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HomeMy WebLinkAboutC2024-184 - 7/23/2024 - Approved WASTEWATER TRUNK LINE SYSTEM CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Wastewater Trunk Line Construction and Reimbursement Agreement("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and MPM Development, LP, ("Developer/Owner"), a Texas Limited Partnership. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on January 24, 2024 to develop a tract of land, to wit approximately 154.426 acres known as Haven Subdivision located northwest of the Haven Dr. and Warrior Rd intersection as shown in the attached Exhibit 1, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the Trunk Line ("Wastewater Improvements"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Wastewater Improvements; WHEREAS, it is to the best interest of the City that the Wastewater Improvements be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.2.E. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when funds become fully available in the Wastewater Trunk System Trust Fund and are appropriated by the City Council; WHEREAS, the Developer/Owner has submitted an application for reimbursement of the costs from the Wastewater Trunk System Trust Fund for installing the Wastewater Improvements, as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, the Wastewater Trunk System Trust Fund does not currently have sufficient funds to fully reimburse Developer/Owner for Wastewater Improvements; and WHEREAS, Developer/Owner may be paid when assets of the Wastewater Trunk System Trust Fund are sufficient, authorized for such purpose, and Developer/Owner has priority per UDC §8.5.2. E. NOW, THEREFORE, in consideration of the mutual promises and covenants contained in this Agreement, the parties do covenant and agree as follows: 1. TRUSTEE LIABILITY. a. The City is executing this agreement as trustee of the Wastewater Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 1 of 12 SCANNED functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. b. The Wastewater Sanitary Sewer Trunk Line Trust Fund was established by Ordinance No. 17396 to encouraging the orderly development of subdivisions within and surrounding the City of Corpus Christi, Texas and continues pursuant Texas Local Government Code §395.001(4)(C). The revenue generated for funding and continuation of the Wastewater Sanitary Sewer Trunk Line Trust Fund is subject to legislation of the State of Texas and the City of Corpus Christi. Nothing in this agreement guarantees neither the continuation nor future revenues of the Wastewater Sanitary Sewer Trunk Line Trust Fund. The City is not liable for modification or termination of the Wastewater Sanitary Sewer Trunk Line Trust Fund. The Developer/Owner agrees that any modification or termination of the Wastewater Sanitary Sewer Trunk Line Trust Fund is a legislative action and does not constitute a breach of trust, an act of bad faith, an intentional or reckless indifference to the interest of a beneficiary, or a profit derived by the trustee from a breach of trust. 2. PLANS AND SPECIFICATIONS. a. Developer/Owner shall contract with a professional engineer licensed in the State of Texas and acceptable to the City's Development Services Engineer to prepare plans and specifications for the Wastewater Improvements, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: Item DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL BID FORM Al Mobilization LS 1 $ 50,000.00 $ 50,000.00 A2 Bonds and Insurance LS 1 $60,000.00 $60,000.00 A3 SWPPP plan LS 1 $ 15,000.00 $ 15,000.00 A4 SWPPP BMPs LS 1 $6,000.00 $6,000.00 A5 Silt Fence LF 3739 $ 8.00 $29,912.00 A6 Replace Stop Sign EA 1 $ 850.00 $850.00 A7 Traffic Control Plan LS 1 $ 15,000.00 $ 15,000.00 A8 Temporary Traffic Control LS 1 $ 10,000.00 $ 10,000.00 Installation and Maintenance A9 Full Depth HMAC Pavement SY 40 $ 150.00 $6,000.00 Repair Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 2 of 12 A10 15" SDR-26 PVC Wastewater LF 3745 $ 195.00 $ 730,275.00 Main, Embedment, Trench, and Backfill All 4' Diameter Manhole (Up to 10' EA 9 $20,000.00 $ 180,000.00 Depth) Al2 4' Diameter Manhole (Additional VF 20 $ 7,500.00 $ 150,000.00 Depth) A13 Tie-in Existing Manhole EA 1 $ 10,000.00 $ 10,000.00 A14 Control of WW Flow LS 1 $ 15,000.00 $ 15,000.00 A15 Dewatering LF 3745 $ 70.00 $262,150.00 A16 OSHA Trench Safety for EA 10 $ 3,500.00 $ 35,000.00 Structures A17 OSHA Trench Safety for Trench EA 3745 $9.00 $ 33,705.00 TOTAL $ 1,608,892.00 Contingency 10%: $ 160,889.20 Engineer 13%: $ 209,155.96 GRAND TOTAL $ 1,978,937.16 b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with the City's Wastewater Standards Detail Sheets and Standard Specifications. d. Before the Developer/Owner starts construction, the plans and specifications must be approved by the City's Development Services Engineer 3. REIMBURSEMENT. a. The cost for the Wastewater Improvements is $1,978,937.16. Subject to the conditions for reimbursement from the Wastewater Trunk Line System Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Wastewater Improvements up to an amount not to exceed $1,978,937.16 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Wastewater Trunk Line System Trust Fund per the UDC and this agreement, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30 days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 3 of 12 c. Cost-supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed on Form provided by the Development Services Department. 2. Contractor and professional services invoices detailing work performed. 3. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. d. To be eligible for reimbursement, the work must be constructed in a good and workmanlike manner and must have been inspected and accepted by the City. The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. e. The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. f. In the event that this Agreement is terminated by the City as a result of an uncured default by the Developer/Owner and at a time when there has been a partial completion and/or partial payment for the improvements, then the City shall only reimburse the Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that the uncured default occurred. 4. PAYMENTS, CREDITS, AND DEFERRED REIMBURSEMENT. a. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees that if funds are not available in the Wastewater Trunk System Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and Developer/Owner has priority per UDC §8.5.2. Pursuant UDC §8.5.2. E., priority is determined according to the date the reimbursement agreement is approved by the City Council. b. Payments will not be paid when funds are not available in the Wastewater Trunk System Trust Fund. Payments may be made when monies are available in and appropriated from the Wastewater Trunk System Trust Fund and the Developer/Owner has priority in accordance with UDC §8.5.2. E. c. If the developer is owed funds from the Wastewater Trunk System Trust Fund, the developer will be given credit for lot or acreage fees that are due on subsequent final plats filed with the County Clerk in accordance with UDC §8.5.2. E. The amounts credited will be deducted from the outstanding amounts owed to the developer by the Wastewater Trunk System Trust Fund until the total amount owed has been paid, provided that the lands being platted are within or contiguous to the boundaries of the preliminary plat of the originally developed property, the land will be served by Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 4 of 12 the wastewater trunk line for which the credit was given, and an extension of the trunk line was not required to serve the land. 5. DEVELOPER/OWNER TO COMPLETE IMPROVEMENTS. Developer/Owner shall award a contract and complete the Wastewater Improvements under the approved plans and specifications within 24 months from the date of City Council approval of this agreement. 6. NOTICES. a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other party in writing at the following address: 1. If to the Developer/Owner: MPM Development, LP P.O. Box 331308 Corpus Christi, Texas 78401 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. c. Either party may change the address for notices by giving notice of the change under the provisions of this section. 7. REQUIRED CONSTRUCTION. Developer/Owner shall construct the Wastewater Improvements in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state and federal laws, codes and regulations, in accordance with the plans and specifications submitted to the City's Development Services Department and reviewed and approved by the City's Development Services Engineer. 8. SITE IMPROVEMENTS. Prior to the start of construction of the Wastewater Improvements, Developer/Owner shall acquire and dedicate to the City the required additional public utility easements ("Easements"), if any, necessary for the completion of the Wastewater Improvements. If any of the property needed for the Easements is owned by a third party and Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 5 of 12 the Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City may use its powers of eminent domain to acquire the Easements. Developer will be responsible for cost of acquisition, payable from the reimbursement agreed to in this agreement. 9. PLATTING FEES. Developer/Owner shall pay to the City the required acreage fees and pro- rata fees as required by the UDC. 10. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract. 11. PROMPT AND GOOD FAITH ACTIONS. The parties shall act promptly and in good faith in performing their duties and obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. 12. DEFAULT. The following events shall constitute default: a. Developer/Owner fails to engage a professional engineer for the preparation of plans and specifications by the 10th calendar day after the date of approval of this Agreement by the City Council. b. Developer/Owner's professional engineer fails to submit the plans and specifications to the City's Director of Engineering Services by the 40th calendar day after the date of approval by City Council. c. Developer/Owner fails to award a contract for the construction of the project, according to the approved plans and specifications, by the 70th calendar day after the date of approval by City Council. d. Developer/Owner's contractor does not reasonably pursue construction of the Wastewater Improvements under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Wastewater Improvements, under the approved plans and specifications as provided in section 4 of this agreement. f. Either the City or the Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. 13. NOTICE AND CURE. a. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in sufficient detail, the nature of the default and the requirements to cure such default. b. After delivery of the default notice, the defaulting party has 15 business days from the delivery of the default notice ("Cure Period") to cure the default. c. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 6 of 12 d. Should Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to Developer/Owner, at the address stated in section 6, of the need to perform the obligation or duty, and should Developer/Owner fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to Developer/Owner by reducing the reimbursement amount due Developer/Owner. e. In the event of an uncured default by the Developer/Owner, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: 1. Terminate this Agreement after the required notice and opportunity to cure the default; 2. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or 3. Perform any obligation or duty of the Developer/Owner under this Agreement and charge the cost of such performance to the Developer/Owner. The Developer/Owner shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer/Owner receives notice of the cost of performance. In the event the Developer/Owner pays the City under the preceding sentence and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer/Owner has all its remedies at law or in equity for such default. 14. FORCE MAJEURE. a. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of public enemies; insurrections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within ten (10) business days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. 15. THIRD-PARTY BENEFICIARY. Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Wastewater Improvements, contracts for testing services, and contracts with the contractor for the construction of the Wastewater Improvements must provide that the City is a third-party beneficiary of each contract. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 7 of 12 16. PERFORMANCE AND PAYMENT BONDS. Developer/Owner shall, before beginning the work that is the subject of this Agreement, furnish a performance bond payable to the City of Corpus Christi if the contract is in excess of$100,000 and a payment bond if the contract is in excess of$50,000. Bonds furnished must meet the requirements of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations. The performance or payment bond must name the City as an obligee. If the Developer/Owner is not an obligor, then Developer/Owner shall be named as a joint obligee. The bond must clearly and prominently display on the bond or on an attachment to the bond: (1) the name, mailing address, physical address, and telephone number, including the area code, of the surety company to which any notice of claim should be sent; or (2) the toll-free telephone number maintained by the Texas Department of Insurance under Subchapter B, Chapter 521, Insurance Code, and a statement that the address of the surety company to which any notice of claim should be sent may be obtained from the Texas Department of Insurance by calling the toll-free telephone number. 17. DEDICATION OF WASTEWATER IMPROVEMENTS. Upon completion of the construction, dedication of Wastewater Improvements will be subject to City inspection and approval. 18. WARRANTY. Developer/Owner shall fully warranty the workmanship of and function of the Wastewater Improvements and the construction thereof for a period of one year from and after the date of acceptance of the facilities by the City's Director of Engineering Services. 19. INDEMNIFICATION. Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on the foregoing, workers compensation and death claims, or property loss or damage of any other kind whatsoever, to the extent any injury, damage, or loss may be incident to, arise out of, be caused by, or be in any way connected with, either proximately or remotely, wholly or in part, the Developer/Owner's failure to comply with its obligations under this agreement or to provide city wastewater service to the development, including injury, loss, or damage which arise out of or are in any manner connected with, or are claimed to arise out of or be in any manner connected with the construction, installation, existence, operation, use, maintenance, repair, restoration, or removal of the public improvements associated with the development described above, including the injury, loss or damage caused by the sole or contributory negligence of the indemnitees or any of them, regardless of whether the injury, damage, loss, violation, exercise of rights, act, or Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 8 of 12 omission is caused or is claimed to be caused by the contributing or concurrent negligence of indemnitees, or any of them, but not if caused by the sole negligence of indemnitees, or any of them, unmixed with the fault of any other person or entity, and including all expenses of litigation, court costs, and attorneys fees, which arise, or are claimed to arise, out of or in connection with the asserted or recovered incident. This indemnity specifically includes all claims, damages, and liabilities of whatever nature, foreseen or unforeseen, under any hazardous substance laws, including but not limited to the following: (a) all fees incurred in defending any action or proceeding brought by a public or private entity and arising from the presence, containment, use, manufacture, handling, creating, storage, treatment, discharge, release or burial on the property or the transportation to or from the property of any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in this agreement, or (ii) any cleanup, detoxification, remediation, or other type of response action taken with respect to any hazardous substance on or under the property regardless of whether or not that action was mandated by the federal, state or local government. This indemnity shall survive the expiration or earlier termination of the agreement. 20. ASSIGNMENT OF AGREEMENT. This Agreement or any rights under this Agreement may not be assigned by the Developer/Owner to another without the written approval and consent of the City's City Manager. 21. DISCLOSURE OF INTEREST. Developer/Owner agrees, in compliance with the Corpus Christi Code of Ordinance Sec. 2-349, to complete, as part of this Agreement, the Disclosure of Interest form attached to this Agreement as Exhibit 5. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 9 of 12 22. CERTIFICATE OF INTERESTED PARTIES. Developer/Owner agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of"interested parties" with respect to entities that enter contracts with cities. These interested parties include: (1) persons with a "controlling interest" in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c. service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. 23. CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form ClQ, please review the information on the City Secretary's website at http://www.cctexas.com/govern ment/city- secretary/conflict-disclosure/index 24. AUTHORITY. All signatories signing this Agreement warrant and guarantee that they have the authority to act on behalf of the entity represented and make this Agreement binding and enforceable by their signature. 25. EFFECTIVE DATE. This Agreement becomes effective and is binding upon and inures to the benefit of the City and the Developer/Owner and their respective heirs, successors, and assigns from and after the date of final execution by all parties. Remainder of page intentionally left blank; signature page to follow. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 10 of 12 EXECUTED IN ONE ORIGINAL this U day of OC U , 20 9. ATT ST:. CITYr, / ORPUS e b cca Huerta Alert . '., mond III, AIA, CBO City Secretary Direc,•r of Ievelopment Services r (2)3-1Uy AUTHORIZED BY COUNCIL -1' a n3-aI k I`�l51 SECRETARY APPROVED AS TO LEGAL FORM: VULCA'6"1-t-i-A. /g7z ( Buck Brice (Date) Assistant City Attorney For City Attorney Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 11 of 12 DEVELOPER/OWNER: MPM Development, LP P.O. Box 331308 Corpus Christi, Texas 78401 By: Moses rf'ostaghasi General Partner STATE OF TEXAS § COUNTY OF This instrument was acknowledged before me on `►o<(i , 20 a y Moses Mostaghasi, General Partner of MPM Development, P, a General Partner, on be alf of said corporation. 4Ayu�pOAC Notary Public's Signature 2;�PFY..........o'N''� 'OTF OF • "0. : (c •'•..4642�:•' .\ A�7►10 Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 12 of 12 EXHIBIT 1 _-___—_—_____—___—_—___—_—_—_ ` I ___`_-_-_-___-___-_-_ � 4n r4. a rsr 1.aN89'18'05'E 4010.90' W+WWI.4.,...r NR•m%%^ A '1.. ..-m NM o o®1747aW.4 3.51'E 374.22' m N[.I w t N^n To 1 , a sm [, ILL�:`,[a a ILmralt L wm z S89.16'09•` pi� 2$ m $ `63 HAVEN ESTATES, BLOCK 1, LOT 1 II DAM n CITY m7ca iar>mnEln �jCL WARRIOR DOE 11131 ID ROAD I PIPELINE AS '11.14.111' rla rIR.%nWR:[ Prrt,o-o-lI o-oRW as $,/300'43'51'E 13]],51' ER VI,"'"Nlma 'WNW.+ 308.60' ii a TY.E+ P4a T F F§ NOTES Iwo wow MG 1140 IN. ' rMAW=Er LOT 10. Wn n \ r'r':. tI a aam r+In R;mom. vCal.,11.11.4010E NI o rrv.I[II xvom soon SMUT T.NEPLATTII.MO CI SAID tar sw.a®o umn[mm[cn `ft„,.., to PIPELINE Id MAIM met Know c nwa �jt pL,17 VARRIOR[m as ROAD 89'11'30'V �� 269.41' m.s r•TLIOW rr. ai uu n n" rr- tRo u ru SR9•ll'3E1'V 3377 68' 1 _r�. Yr.r v rs �`—�~� m vr n (OR IG. CL HAVEN DR) �CL HAVEN DR `r'cIr CL HAVEN DI CL er . amTYH[w r.%.r.Rl.aa> suvlrnlw.taTret V.a r..I.aaI 1 Er,FND • INN MP W...,,,,........,,,.r n.,,.vo.,x., ..mo,.,..,,,, ',.x�e y.,,o.N ,�43 II a▪s v.[c®acvm.MD.m.n ,,,,=,...„..,.,...,,,,,,...„,..."_",..,„."..".•,,_,.."",.."","...","" N / 1�. Y THIS DOCUMENT IS RELEASED fDR THE �.x�.u..�x.0�.....u.. ux..0"`•"'.ex.,n..,...��...x.x•uw�,.,.nu..::u..::wm I C St I AUTHOR Y OF NI%ON M.WELSH.P.E.NO. •. I 36240 OF BASS ANO WELSH ENGINEERING, ..,..�.,�....u..�..x..,.,,...ru•.v�.....�.:x..,,u.,...,w c♦0 Ng mm F 32.IT 6 NOT TO BE USED FOR .w..v tl ' RR.b` I lu CONSTRUCTION OR BIDDING PURPOSES. �°":.���::�"'�`::'�::`.;;;:�:ter: �`��:��.x.. .,......,,,.... . 41n Inn two- I I1CATION LAP SCALE.1•4 150' SCALD t••Bar BASS D WELSH ENGINEERING SDINA S. AMC.O, T,C,it m.1 REC.No. ,„.:.,,.,xmx. F-sz.ws4 s A STREET,CORNS crNiEmm rEw s NMI p„1e PRELIMINARY PLAT .,,:,...,.,.,..",;V:..%...=.,...,=,,.....,,.,....x.,,.xx,:. HAVEN ESTATES, BLOCK 1, LOT 1"' x..x.,,...,,•,,,.....,......,:b..............:....o.,..........,.,.�.,,...�...,.o... CORPUS CHRISTI, NUECES CO., TX xew.x Fa: ..w.x.u,.,,w.uiu.+r.., ....,m..,.x....x...v,.wnva•+s n.u+ TIM 11 COMAC+atnl.ICIK En.Ti % w vv n ae;nw RNm.iw EXHIBIT 2 4OILQu5 c, UDC Agreement Application Date of Application: 12-18-2023 Type of Agreement Requested: Deferment [ ] Reimbursement X] Participation [ ] Approved Plat Name: Haven 0f•‘A• Public Improvement Type: Sanitary Sewer Main Line Approved Public Improvement Plans: Y [ ] N [ ] Cost Estimate for Public Improvements: Ownership and authorized signatories to enter into the agreement: MPM Development, LP Mossa (Moses) Mostaghasi Contact Information Name: Mossa (Moses) Mostaghasi E-mail address: mothepro99@aol.com Phone Number: 361-774-3832 Preferred Method of Contact: Email [X Phone [ ] Other[ ] If other, provide detail: Company Name entering into the agreement: MPM Development, LP Company Address: PO Box 331308 Corpus Christi, TX 78463 General Partner Applica 's ignature & Title Submit Application Electronically to: contractsandagreementsna cctexas.com Mail to: Development Services Attn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 EXHIBIT 3 covsur MEET _ CALL BEFORE YOU DIG! "�rs nom aQ-00 NO. PROJECT LOCATION PARTICIPANTS REQUEST CORPUS CDHERISTIN R'TX 78410 � Tp,,, V S HOURS NOncE BE DRILL.OR BEAST STOP AND CALL - Fee.WNuIY heIGW. 871 ---------kc.'- ... San Patricio County THE LONE STAR NOTIFICATION COMPANY AT 1-800-669-8344 SHEET INDEX O ;€ EY p .,- Sheet a Sheet one ii NUECES BAY ,s' GENERAL NOTES 3 Et ® \ ovEL SEWER -E. ire ��_ 1F ` CORPUS CHRISTI BAY STOIMWATERPO POLLUTION �; N CORNS 11, -W�i,` a TORN WATER POLLIIfpN PREVENTION STANDARD DETAILS K rionAL u NIwRr \��IF ® U 2 #14r4 ' Atali,,, iti 0E40 LS \ • tliii*-‘,, ti o co SIT kilhai �� 2� O ?z, NWENNW © §Li ENU CES V 1 k W ! p CO NTY I` .�i .p F� W 0 i Yi I., DEVELOPER FUNDED 4 W CC I PUBLIC IMPROVEMENT / VICINITY MAP PLANS FOR v j o HAVEN DRIVE PUBLIC ;LL IXQ Ir DEVELOPER INFORMATION: WASTEWATER MAIN w ai MPM DEVELOPMENT ,ill a P.O.BOX 331308 B2W a4 CORPUS CHRISTI,TX PREPARED DY o 1 idPAPE-DAWSON a SHEET 1 ,f 13 ENGINEERSRECORD DING No. I :.P.L.:' " � STR—### l an PRa.ELT I%XXXX 21018-05 I. GENERAL 12. IF ANY PORTION OF TRENCH LIES WITHIN 2' OF PAVEMENT OR CURB, THE TRENCH Ti. ANY TRAFFIC CONTROL SUBMITTAL BY THE CONTRACTOR WHICH DIFFERS FROM THE d BACKFILL REQUIREMENTS FOR UTIUTIES BENEATH PAVEMENT APPIJES,INCLUDING CEMENT PROPOSED TRAFFIC CONTROL PLAN MUST BE SEALED BY A PROFESSIONAL ENGINEER 1. ALL CONSTRUCTOR SHALL BE IN ACCORDANCE WITH CITY OF CORPUS CHRISTI STABILIZING THE TOP 3'. AND SUBMITTED TO THE TRAFFIC ENGINEERING DEPARTMENT FOR REVIEW AND STANDARD SPECIFlCATGNS AND DETAILS. 13. THE CONTRACTOR SHALL PERFORM PRELIMINARY EXPLORATORY EXCAVATOR AS NEEDED ACCEPTANCE PER THEIR TIMELINES AND REQUIREMENTS. 2. THE CONTRACTORS TEAM IS RESPONSIBLE TO PERFORM FIELD VERIFICATION OF THE TO VERIFY ALL TIE-INS,SIZES, CONNECTIONS PIPE ORIENTATION.AND RELATED UTILITY 12. A MINIMUM 14-DAY REVIEW PERIOD IS REQUIRED FOR TRAFFIC CONTROL PLANS EXISTING CONDITIONS AND THE PROPOSED CONDITIONS PRIOR TO COMMENCING ADJUSTMENTS PRIOR TO ORDERING PRECAST STRUCTURES SUBMITTED. TMEUNE FOR APPROVAL AND REVISIONS SHOULD ACCOMMODATE THIS CONSTRUCTION,FABRICATION,AND/OR ACQUIRING MATERIALS.IF AT ANY POINT SHOULD 14. CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE. THIS INCLUDES. BUT IS NOT REVIEW SMEFRAME A DIFFERENCE BE DETERMINED, THE CONTRACTOR IS TO CONTACT THE OAR UNITED TO EXISTING GAS UNES.PRODUCT PIPEUNES.FIBER OPTIC USES.UTIUTY POLES 13. ANY POTENTIAL DISTURBANCE TO TRAFFIC GOING TO AND FROM SURROUNDING SCHOOLS IMMEDIATELY. CONFUCTS ARISING DUE TO LACK OF VERIFICATION SHALL DE THE SOLE TELEPHONE/CABLE n PEDESTALS,ELECTRICAL DUCT BANKS,JUNCTION BOXES,VALVES, SHALL BE COORDINATED WITH THE SCHOOLS. ] RESPONSIBI UTY OF THE CONTRACTOR. ETC. DAMAGE CAUSED BY CONSTRUCTION ACTIVITY OR CONSTRUCTION TRAFFIC SHALL 14. LANE CLOSURES SHALL BE MINIMIZED TO THE FULLEST EXTENT POSSIBLE.. !i 3. CONTRACTOR TO PROTECT ALL INFRASTRUCTURES. DAMAGE TO THE EXISTING OR NEW BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE-DAMAGE OR BETTER 15. IF THE PROJECT IS DELAYED, THE CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL TCP GROUNDS AND/OR FACILITIES CAUSED BY CONSTRUCTOR TRAFFIC OR CONSTRUCTION CONDITION AT NO ADDITIONAL COST TO CITY OR INFRASTRUCTURE OWNER. COSTS IF THE WORK EXCEEDS THE ALLOWABLE NUMBER OF CONSTRUCTION DAYS -' OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO MATCH OR 15. ALL VALVE BOXES AND MANHOLES RIMS REQUIRING ADJUSTMENT SHALL BE LOCATED BY UNLESS A CHANGE IS AGREED TO IN WRITING NA A CHANCE ORDER. ,g , EXCEED EXISTING/NEW UNDAMAGED CONDITIONS AT NO ADDITIONAL COST TO THE STATION AND OFFSET AND TIED TO EXISTING FEATURES THAT WILL REMAIN IN PLACE. �� OWNER. ALL NEW AND EXISTING VALVES AND MANHOLES SHALL BE EXTENDED TO FINISHED SURVEY GRADE. USME MANHOLES AND VALES SHALL BE ELEVATION ADJTNTS FOR NEW 4. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING A SAFE PROJECT SITE 24 �*�� F�tr HOURS A DAY. CONSIDERED SUBSIDIARY AND SHALL NOT BE PAID FOR SEPARATELY. 1. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY 16. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER PRIOR TO ACCESSING PRIVATE AND THE ACCURACY AND COMPLETENESS OF SUCH INFORMATION IS NOT GUARANTEED. 5. THE CONTRACTOR WILL USE DOOR HANGERS'AS NOTICES TO PROPERTY OWNERS OF PROPERTY INCLUDING UTILITY EASEMENTS. ALL PERIMETER FENCE REMOVED TO GAIN III�pp1���ppp~NIOR THE UPCOMING WORK ON THEIR STREET. ONE CONTRACTOR WALL PROVIDE NOTICES TO IT IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY TO INVESTIGATE AND ; EACH RESIDENT AND BUSINESS LOCATED ON THE STREETS AS DIRECTED BY THE OAR ACCESS TO THE SITE SHALL BE REPLACED WITH NEW FENCE OF THE SAME MATERIAL LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES SUFFICIENTLY IN ADVANCE OF •DURING THE WORK. CONTRACTOR SHALL RESTORE ALL AREAS AFFECTED BY HIS ACTIVITIES TO TRENCHING NNE EXCAVATION OPERATORS TO AVOID DAMAGING EXISTING UTILITIES OR . 6. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND SHALL BE FULLY PRE-CONSTRUCTION CONDITION.RESTORATION EFFORTS INCLUDE.BUT ARE NOT UNITED CAUSING UNNECESSARY DELAYS. THIS INCLUDES EXPOSING UTIUTY TIE-INS AND RESPONSIBLE FOR ANY AND ALL 70 THE EXISTING PUBLIC S.PRIVATE FULLY TO ALL EQUIPMENT, LABOR AND MATERIALS REQUIRED TO PLACE TOPSOIL AND SOD, CROSSINGS FOR VERIFICATION PRIOR TO LAYING NEW LINES. LINES INCLUDING BUT NOT UNITED DAMAGETO WATER LINES. SANITARY LINES,PROCESS UNES. CONSTRUCTOR ASPHALT PAVEMENT REPAIRS CONCRETE SIDEWALK REPAIRS.CONCRETE STORM SEWERS.GAS.COMMUNICATIONS AND ELECTRIC.DURING CONSTRUCTION,%NETHER DRIVEWAY REPAIRS, AND CONCRETE PAVEMENT REPAIRS. AS NEEDED, UNLESS NOTED XII. COORDINATION vHT/mJ.T SHOWN ON THE PLANS OR NOT. ALL DAMAGES SHALL BE REPAIRED AT NO COST TO OTHERWISE,ALL OF THE WORK LISTED HEREIN SHALL BE SUBSIDIARY TO PAY ITEMS AND 111 THE OWNER. CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF WILL NOT BE PAID FOR SEPARATELY. 1. COORDINATE ALL SERVICE SHUTDOWNS WITH THE APPROPRIATE UTIUTY DEPARTMENT OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY NATIONAL ELECTRIC CODE VI. WATER LINES CONSTRUCTION OBSERVER AT LEAST 46 HOURS PRIOR TO THE ANTICIPATED UTUTY AND/OR ANY REQUIREMENTS OF THE OWNER OF THE ELECTRIC UNE. SERVICE SHUTDOWN. 7. ANY CHANGES OR REVISIONS TO THESE PLANS MUST BE SUBMITTED TO THE OAR FOR 2. COORDINATE WITH AFFECTED PROPERTY OWNERS IN WRITING AT LEAST 24 HOURS PRIOR Z IV REVIEW AND APPROVAL PRIOR TO CONSTRUCTOR. 1. WATER METERS SHALL BE ACCESSIBLE DURING CONSTRUCTOR. TO ANY ANTICIPATED UTIUTY SERVICE SHUTDOWN. CITY TO RECEIVE A COPY OF ALL 2. VALVE BOXES TO REMAIN IN SERVICE SHALL BE ADJUSTED TO FINISH GRADE AND B. THE OWNER/OAR RESERVE THE RIGHT TO MAKE REASONABLE ADJUSTMENTS IN LINE WRITTEN CORRESPONDENCE.EINSPECTIONS COLLARS SHALL BE PROVIDED. 3. COORDINATE WITH THE UTIUTY DEPARTMENT INSPECTOR PRIOR TO ALL AND/OR GRADE IN ORDER TO AVOID WITH STRUCTURES OR OTHER UTILITIES. 3. WHERE WASTEWATER AND WATERLINES CROSS,THE WATERLINE SHALL BE PLACED OVER THE CONTRACTOR AGREES TO MAKE REASONABLE ADJUSTMENTS AT NO COST TO THE WORK BEING COVERED 24 HOURS IN ADVANCE. OWNER OR OAR. THE SEWER WITH A MINIMUM SEPARATION OF 2'.IF THIS IS NOT POSSIBLE.EITHER THE 4. COORDINATE ACCESS ISSUES WITH PROPERTY OWNERS.ACCESS MAY ONLY BE AFFECTED 9. EXISTING PAVING, BUILDINGS. AND OTHER ITEMS SHOWN ON PLANS BUT NOT SWORD OR THE WATERUNE SHALL BE ENCASED WITH A STANDARD 20' LENGTH OF DURING WORK HOURS AND SHALL NOT LAST MORE THAN 6 HOURS CONSECUTIVELY. Q W i 7 SPECIFICALLY RELATED TO THE WORK OF THE CONTRACTOR ARE FOR INFORMATIONAL PRESSURE PIPE. THE CASING PIPE SHALL NOT BE PAID DIRECTLY BUT SHALL BE 5. COORDINATE CROSSING THE KINDER MORGAN PIPELINE WITH KINDER MORGAN PERSONNEL 0 W N W PURPOSES ONLY AND MAY BE SHOWN TO A LESSER ACCURACY OR TO A LESSER SUBSIDIARY TO THE CARRIER PIPE. 14-DAYS IN ADVANCE OF CROSSING THE PIPELINE KINDER MORGAN MAY REWIRE A W. Z !i DEGREE OF DETAIL THAN THE REMAINDER OF THE PLANS. 4. ALL EXISTING WATERLINES TO BE ABANDONED MUST BE DETACHED A MINIMUM OF 10' MEMBER OF THOR TEAM TO BE ON-SITE AND MAY CONTROL REWIRE ADDITIONAL V 9 S 10. CONTRACTOR SHALL CONTACT TEXAS 811/LONE STAR AND CITY TRAFFIC ENGINEERING FROM THE CONNECTOR,GROUT FILLED,AND CAPPED. PROTECTION OF THEIR INFRASTRUCTURE AT THEIR DISCRETION. w g 1 AT LEAST 46 HOURS IN ADVANCE OF ANY EXCAVATION. SANITARY SEWER NOTES CL V 6 g VII. GAS LINES Q Z p IL STREETS 1. SEWER PIPE WHERE WATER UNE CROSSES SHALL BE 160 P.S.I. AND MEET THE W i 5 1. GAS DEPARTMENT WILL BE RESPONSIBLE FOR ADJUSTMENT OF EXISTING GAS UNES,IF REQUIREMENTS OF ASTAI 02241 WITH ONE 20'JOINT CENTERED AT WATER MAIN. 1. ALL STREET DIMENSIONS SHOWN ON PLANS ARE TO BACK OF CURB. UNLESS NOTED REQUIRED.CONTRACTOR SHALL COORDINATE WITH GAS DEPARTMENT REPRESENTATIVE TO !I OTHERWISE SCHEDULE ADJUSTMENT AS WORK PROCEEDS.AS THE CONTRACTOR PROCEEDS THROUGH 2. NO VERTICAL STACKS SHALL BE ALLOWED ilit 2. TRANSITIONS TO EXISTING PAVEMENTS SHALL BE GRADED TO PRODUCE A SMOOTH RIDE. THE PHASED CONSTRUCTION HE SHALL SET UP THE TRAFFIC CONTROL, COORDINATE 3. WHEN HORIZONTAL DISTANCE BETWEEN SEVER PIPES AND WATER MAIN IS LEGS THAN 9 LONGITUDINAL HMACP JOINT LOCATIONS SHALL BE APPROVED BY THE OAR. WITH GAS DEPARTMENT AND REMOVE ASPHALT AND CONCRETE PAVEMENT IN THE AREA 9 FT. OF SEPARATION. SEWER MAIN SHALL BE INSTALLED WITH 160 PSI (MIN) 3. WHERE PROPOSED CONCRETE TIES INTO EXISTING CONCRETE.CONTRACTOR SHALL PLACE WHERE GAS LINE IS TO BE ADJUSTED. GAS DEPARTMENT BALL EXCAVATE AND MAKE PRESSURE PIPE AND FITTINGS IN ACCORDANCE WITH THE CITY OF CORPUS CHRISTI AN EXPANSION JOINT WITH 14'X 18'SMOOTH DOWELS DRILLED AND EPDXY SET WITH ADJUSTMENT TO THE GAS PIPING PRIOR TO THE CONTRACTOR CONSTRUCTING PROPOSED CONSTRUCTION CRITERIA FOR CONSTRUCTION OF SEWER MAINS IN THE VICINITY OF AN EXPANSION CAP AT ONE END.DOWELS SHALL BE SET AT 18"C-C. IMPROVEMENTS IN THE AREA OF THE GAS UNE CONTRACTOR SHALL PLAN FOR AND WATER MAINS. X II 4. PRIMING AND HOT-MIX PLACING OPERATIONS SHALL NOT BE CONDUCTED ON DAYS FOR COORDINATE WITH THE GAS DEPARTMENT TO ALLOW TIME FOR THE ADJUSTMENTS TO BE 4. ALL SEWER PIPES SHALL BE PVC(SDR 26),UNLESS OTHERWISE NOTED. Z_ WHICH AN OZONE ADVISORY HAS BEEN ISSUED,EXCEPT FOR REPAIRS. PERFORMED. 5. PRIOR TO CONSTRUCTION CONTRACTOR IS TO VERIFY EXISTING INVERT OF EXISTING 2. BACIFlLL OF TRENCHES FROM GAS IMPROVEMENTS MUST MEET OR EXCEED THE CITY SANITARY SEWER MAINS AND ALERT ENGINEER IMMEDIATELY OF ANY DIFFERENCE FROM Q V.UTILITIES STANDARD REQUIREMENTS OF THE BACKFlLL REQUIRED FOR WATER MAINS. INVERT SHOWN ON PLANS. IX. MISCELLANEOUS E. CONTOURS SHOWN ARE FOR GRAPHICAL USE ONLY. CC 1. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING UTIUTES.ALL PIPES 7. MANHOLE OPENINGS ARE 30'AS PER TCEQ CHAPTER 217.55 In AND UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED TO THE GINS T. ALL AREAS DISTURBED BY THE CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR B. CONTRACTOR TO INSTALL PERMANENT MARKERS AT THE END OF ALL SEWER LATERALS, I- SATISFACTON,WITH NO SEPARATE PAYMENT. BETTER CONDITION THAN AT THE START OF CONSTRUCTOR.ALL REMOVED OR DAMAGED PER HOUSE LATERAL DETAIL DD-B54-Oh. Q 2. PAVEMENT REPAIR SHALL BE PAID FOR ONLY IF THE REPAIR OCCURS OUTSIDE THE >>Tn LIMITS OF PROPOSED STREET EXCAVATION. TRENCH RESTORATION, ALONG EXISTING FENCES IMPROVEMENTS, LANDSCAPING, SHALL BE REPLACED BY THE CONTRACTOR AT 9. ALL 6'SEWER LATERALS WILL BE SET AT A MINIMUM 2%SLOPE. >Q PAVEMENTS THAT ARE SCHEDULED FOR SUBSEQUENT STREET EXCAVATION, SHALL NO ADDITIONAL COST TO THE OWNER,UNLESS OTHERWISE STIPULATED IN EASEMENTS. 10. TOPS OF EXISTING MANHOLES SHALL BE ADJUSTED AS NECESSARY TO BE FLUSH WITH W X 2. INCLUDE REPLACEMENT OF BASE WITH LOW P.I. MATERIAL THAT IS CONDUCTIVE FOR ALL TRASH SHALL BE PICKED UP AND REMOVED AT THE END OF EACH DAY. PROPOSED PAVEMENT ELEVATIONS, AND TO BE 0.50 FEET ABOVE FINISHED GROUND I-W QT SALVAGE. 3. CONTRACTOR SHALL VERIFY ALL SURFACE CONDITIONS ALONG THE PROPOSED ROUTE ELEVATIONS IN UNPAVED AREAS WI71H WATER TIGHT LIDS. L1)~ I- PRIOR TO PREPARING AND SUBMITTING ITS BID. 3. TIES OR CONNECTORS OF PROPOSED STORM WATER TO EXISTING MANHOLES OR Q'i. O EXISTING UNES SHALL BE SUBSIDIARY WORK UNLESS PAID FOR UNDER A SPECIFIC BID 4. CONTRACTOR SHALL COORDINATE SCHEDULE, PUBLIC NOTIFICATIONS, ETC., WITH CITY ITEM. PUBLIC INFORMATION OFFICER. Z 5. WHERE THE WORD 'PROPOSED'. 'PRO'. OR 'PRO' IS UTILIZED IN THIS SET OF Q 4. PRE-CAST CURB INLETS.IF ALLOWED SHALL HAVE CAST-IN-PLACE THROAT AND TOP. 0 5. A PIPE COLLAR SHALL BE USED WHERE PROPOSED STORM WATER IS TO BE CONNECTED DOCUMENTS,IT SHALL MEAN NEW CONSTRUCTION TO BE PERFORMED AS PART OF THIS 2 EC TO EXISTING LIKE SIZED STORM WATER PIPE. COLLARS SHALL NOT BE PAID FOR CONTRACT.' THIS NOTE SHALL NOT REWIRE PROPOSED', 'PROP', OR PRO'AS AN L.U W SEPARATELY BUT CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. PIPE COLLARS INDICATOR OF A REQUIRED ITEM. m(n Z SHALL NOT BE REWIRED AT TONGUE AND GROOVE CONNECTIONS WHERE ENDS ARE IN 6. ALL AREAS RE-GRADED BY THE CONTRACTOR SHALL BE PROVIDED WITH TOPSOIL THAT :M W C000 CONDITION. IS FREE OF DEBRIS.BASE.ASPHALT,AND CONCRETE. CL 0_ 6. ALL OPEN EXCAVATION SHALL BE ENCLOSED WITH ORANGE SAFETY FENCE AND 7. EXCAVATIONS SHALL NOT BE MADE DURING OR PENDING FORECASTED INCLEMENT CC BARRELS. WEATHER. WATER ACCUMULATORS EXCEED 1"SHALL BE PUMPED OUT AND UNDERLYING W O 7. UNLESS SHOWN OTHERWISE IN THE PLANS OR SPECIFICATIONS,DEWATERING OF USUTY MATERIAL SHALL MEET MOISTURE AND COMPACTION REQUIREMENTS PRIOR TO U UNE AND STORM WATER WALL NOT BE PAID FOR DIRECTLY BUT CONSIDERED SUBSIDIARY PLACEMENT OF BEDDING,BACKFlLL,PAVEMENTS,OR BASE MATERIAL. [[ TO THE ITEMS IT MAY BE ASSOCIATED WITH. 6. CEMENT STABILIZED BACKFILL FOR THE UTILITIES AND STRUCTURES SHALL BE UNIFORMLY MOISTENED AND MIXED PRIOR TO PLACEMENT. REQUIREMENTS IN THE B. WHERE UTILITY AND/OR STORM WATER WORK IS PERFORMED UNDER AREAS OF THE STANDARD SPECS AND DETAILS THAT CALL FOR 2 SACKS/CY ARE REVISED TO 1.5 Z I EXISTING ROADWAY OR TEMPORARY DETOURS THAT ARE REQUIRED TO CARRY TRAFFIC SACKS/CY. W Lig PRIOR TO COMPLETION OF THE STREET IMPROVEMENTS THE CONTRACTOR SHALL APPLY 9. THE CONTRACTOR SHALL MAINTAIN AND PROVIDE SUITABLE TEMPORARY DRAINAGE Q lB SURFACE TREATMENT ON TOP OF THE BASE OR BACKFILL MATERIAL UNTIL SUCH TIME F THAT THE PROPOSED PAVEMENT SECTION IS CONSTRUCTED. THESE TEMPORARY ALONG. ACROSS. AND THROUGHOUT THE ENTIRE WORK AREA INCLUDING TEMPORARY I I I ? PAVEMENTS(INCLUDING BACKFlLL BASE MATERIAL AND SURFACE TREATMENT)WILL NOT DETOUR ROUTES AND TEMPORARY ROAD WIDENING DURING THE VARIOUS SEQUENCES OF Y BE PAID FOR DIRECTLY BUT SHALL BE SUBSIDIARY TO THE BID ITEM TRAFFIC CONTROL. WORK, UNTIL SUCH TIME AS PERMANENT DRAINAGE STRUCTURES ARE COMPLETED. THE 9. ALL UTILITY VALVES SHALL BE ACCESSIBLE AT ALL TIMES EXPENSE FOR PROVIDING SAID SUITABLE TEMPORARY DRAINAGE INCLUDING Ji 10. TESTING AND TELEVISING OF ALL LINES UNDER PAVEMENT MUST BE COMPLETED BEFORE CONSTRUCTION OF TEMPORARY SOURCES. INSTALLATION AND REMOVAL OF TEMPORARY RR PLACEMENT OF FINAL PAVEMENT. PIPES AND OTHER ASSOCIATED WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL .oe N4'Wq IM.DM 11. ALL UTILITIES PLACED WITHIN 10' OF EXISTNG PAVEMENT TO REMAIN, OR PROPOSED BE SUBSIDIARY TO OTHER BID ITEMS. PAVEMENT REQUIRE BACKFlLL TESTING ON ALL LIFTS PRIOR TO PLACEMENT OF PROPOSED PAVEMENT AND/OR ACCEPTANCE OF UTILITIES TO. TRAFFIC CONTROL, INCLUDING BLUE BUSINESS SERVICE SIGNS, SHALL BE IN PLACE F BEFORE CONSTRUCTOR COMMENCEMENT. worm=a Aw= 1 MEET 2 d 13 ! ••m,00•1.��_ .... .., ,._.,..e.,...,.=ILdW.MKe.v.v.��.__...,t�.o,.....®.�.a..., _o,=,.Im....0......_M,...A. PRELIMINARY 1 w a a 11 TESTING SCHEDULE DESCRIPTION RATE EST. QUANTITY L+I��b SOILS: STANDARD PROCTOR-TRENCH BACKFILL PER MATERIAL SOURCE - STANDARD PROCTOR-SUBGRADE PER STREET/MATERIAL - DENSITIES-TRENCH BACKFILL PER 200 IF TRENCH/LIFT - / 4 DENSITIES-SUBGRADE(ASPHALT STREET) PER 100 LF/LANE/LIFT - DENSITIES-SUBGRADE(CONCRETE STREET) PER 200 lF/LANE/LIFT ILIs/3Uxs DENSITIES-SUBGRADE(DRIVEWAYS) PER 2 DRIVEWAYS - 0 ' DENSITIES-SUBGRADE(SIDEWALKS) PER 5000 SF - DENSITIES-BEHIND CURB AND GUTTER PER 200 IF - ill i FLEXIBLE BASE: O2¢ SIEVE ANALYSIS PER 3000 CY - "i Ca ATTERBURG LIMITS PER 3000 CO - #3 tt MODIFIED PROCTOR PER 3000 CY - 1,, . L.A.ABRASION PER 3000 CY - W CBR(STANDARD) PER MATERIAL SOURCE - C Ul N WET BALL MILL TEST PER MATERIAL SOURCE - W TRIAXIAL TEST PER MATERIAL SOURCE - 4 0 B 1 DENSITIES OF COMPACTED BASE(ASPHALT STREET) PER 100 LF/LANE/LIFT - Q Z B; DENSITIES OF COMPACTED BASE(CONCRETE STREET) PER 200 LF/LANE/LIFT Ct wW i b DENSITIES OF COMPACTED BASE(C&G) PER 200 IF ERG - 6 HOT-MIX ASPHALT(HMA:) ��6 1 EXTRACTION,SIEVE ANALYSIS PER 500 TONS OR DAY - LAB DENSITY&STABILITY PER 500 TONS OR DAY - THEORETICAL DENSITY(RICE METHOD) PER 500 TONS OR DAY - `Z TEMPERATURE-DURING LAY-DOWN CONTINUOUS AS NEEDED - r THICKNESS-IN PLACE(CORE) PER 1000 LF STREET - Q IC AIR VOIDS-IN PUCE(CORE) PER 1000 LF STREET - 2 S THEORETICAL DENSITY-IN PLACE(CORE) PER 1000 LF STREET - CE CONCRETE: ~ (UNCONFINED COMPRESSION.T.IA.&28 DAY) �jQ CURB&GUTTER/CURB PER 500 IF C&G/CURB - X W SIDEWALKS AND CURB RAMPS PER 4000 SF - 1—W DRIVEWAYS PER 2500 SF - Co~ a CURB,POST&GRATE INLETS PER 6 EACH - Q 1- W BOX CULVERTS(CAST-IN-PLACE) PER 100 IF - CO U WINGWALLS PER EACH - 0= to STORM MANHOLES(CAST-IN-PLACE) PER 2 EACH - J L) Z RIPRAP,APRONS&S.E.T.R PER 4000 SF - ?j H MANHOLE BASE/FOOTING PER 10 EACH - _d Cl) RIGID CONCRETE PAVEMENT: w CC w COMPRESSION STRENGTH(7&28 DAY) PER 2500 5Y OR DAY - g >U FLEXURAL(BEAM)STRENGTH(7&28 DAY) PER 2500 SY OR DAY - CC AR CONTENT PER 2500 SY OR DAY - Q SLUMP PER 2500 ST OR DAY z *"a LU 1. THE ABOVE TESTING RATES ARE ONLY ANTICIPATED GUIDELINES.THE ENGINEER RESERVES THE RIGHT TO > 1 PP. CONDUCT ADDITIONAL TESTING AT THE ENGINEER'S DISCRE BON.RE-TEST FOR FAILURES ARE NOT INCLUDED. Q 2. MOISTURE CONTENTS TO BE INCLUDED MATH DENSITY TEST. I ab 3. IN THE EVENT OF FAILURES,ADDITIONAL TESTS WILL BE REOUIRED.IF EXCESSIVE RAIN OR DRY PERIOD I I TT OCCURS ON A PREVIOUSLY TESTED SECTION.THE CITY MAY ORDER RE-TESTS AS NECESSARY. 4 ABTrp. 310I0-00 R. R2AFWR OUT 5 WF AL o)CRAM M13 ;Co' e10401101.a,no,In Ump.K...R.yntr,ELER,R.,,r.,.®.R1111M,.SS6+<,«.>,..,.m..o.ta...m..Ilin pain MOW AO..R.".01,10461I..0.1.M.m Mell.o.. ...1/000I.0....01..........dt.01.01••. PRELIMINARY I CALLED uas.o ACRES �_ r I 7111!(; r `!� .SHEET 6 swc,-'GP Po 1 I u lod zou F I SEWER LEGEND Iiiml I u Es 1 SERER,%lo, "Rv PROPERTY/R.O.W. —_ z9 wPR, I R R.dN.WE 9�iri'� .v ro I ,>.00 ,.99 . ',. u _— o0 6 ■■ 1 x — e (ooc. ) ————_- oo� w� ——— 's—r— ——�_— --- — EXISTING DER — —"--7�— wEdx s.x o,nE 4.90 -.. _. I HAVEN DRIVE vxavosro sEWR • y TO Rai y.M __ __—__ —__—__—__—__—_ 2 � s[ .s 1. - I PROR,a.p a _ a [vrsnw e'vxc ILIS/20E1 �— 4`aR» I (C 999)w.TERUHE L— —� ..................... — I I:a«ES":DPo MP P)vRCTP 9,.m1;, 5Stttilef I Z 5 1 I. -I— —I3C :a xx W WZ I 4W g; �a 6 LU 11111.111 (ooc.Pua 2020 40.DP.R.) I o: 3 r T 1 Cr' SHEET 7 I I SP-ET I L1.I Am xi I nu`s ACT >CO m 4— APPROXIMATE LOCATION x LOT IA n s99Te:E7,:. e... I.Pe.UN x. r' �,9.4 PG�.oR , I W a ° wI P• E. Ex, .R. CO U W zz ..o _ .— —'—--- -"B . ....__ ._ ..,H E_H ,..�� ..9.e.,_ Q O DCAP(DAV) _ ._. a.� HAVEN DRIVE R �,u..nq,.9n.9H H zx ¢,a REDCAP Imp m U d \ .»«Imw .u a 9.z .E co 1 .w\ ° " 1.0..w„I o nt UNET CAUTION!' O_Q to — _—__ a,�a� io-9ooi w.,ER�xE r CC tu ELECTRICAL DOCIDANKS.LANDSCAPE IRRIGATION'AMITE,AND GAS LINES ... ---------„,A1u6K DR. ENOINIER IMMEDIATELY AND PRIOR TO CCNSTRUCTI..THE CONTRACTOR CALL D 25201 AC Y OF CORPUS SHALL CONTACT 1-800-01D-12SS A DIRNDL OF RS HOOPS PRIOR TO THE a START OF CONSTRUCTOR ANY DAMAGE TO BE ,Rsx NT.Ns oR xoS EXPENSE WHETHER RE UTILITY Is DONN ox i 9PRx11) 9xIDE R.Hd s d 9 9E w a, ;; "�� � ` �� 1 1——J TRENCH EXCAVATION SAFETY PROTECTION: T µo,�CONTRACTOR'S INDEPENDENTLY RETAINED x 9rzE ��ZA 9N,9E9Eµrµ ETM�aExEN, 9E,Kw _I4p 7' HE I i i RINFocc TRE TON MO THE ANTICIPATED INSTALLATION SITES WHIN NCH .T 9 » •. SWETT PROTECT. SYSTEMS. PROGRAMS AND /OR 1 ,uoso 1000.NO..mH.oaanc.OPRNC)is ic, AND/OR PEXCAVATOROCEDURES roft THE PROJECT DESCRIBED N TIE CONTRACT DOCUMENTS .T.I RACTOR'S IMPLEMENTATION OF 'THESE PROGRAMS wrt�MEMO.9. 13 7. I SAF 5 I KS MAW= ACTIV.... I 1 C.SOLTAN1 SHALL IMPLELPENT A TRENCH SAFETY PROGRAM IN ACCORITIES OrANCE N9 R9U.",w9Rx NPATH OSHA N.N9RDS .ROU.b,RExdH EXCAVATIVERNDIC THE PRESENCE ON. .EC ROD of TY PROTECT.THAT COMPLY 1MTH AS A WRAC,OSHA STANDARDS n.ppg, spy 13 se na I • ADD Ramo,a mum_i.,.mmmo)Mare.IMI4.,.,.mi...m..WWE.NwW W,tar.H.. .o,z...R._wx....,.MN.......xo..®w{AMU 1.1440..d•4. .sw....x....,_.,...,,......... PRELIMINARY A VNIWIl3Hd .............r...m............,r sa...VI•.Swvm...+..3..riw4.•••.toms..u••••••••••••••IV.MOO.Mk.....n a31/1MN....o...,...am.a.wvvo®;.8 01 la S 33 ..,w.nrv0-.'�'s 00+L1 00 8 06 L O I+ + + + + xo.,r3. .�n«�<..�..oNr N ON x 1.0.000 moo IN. ,r N...0— i";,r. - .0..0"' >e„ - OS+O 00+0 OS as 00+6 + 00+8 0 L �YOS+9 00+8 OS S OOI S OS 0 OOI 4 OTE00+ 9$ ----... +Z OS+L OO+L y --- Kt lili � ,�� %§,.. x90/ r�so`1003 sN0391 0,0„0x. .,,r.'rs�0 r0., 5 F s is g,, v 3 rs 5N0�0::131131�a1 11300'°NrN3.3tlan:"° loam. 04 , — t L 3." 10 e 3mu N0./i u04 1 I 1 I I 0 w = wn3 O.rlw. 301 s.w13:w /0nr'.wourusno • ; I 1 D 3NO11O31OFJd A13dtlS NOIltlAtlOX3 HON3kl1 t- 1 gg i 54 1 I S4 i D .o , ,.N, ,cn ill 1 h.i [1 z re3x w0 w i�r I j9 0 ,1 En f011 l Drnvs":1-01,009 iiN ,rM _—_ y�cu 30 n,n.nr ` D .olo.un03 w of Now' .nN.NM13 09 3ua`.".•aian alea --reorst � +__ _ ---- 3"."'_u- '°`-—, ----- - : s,e..0 -- j OS 1 A< CP 33 rn r„w..7 „r 31r301 O1 03.1n3.3a �" 111 €1 .xe3 3,.,.3 .31r.O1 ow. 10Nt'grIVZZ,. m v v TMuNollntlo SS — — — 1— 55 COm me �I T 0 m NM r a.003 m .NNOm M.,1.13N 0...d.......3w..N.r..01.0 ev m c�r .,.31.x„.003„rx..010r.,N0,S3.,3..33,3 0,..3, . I ; m; 1— PONY.30x,0.".0.Ip.„000r3 WY.3:r.3.3 01 m 1x03 M y C7 311S3W1Ill 0V3Hkd3A0 _— _— i_____ _ . -- _—_ —__ mD _ E — — 9 �Z �* 09 $� i e. -13 —D S-.[ 31YO51V711tl3A ,.--. 0 x — «ou a0 0" Cl) AS-.l '31tl0$1tl1N021HOM • 9. D • yD 33 m OL i — — -- 0/ m • �; I z VC • '� aA ! dew �.A SL • t• .tF 09 �� RC113w3sIwvr OS s sL id a� IQ ------------ 9 (3N 00m ,n.....n..,,R'�81 , .. S 0i.i1100. 03 9^° ('..„1:„,. [VIP 0P 1 In" . .�1.19.0"e".t:' ..ew N,N.n.31r. s N0003.0 NI s3oNrro n.3o,01.u3r.3No3 ........ (K.e)3.. 90.911 [i0[3ti)R3 - - _-- ---- _r —.--,. _.....— «0i3i1i,.3 _ Y. -4 -7S3 -1- Nab 03S0009.1 3Nn sr0 aus.3 NNLIVII {� ' 11930113.9.,0 xw .- xo. nao 03.,.e.°it•. Of 1 nC 3ne��n a --- — a�ui�ii ietl -�--- -3Sssa, -_--__----__--_ .nr.31+»l of wirvunm �III�.' ON3°J3l tl3M3S > — —'-.00.0 VOL`—— ——00 0— — —00.e-—t: p.et I I 939 • • - _ ,re.-.r3,0mecums..,.3.e0.e .,,33N3Nrs.3. • • m i (.'.eeamocma 0 xa) rx a 25 W.I.3M U� 1 [1101 ('Ya0 MO.t0iiai'0 30a3 sun.099191 03nn 1 gW.-w(-03 1a3a Tin.-m50"&J&a I 1 I 0 I a c a i.,s; D. x'[ i°°' tap CALLED 1.57.5•0 ACRES [.tnaa%.sa (°°c.vxa.x°>mzaaaa°.v.S.)DEVELOPMENT.LP It1/1906SS. Ginu9e.as M : SEWER LEGEND MI'�� ,:E,WNW CLEW SPACE ���,4 a w Ex was wn a nx°_ < °A PROPOSED SM. EMEND ww°° � ' LT,,i 'ow[aw:a> — „— —4—— a° Px° --1 I HAVEN DRIVE "PPS,1 7..',Z f w,r[n;;A"..xu[nw[ °r,uxwuu c[ux sync[ v n uxuuu run ssnt2 e[M[u w145:w um BE W w,s,EwA,[R,NS I .nrtw:urrz,s,nuc,urz[ ——Ic-[m)1M0ww,[- 1MAIN MTH LEVEL.R.OR LEVEL.A. 0 CHANG:5 IN DIREGOON ANDI °x .°' CHANGES N awE[rtw [w[x °S. W mw ;; WZ �° f aW 55a GNR'AWSMEHWE lei 3 80 ` '°° 80 i I S s 1 e• I 75 a it 1 • w r— , CC °� __ w• 65 T T r —�_ en 1- • • • 1 $ 1 — 65 w Qz 8 HORIZONTAL SCALE: 1'.55 I— —] so d~1 • • I40:,^ O VERTICAL SCALE: 1.5' Z N w • I _: y' .--_ -r_... z U 2 W • '=H �O ¢I ' 1 it, �j w 55 f 1 : — ' ..-----A-- 55 — CAunONU 0_a w ••• . , i 1 i , CONTRACTOR SHALL BE KOVNO ED LOCATE ALL PUBLIC CR PRIVATE ...CC Ct t 1 .. ` MURES INCLUDW DUE NOT LIMITING TO: TELEPHONE:"° i ELECTRICAL DUCTBANKS.LANDSCAPE IRRIGANON FAMINES.ANC aO »ia•diF • >�� Mr20 a w.. IaI: 1OHF:r[ we lw rr 50 TH,AND F I - — — + — : — . _ aQ II z• I AT CONINACIOWS SCAL EXPENSE WEINER NI ARCM IS SHORN ON Z ¢ • •• co $ 45 1 — 45 > Illiiill is ' i TRENCH EXCAVATION SAFETY PROTECTION: > No/w 25 I DES./�[onec�xcui surn`iw Ea`uE'�,RETAINED ao a 40• PROECT WORK AREA 0.1 ORDER TO.LIPLEMENT CONTRACT:WS WENCH RAT x _. x AND w 411 g Pa RE ea gig &s aa'..a a'a 612 �s a!e ..F nh ss ais a.,x'im xa ffiffi s�ffi , AND/OR PROCEDURES SHALL PRON.FOR...X TRENCH EXCAVATION , _a8 I ` ..x ffir �i� 91�1i gig gig ffig --ffi0 4 ffig ffiig �.g e ffiIA ffiffi ffiA ffiiffi ffii0 ffiffi ffiffi 9S .ociou:':ra`:»[vnoRO..c�;'owEacne".a,~E"�°°xw,«.wc, lEt3:.?,L-I,z SA/ITT PROTECT.MAT CC.,M.AS A WWI.0.A STANDARDS d5 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 CONSULTANT SWELL IMPLEMENT A TRENCH SAFETY PROM.. IN nACCORDANCE WITH OSHA SEAWARDS GOVERN.ENE PRESENCE a,�,[aw xw.°°n:awnxa:Na N,N°,wa,w,[Exaxa.un.w. m6 0f 13 [1# aP....a no..awaAMow. ew,mawe..,.,..e.r.e.,,eme,..e.,.®.aw.Rwe.ma.moaRo..w..m,womr,®..os„ow.a„. .w®....._a...r._.,.....:.. PRELIMINARY . . .._ a ,_..„:„... f w APPRORMATE LOCATION ERVOL�Ree.Pc ooa,oaut) C ISO. S IM M -0 CALLED 6T (roca. 0.rcz[zzaP21 Oi.P°P.R 20030613 SEWER LEGEND M"'mill u',,TfN a ga >Ra E aa. "" 8PROPERTY/R.O.W. C.,: ..T ... EDC£OF tf FT WHAM CLEAR-SPACE 1 twEIOSTLEG GAS LIME " Rcwro n on Ez rva nvEwAV747:WSRAR 0 Wiel d w �.2 RI E•STENG SERER co —— °o— 00'� R-�L1 -.:HLH o. � ProF t ) —� PROPOSED SENTR s w ' -- Pc ;._ -T - - --.---- -• a;�pso c ) LICE 1@,a, =PACE I SEMEN WASTEWATER 40 1111111111 f a,___HAVEN DRIVE Or RATER INTRASTRIRCILIRE RATER xraASTRucTORE \ (�aoie°I w,rza�w[ I '--,....,,, I Z 1; a� 9 TO W:a ��a I O 5 3 ,0nCHA J a.WORK N INS AREA EE_�r=R ao Pa°a,a<� ��a� I ; ''- CHANGES IN°aE na O W 1: w"� \ate • Z I f Ww... aZ A. • TAR.EWER WE 80? �.__ ,• • Ti a0=L°o 80 • • • • • il • • 75 I I 1 $ • • • a x @ I 75 L• MS CONTACT:PRIOR TO• ITEL_C 'zKwERabRUR.cow 1• ILT- 70 • • 65 z HORIZONTAL SCALE: 1..50' (I) ] • • • • • VERTICAL SCALE: 1'.5 — d CI 60 $a� • • nn,new• • wa • • • is 60 co z~ ;wiLOWY m w 55_ • P ) (n 0 I '°`iwa=6).o,00 a 55 cAunowl o a W 50 } 50 Q RER o0 m :w tF • • li CONTACT 1-000-PC-TESS A 121126/02 OF RR HOURS PRIOR TO THE 0 I.Y. 1-1 t I . • , : START OF CCNSTRUCTICN.ANY DAMAGE TO EXISTING UT,ITIFS SHALL BE - 1 !AT CONTRACTOR'S 0000 PLANS OR NOT. EXPENSE WHETHER via,r s SNORER ON z. . 1 THE SOLI RESPONSINUTT OF THE CONTRACTOR AND THE REPAIR SHALL BE Q 45 I • • • w F i • • • EXCAVATION SAFETY PROTECTION: Q 11 _-- OPITRACTOR ' AND/ • Pt CONTRACTOR'SINDEPENDENTLY RETA INED EMPLOYEE:� asTMcrz°ausNYraPER w„ • K ' a T ' =11e-i Ng ; S RA a col. Ai; s AIN is :• : ?_ , :'s :Is aIs g1=1 uoEc:,,:oaRE sw,uxvE Noa, arzTaa R,vA,aa ,:8IRu;% a!: a E n 9, e: ,a -,aa as 4iE 8a „_ AN a:: Sig a$ w.R as 9g Rs�b3. CON S. OSHA STANDARDS o ' ` : i i El I , L CONSULTANT ° E1.17 C" IN 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 $29+I50 30+00 30+50 31+00 w rawc„A,waa°„acoE °o,n.xsaR...us"P TRENCH aa,°n..a,"camc,.„+a,or E °-7c:—,7— 3 sc/ I'.a.n, ::131:....x116,B110+:a.2.:®6a:...,.UMat:..M:.N41181n,:N.o,..an.A...on.aANEmm.a..v.rTP..t..aR,... moTENTEAT FL REER.E0Nos mem ATAANLEN sEarAm.smosomETNERTEL.a,,..A....>-. PRELIMINARY 1 e I 3 " I SEWER LEGEND I � 8 �.EA... R�Rnp..wAR —— , : ..R..E.,�Aa a►t.�v ,� °E1:,,u.�%A.. EXISTING N. ., L. e L 1 EXISTING SE w i po - >,.w-- V . °-- -----'�' `:10o sa.00----- - .w� ,.5r.G WATER l __ ao�- o0 LI ro , -..s EA .... RN,ROgO VIER WATER "' '------ R"E cma':ei-„'{.- _„♦�1-._._-_'^_-r._ -.-aoo�isonasei—.__.�_u_ _ ,.�' -... ...4.� �,� x m ,R. I REwORE...nAEc W,o.tRw ' U _-_ -_- _--. -.__- <w,n.C,w roEAPgY wAmC IVISnOSS RAVEN DRIVE a.AR_.A� or] ws R rz. wR.� R`r1 m,RAflp.lq AI. YP.afYCM[ .A,ER:NR7Arl CI= 7 �d = 1; WIN SUL .ANGES IN pinc-riceu w..�WDPACE :..REERw LEVEL'EF f roEOW " r a.:.�tR�RR. ,W R,ET 3 a, 1 CALLED r OE'C US W INC.. I �W OPRNCiw> 1 I WZ 6$ 4 f qZ E pOC NO..200080mo.m.Nn gg I i3 ,s SANITAm.SE..ER LINE 80 STA a,...,,.Ez 80 „ (z I 75 i a• g€�.Q' &.@ 75 Q .1 il g CC —I J LT- --70 _-� • 70 W Q • ss i i � 65 w Z s �. IL 1 — HORIZONTAL SCALE I.-SU ~ g .I ! I VERTICAL SCALE 5 Q a p I • � :i0 ro - <Ui • u. I 55 m _u R4E J IA"aia• j tu!n ».. Om — _ 55 I cnunoNn a s..-_.- --_- -. CONTRACTOR SHALL RE RAaxL.,O,UIT NOT LIDDING TO:+,iR"sETi:a OWES ILI re.OPTIC LINES.sim uc.r.ELECTITID SECONDARY cacmc.PIMA.ELECTRICAL DUCTRANKS.LAWS..IRRDAT.FAMINE,ONO GAS/WES ?0U +_ I I t — a— CC rt I r 5 r I • i ! ! E...s MOH,.A 0.,,.N.rol... w < ` j j .,E.E PLANS w.O, s`dd 45 I - - 45 uN.,w. a > 1s I TRENCH EXCAVATION SAFETY PROTECTION: Q CONTRACTOR'S wEPE.oE., RE, 1 i a� 1 w`; urz;..0 raR.E„w .` III ME I -- • — I I - - t 40 ISFORIAMION AND THE ANTICIPATE) aNSTASLATION SITES WITHINTRENC B ac s:. aIx �s gig a sla as :ia s^ sa • XX s! „!s ale a F�;'g= CR ExcAvAnco. ..ruy PROTECT. SKIED, PROOF/MS °;SYSnMS.. PRC I E,.'R- t 'si'�1$a R $�$ $!$ $i$ $I$ $$ $I:$ $;$ $,$ $0 gig $: $. gig $B a aqul'arobl= ANuFae oawRESSA.,PROTECTION TMa"R`,.`AT<L"nO PG 41 d 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 NCH WELL PROCRALI IN AC,R.„Es a= Ns.w.NO...MI I�L A,uRA,RN. aLDa o,AM13 •. r WED roma me sum wa Es IE.an.Ewa=.. .,T..,..mm..,.e.,.T.:...o.......no.>.w...w.r,..,.a..e.R.de.lamE...o............,.........,....,....,.,.. PRELIMINARY ' UNPAVED PAVED ,NI PROVIDE NEW RING,COVER AND STAINLESS I THROAT OPENING'. SEE PUNS&SPECS FOR N STEEL(SS)INFLOW INHIBITOR REQUIRED DIAMETER MANHOLE REQUIREMENTS a 12- I 3,000 PSI CONCRETE COLLAR(PROVIDE -_-- PIPE DIAMETER MANHOLE DIAMETER HOPE RINGS FOR HEIGHT •• I REBAR REINFORCEMENT 3-TK BARS) 516- R' ADJUSTMENTS(16-MAX) 16-K TO 530' 5' PLACE CONCRETE TO TOP OF CORBEL 1 I 1 HATCH EXISTING 36-0 TO SIY 6' (CONC:IV MIN `�f ....61NIFNRINIr. NLIAC:3-MIN 12-LIMESTONE RASE OR APPROVED 7.�'1\ )\i�N�rl`r`�ri\�gYi;��;, _-�= IIIIIIIIIIRIIIIIRR� RISE INTERIM.(T.D,T ITEM 2aT APPROVED COATINGS TABLE N:‘,,i,),1,.,R.71„...,.1 TYPEA GRADE 1-2)IN NO CASE MANUFACTURER YODEL NAPE L LNJEFFCOAT JEFFCOAT 326 g WALL*1114 TBE\ii\A/ i5 h�- THIC BE LE OF THAN THESEALEDWiMPRAB pY RAVEN LINING SYSTEY RAVEN/05RUBBERET AHICCNESS AF THE EXISTING\\� \r`� �r�"4%r� ADJACENT BASE. SNERWIN WILLNMS DURAPUTE'PROVIDE CORR05I01(' 1 \/v'CIN��/...,.O`) -FINAL BACNVILL i0 BE SELECT GASOLINE RONIM WE 309 �pl��'}yI>,� RESISTART COATING PER�r ���■ EXCAVATION COMPACTED IN 6- /J���'A APPROVED COATINGS T,T,'/ LOTS TO 95X STD PROCTOR ADS: !Y Yl TABLE.QU CONSHIEID DENSITY COAT ALL CONCRETE SURFACES INCLUDING BENCH&WALLS. I110WMO R COW CONE.ADD THE ,,�\\ V y \\r\`, FLOwABLE FILL 12- PRECAST CONCRETE .T)'� j�\ ABOVE CONNECTION SErnoNS ASTI C-478(28 '\`?>��o..o:'oS !rr�iri`G i ALL FRTINGs 51MLL DAY COMP SIR S AOR P51) ``r'`..•.•,• SLOPE II�I✓�\/\� BE STIR 26 1-/FT. I R5/2121 DARAFRL ADDITIVE NI '•- - IiI g'i 1YI__ (TOO P51 YIN•28 DAYS) S SEE PIPE /� 1, 101 DEfNL MINIMUM WALL THICKNESS. )��-TAWN-5"WALL FORM CONCRETE FOUNDATION. I. 5'MH-6-WALL a;;; ;:: % 61 % %// • I DESIGNED B!\' E\G /♦, \ - 3 AS REQUIRED(12-MIN)IF ®-�•.•• I6. 12- + GROUNDWATER IS PRESENT . Q UAW E 1 COMPACT TOP 6"OF SUBGRADE TO "�•_� '�"� 'il 12' 6 95X PROCTOR DENSITY AT A3X •-/- Z OPTIMUM MOISTURE ASTM 0696 i‘�Vt�t �V!\„,. I\ • OWAS 6.BARS OCE Ow 0 :1 OD♦2' 6 CONCRETE MANHOLE q Z 1 6 Morrow6E ��1 soNOIIJ E OR )-N RETMRs MANHOLE BOTTOM SMALL BE EQUAL TO FORM 'A'SHAPED WITH CONCRETE M., - Cam.COLLAR ■ 1 FAD BEN) GROUT;SLOPED 1-/FT TO OF Y,M. OF Y.X. m. PROTECT DEPOSITION TO TOP MANHOLE WALL(FIBERGLASS OF LARGEST DIAMETER PIPE Kill OR CONCRETE) WATERPROVIDE� ER SLEEVE SEAL OR E _�� I,TOPE AQR15f11FNf I I 4111 ll 2• Et HOGS(16•WX.) Z �' PROP.PIPE -� BELL OF PIPE CI I- I�„ ,1',)AL Q Ilta. 6-MIN. NE I Ilk_ NATURAL GROUND W ..- I- CONCRETE 12- wAw, OF FINISH GRADE PAD DIY RADIUS o .) NOTES; IML \ W I. INSTALL SEAL IN ACCORDANCE WITH MFGS.SPECS. Q Q P�II 2. USE RUBBER SEAL ASSEMBLY APPROVED Br — 6- \• CONCRETED JO P51 >En � UTILITY DEPARTMENT.(TPSMHA OR PIPECONX OR CONCRETE PROTECTION W Q CONCRETE p1 W X WASTEWATER MANHOLE(BOTTOM) PIP SEAL DETAIL E FIBERGLASS —�•REflAR LIRCDAR DES.AT 12 INSERT A TEE) .O.C. (n Nor TOSCALE NOT TOSCALE 111.11110. CO w0 MANHOLE PROTECTION IN UNPAVED AREAS U= w GENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) m j w NOT TO SCALE CL O. 0 I. THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND EXAMINE LOCAL CONDITIONS } TO BE REQURED,COUNTERED.ALONG WITH OTHER RESEARCH THAT MENTS TO BE ISECTED,AND NECESSARY TORMITS AND ENSURE THATS TO BE THEW 0 T= 16-CONK. I • HDPE ADJUSTMENTOrMAXRINGS CONTRACTOR AND THOROUGHLY A UNDERSTANDS THE PROJECTUNTAND IS FULLYT AWARE OF OF THE (18- ) _0 F CONSITIUCS AND CONSTRAINTS THAT MAY BE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION. ���—,`c-•-_. Cr Z 2. THE CONTRACTOR SHALL ADHERE TO ALL TCEO REGULATIONS PER 30 TAC CHAPTER 217 V- Q {pp AND TRENCH OR IS FOR EXCAVATIONS. _ - ' i Z (n SE J. THE CON mANuAL TRACTOR UNIFORMN TRAFFIC L ACES TRAFFIC CONTROL AND MUST ADHERE TO THE • j \ W Cd A. ALL FIBERGLASS MANHOLES SHALL BE MONOLITHIC WITH 0.50'MINIMUM WALL THICKNESS. EXISTING). FINISH GROUND IF IF PROVIDED OR REQUIRED.FIBERGLASS BOTTOM SHALL BE DESIGNED TO WITHSTAND GROUND Q HYDROSTATIC HEAD PRESSURE UNDER ALL CONDITIONS. 3000 PSI CONCRETE I 5. THE MANHOLE WALL PENETRATIONS FOR PIPE(8--15'DIAMETER PIPE)ABOVE THE SONOT CONCRETE OR a'3 FLOWUNE OF THE MANHOLE SHALL BE CORED AND SEALED WITH APPROVED SEAL GASKET USE UBE FIBERGLASS (PROMO REBAR EQUAL TO FORM -_ Oinimmwsimimil WATER STOP ASSEMBLY. MANHOL' REINFORLEMEM 3-/A 6. FOR FIBERGLASS MANHOLES,THE MANHOLE FOUNDATION MAY BE PRECAST ON GROUND CONCRETE COLLAR BARS)ttP.(MINIMUM) PLAT NG 41 SURFACE.(PROCEDURE MUST BE SUBMITTED TO THE ENGINEERING SERVICES _ OM MO. 11-00 A R CONSTRUCTION ENGINEER FOR APPROVAL.) _ 1_ _ toy T. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COATING ON ALL EXPOSED CONCRETE MANHOLE PROTECTION IN UNPAVED AREAS MAN __SURFACES,INCLUDING CORBEL AREA HOLE WALLS AND MANHOLE BENCH. � 1.1e[ -°Fy A B. FOR FIBERGLASS MANHOLES WITH WATERTIGHT BOTTOM,ADHERE TO ALL IMNUFACTURER REQUIREMENTS.FIBERGLASS BOTTOM MID BENCH MUST ALSO BE FACTORY INSTALLED. (RESIDENTIAL) a[ —DR 338C` NOT TO SCALE - - — 17Lo9 O(AM13 11 ..IOW.1[01 PO.1d...W.1e.A11...M...WA.EB.IMMHEIll.10 o,..1 fat.a...,._.®. IWM.IM,....s..,.M.,10.11... .11.1.............1.7..11..r,..,..., PRELIMINARY • FRP INSERT REHAB.3ATION OF FOISTING MANHOLE NOTES; W 1. THE CONTRACTOR SHALL FIELD-VERITY S. EXISTING MANHOLE E FLOW LINE,RN ELEVATION, NUMBER OF LATERALS,LOCATIONS,SEES,AND OTHER INFORMATION NEEDED TO REHABILITATE EACH MANHOLERING PROVIDE NEW RING&COVER WITH STAINLESS 3.000 PSI CONCRETE COLLAR(PROVIDE 2. PRIOR TO IING CONTROL OF FLOW OR MILIATING MANHOLE REPAIRS,THE CONTRACTOR SHALL STEEL(S.S.)OR ABS(RNNGUARD)INFLOW REAM REINFORCEMENT 3-/A OARS) PUCE BARRICADES AND SIGNS TO DIVERT TRAFFIC AND PEDESTRIANS PER THE APPROVED TRAFFIC INHIBITOR AND HOPE ADJUSTMENT RINGS CONTROL PLAN.AS REWIRED. 3. THE CONTRACTOR SHALL PREPARE THE INTERIOR OF THE EXISTING FOUNDATION STRUCTURE BY REMOVING ALL DEFECTEE GROUT AND DEBRIS/BLOC.AGES,MECHANICALLY ROUGHEN THE ENURE 12" INVE RT,ERT,AND CLEAN THE INTERIOR WITH A HIGH-PRESSURE WATER JET. II PLACE TO PSI CONCRETE TO THEE TOP OF CORBEL A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF THE RESULTING SLUDGE AND DEBRIS AT AN APPROVED SITE,ACCORDING TO ALL PERTINENT WASTE DISPOSAL REGULATIONS. I� S. THE CONTRACTOR SHALL USE QUICK-SETTING,NON-SHRINK CONCRETE GROUT TO SEAL AND RESHAPE _ THE BOTTOM.SUBMIT PROPOSED MATERIALS TO BE USED TO THE ENGINEER=OR APPROVAL. _ /�1�(� 6. PROVIDE COATING TO EXPOSED CONCRETE SURFACES WITH APPROVED SYSTEM TO PREVENT CORROSION. ��"',: _-- 7=IN . FRP INSERT SHALL COMPLY WITH ASTN D3753 WITH SINGLE PIECE MONOLITHIC.BARREL AND CORBEL g (A�\\\---. S.— ® CONSTRUCTION WITHOUT SEAMS,JOINTS OR SECTIONS WALL THICKNESS SHAWL PROVIDE AN AASHTOIIIII H-20 LOAD RATING AND WALL STIFFNESS OF 36 PSI MIN. B. CUT BOTTOM OF FRP INSERT TO FITEVENLY ON BENCHES OR CHIP BENCHES OUT TO EVENLY ' IAA SUPPORT INSERT. '?P A'. .A iJ REMOVE TOP CORBEL m 9. SEAL ANNULAR SPACE MOUND EXIST LIVES WITH JUTE ROPE AND CHEMICAL GROUP. ArkiX i OF EXISTING MANHOLE ff N L .i.s•_1 \ CEMENT STAR.JZED BACKL L • ,'J N R I p g / (1.5 SACKS OF CEMENT/CY) FRP INSERT j (EXACT LOCATIONS TO FIELD DETERMINED BY CONTRACTOR) \\ x . %..NUS 6" •�� PROVIDE MANHOLE DROP INSIDE Y.H.WALL I O -DOTSAE Y.M.WALL A \ .''% rib CONNECTION IF YORE E IXSTNO Y.M.MILL • El UMW 24-ABOVE FLEW/LINE 1=1•- .(BRICK OR CONCRETE) - AYIVW!} \ I'YIN. J CAREFULLY MEASURE AND AVE SSS►A • \ ='� HOLE SAW TO CORE FOR 2• FKL HARM ROWABLE FILL 3•-6• A CONNECTION(MAX DA-DDH1.) �� IXCAVAl10N WALL \ ENCH / _\\ L po SEE PIPE SEAL DETAILW APPROVED SEAL GASKET UTILITY MENT7. B• ' 0 \ AROUND _ RE- SLOPE I" EXISTING PIPE VARIES �.1 PERIMETER E%STING BRICK OR PER FT. , ` S TOCO REMAIN IN PLACE 9` C PROVIDE PIPE STUB I CUT EXISTING PIPES CONNECTING S IT i EXISTING BENCH (`� 1 OUT AT MANHOLE A, AS DIRECTED �� TO MANHOLE ABOVE BENCH CI W Y ROWABLE FILL WIIHI - � O W y DARAFIL ADDITIVE 6• I PROVIDE MSSION RUBBER CO(ENROL OR Z (100 PSI MIN.0 2B DAYS) PAR02 ARC)OR FERNCO OR APPROVED W 999 oil= = SEQUAL HEAR RINGS LNG WITH STAINLESS STEEL IJ ,w E 1 REM M OVE N 3"-6"DEPTH OF M 7 H BENCH Q V .6 AND APPLY WICK SETTING CHEMCAL PROPOSED FIBERGLASS I'OUTSIDE THE 4` GROUT(3M 5610 OR APPROVED EOVAL) INSERT W TO PROVIDE TIGHT SEAL A w^ EXISTING IN WALL OR 6 AS REQUIRED pa EXISTING CONCRETE FWI FLOWABLE FILL I' REMAIN lit FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL NOT TO SCALE NOT TO SCALD 111111 1 I/U'LETTERING Q (1)DA VENT HOLE M (2)1 1/2"CLOSED PICK HOLES CC ��\\" MACHINE EDGE OF RING N �I ROADWAYMMIHOIE RING AND COVER; I-- E~E1 LU 1. THE CONTRACTOR SHALL PROVIDE STNNLESS STEEL(S.S.)INFLOW INHIBITOR j(A = WITH SS TETHER SECURED TO MANHOLE WALL.SUCH THAT THE INNER LID IS > (n FLUSH WITH THE OUTER LID. W 2. TRAFFIC SHALL BE RESTRICTED FROM INNHOLE FOR AB HOURS AFTER THE En J PLACEMENT OF CONCRETE,AND COLLAR SIALL PROVIDE A SUFFICIENT,CLEAR 1/B"SPACE FOR OPENING TO ACCOMMODATE THE SPECIFIED MANHOLE COVER. Q INFLOW INHIBITOR _ 3. MSHTO-M-306(LATEST REVISION)PROOF LOAD TESTING IS REQUIRED Q F I— ��,7 (TO BE MACHINED) (KO.OW LBs)AND MUST BE INSPECTED.PRIOR TO NSTALLATION.THE CO W \ RESULTS OF THE TEST SHALL BE SUBMITTED TO THE CITY. A. THE MANUFACTURING FACILITIES FOR ALL PROVIDED RING AND COVER 0= Q ASSEMBLIE/APBE I//�a \ AND OSHASSAfETY STANDARDS.SHALL MEET ORXTHEDNTAL CASTINGS SHALL BE ALL EPAEMA UFACTUR STANADS J(_) 111 COVER PLAN VIEW /�I 1 1 FROM RECYCLED MATERIALS.THE CONTRACTOR SHALL PROVIDE CERTIFICATION CO1w NOTEn TO SCALE / \ • EL EL > / \ CLEAR°PERINM MANUFACTURER(1) BOWEL NURSER. INFLOW INHIBITOR W 0 Q PR0.10E CLEAR / -�� EAST JORDAN V-1166 ,0 I- 1/OA NEPOPRENE OPENING PER PLANS / IRON WORKS — GASKET /` , / U.S.FOUNDRY COVER-9801B53B ._ If �pK; 24' FRAME-/60222A7 Z Cl) A Ab �./,1 Z NEENAH FOUNDRY R-1930-24 W S Jg, I F.A EAST JORDAN COVER-V1A50 INSTALLATIONS PER CRY 7 iO �� �� E.Y. IRON WORKS FRAME-v1 s20 sPEanCATKNIs Q a3431R -__ I 70•(2) U.S.FOUNDRY COVER COVER-09210#8021OAW 77 PER MANUFACTURER NEENAH FOUNDRY OF-127A (I) OR APPROVED EQUAL(MADE III THE USA) PER MANUFACTURER BB (2) UNLESS NOTED IN THE PLANS.ALL COVERS SHALL BE 24.DIAMETER AID NOT INTENDED FOR MANNED ENTRY. OE WWI SS ti SECTION OF RING&COVER RING&COVER APPROVED UST °'L = NOT TO SOME AT 1 0 o/ 13 AM § I il ,..n!MCP SIN.o W..m..a...,m>aM•14..A..,..m.I.....m.,.oar.roc was,.A...ma.comfort waft vat.Ira..*novae I.ex..,.e gam:.a 11.1...toes....r....v .......,.. PRELIMINARY 7 UNPAVED PAVED ASPHALT REPAIR: 3"MIN.THICKNESS.IN NO CASE SHALL REPAIR BE LESS THAN THE THICKNESS OF EXISTING PAVEMENT. o HA PROVIDE PRIME COAT(0.15 GAL.PER SY MIN.) CONCRETE REPAIR: 12'MIN.THICKNESS.IN NO CASE SHALL REPAIR BE W"WIDTH LESS THAN THE THICKNESS OF EXISTING CONCRETE SAWCUT PAVEMENT. INsnm /RAKHENT TOPSOIL SEE TABLE 2-ITEM B(UNPAVED PAVEMENT ITcw v IRAoL) AREAS) .r �� C EXISTING EAX.ING WENBALD 6.1 \%S/���� tC�\i'\��/j S/ ,1-' PAVEMENT E • SEPARATION EORTAOwTS To \, ZE1 L DI IN D.AND NETT 1ND t \\ Sr xSLy„\\�M \/V`S���/.-/ D. _--- MO.,. '<Y 12.LIMESTONE BASE OR APPROVED BASE MATERIAL IIIIMMIIINIIIINIUNNIIII 2115.30).I^xoNzaa.�(A) AT w^RMIX OND VD utAR TA \�4S//�/;T' \3 MIN SHALL THEMT2I47'TYPE A.F GRADE B 11E 2)E IN NO CASE THE G j/O�� '�`� THICKNESS OF THE EXISTING ADJACENT BASE. /�� al CROSSINGI� / 1 V/� /� LIIIV-�E BACNFlLL SHALL BE CEMENT STABIUZE0 :/ \,. 10' ,o'— H q •/�//�//�//S J�/PG\j. SAND (1.5 SACKS OF CEMENT/CY) RCMCIO R 001E2 `,4JL�Cke,J//JJK 215i5 g .J,.g., ,.y `NOTE: $ 2e TYPICAL SANITARY x SEWER/WATER CROSSING DETAIL iV `%<ek�k,,y`�.�o'% ' SELECT MATERIAL FROM %� PER CITY ORD.03WA0 ARTICLE III CUR AND EXCAVATIONS.A PERMIT uo1-10.-SCAM „%J/P4J%!�\ii\i,�j� MATERIAL SEE TABLE2E TEAR A ALLUTIUTV Oil ATCUTS.TTNE HSTSALIATIONOFNA UTILT'THAOFOR MAGNETIC WNNINC 12' (PAVED AREA) 1LIS/NLT ABOVE PIPE\�,�\�,���J��`�J��J��J�J� CROSSES THE ROW AT A PERPENNCULR OR NEAR PERPENDICULAR \���J� ANGLE AND HAS N 0.0.OF 6'OR LESS WILL NOT BE PERMITTED TO I I gJ-''•`,,\/,551 BE INSTALLED BY CUTTING THE ROAD SECTION. J JOJ: 12• ANY UTILITY RELATED STREET EXCAVATION/CUT SHALL INCLUDE REPAIR Of NOT ONLY THE IMPACTED TRENCH.BUT ALSO A FULL LANE Z gg ? OVERLAY/PAVEMENT REPAIR FOR PARALLEL CUTS OR l2'WIDE FOR `N1 BEDDING AND INITIAL BACKFILL 3LL PERPENDICULAR CUTS ON ASPHALT STREETS,AND FULL PANEL \� SHALL CONSIST OF GRANULAR REPLACEMENT ON CONCRETE STREETS.A SITE SPECIFIC PAVEMENT 1 2 MATERIAL.SEE TABLE 1 CUT AND RESTORATION PLAN THAT INDICATES THE GENERAL NATURE 3 m *A 6' • OF THE PAVEMENT AND ROADWAY TO BE CUT AND RESTORED,THE ", ^G`�2 EXISTING PAVEMENT SECTION(II KNOWN),THE LOCATION AND W g I} APPROXIMATE AREA HI THE EXCAVATION/PAVEMENT REPAIR, 0 £ INCLUDING THE APPROXIMATE LENGTH AND WIDTH OF THE W ¢W MANY OVER EXCAVATION MUST BE W"PPE DN.♦2' PAVEMENT REPAIR IN RELATION TO THE ROADWAY TRAVEL LANEISI, w " CORRECTED WITH GRANULAR MATERIAL M `UST BE INCLUDED IN THE DRAWINGS/PERMIT APPLICATION. V B SHOWN IN TABLE 1. TRENCH BACKFILL FOR WASTEWATER LINES "W i AND PAVEMENT REPAIR FOR UTILITIES 1.11 €I NOT TO SCALE iftio 1 GENERAL NOTES FOR BACKFILL I il TABLE 1 TABLE Z Z BEDDING AND INITIAL BACKFILL FINAL BACKFII I Q (BELOW PIPE TO 12" ABOVE PIPE) (GREATER THAN 12" ABOVE PIPEI 2 UNPAVED AREAS PAVED AREAS [t m ALL BEDDING AND INITW.BACKFlLL SHALL CONSIST OF THE FOLLOWING OR A FROM 12'ABOVE PPE TO A. FROM 12'ABOVE PIPE TO 3'BELOW W 1— REFER TO DESIGN ENGINEER REQUIREMENTS: GRANULAR BACKFILL BOTTOM OF TOPSOIL BACKFlLL BOTTOM OF ROAD BASE:BACKFILL SHALL BE I— W CONSISTING OF EITHER NATURAL SAND OR SANDY GRAVEL OR MATERIAL SELL BE APPROVED SELECT SELECT MATERIAL FROM EXCAVATION OR Q W PRODUCED BY CRUSHING OF NATURAL STONE OR GRAVEL MATERIAL FROM THE EXCAVAT- IMPORTED MATERIAL IN EITHER CASE,ALL >CO _ ION;OR IMPORTED MAMMAL: MATERIAL SHALL MEET THE FOLLOWING: > V) ALL TO BE FREE OF ROCKS, LIJ DEBRIS,OR ANY CLUMPS GB- LLCM H W cn J_ 0EXCAVATIONS<20 FT.DEEP AND ABOVE WATER TAB F USE MATERIAL EATER TAN 2'IN DIAMETER; PI 8-20 ♦- Q MEETING THE FOLLOWING CRITERIA. LOOSE LIFTS TO BE PLACED NO CLUMPS>2'DIA. 10'MAX. MOISTURE-I TO♦3% Q H H MEETING REQUIREMENTS OF ASTM 02487 FOR: COMPACT 95%D898 STD PROCTOR CO W SP GP COMPACT MATERIAL TO 95% 0 SW GW SIO.PROCTOR(D698). LOOSE LIFTS OF 12'MAX 0 EL CC SP-SIC GP-GM OR IF SELECT MATERIAL FROM EXCAVATOR I W SW-SIC GW-GM MOISTURE TO BE ADJUSTED TO DOES NOT J U LU 4 3%OF OPTIMUM. MEET REQUIREMENTS,THEN USE CEMENT CO U AND IN ADDITION: STABIUZED SAND. D m W PASSING 1/2'SIEVE-100% B. TOPSOIL TO BE PROVIDED SEE TABLE 2-ITEM A BELOW. D- R COCL PASSING/A SIEVE-30%MINIMUM EQUAL OR BETTER THAN CCASTICITY INDEX(PI)-NP TO 10 MAX. EXISTING;ND MATCH B. FROM 3'BELOW BOTTOM OF ROAD BASE TO EXISTING TOPSOIL DEPTH. BOTTOM OF ROAD BASE; W 0 CC O IN DEEP EXCAVATIONS(>20')OR BELOW WATER TABLE,USE CRUSHED COMPACT TO EXISTING �U < STONE OR CRUSHED GRAVEL MEETING GRADATION OF: ADJACENT TOP-SOIL BACKFILL SHALL BE CEMENT STABILIZEDCC H THICKNESS.(CONSTRUCTION TO SAND(1.5 SK/C.Y.) Z A.CONCRETE COARSE AGGREGATE;TADOT ITEM 421;GRADE 2.3, BE PERFORMED BY"DOUBLE AND SHALL MEET THE FOLLOWING 0 Q If OR A. DITCH"EDE TO BE TSALVAG PLACED ON REQUIREMENTS: z U 6SANDo OR TOP) GRADATION: W Fd ,S PASSING E- B.CRUSHED LIMESTONE PER TAROT OEM 421'GRADE 2,3,OR A /A 55-100 Q /10 XO-100 /20 10-0Z5 0 2 PI NP-10 M COMPACT TO 95%OF 17588.MOISTURE TO - I 88 BE ADJUSTED TO OLOEm[R MT 111 TO(+/-2%)OF OPTIMUM. PC RE RIIRI Atm11 of 13 6: SMUT am♦ s •..A...,.,m....m.A.,H.....«4...ma APnam.,A..,..m.APmI Alm Au m.w.men Amu RANI M INNIAI A.,.Nose.w...a.mom Nom wAAM...mmom wm...,.....a.H.rim em",•..,..,or v...Km. PRELIMINARY I, I,, (DOC giro.mram.m.O R.) __ ,..,,,,,, ,,_ 1 I _ ........„, sc.. ,_wo o. _. _,„,.. . . . SWPPP LEGEND 0.... 1 xuE¢i;ars 1 w cool N.P,.eD N.PR.) I PROJECTuws —— w ENSOND DDNTwW 970 aU, —\ CONTOUR MC. sro ) —\\ _ —_ PROPOSED_ �-- --ems--. r ARROW(EXISTING)——�•l i _ _. _. i r ARROW(PROPOSED) �� e[cx TOu NIR M NN*E \\\\\ HAVEN DRIVE w ,o�isnu0 xnuua[ \\ < vE,FENCE —\\ \\ \\—\\—\\— 4— --4—^T I 'A —• i�SW�i°w;'5:T"[' ORRVE— L FILLER ~0 Iv,vmz. w,rz�NirTPRo,Ecnox SMART CONIFER. v CNoI OF DISTURBED eEDMA ' I (a"„ n z ;. .....; k. (Rao LOCATE) O -g — —— [.N.rs)[ ,RRa ` NEB Owl) A, �.:..:..:.:.:a a W i Iv.••TWOS.% W Z i eI I CW 1s • 1L 1 E I z I (DOC NO.m,202.0N OP.R.) I ° a 1 ES 2 z CC g I I— z eT,A w ( si .iT.) � w W_. I co z ' asToraer r' •---- - --- — — Q� _ — Z z -- __ —-— — _ — — _— --• —. �z HAVEN DRIVE m a s co D D CC --_— 7 AR Reiecwm ePTV-WEe SERER _ CAUTIONI1 dd W (c-RDD)wATc tiHc IExD CONTRACTOR NOLL BL REQUIRED TO LOCATE ALL PUBLIC CR PRIVATE LLJ C I \�\a'� 1 �U ANY UNLITY CONFLiCTS THAT ARISE SHOULD BE LA PER ayyg T"` ,D«.NO:DD0D.ENAT I THESE PLANS DR NON [.50I THE SOLE RESPONSIBILITY Of 00 CONTRACTOR R<DRE,R e SHORN ON Z SE 0 9 tl loot ovxu�o 0.0 I IL U) I > f= 1 I TRENCH EXCAVATION SAFETY PROTECTION' Q di 1 1 µDa9a,DE µ µ x�dw"„NKK 1 IrIN I n, - DISTRICT INFORMATION AND THE ANTICIPATED ue A00i11 x —' 1 oso(ROOD.xo.:mw:e»R,OFF.) PROJECT E`ADUR IMPLEMENT N EN SYSTEMS. PROGRAMS ^ T s .g ( NA RN /o0 Paacoasxs"0500o[,rae w0�E0 me @_n0wr_ CONTRACTOR, •OCRE•IXRny RETAINED [Wu". Ca SOE71, 5 CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN I I I AACCORDANCECCORDANCE ND D OSHA O.,N WORKING N 0ND,ERNING THE TREND(PRESENCESAN A.FOR TRENCH EXCAVATIONS SPECIFICALLY. CONTRACTOR ANO/OR eTT D12 of 13 ae♦ WAIN RN In. No.unA.N es MOM mamaN: .Nxe.,x.NN..eN.,NMa,..or..tam,.ow..,..Mm,.D msg.swam ux,.N...xo,mom.,oraN NosQum N.RN, ,cce,..INNINN.>..,....n.,us,,..(N..•... PRELIMINARY . . a4'LONG(ION.)STEEL T POSTS OR WOOD la B USUAL r FOOS PACED AT B'To a wKIwm 1 %PP' S EASIER EMETIC TO TOP STRAND Of REUSED WIZ MESH(W..M.)BY HOG RINGS OR CORD AT NM SPACING OF 15. POSTS INLET WALLS POSTS MIME WILLS STAKES GEO1P)EEE FLIER ATTACH THE VERN.0 FABRIC ON OS 2'ORM POSES NOTES. FABRIC k1114 END mIV3T3�SNG ISM„LAY S) �~ J !iT FENCE INLET PWG AFTER USE 3 1 by.,.. PROTECTOR SPIEL BE USED OR T-CUPS FOR 31RL P0513 � ��VI i:E°L;ii I DURING CONSTRUCTORTO CONTROL SEDIMENRATOI. '-� le .:'r::}fife:'iAV :ifiiififl. ' R. SHALL BE(SILT TIRO. AROUND INLET PUREED.LOCATIONS �L ExISTING OR Cu B N05ED !r'f•�( REFER TO STANDARD SN,,. g 3. GABRIC MNIEANL SHV1 BE A NET-Rf1NFORCEO GTgH SFLIpN OIlI1Q 32 LLP CRT � / FENCE,USING WOVEN CEORXRUE FABRIC. 022420 SILT FENCE. NOTE' FENCE 4.POKE SHOULD BE REMOVED UPON COMPLETION OF TRENCH `\\. )1011 \\\\ a3arRucnON. ��\\` SILT FENCE INSTALLATION AT /i FILTER FABRIC CURB LET BIDR TO PLACEMENT Cr PUCE B•OF FABRIC INTO AND AGAINST THE TRENCH \q gliAilik D DEEP TOP. WALL AND APPROVE 2'ACROSS TRENCH BOTTOM N \ i��\`, L.r....22.•s4 TEMPORARY FILTER FABRIC I'500UPSTREAM BAOTOM MINIMUM D ENCHTRAi 3zE SOIL B I :,4 O•SOME RECITION AND HARD TAMP OILY.W.W.MESH(123I.TAN.) CURB INLET-PLAN MANHOLE-PLAN INLET PROTECTION DETAIL MAT.ammo SIZE BALE BE 2 14• EMBED POST IRO MIN. NOT TO SCALE NOT 10 SAE NOT TO 301 E I_I:^_023 II TEMPORARY SEDIMENT CONTROL FENCE DETAIL M MARES-REFER TO OWWNEL PLAN r PROFILES NOT 10 SEX e TA FDIMFNT CONTROL FENCE USAGE GUIDELINES: 0 2 1 SEDIMENT CONTROL FENCE NAY BE CONSIRUCRD REAR TIE 00WNSTREAII h = PERIMETER OF A DISTURBED AREA ALONG A CONDOR TO INTERCEPT SEDIMENT ` (1/ i 4 Pi.MERAND RUNOFF.A 2 YEAR STORY FREQUENCY MAY BE USED TO Tit W -�" ,M r� W ♦�.( r •�•� CALCULATE THE ROw RATE TO BE MIMED. �b�•*�0N L*00042440 �0-4.40�Fkg,�IA44. SEOIYENT CONTROL FENCE SHOULD BE SITED M FILTER A MAIL FLOW THROUGH Kg l`.VA1'b�l♦iV-�►)i7 /'1.iq��;1S�►L':N RATE OF 100 WMAFT.SEDIMENT CONTROL FENCE IS NOT RECOM ADDED TO ly ,,141.30011,C0 O. �HI01 •fi.0,0:1.I'#0.- - CO11RoL MOS.FR.A DRAINAGE LA PEER THEN 2 ACRES O W p '��l�fic,;T'. M i:!��' THEWpE..SHORN HERE ARE SUGGESTIONS OILY ANTI MAY BE MODIFIED E i 9 1.160(E�M lI t •fO, GALVANIZED WOVEN WIRE MESH •BY DE ENGINEER. 4 0 4 ' EITDID 2'NG UM BEYOND -��1E2�4 1*RA S\0NI S . E LLT OPENING AT EA➢H ENO .1='/�NS.M��i(Y.i 3"OVLiVP AT iS FIHUC GRACES a•YIN1.SEE NOTE a 4 W S 3 ■ CUT AWAY OF LA ��g a ff11/11:: FILTER FABRIC RE FABRIC STRUCTURE .....EF►EE/ (t FROM P DONN) GP TO PREVENT RUNOFF ROCK FILTER DAM AT �.MIH DM OIA uMNG SITE FLOW EARTHEN BOTTOM CHANNEL `Z n 1 V MIN r� TORT • PROMDE APPROPRATE aOFlLL C Z n oALV'. 'MOWN w•SAIa►ALis(DOUBLE BAGGED) OTSTO�N Q (� ENTRANCE AND PuBLLCDasTPU I lb cHr-O wAYI I roEIN AOm it'%iW�?I�. i' K�Ni-'. L __ Q F- 0 W TYPEAL EIOSON CONTROL I SEAL.. 4 Ii7Oi �n?MS�I'7\RT�i'7�i• AT CURB INLET AFTER PLACEMENT OF .*PANEL h - J a COB ANTI NLET TOP. 1'MIN. I I J¢sEE NOTE a PLAN coU Oa CURB INLET PROTECTION DETAIL SECTION A-A STABILIZED CONSTRUCTION ENTRANCE m m cc Z NOT 10 E NW TO SCALE NOT 10 AXE a.SIR CC H F CURE INLET PROTECTION NOTES. ROCK FILTER DAM NOTES: CONSTRUCTION ENTRANCE NOTES: >0 1. 10 HOLD IRE BUM ONE IN PILAF,20 LB SANDBAGS SOLL BE USED AT 3'0.C.MERE MINIM UM 1. IF SH0WN ON THE RAMS OR DIRECTED BY THE ENGINEER,FILTER DAMS .OULD BE P1ACE0 PEAR 1. STONE SE:3-5.OPEN GRACED ROOL CLEARANCES CAUSE TRAFFIC TO WOVE IN THE CUTTER,THE CONTRACTOR MAY SUBSTITUTE A I'1A' TNE TOE OF SLOPES WHERE ER051N IS ARICIPATED.UPSIIEAM A13/OR DOWNSTREAM AT GRIMACE CC BMWSECURED WON 1/4.OR 3/1T ET'CONCRETE SCREWS MID I/4.OR 3/B'CONCRETE SCREWS STRUCTURES. IN ROADWAY DRONES AND CHWINELS TO COLLECT MDR., 2 LENGTH:AS EFFECTIVE BUT NOT LESS NOR BO'. a Q ,f(P T SHALL BE AMONG,TO THE OUTTER ET DOWNG All APPROPRIATE PICOT HOLE WITH A CONCRETE 2.WTEIBNS(AGGREGATE DIRE YEN„,SAROBAGS ETC.)SHALL BE AS IXOGTED BY THE 3. TRIMNESS NOT LESS THAN B'. S Of AHD INSERT PIE C FASTSCREE. SHS.ILL THE TOP.OF TOE SCREW'SHALL BE RECESSED BELOW THE TOPSPECIFICATIONS FOR'POCK TITER DAMS FAN EROS.N AND E S4ENR CONINQB 4. WO St NOT LESS THAR KILL WOTH OF ALL PEONS OF INGRESS/EGRESS.ORES Z 0 SISAL OF THE BOARD.TIE 9d3.N5 ONLY, 1 BE PLACED ON 3'O.O ANTS METHOD B USED IN LIEU OF H SANDBAGS.IN THE OUNFA OILY,TO HOLD DIE FILTER DIKE IN PUCE UPON REMOVAL EITHER 0. TIE ROCK FILTER DAM DIMENSIONS SIWL BE AS NOIGTED OI THF PUNS. 5. 10WASHING:010MIEN NECESSARY,VEHICLE*HEELS SHALL BE CLEANED 10 REMOVE DOTIET PgIGN W fn R LEAVE THE PFROM FASTENERS M RACE. OR REMOVE THE PLASTIC FASTENERS, CLEAN ANY 4. 510E SLOPE MOULD OF 2:1 OR FLATTER. TO ENTRANCE ONTO PUBLIC ROADWAY.WREN WASHNC IS REQUIRED,IT SNAIL BE DOZE ON AN DIRT/DEBRIS FROM TIE SCREW LOWERS. APPLY CHEMICAL MM.° AGENT AND APPLY AREA STABUZED NTH CRUSTED DRAINS INTO AN APBOVED TRAP 0OR SEDIMMT, �� NON-SHRINK RAIN GROUT FWSH WM THE SURFACE OF THE GUTTER.115 METHOD Stall NOT BE USED 5. ROCK FlL1FA OAY SHALL BE A MINN.OF TWO FEET N THICNNE55 AT TOP OF D.W. ARN.ALL SEOMQNT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN,DITCH Pi Q , LED OF SAIOBALS. B. FILTER DAMS SHOULD BE EMBEDDED A MINIMUM OF 1'INTO MONO GROUND. WATERCOURSE USNG APPROVED METHODS a� ANSECTION OF FILTER FABRIC SHALL OE REMOVED AU 0102.a THB DETNL OR AS DIRECTED BY THE SEDIMENT TRAP FOR PONONG OF SEO1O11 LADEN RUNOFF SHALL BE OF THE OIENSONS B. MAINTENANCE: THE ENTRANCE SHALL BE MAIN10NED IN A 00 AOI THAT RILL PREVENT I 1 1 THE ENGINEER OR TED REPRESENTATIVE. 0 SECURED TO HARE BACKING WITH Z SHOW„ON THE PUNK. TNACKNG OR ROWNO OF SEDIMENT ONTO PUBLIC ROADWAY.THIS MAYREWIRE PEROOC TOP e• CUPS OR HOG RINGS AT THIS LOGTMN. ROCK FILTER DAY RARE DRESSNG WIN AOOTg1AL STOVE AS COMM.DEMAND,AS WELL AS REPAIR AND OEAN Y- SHWA BE SECURED WITH 2O MACE GAVARIIID WOVEN MESH WTH I OTT OF ANY MEASURE DOMES USED TO TRAP SEDIMENT.ALL SEDIMENTS IS SPILLED, S. ONLY INSPECTOR SHALL BE WOE B(THE CONTRACTOR AND SILT ACCUMUUTON MUST BE TIMERS DIAMETER HEXAGONAL OPOINGS TIE AMREGTE SHALL BE PLACED ON THE MESH TO THE NOWT DROPPED,WASHED CR TRACINGS ONTO PUBLIC ROADWAY MUST BE REMOVED IMYEOATELY y.m Ktl WHEN DEPTH REACHER 2'. INLET PROTETERROR LOX SHALL BE TO INLET AS PROTECTION). NECESSARY WRING SLOPE SPECIFIED.THE M6H SHALL BE FOLDED AT THE UPSTREIA SIDE OVER THE AGGREGATE Z, DRAINAGE:ENTRANCE MUST BE PROPERLY GRAM OR INCORPORATE A DRAINAGE SWAT TO CDNSRRUCTON DUE TO GAMl4DE OR DETERIORATION(SUBSWJIf 10 INTER PROTEcnOI). AND TIGHTLY SECURED TO ITSELF OM THE DOWNSTREAM SIDE USN°RIM TEN OR HOG RINGS.IN OEQMImR MO CONTVLTdt 9WE MONTIBR THE PEIEORI,WICE OF INLET PROECTIOI DURING EACH NNNGALL STROM 115E NNE MESH SHOULD BE SECURED OR STN.TO THE SIROA BED PRIOR 10 PREVENT RUNOFF FROI LEAVING THE CONSTRUCTION STE 4 EVENT AND ONLY REMOVE INLET PROECPON IF DIRECTED BY THE CITY OF CORPUS CHRISTI,OR IF ST AGGREGATE%ICEYEM. IRO COMAACT OBSERVES AN IMMINENT THREAT CP OF DING ZED AREA(VEGETA71., ROCX,Era) 5. IN RPI1000 SHOUt OE REMOVED AS SOON AS THE SOURCE Of„MOMENT N STABILIZED. 10.THE GU DI LIIR SHOWN HEREON ME S. 9. ROW OUTLET SHOULD BE ONTO A UGGESTIONS ONLY AND MAY BE MOPPED BY THE PIONEER. IM01 13 of DRAM gc� -T130) 13 • Rs Num.m Amor ma.NAATms3om yea worm unomm.....,».me mummy,mmn,a,vpm,a,.T,.,o...Nunnm.mu.rEAW.:Awor RoomT Alps,,.W mama ma.A,.I..RpN..N..aA...I.,.onA•,•... PRELIMINARY EXHIBIT 4 Project Name: Haven Drive Public Wastewater Main Project#: 21018-00 Owner: Public Improvements for City of Corpus Christi funded by MPM Development Designer: Stephen Skrobarczyk Item DESCRIPTION UNIT QUANTITY UNIT PRICE I TOTAL 1 BID FORM Al Mobilization LS 1 $ 50,000.00 $ 50,000.00 A2 Bonds and Insurance LS 1 $ 60,000.00 $ 60,000.00 A3 SWPPP plan LS 1 $ 15,000.00 $ 15,000.00 A4 SWPPP BMPs LS 1 $ 6,000.00 $ 6,000.00 A5 Silt Fence LF 3739 $ 8.00 $ 29,912.00 A6 Replace Stop Sign EA 1 $ 850.00 $ 850.00 A7 Traffic Control Plan LS 1 $ 15,000.00 $ 15,000.00 A8 Temporary Traffic Control Installation and Maintenance LS 1 $ 10,000.00 $ 10,000.00 A9 Full Depth HMAC Pavement Repair SY 40 $ 150.00 $ 6,000.00 A10 15"SDR-26 PVC Wastewater Main, Embedment,Trench,and Backfill LF 3745 $ 195.00 $ 730,275.00 All 4' Diameter Manhole(Up to 10' Depth) EA 9 $ 20,000.00 $ 180,000.00 Al2 4' Diameter Manhole(Additional Depth) VF 20 $ 7,500.00 $ 150,000.00 A13 Tie-in Existing Manhole EA 1 $ 10,000.00 $ 10,000.00 A14 Control of WW Flow LS 1 $ 15,000.00 $ 15,000.00 A15 Dewatering LF 3745 $ 70.00 $ 262,150.00 A16 OSHA Trench Safety for Structures EA 10 $ 3,500.00 $ 35,000.00 A17 OSHA Trench Safety for Trench EA 3745 $ 9.00 $ 33,705.00 TOTAL $ 1,608,892.00 Contingency 10%: $ 160,889.20 Engineer 13%: $ 209,155.96 GRAND TOTAL $ 1,978,937.16 EXHIBIT 5 City of Corpus Christi,Texas Department of Development Services City of P.O.Box 9277 Corpus Christi,Texas 78469-9277 Uri CorpU S (361)826-3240 Mr �� Located at: 2406 Leopard Street ai Christi (Corner of Leopard St.and Port Ave.) loritirooftio DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with"NA". NAME: MPM DEVELOPMENT, LP STREET: P.O. BOX 331308 CITY: CORPUS CHRISTI Zip: 78463 FIRM is: ❑Corporation ❑■ Partnership ❑ Sole Owner ❑Association Q Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job Title and City Department(if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3o/0 or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Board, Commission. or Committee Mossa Mostaghasi Capital Improvement Advisory Committee 4. State the names of each employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant N/A N/A CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur. Certifying Person: MOSSA MOSTAGHASI Title: GENERAL PARNTER (Print) Signature of Certifying Person: Date: 12-18-2023 A:IDEVELOPMENTSVCS`,SHARED'LAND DEVELOPMENT, DINANCE ADMINISTRATION APPLICATION FORMS''FORMS AS PER LEGAL 2012\DISCLOSURE OF INTERESTS STATEMENTl.27 12,DOC DEFINITIONS a. "Board Member". A member of any board, commission or committee appointed by the City Council of the City of Corpus Christi, Texas. b. "Employee". Any person employed by the City of Corpus Christi, Texas, either on a full or part time basis, but not as an independent contractor. c. "Firm". Any entity operated for economic gain, whether professional, industrial or commercial and whether established to produce or deal with a product or service, including but not limited to, entities operated in the form of sole proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust and entities which, for purposes of taxation, are treated as non-profit organizations. d. "Official". The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers, Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas. e. "Ownership Interest". Legal or equitable interest, whether actually or constructively held, in a firm, including when such interest is held through an agent, trust, estate or holding entity. "Constructively held" refers to holding or control established through voting trusts, proxies or special terms of venture or partnership agreements. f. "Consultant". Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation. K.OEVELOPMENTSVCS'SHARED'•LAND DEVELOPNIENT.ORDlNANCE ADMINISTRATIOI,APPLICATION FORMS.FOR.r1S AS PER LEGALV2012`DISCLOSURE OF INTERESTS STATEMENT 1.27.12.DOC