itatc thc time.ly co�lstructiool o!` thc II-f35E; Mai�ag�d Lanes Pr•aject, sucl� release to bc grar�i�d ii1 advance ��f` the actuaf executioi7 of� Utility �idj��stment �gr�ei��eni �incndmcnt 1��0. 0002 at tf�e sale risl< �f�tl�c [7ev�,f«per ai�d witl�out the distu�°bai�cc oi��ny cxisting City �f`[�ci�t�i� watcr aild wastcw�tc�• utifity lincs; ai�ci WHEREAS, the City Council finds that this ordinance is in the public interest and accordingly; NOW THF,RL-;FOR THE COUNCIL OF TI-IE CITY OF DENTON HEREBY ORDnINS: S�C' TION ,l . The recitations contained in the Preamble to this ordinance are hereby incorporated by reference into this Ordinance. S�CTION 2. The City Manager, or his designee is hereby authorized to execute the "Early Release for Construction" pacl<age for Utility Adjustment Agreement Amendment 35E- U-003-002 (UAAA 002) to Agreement No. 35E-U-603" for water and wastewater facilities and infrastructure relocations for the Interstate Highway 35 P�-oject, with the Ueveloper, AGL Constructors, LLC; each such Agreement to be approved by the Texas Department of Transportation. SI:CTION 3. The City Manager or his designee is heceby autllorized to expend funds as provided for in the attached "Early Release for Construction pacl<age for tJtility Adjustment Agreement Amendment 35GU-003-002 (UAAA 002)" at the time the payment obligation arises, when the document is fully executed, delivered, and the Project appcoved upon completion by the City. S..CCTION_4. "I'his ordinance shall becoi�ne effective immediately upon its passage and approval. PASSED AND nPPROVED this the �� day of ��_���",���„,,� _ _, 2015. ��� � � ,.„� � �,� '' � � � CI {RI����� � �,�MA� _ __ ___ � W A �w��M �� � ATTEST: JENNIFER WALTERS, CITY SECRETARY �, , ,� � Y • ��M �����"� �� �� "�� ��'� � ,.���"�� �°����� APPROVED AS TO LF,GAL FORM: ANITA BURGLSS, CITY A�I�TORf�:�;�mY B�x 4....tl �hsMiww„ ,.,.A�y,,.�.E b„�... � i�,M'ry ,L�.,�"�,o ;i,',��� � �/� � �°�,/ � 'ri��� �'� � ��1 /�� /iv"� ���/'� "��Er�ii �� i %� % ��i� i r� �/�%r�r, � i �a r i�// ��3 ��i� Z � � ��%% �',� F�/� � �i W�, City of Denton Early Release for Construction Utility Adjustment Agreement Amendment 35E-U-0503- 002 IH35E From 635 to US 380 Water & Wastewater Installation Segment 4 North Texas Area Cit of Der�ton Co r� ��i, /aN�A/ � i�N;, I 1 � � i� � � � / � 69 ,'n N / i �ti, )%',�;Y �'"� �Y 1 ��G ����� �� a � �� j��l� �/ a�j. / ',N. r,`. f �u. r�/�� �� �1 � / � . � �; i f '� ��, �.�/ � ��� � v i� ,�Y � i ;�"�.. � ip�r „�,�v Tuble of Contents Early Release for Construction Reyuest Submittal 35E-U-0503-002 1.) Early Release for Construction Request Letter to TxDOT/SPD 2.) Early Release for Construction Concurrence Letter from Utility Owner 3.) Utility Joint Use Acknowledgment (UJUA) 4.) Utility Adjustment Plan Set 5.) Utility Adjustment Cost Estimate i��� //,, t�� i/���i �r � r i/� , �i�1�" :�.��//1%U ���j% %������i 3�� pl��fjb ;,� ��y,/ �F 1 "'� � 1 - � � w June 30, 2015 Mr. Don Toner SR/WA North Texas CDA Program Lead TxDOT — Strategic Projects Division 3301 W. Airport Freeway, Ste 100 Bedford, Texas 76021 817-508-7654 Fax 817-685-7561 r, �,,; ' � ,� � .� r� RE: Early Release for Construction, IH 35E Managed Lanes Project (CSJ's 0196-01-100, 0195-03- 072 & 0195-03-074), 35E-U-0503-002 City of Denton Relocation from IH35E & Post Oak Road to Bonnie Brae Dear Mr. Toner, AGL Constructors would like to request approval of this Early Release for Construction for multiple City of Denton Water & Wastewater facilities. An Early Release submittal is required due to a Utility Adjustment Agreement Amendment not being executed as of June 26, 2015 and the anticipated delays with obtaining City Council approval. The water and wastewater facilities are being installed at varying offsets within TxDOT's Right of Way within the IH 35E Managed Lanes Project. Additionally from North Texas Blvd. west to Bonnie Brae an 8" Waterline shall be placed inside a newly acquired easement. The existing City of Denton facilities are required by AGL Constructors to be relocated to avoid conflict with both the north and south bound main lane construction and various new drainage facilities being ir�stalled as part of the IH35�,E Managed Lanes project. , Specifically, this Early Release for Construction involves the installation of the following: Adjustment of Conflict ID 503-068: The relocation of Conflict ID 503-068 will consist of the installation of approximately 847 lf. of 8" PVC C900 waterline, 160 lf. of 16" steel casing, and appropriate appurtenances from ML Station 1977+79 to ML Station 1984+66. The proposed 8" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. l// �' �jj��� (�/� I � � C /� f%/� / 1 /,�/ J � �� �j f���� 1� , % /� i.,/�'i�%/� �b � ��l G;�j 1 i!�� � .�� � � � �� '� Ad�,,m.WW,.,,,,,,,_ D 5_03s-069: The relocation of Conflict ID 503-069 will consist of the ustment of Conflict I installation of approximately 792 lf. of 8" PVC C900 waterline, 103 lf. of 16" steel casing, 311 lf. of 16" C905 DR25 PVC casing, and appropriate appui�tenances from ML Station 1979+14 to ML Station 1985+29. The proposed 8" waterline is replacing an existing 8" line that conflicts with the proposed improveinents and reconstruction for IH 35E. Adjustment of„_��"c�a���ict ID 503-070: The relocation of Conflict ID 503-070 will consist of the installation of approximately 1971f. of 15" SDR26 PVC wastewater line, 366 lf. of 12" SDR26 PVC wastewater line and appropriate appurtenances from ML Station 1979+12 to ML Station 1984+62. The proposed 15" and 12" wastewater line is replacing an existing 12" line that conflicts with the proposed improvements and reconstruction for IH 35E. Adjustment of Conflict ID 503-071: The relocation of Conflict ID 503-071 will consist of the installation of approximately 482 lf. of 12" PVC C900 waterline, 415 lf. of 24" steel casing, and appropriate appurtenances from ML Station 1977+81 to 1979+90. The proposed 12" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. Adiustment of Conflict ID 503-072: The relocation of Conflict ID 503-072 will consist of the installation of approximately 212 lf. of 8" SDR26 PVC wastewater line and appropriate appurtenances from ML Station 1982+62 to 1984+41. The proposed 8" wastewater line is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. The relocation will begin at a proposed wastewater manhole in Avenue C at ML Station 1982+83. J��%r�st������m�t of Conflict ���� �(l�-��7C�w The relocation of Conflict ID 503-076 will consist of the installation of approximately 2,788 lf. of 8" PVC C900 waterline, 210 lf. of 16" steel casing, and appropriate appurtenances from ML 5tation 1991+57 to 2018+34. The proposed 8" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. Adjustment of Conflict ID 503-077: The relocation of Conflict ID 503-077 under this will consist of the abandoninent of existing 10" wastewater line and appropriate appurtenances from ML Station 2003+84 to 2019+03. �,el'_ �� m�����+�rrt„of Conflict ID 5�:���f���: The relocation of Conflict ID 503-088 under this PUAA shall consist of the installation of approximately 181 lf. of 16" DIP Class 52 AWWA C150 waterline, 105 lf. of 24" steel casing, and appropriate appurtenances from ML Station 1716+39 to 1718+13. The / � „'i t ! /�. �.,,� �l��l i � f �� �� J ����i� //NI�����(///i�y� ,�� , , riii��,z / � ��,„i � �f�� �� � i, �, ; ' � r � f' ?� "ry, i�, r� n , �; proposed 16" waterline is replacing an existing 16" line that conflicts with the proposed improvements and reconstruction for IH 35E. Please find the attached Utility Adjustment Plans, signed and sealed by a Texas Licensed Professional Engineer. In addition, you will find a utility adjustment cost estimate for this installation. All work under this Early Release for Construction will be performed using AGL resources and their approved subcontractors. Additionally, upon completion this utility adjustment will coinply with all requirements pursuant to the Utility Accommodation Rules, as well as current federal, state and local laws, codes and industry standards. AGL Constructors, recognizes that this request for early construction consists of AGL working "at risk" and does not remove responsibility to comply with the IH 35E DA that requires submittal of a comprehensive Utility Assembly Agreeinent. Additionally, AGL agrees not to connect to or otherwise disturb any existing City of Denton water or wastewater utilities prior to issuance of the fully approved UAAA for this work. This agreement will be submitted to the City of Denton for approval no later than June 30, 2015 and to TXDOT/SPD within 30 days of the start of the construction for the above adjustment, to include drawings and a Utility Joint Use Agreement signed by the utility owner. The estimated constiuction start date for this utility adjustment is July 6, 2015 and is expected to be completed by October 9, 2015. We respectfully request you approve this Early Release for Construction. If you have any questions or require additional information please contact me through the information provided below. ��� . �„' Signed _. � __ _ �'� . �"�'. �".� � .. Richard �r����, ,� Uti���(� �i�7�����,�;�. AGL Constructors 512.207.0782 (Mobile) Signed ..,__ — . .. � Donald C. Toner, Jr , SR/WA Director — Strategic Projects Right of Way Strategic Projects Division Date: i' "��` it � ����lirf�% y/��a� ; � �,;�� �1� �� %� % �w� � �� i irr i i'r�%�rl/�,�iln�' i�/� � �/9/'� �/i// �� � ii� rr i� �/i�'" //,� 1� ,.�.. � J ;� .. AY June 30, 2015 Mr. Frank Payne, P.E. City Engineer City of Denton 901-A Texas Street Denton, Texas 76209 % / RE: Early Release for Construction, IH 35E Managed Lanes Project (CSJ's 0196-01-100, 0195-03- 072 & 0195-03-074), 35E-U-0503-002 City of Denton Relocation from IH35E & Post Oak Road to Bonnie Brae Dear Mr. Payne, AGL Constructors, JV is requesting approval for an Early Release for Construction from TXDOT Special Projects Division for the installation of multiple City of Denton Water & Wastewater facilities currently identified to conflict with proposed construction activities on the IH35E Managed Lanes project in Segment 4. The existing City of Denton facilities are required by AGL Constructors to be relocated to avoid conflict with both the north and south bound main lane construction including various drainage facilities being installed adjacent to IH35E. Specifically, this Early Release for Construction involves the installation of the following: Adjustment of Conflict ID 503-068: The relocation of Conflict ID 503-068 will consist of the installation of approximately 847 lf. of 8" PVC C900 waterline, 160 lf. of 16" steel casing, and appropriate appurtenances from ML Station 1977+79 to ML Station 1984+66. The proposed 8" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. Adjustment of Conflict ID 503-069: The relocation of Conflict ID 503-069 will consist of the installation of approximately 792 lf. of 8" PVC C900 waterline, 103 lf. of 16" steel casing, 311 lf. of 16" C905 DR25 PVC casing, and appropriate appurtenances from ML Station 1979+14 to ML Station 1985+29. The proposed 8" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 358. / /�, ii i l � ��iii� � r%�l �Q i �/��, � � p � i� � �S� �1���� ��/����n f�° /�, � � ; i���2 � � r : � � � � � (�Q Ad'ustment of Conflict ID _503-070„ The relocation of Conflict ID 503-070 will consist of the installation of approximately 197 lf. of 15" SDR26 PVC wastewater line, 366 lf. of 12" SDR26 PVC wastewater line and appropriate appurtenances from ML Station 1979+12 to ML Station 1984+62. The proposed 15" and 12" wastewater line is replacing an existing 12" line that conflicts with the proposed improveinents and reconstruction for IH 35E. Adjustment of Conflict ID 503-071: The relocation of Conflict ID 503-071 will consist of the installation of approximately 482 lf. of 12" PVC C900 waterline, 415 lf. of 24" steel casing, and appropriate appurtenances from ML Station 1977+81 to 1979+90. The proposed 12" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. Adjustment of Conflict ID 503-072: The relocation of Conflict ID 503-072 will consist of the installation of approximately 212 lf. of 8" SDR26 PVC wastewater line and appropriate appurtenances from ML Station 1982+62 to 1984+41. The proposed 8" wastewater line is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. The relocation will begin at a proposed wastewater manhole in Avenue C at ML Station 1982+83. Adjustment of Conflict ID 503-076: The relocation of Conflict ID 503-076 will consist of the installation of approximately 2,788 lf. of 8" PVC C900 waterline, 210 lf. of 16" steel casing, and appropriate appurtenances fi•om ML Station 1991+57 to 2018+34. The proposed 8" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. Adlustment of Conflict ID 503-077: The relocation of Conflict ID 503-077 under this will consist of the abandonment of existing 10" wastewater line and appropriate appurtenances from ML Station 2003+84 to 2019+03. • � � Adjustment of Coriflict ID 503-088� The relocation of Conflict ID 503-088 under this PUAA shall consist of the installation of approximately 181 lf. of 16" DIP Class 52 AWWA C150 waterline, 105 lf. of 24" steel casing, and appropriate appurtenances from ML Station 1716+39 to 1718+13. The proposed 16" waterline is replacing an existing 16" line that conflicts with the proposed improvements and reconstruction for IH 35E. r % l� �i / �� �/ / i / iu�. n i�jJl ��/� � /f ii � �V��� ��� / i� % � /a � �j/ f /�i���� z i %i f�F� ��", � r�f : �, ... ., .. ' ' , l u� �����'r � l Please find the attached Utility Adjustment Plans, signed and sealed by a Texas Licensed Professional Engineer. In addition, you will tind a utility adjustment cost estimate for this installation. All work under this Early Release for Construction will be performed using AGL resources and their approved subcontractors. Additionally, upon completion this utility adjustinent will coinply with all requirements pursuant to the Utility Accommodation Rules, as well as current federal, state and local laws, codes and industry standards. AGL Constructors, recognizes that this request for early construction consists of AGL working "at risk" and does not remove responsibility to comply with the IH 35E DA that requires submittal of a comprehensive Utility Assembly Agreement. Additionally, AGL agrees not to connect to or otherwise disturb any existing City of Denton water or wastewater utilities prior to issuance of the fully approved UAAA for this work. This agreement will be submitted to the City of Denton for approval no later than June 30, 2015 and to TXDOT/SPD within 30 days of the start of the construction for the above adjustinent, to include drawings and a Utility Joint Use Agreement signed by the utility owner. The estimated construction start date for this utility adjustment is July 6, 2015 and is expected to be coinpleted by October 9, 2015. If you concur with this Early Release for Construction please sign below and execute by Thursday July 2, 2015. Sincerely, �� �� Signed ...�. ...���� � �..� ...�_��'��.��" Rich Krog, AGL Utility ��� ���aa������,�� 214.979.1144 (�Office) 512.207.0782 (Mobile) Email: rkrog@ltraengineers. com Cc: AGL Document Control � � 0 Title: (:ity �ngineer Date: �l� /� � l UTILITY JOINT USE ACKNOWLEDGEMENT Form ROW-U-JUAA-DA (Rev. 11112) w o Page 1 af 2 �� ���I � ���, � �G��,.� U-Number:35E-U-0503-002 ROW CSJ: 0196-01-100, 0195-03-072 & 0195-03- County: Denton 074 District: Dallas Federal Project No.: IM 0356 (438) Projected Highway Letting Date: 11-18-12 Highway: IH 35E From: FM 2181, South in Corinth To: US 380 WHEREAS, the State of Texas, ("State"), acting by and through the Texas Department of Transportation ("TxDOT"), proposes to make certain highway improvements on that section of the above-indicated highway; and WHEREAS, the City of Denton, ("Utility"), proposes to adjust or relocate certain of its facilities, if applicable, and retain title to any property rights it may have on, along or across, and within or over such limits of the highway right of way as indicated by the location map a#tached hereto. NOW, THEREFORE, in consideration of the covenants and acknowledgements herein contained, the parties mutually agree as follows: It is agreed that joint usage for both highway and utility purposes will be made of the area within the highway right of way limits as such area is defined and to the extent indicated on the aforementioned plans or sketches. Nothing in this Acknowledgement shall serve to modify or extinguish any compensable property interest vested in the Utility within the above described area. If the facilities shown in the aforementioned plans need to be altered or modified or new facilities constructed to either accommodate the proposed highway improvements or as part of Utility's future proposed changes to its own facilities, Utility agrees to notify TxDOT at least 30 days prior thereto, and to furnish necessary plans showing location and type of construction, unless an emergency situation occurs and immediate action is required. If an emergency situation occurs and immediate action is required, Utility agrees to notify TxDOT promptly. If such alteration, modification or new construction is in conflict with the current highway or planned future highway improvemen#s, or could endanger the traveling public using said highway, TxDOT shall have the right, after receipt of such notice, to prescribe such regulations as necessary for the protection of the highway facility and the traveling public using said highway. Such regulations shall not extend, however, to requiring the placement of intended overhead lines underground or the routing of any lines outside of the area of joint usage above described. If Utility's facilities are located along a controlled access highway, Utility agrees that ingress and egress for servicing its facilities will be limited to frontage roads where provided, nearby or adjacent public roads and streets, or trails along or near the highway right of way lines which only connect to an intersecting road. Entry may be made to the outer portion of the highway right of way from any one or all access points. Where supports, manholes or other appurtenances of the Utility's facilities are located in medians or interchange areas, access from the through-traffic roadways or ramps will be allowed by permit issued by the State to the Utility setting forth the conditions for policing �nd other controls to protect highway users. In an emergency situation, if the means of, access or service operations as herein provided will not permit emergency repairs as required for the safety and welfare of the public, the Utility shall have a temporary right of access to and from the through-traffic roadways and ramps as necessary to accomplish the required repairs, provided TxDOT is notified immediately when such repairs are initiated and adequate provision is made by Utility for the convenience and safety of highway traffic. Except as expressly provided herein, the Utility's rights of access to the through-traffic roadways and/or ramps shall be subject to the same rules and regulations as apply to the general public. � �I� �. utility Form ROW -U-JUAA-DA (Rev. 11/12) Page 2 of 2 If Utility's facilities are located along a non-controlled access highway, the Utility's rights of ingress and egress to the through-traffic roadways and/or ramps are subject to the same rules and regulations as apply to the general public. Participation in actual costs incurred by the Utility for any future adjustment, removal or relocation of utility facilities required by highway construction shall be in accordance with applicable laws of the State of Texas. It is expressly understood that Utility conducts the new installation, adjustment, removal, and/or relocation at its own risk, and that TxDOT makes no warranties or representations regarding the existence or location of utilities currently within its right of way. The Utility and the State, by execution of this Acknowledgement , do not waive or relinquish any right that they may have under the law. The signatories to this Acknowledgement warrant that each has the authority to enter into this Acknowledgement on behalf of the party represented. IN WITNESS WHEREOF, the parties hereto have affixed their signatures. Owner: �l T y d ��r�c� of Utility By: Title: Date: ����To� �.����" , �� Authorized Signature �...����'�_.�.G Print or Type Name T��"' The State of Texas Executed and approved for the Texas Transportation Commission for the purpose and ?E * effect of activating and/or carrying out the orders, �---- established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. �..�1..�..........�../ITGI lJGc 1� �1 1, --- -� .. .......__.__ � Initial �Dat �/�J e Utility By: Date: Donald C. 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I (j �a � ,, I, j��+ I�� M ."+�e �!„ M1 I.I �I �, �� �.� _ ...�.�I ���� : '. �, ��_ ,��� n ,�� � ��. , � � u� �,,� � � �, �; � ; �, � � 'i r " � __ ; ` (�'r n r x 0 m 0 U J � Q� �w � �_ �� X �j � i �1 � 41d°tlO105-3ad-AOUMl� �+5�;uo� {old I9+'10�X1a eapcpl uad u6p°OSO-alfi-N30'!fl-6°35EN%Xl ��oN �6!J KV Sb�S£a6 ��I1 SIOZ/SZ/B :a+od s}oayaJ aJae(i Early Release Cost Estimate Item C�"6Y' Unit Unit Cost Subtotal 8" Tapping Sleeve � .��.� � �,.�..�.�...�...��,�,.,�.. 8" PVC Waterline 8" Tee 8" X 6" Tee 6" Gate Valves 8" Gate Valves 8° Plugs FH Assembly �Abandonment & Removal (8" W 16" Steel Encasement (Open Cu1 �'�%%%�i;; Conflicf �Q3=U69 , Shee#` I 6" Gate Valves 8" Gate Valves 8" Tee 8" X 6" Tee 8" Plugs $" PVC Waterline 16" C905 DR25 PVC Casing Pipe I 16" Steel Encasement (eore) 16" Steel Encasement (Open Cut FH Assembly Abandonment & Removal (8" W 4' Diameter Manhole 12" SDR35 PVC Wastewater Pil 15" SDR35 PVC Wastewater PiI Abandonment & Removal (12" 8" Gate Valves 12" PVC Waterline (C�pa�r� 12" PVC Waterline (BaY�� 12" Valves 12" �l'u� 12" X 8" Reducer �+�" Steel CasiM�� ��a��7 �kb�retdarwr�e�tiC & Removal 4' Diameter Manhole 8" SDR35 Wastewater �"u� '1��ndonment & Removal 6" Gate Valves 8" X 6" Tee 8" Gate Valves 8" Plugs 1" Air Release Valve �� Cu 1 LF $ 755 LF $ 1 EA $ 1 EA $ 1 EA $ � 6 EA $ 1 EA $ 1 EA $ 846 LF $ 180 LF $ i ���i/, ; 2 EA $ 8 EA $ 3 EA $ 2 EA $ 2 EA $ 777 LF $ 145 LF $ 47 LF $ 35 LF $ 2. EA $ 818 LF $ 6 EA $ 276 LF $ 305 LF $ 667 LF $ 3 EA b 48 LF � 446 LF $ 1 EA $ 1 EA � 3 EA � 415 LF $ 235 LF I $ 2 EA $ 152 LF � 266 LF ' � �� ���i i ,o�f,��lii �; �,.�ii///�,,, ;G�rn�i�% i; „�, ����„ ; r;.. 3 EA $ 3 EA $ 2 EA $ 1 EA $ 1 EA $ 2,500.00 , $ 110.00 $ 250.00 $ 250.00 $ 1,500.00 $ 1,700.00 $ 250.00 $ 4,000.00 $ 10.00 $ 150.00 $ � „i ,t,i � � �� �f ii ,Z�, li„r�....�.. 1,500.00 � $ 1,700.00 $ � 250.00 $ 250.00 ' $ 250.00 $ 110.00 $ 135.00 $ 200.00 $ 200.00 $ 4,000.00 $ 10.00 $ � ��� � , ���' a i �r� . �y i � „ ,, _ „� , 3,500.00 $ 80.00 $ 85.00 $ 10.00 $ i �if/'/ %��r � �'�i�I�!�FA; / , , l�/ %� � rii;:ij/1 i� ir �� ;, ��/ � 1,700.00 $ 200.00 $ 100.00 � �',''�i��b.00 �a� 350.00 i $ 350.00 I $ ° 400.00 5 10.00 � �(3.00 � 70.00 $ 10.00 $ 1,500.00 $ 300.00 $ 1,700.00 $ 250.00 $ 4,000.00 $ 2,500.00 B3,050.00 250.00 250.00 1,500.00 10, 200.00 250.00 4,000.00 8,460.00 27,000.00 ���� r '�%o '/� i�,. 3,000.00 13,600.00 750.00 500.00 500.00 85,470.00 19,575.00 9,400.00 7,000.00 8,000.00 8.180.00 25,925.00 6,670.00 5,100.00 �,��p.00 ��U,�d��.00 2,500.00 350.00 1,�15C�.00 166,000.00 2,350.00 i r311 ���o �, �. 7,000.00 �.d�,640.00 �.660.00 500.00 900.00 400.00 250.00 000.00 �"" pVC Waterline 1�"'' Steel Encasement (43p �fi Ass�m�ky ,��ar�r�aa�w�n�r�r� & Removal C303 S�a�al Piece I�s�tts4rap Connections 16" DIP Class 52 AWWA With Push On Joints 16" DI Double Bell 16" Gate Valves l�bar��E�a���n� & Removal C��'"'I�'�� 2775 LF ��"r 7���d I_f' $ � �� � 2675 I�F � ��� ��� �� � � �� 97.00 4 175.00 � C7i�Cl.C�� i � 10.00 I � �,750.00 � 160.00 � 500.00 � � f�,�9&�L�.f"4 .� 30.00 ; UT-21 Civil Sr�N�t�at�l �.... � mmm� Civil Subtotal ;itp Inspection/Engineering 30 HR I$ 40.00 $ AGL OH&P 0.35 % $ 1,022,015.00 $ GRAND TOTAL $ 2�a9,,'.1.75.00 21p7�C�„�C� °�,��CY.f��S �f�.750.00 �7�`�i��.�� ����Q.�� 500.00 2C����is�,G�� 4,140.00 :r� �� 357,705.25 �7''�,ili�.?5 i . h' ` ��1 t � . � � � ,'� i/ � �� , � ¢!� � � � � � , . � � ° . ; „ � . 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