Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
C2020-190 - 5/19/2020 - Approved
PARTICIPATION AGREEMENT For Oversizing Streets and Drainage Crossing Per UDC §8A STATE OF TEXAS § COUNTY OF NUECES § This PARTICIPATION AGREEMENT ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home -rule municipal corporation, acting by and through its City Manager, or designee, and MPM Development LP, ("Developer"), a Texas Limited Partnership. WHEREAS, the Owner owns certain real property located in Corpus Christi, Nueces County, Texas, being a 446.408 acre portion out of Abstract 577, Abstract 579, and Abstract 581, Cuadrilla Irrigation Company (the "Property"), and the Owner desires to develop and plat the Property designated on Exhibit 1 of this Agreement, which exhibit is attached to and incorporated in this Agreement by reference, to be known as Kings Landing ("Plat"); WHEREAS, as a condition of the Plat, the Developer/Owner is required to expand, extend, and construct Iron Throne Drive and Drogon Drive and associated appendas depicted on and in accordance with the improvement requirements (the "Roadway Extension") set forth in Exhibit 2, which exhibit is attached to and incorporated in this Agreement by reference; WHEREAS, it is in the best interests of the City to have the public street infrastructure installed by the Developer in conjunction with the Owner's final Plat; WHEREAS, Section 212.071 of the Texas Local Government Code authorizes a municipality to make a contract with a developer of a subdivision or land in the municipality to construct public improvements related to the subdivision or land; and WHEREAS, this Agreement is made pursuant to Section 212.071 & 212.072 of the Texas Local Government Code and Article 8, Section 8.4.1, of the Unified Development Code of the City of Corpus Christi NOW, THEREFORE, in order to provide a coordinated public street construction and improvement project, the City and the Developer agree as follows: Section 1. RECITALS. The parties agree that the language contained in the preamble of this Agreement is substantive in nature, is incorporated into this Agreement by reference, and has been relied on by both parties in entering into and executing this Agreement. Section 2. DEVELOPER PARTICIPATION. Subject to the terms of this Agreement, the Developer will construct Iron Throne Drive and Drogon Street as C-3 collector streets with 8" thick Portland Cement Concrete Pavement per Exhibit 1 and Exhibit 2 for and on behalf of the City in accordance with the plans and specifications approved in advance of construction SCANNED „ by the City Engineer on behalf of the City. The parties acknowledge and confirm the total cost estimate for construction of the Roadway Extension, which estimate is attached to and incorporated in this Agreement as Exhibit 3 (the "Cost Estimate"). Subject to the limitations set forth below, the Developer shall pay a portion of the costs of construction of the Roadway Extension. Further, subject to the limitations set forth below, the City shall pay the remaining portion of the costs of construction of the Roadway Extension, designated as the total amount reimbursable by the City on the Cost Estimate. The Developer will also contruct all streets in Exhibit 1 and 2 with Portland Cement Concrete Pavement City in accordance with City Standards. Section 3. CITY PARTICIPATION. Notwithstanding any other provision of this Agreement, the total amount that the City shall pay for the City's agreed share of the actual costs of the Roadway Extension shall not exceed $1,539,418.28 Section 4. REIMBURSEMENT. The City shall reimburse the Developer a pro rata portion of the City's agreed costs of the Roadway Extension monthly, based on the percentage of construction completed less the Developer's pro rata portion and contingent upon submission to the City of an invoice for the work performed. The invoices must be paid by the City no later than thirty (30) days following receipt of each monthly invoice. Such reimbursement will be made payable to the Developer at the address shown in section N of this Agreement. Section 5. PERFORMANCE BOND. In accordance with the Texas Local Government Code, the Developer shall execute a performance bond for the construction of the Roadway Extension to ensure completion of the project. The bond must be executed by a corporate surety in accordance with Chapter 2253 of the Texas Government Code. The Developer shall submit proof of the required performance bonds to the City. Section 6. INSURANCE. Insurance requirements are as stated in Exhibit 4, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. Before performance can begin under this Agreement, the Contractor must deliver a certificate of insurance ("COI"), as proof of the required insurance coverages, to the City's Risk Manager and Development Services Department. Additionally, the COI must state that the City will be given at least 30 days' advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City must be named as an additional insured. The City Attorney must be given copies of all insurance policies within 10 days of the City Manager's written request. Section 7. CONSTRUCTION CONTRACT DOCUMENTS. Developer shall submit standard construction contract documents to the Executive Director of Public Works for review and approval in advance of beginning any construction of the Roadway Extension. Section 8. INSPECTIONS. Throughout construction, the City shall conduct periodic inspections and either approve the progress of the Roadway Extension or promptly notify the Developer of any defect, deficiency, or other non-approved condition in the progress of the Roadway Extension. Page 2 of 9 Section 9. WARRANTY. The Developer shall fully warranty the workmanship and construction of the Roadway Extension for a period of two years from and after the date of acceptance of the improve-ments by the Executive Director of Public Works. Section 10. INDEMNIFICATION. DEVELOPER 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 INDEMNITEES 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 CONSTRUCTION, INSTALLATION, EXISTENCE, OPERATION, USE, MAINTENANCE, REPAIR, RESTORATION, OR REMOVAL OF THE PUBLIC IMPROVEMENTS ASSOCIATED WITH THE PLATTING AND CONSTRUCT!ON OF THE ROADWAY EXTENSION OF ROYAL CREEK ESTATES UNIT 8 SUBDIVISION DURING THE PERIOD OF CONSTRUCTION, INCLUDING THE INJURY, LOSS, OR DAMAGE CAUSED BY THE CONTRIBUTORY NEGLIGENCE OF THE INDEMNITEES OR ANY OF THEM, REGARDLESS OF WHETHER THE INJURY, DAMAGE, LOSS, VIOLATION, EXERCISE OF RIGHTS, ACT, OR 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 SURVIVES TERMINATION OF THIS AGREEMENT. Section 11. DEFAULT. The following events shall constitute default: 1 . Developer fails to submit plans and specifications for the Roadway Extension to the Executive Director of Public Works in advance of construction. 2. Developer does not reasonably pursue construction of the Roadway Extension under the approved plans and specifications. Page 3 of 9 3. Developer fails to complete construction of the Roadway Extension, under the approved plans and specifications, on or before the expiration of 24 calendar months measured from the date this document is executed by the City. 4. Either the City or the Developer otherwise fails to comply with its duties or obligations under this Agreement. Section 12 NOTICE AND CURE. 1 . 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. 2. After delivery of the default notice, the defaulting party has 15 days from the delivery of the default notice ("Cure Period") to cure the default. 3. 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. 4. Should the Developer fail to perform any obligation or duty of this Agreement, the City shall give notice to the Developer, at the address stated in section N, of the need to perform the obligation or duty and, should the Developer 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 the Developer. 5. In the event of an uncured default by the Developer, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: a. Terminate this Agreement after the required notice and opportunity to cure the default; b. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or c. Perform any obligation or duty of the Developer under this Agreement and charge the cost of such performance to the Developer. The Developer shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer receives notice of the cost of performance. In the event the Developer 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. 6. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer has all its remedies at law or in equity for such default. Page 4 of 9 Section 13. FORCE MAJEURE. 1. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of a public enemy; insur- rections; 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. 2. 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 10 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. Section 14. NOTICES. 1. 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: If to the City: If to the Developer: City of Corpus Christi MPM Development, L.P. Attn: Director, Development Services Attn: Moses Mostaghasi 2406 Leopard Street / 78401 PO Box 331308 P.O. Box 9277/78469-9277 Corpus Christi, Tx 78401 Corpus Christi, Texas with a copy to: City of Corpus Christi Attn: Asst. City Manager, Business Support Services 1201 Leopard Street / 78401 P. O. Box 9277 / 78469-9277 Corpus Christi, Texas 2. 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. 3. Either party may change the address for notices by giving notice of the change, in accordance with the provisions of this section, within five business days of the change. Section 15. PROJECT CONTRACTS. Developer's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Roadway Extension, contracts for testing services, and contracts with the contractor for the Page 5 of 9 construction of the Roadway Extension must provide that the City is a third party beneficiary of each contract. Section 16. DISCLOSURE OF INTEREST. In compliance with City of Corpus Christi Ordinance No. 17112, the Developer agrees to complete the Disclosure of Interests form attached to this Agreement and incorporated by reference as Exhibit 5. Section 17. CERTIFICATE OF INTERESTED PARTIES. Developer 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. Section 18. CONFLICT OF INTEREST. Developer 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 CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index Section 19. SEVERABILITY. The provisions of this Agreement are severable and, if any provision of this Agreement is held to be invalid for any reason by a court or agency of competent jurisdiction, the remainder of this Agreement shall not be affected and this Agreement shall be construed as if the invalid portion had never been contained herein. Page 6 of 9 Section 20. COOPERATION. The Parties agree to cooperate at all times in good faith to effectuate the purposes and intent of this Agreement. Section 21. ENTIRE AGREEMENT. Except as otherwise expressly provided herein, this Agreement contains the entire agreement of the Parties regarding the sharing of costs for the Project and supersedes all prior or contemporaneous understandings or representations, whether oral or written, regarding the subject matter hereof. Section 22. AMENDMENTS. Any amendment of this Agreement must be in writing and shall be effective if signed by the authorized representatives of both Parties. Section 23. APPLICABLE LAW: VENUE. This Agreement shall be construed in accordance with Texas law. Venue for any action arising hereunder shall be in Nueces County, Texas. Section 24. AUTHORITY. Each Party represents and warrants that it has the full right, power and authority to execute this Agreement. Section 25. INDEPENDENT CONTRACTOR. Developer covenants and agrees that it is an independent contractor, and not an officer, agent, servant or employee of City; that Developer shall have exclusive control of and exclusive right to control the details of the work performed hereunder and all persons performing same, and shall be liable for the acts and omissions of its officers, agents, employees, contractors, subcontractors and consultants; that the doctrine of respondeat superior shall not apply as between City and Developer, its officers, agents, employees, contractors, subcontractors and consultants, and nothing herein shall be construed as creating a partnership or joint enterprise between City and Developer. Section 26. NON-APPROPRIATION. The continuation of this Agreement after the close of any fiscal year of the City, which fiscal year ends on September 30th annually, is subject to appropriations and budget approval specifically covering this Agreement as an expenditure in said budget, and it is within the sole discretion of the City's City Council to determine whether or not to fund this Agreement. The City does not represent that this budget item will be adopted, as said determination is within the City Council's sole discretion when adopting each budget. Section 27. TERM. This Agreement becomes effective, is binding upon, and inures to the benefit of the City and the Developer from and after the date of the last signatory to this Agreement. This Agreement expires 24 calendar months from the date this document is executed by the City, unless terminated earlier in accordance with the provisions of this Agreement. Such expiration date of this Agreement is presently anticipated, but not currently known, to be May 19, 2022. Page 7 of 9 EXECUTED in one original this day of Pa , 2020. ATTEST: CITY •F CORPUS CHRISTI /// r.- el0)2-6011--h-6147/V . Reb cca Huerta •� 'ay; and III r-033-1")-6 it r lii,..?U imam.- Di ect‘r of Development Services !Y C0tlNAIL.. itd SECRETAR1f THE STATE OF TEXAS § COUNTY OF NUECES § T.'s ins rument - •• - -. by Rebecca Huerta i y Secretary, the ity of Corpus Christi, exas and a• nowled•ed .efore me on the ( day of , 2020. ItagglAr ary Publi Texas ' �• �............... A ec 7-6; #1.'. # 4' • ` P d y vv.i �TEOfAt- Pi y 672 �•'• d THE STATE OF TEXAS § ARES 11 COUNTY OF NUECES § T..s i strument was signed by Al Raymond III, Director of Develo ment Services, or the City if Corpus Christi, Texas, and acknowled • me on the Pi day of 20. 0. PSL DAVj� ? tt 1110 otary Public, State of Texas • sf +P :0 e tn /oPE of t�A• : 0 4)m . ' � �'. ?672, � S 12'1 APPROVED AS TO FORM: This 5e day of ((; , 2020. Isdlit"-L6 Assistant City Attorney Buck Brice Page 8 of 9 DEVELOPER: MPM Developement, LP Mo - ostaghasi Date General Partner STATE OF TEXAS § § COUNTY OF NUECES § This instrument was acknowledged before me on s a. rjtu , 2020, by Moses Mostaghasi, MPM Development, LP, General Partner, on behalf of said corporation. ,<Para�e•.,, CYNTHIA BUENO ion .` _� �� �e ID# 1178588-3 N tart' Public's Signature _' ( i' Notary Public i.es oes--. STATE OF TEXAS My Comm. Exp. 11-04-2023 v -1.-v v v v v v v v v v Page 9 of 9 STATE Oi TEXAS D COUNTY OF NUECES 5 WE, MPM DEVELOPMENT. LP, HEREBY CERTIFY TINT WE ARE THE OWNERS OF A PORTION Or THE LAND 298RACE0 WITHIN 11E BOUNDARIES Or THE FOREGOING PUT, SUBJECT TO A UEN N FAYOR OF THAT WE 7080E NM) 580 LAO SURYEYEO AN0 5UDOMDEO AS SHORN, THAT STREETS AND EASEMENTS A5 5L70WN 7051 0rM HERETOFORE D EO0AIEO, OR IF N01 PREVIOUSLY DEDICATED. ARE HEREBY DEDICATED TO INE PUBLIC USE FOREVER ANO THAT 1145 PIAT WAS MADE FON THE PURPOSES OF 0(SCRIP11070 AND DEDCN10. 105 THE DAY Or 20 IMSA MOSTAONSI, GENERAL PARTNER 02 Z STATE OF TEXAS 4 COUNTY OF HUEOES 9 1,15 INSTRUMENT WAS 40NOWLEO020 WORE ME M MOSS/ (0001)07151, GENERAL PARTNER OF MMA OEVELOPICIT, LP. THIS THE _ OAT OF 20 NOTARY PUBLIC, IN AND FOR THE STATE OF TEXAS 500.35'32'E 177.50' 000'55'32'E 177.50' X1'1 ® N 141 7 CONTINUED SHEET 3 I WVI 1 12 131 A I S Sa/.o4' LTe' 1 811117. I 10 I 11 1 12( 13 I 1. 1 151 /8404' 28_E 00 N84 N 10.5571E 1321. 12' CONTINUED SHEET 2 -'i �D - - DROO' si - Q O-QA'�'E 260. I S89 W' 2B V FON 33' 20' YR 20 YR EE 89' OB' 1' ii 5'EE f ` 15' UE 1321, 22' -- 15' L11]�bN /' ' u 0' I'V 573. 67' r1 5O' YR 15' DE 5.66 15' LIE 5' EE 15'1E 1.0T I8, 334,530 0 7.680 AC 0889.04.EWE 512.64 5' EE 15' UC 600' R, 168 97' 15'LC © NCO. 55' 32'O 1501E YEC 42. 6Y 1, 9 6 S•EC 2Y TR 7711 jLYBSr31 A I �a L1-�2' 000'55'32'( 1466. 90' ^ 5' EC 15' UE NO0'55'32'* 251.85' 5' EE 15'40 8 8 000' 55' 32' V 1173 79' -/ ' 15' STRELT DjCAI200l - CL CR 49 15'11 5' EE 0 (5,40 S' EE 087 11' 08' C 238 190 ,62 '29E1 3.9E ,2S .00S 25 00 AC. TRACI. BOC 743 20080(8183. 0 R.. LISD fURVE DATA, 147' `15• STREET 54 -GL01C4610 4 - =�Ir 15 STREET lE ICATION S89' 1 1' 08' W 1513. 64' SEMST7AN LH 020 CREEK CR 49 �I NEyI FR 43 (KKR R0 60010 LOCATION MAP & SHEET KEY 7' =1200' O ® 0 0) 0 0 0.89.57 20'20 5.20.26' 20' 0.28026' ' 0.90.00 00' 0.90.00' 00' 5 0. .20026' 20' 20'26' 20' 9.30 00' 9.300 DO' R.360. 00' R•15. 00' 8.15. 00' R•300. 00 9.360 00 1.29. 94' 1.54. 00' 1.64. 90' 1.15. 00 1.15. 00' 1.54. 08' 1.64. 90' 1.47. OT 1.107. 02' 1.128. 42' 1.23 M' 1.23.56' L•107. 02' 1.128 42' C0•N45.52'12' V 07.919. 77. 38'E C8.809' 17' 38'E 00.144.04' 28'E [1.0845'55'3200 CB•009' 17' 38'V 09.309'17' 38'V 07.42.39' 0.106.45' 09.127.74' 0.21.21' 0.21.21' 0.106.45' 08.127.74' 0 ® Q 0 © C. 0430.06' 40 D90007' 53' 0.16'00' 07' 11.17.2r 59' 0.89.53 43' D.17.14' 04' 1.30 06' 1.30 30. 01' 7.6035' T.�. 50' R•30. 00' 9.637. 50 1.47.18' 1.47. 19' 1.179.33' 1.11771.48' 1.47.07' . 95' L.191. 7' 010444.07' 48'E C0•N.5' 40.56' V CbS07. OB' 32' V CD.S06.28' 36'8 CB•N44. 14' 17'E 01191.73' 079.42.47' 077.42. 48' 01.179.94' 0.170.81' 0.42. 34 CPM1.340E 0.191.0, 88,940E 0 27.5 AC. TRACT, DOC. 75 2003067159, 0 R., LISD _6900 SOW. TRA37CTS, 8,7. 157R 3, S89' 05' 03' W 159. 34' 4.29 AC TR401. ALARAROSA CAST 1110, DOC. 7A,. 2002017337, 0 R. 500.54' 11' E 558. 28' STATE OF TEXAS 9 CO444TY Or NUECES 9 WE, (NAVE). HEREBY CERTIFY THAT WE ARE 17E HOLDERS OF A LEN ON 1. POR1009 OF THE LAID EVDRAC(D MTIIN THE BOUNDARIES OF TIE FOREGOI.G IMP AND THAT WE APPROVE THE SUBDIN509 AND 0(010871ON FOR THE PURPOSES 0810 CON5'DE9ATIONS MEREN EXPRESSED. 82: TTL(: STATE OF 1T7NS 0 00uN1Y 0< NUECES 9 TMS INSTRUMENT WAS ACKNOWLEDGED 8EF0RE ME 87 OAK). (TOLE), 02 THIS 701E DAY OF 20 395_4 _--. _ _ T �I/ `CL rH 43 1" -CL LOXLEY DR S89' 03' 43' W 297. 55' 0 IBD' 200' 400' SCALER 1'- 200' NOTARY PUBLIC, 1N AND FOR I7E STATE OF TEXAS PLAT OF KING'S LANDING UNIT 1 ® 9716'00' 07' 8.56E. 50' 1.79. 73' 1.158 47' 01.757.08' 00157. 84 A 124.405 ACRE TRACT m LARD, ROBE 0R LESS, A PORTIO Q A 293.041 ACRE TRACT,DDC. N0 2019035726, 0.8°,8 P01110N OF 10 00 ACRE TRAGI, DOC, 088. 0019040395. 0 R AND A PORTICO' 0' A 130 370 MRC TRACT, 150 75 2019051482, 0 R , SAID 124.405 ACRE TRACT KING A PORTION 0' SURVEY 135 ABSTRACT 581, CCRTIr1U1E 29 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS RASED CAMILLA IRRIGATION COMPANY, NIECES CO.. TS CORPUS CHRISTI, NUECES COUNTY, TEXAS BASS & WELSH ENGINEERING Tx SURVEY REG. NO 100027 -CO TX ENGINEERING REG. NO. O0705 1:71RIST4 TOOLS 44TREET. GATE PLOTTED 1/09/20 C01P, 7a PLAT-S73DVG AI N0, 18068 SCALE. AS DOUR PLOT SCALL 1' • 200' MR 1 OF 6 EXHIBIT 1 STATE OF TEXAS { COUNTY OF micas 0 WE, CORPUS CNWST1 COMMUNITY CHURCH. HEREBY CERTIFY NAT 10 ARE 780 OWNERS Or A PORTION OF THE HIND EMBRACED '41781. THE BOUNDARIES Of THE SUBJECT PIAT. SUBJECT TO A LIEN N FAVOR OF THAT WE HAVE HAD SAID LINO 50810YED AN0 SUB0M0ED AS 5401VN, THAT STREETS AND EASELIENIS AS Snow: HAVE BEEN HERET0F0RE DEDICATED OR C NOT PRENOUSLY DEDICATED. ARE HEREBY 0001CA100 TO THE PUB0C U30 FOREVER AND THAT TNS PUT wA5 MIO! FCR THE PURPOSES Or DESCRIPTION AND O(OMATION. THIS THE _ OAT Or 20 8 mQ l; 5" B Ss• 8R ng DANIEL SCOTT Mt00NAD. PASTOR P6RT1ON Or A 130 570 ACRE TRACT. DOC. N0. 2019051482.0 R . A PORTION OF SURVEY 135 ABSTRACT 581, CERT If 1(811 29, SIRv1Y 13/. ABSTRACT 579. CLOT IFICATL 31 AND SURVEY 139. ABSTRACT 577, CERTIFICATE 33. SAID SURVEYS NAKED CLAERILLA IRRIGATION COMPANY, 8EC(S CAL . Tx, 1491 OCV1LU'NCNT, LP N89.04' 28' E STATE OF TEXAS COUNTY OF NUECES THIS INSTRUI01 WAS ACKN00(E00E0 BEFORE 780 BY DANIEL SCOTT M0001.4..D, PASTOR OF CORPUS CHRISTI COMMUNITY CIDRCH. 786 THE _ DAY OF CURVE OAT& 0 D•90'00' 03' 0.45. 00' T•l5 CO' L•20 56' CB•544•04' 2872 CH•21.21' 439. 48' T5' -12E. Tom. lir 75.00• _6 7_ 6300'_ s• .� 0 N 3 1 41 20 NOTARY PUDLIC, IN AND r0R THE STATE Or TEXAS 0.90.00' 00' 2.277.30' 03' 0.15. 00' 0.56. 00' T•I5 00• 1.49. 11' L•23 56' L.271. 22' CB.N 5.55' 32. v CB•N00' 55' 32' 6 01.21 21' 01.73. 05' +K 23 24 • 10,451 Sr cy 9,819 S< 8 25 S ‘tee.i1 S 9.750 Sr 0. C 14 n---..„. 74 0�0- - 4� x4, , 22 % �� 14.11s . 11 75.00• 10.389 5r 7188'59'37'E 1 26 • 8.710 47. SKr- - 27 8,190 Sr 6100' - CD O CD CO • CAUl 0 W O no P1 140Y 08' 28' ( 219. 11' -., 1489.04' 28' E 399. 97_ _ 95.74' ( RIIAEGAL CT Oi \ 0 7189.04. 28'E 279 11' -PSS 69.00' -P 0' EC -w0 /14 IIr- / 25• YR- 7� ,,i 18 19 'T 8.970 90 10,492 SF :98 9.844 SF 9.100 SF 21 10.370 Sr A& '05-- IST 17 - !L/ N88' 59' 37' E� 'f 95 31' 1 N 1 '4\ 7 10.311 Sr 0'¢ti 6 10,400 Sr r7 pp 9( gE-314„04' 5 ]. 6q , 10 9,308 Sr 11 9,300 Sr 75 00• 12 a 8,556 Sr E 69. OD' © 0 D-41.45'01' 2.48.45.01' R•35. 00' R-35. 00' T•15.06' 7.15.86' L'29. 78' 1.29.78' CB•1466'33.01.6 CB81464.41'57'( 0H•28.89' (0.28.89' STATE OF TEXAS COUNTY Or NW= WE. (NANO. HEREBY Mary THAT WE ARE THE HOLDERS OF A LIEN ON A PORTION OF THE LAND EMBRACED WITHIN TK BOUIOAMES Of THE FOREGOING tMP ANO THAT ME APPROVE THE SUBOMSION ANO DEDICATION FOR THE PURPOSES AND CONSIOERAT10N5 THERON EXPRESSED. BY: TITLC STATE OF TEXAS COUNTY OF HUMS THIS NSIRUMENI WAS ACKNOWLEDGED BEFORE ME BY (NAME). (TITLE). OF TN15 THE _ OAY OF 20- N89° 04' 28' E 60.00' ,-S89'04' 28' W 75. 00' �S00° 55' 32' E 11.81' /Q o _ 8 $I 0 • Di 60. co IA V Vy § I_ f6 Y 73. 15 1m - 8.580 SF 9,725 Sf R„ I 8 S 8I NOTARY PUBLIC, IN AND FOR THE STATE 0' TEXAS B07LS 1. THE RECEMN6 WATER r0R THE STORM WATER RUN0Fr FROM TN5 PROPERTY 15 THE 050 CREEK. THE TCE0 HAS NOT CLASSIFIED THE 401ATIC lir USE FOR THE 050 CREEK, RUT R 6 RECOGNIZED AS AN EM'IRONMENTAILY SENSITRE ARCA THE 050 CREEK FLOWS DIRECTLY 4410 THE OSO BAY. THE TCE0 INS CLASSIFIED THE AOWTIC LIFE 115E TOR THE 060 BAY AS (l0EPn0NK' AND 'OYSTER %%l(95' AND CATEGORIZED THE RECEMNG WATER AS 'CONTACT RECREATION' USE. 2. THE BASIS Or BEARINGS 6 THE STATE Of TEXAS LAMBERT CRD. 50678 ZONE. RAD TAM. 3. THE ENTRE SUBJECT SITE IS IN FE1A SONE x, PANEL 48355005050 (10/23/15). 4. LEGAL DESCRIPTION: A 124.485 ACRE TRACT Dr LAND, TORE OR LESS, A PORTION OF A 293.041 ACRE TRACT. DOC IQ xxx, B R., AND A PORTION IB' AIN. 570 ACRE TRACT, DOCUMENT NO xxx, 08,, AND BEING A PORTIO! OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, 5LRVE1 137, ABSTRACT 579. CERTIFICATE 31, SAID SURVEYS NAMED (06004LLA IRRIGATION COBPA T, MACES CB, Tx 5. THE TOTAL PUTTED AREA CONTAINS 124.485 ACRES OF LAND INCLUDING STREET D(O1CAnONS. 6. 78E YARD 8EOlARE1ENT, AS DEPICTED. 6 A REOU8REMENT OF THE uNP1ED DEVELOPMENT CODE AND IS SUBJECT TO CHANGE A5 271E 20NIN0 MAY CHANCE. FORTIER Or A 130 570 ACRE TRACT. DOC. NO. 2019051482,0 R , A P0RT10N Or SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577. CERTIFICATE 33. SAID 51RVET5 FWED (LAER1LLA IRRIGATION =PANT. NIECES CO., Tx, NPN DEVELOPMENT, LP • ITA' moo' PORTION 00 A 291 041 ACRE TRACT, DOC NB 2019035726, O k, A PORTION Cr- SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SIRVEY 137, ABSTRACT 519. CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SIRVEY6 11AED (LADR1LLA IRRIGATIIIN (OMPANY, MECES 00..10. ITN DEv(10ICNT, LP 1050. 33' Ir 71_7 _- 11 LIQ 1 4-"4 - Il 9,701 SF Elm L 0228- 23 7.771 90_ CE 59 79' SF _57_0' _ a 7,440 Sr __,2.807- - 4 a 8,06 ssr _ Sim - 5 A 8,980 Sr ,4�0 - - 6 • 8.32 Srr O _fig OL 7 a 7,800 sr _ 35, OIC_ 8 • 8.450 Sr _- - 11_0:7- 9 a 8.190 Sr --- _ L.30'_ 70 a 7.085 20 __ - 7.5--3,7._ . 11 • 9,750 Sr _ 25' `L - g0 00_ J. ..- __ 57. 00' 62. 00' 66 BY 64. CO. __ 60. OB •KK•D4.2R'E 65 00' 1020.33 63, OB - 54_50' })(r� 2 x 6,874 Sr 75 OD' -. 613. 13 I 02 • 7,561 SF N 9.232 SF f S W pp OI o 25 10 Al 1^ 61. 08 60 00' J /O 8811 (5 • - 0Y 79.1]' I! 14139.04 287E 2 4 Ow ME_ 1117.83' - �- BLACKWATER SI �`�0 0� -33-71 ' 61.00' 64. o' 6208 65. 00' 3' EE )0 08 6B Od 67. 08' u- JS 00' xa n, w, 11 JI 1IA 4 uu 5r $ 2 x 6,874 Sr 3 e 7.015 Sr 4 7.360 SF 5 • 7,130 Sr 6 a 7.475 5r • 7 8.050 Sr . 8 7,820 Sr . 9 7.705 5F • (0 8,625 5T ,IL IIM8.528 _e. 00_ __ 59. 785 61_08_ _64.00'_ _62.00' 65.00' _ _-70.00' N uack �� 68'rr 1„- 67.00'_ _ ?5.00• _ _ _ 589.04. Kr V 400 DROGON CT 089'04. 09'C 2 14 7,1A. �A A3 / is 4 40 5 74.06 684 9,620 SF 5 EE 61 00' 25 90- =.I 2 4,I 1 gII1A 9.190 p • 3 Ski 9,704 Sr IR A u 8.840 Sr 9.820 SF n .. I 7. 421.T - '- T!, ILII'- 6@�- -6130' - LOT IA, 334,530 SF • 7.680 AC 0 7.5 LE 1 E 94 589.04' 28'V 1117. 83' - - DROWN ST S89'04. 28.8 1020. 33' CONTINUED FROM SHEET 1 LOT 1. 1.800,800 SF • 41.341 AC � CONTINUED FROM SHEET 1 STATE Or TEXAS { COUNTY OF NUECES { I, NIXON M. WELSH, REGISTERED PROFESSIONAL LA70 SURVEYOR OF BASS k WELSH ENGNEERWC, HERE81 CERTfY THAT THE 700(5 40 PUT WAS PREPARED FROM A SORv7Y WADE ON THE CROWD UNDER YY OIREC1ION. TNS T E _ DAY or 20 , 7110(94 6 vELSO, R. P. L. S. 12 0 z 2 C C3 N 2 W PLAT OF KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES COUNTY, TX 0 30' 60' 120' SCALE. l'• 60' BASS & WELSH ENGINEERING Tx SURVEY REC. NO 700027-00, TX ENUN0 O. N0. F-52, 3054 S. 44,4103A STRE000 ECET CORPVS CHRISM TEXAS 76404 DATE PLOTTED 02/02/20 CUP. N0, PLAT-SN2.08G JOB 710, 18068 SCALE, AS 541V74 PLOT SCALE, 4' • 68 SHEET 2 Or 6 CLAW. DATA o © o 0=90.00. 00' 2=90.00'00' 8.15. 00 R•I5. 00' T-15. 00 1.15. 00' L•23.5*' L•23.56. C B•S44• 04. 28.8 C8•N45. 55' 32'9 CH -27. 21' CH.28.28' PORTION a A 293.041 ACRE TRACT. DEC. 943 2019035726, 0 R. , * PORTION OF Su28E1 135 ABSTRACT 581, GIRTH -KATE 29. SURVEY 137. ABSTRACT 579. CERTIFICATE 31 AND SLAVEY 139, ABSTRACT 577, CERTIFICATE 33. SA12 SURVEYS NAMED CUADRILLA IRRIGATION 001PI1NT, NJECES Ca . TX, 10'8 DCVCLO'RCNT. LP 0.89'55' Jr 8.15.00 T-14.98' C.2154' Bw.5.53. 21• 01.21. 20' 0.90' 01' 23• 8=1500' 1.15. 02' L•23. 58' CB•TN4. 06' 3r C CH•29 23' N00.55' 32' W 12 87' N89'04' 28' E 1050. 33' 11 _2.00'3.3 12 L'. 9.360 ST 8 _ *2IlO_ _ 13 A 8.450 SF _J5 1R 65 00' 72. 00 NOV 04.28 0 1020 33' la • 8,320 Sr 8 64. 00' n .2C .SS .00N PORT ION OF A 293. 041 ACRE TRACT. COC Na 2019035726, a R , A PORTION Cr SLRVEY 135 ABSTRACT 581, CERTIFICATE 29. SURVEY 137• ABSTRACT 579, CCRTIr KATE 31 AND SUNY 139. ABSTRACT 577, CERTIFICATE 33. SAID SURVEYS NA1E0 CUAONILLA IRRIGATION CO Hoff, NIECES Ca , Tx, NPR DEVELONENT, LP CONTINUED SHEET 5 1 41 I4B9•W'28'E ul I 120 00• 1 9 IB 1 61 YI 7.800 SF I 81 I I Iw 18 10 7.680 Sr 1$ 8 Iw' 7,5611 V0 SF 1 8 1 8 12 7,440 Sr • I 1 61 I 81 'I ! I 1 wl 13 7,320 ST 1 8i .4a9.04. 28'E I 1 120 00• 14 7,200 SF I 881 1 p1 141 I$ I 1 SIB al A 31 28 29 6,600 Sr ul ql ^1 gI 1 30 6.720 SF 4 1-1 1. IN I 31 u' 8 18I 6.840 SF � I 18 1 37 i8 1 6.960 Sr 1 • 8 1 1 Iw l IB 1 33 7,080 SF yl 8i I 1 1$ I8 I I 34 7,200 SF • 81 I =I 8 I 35 7,320 Sr 3.2C .SS .00S STALE OF TEXAS 4 COUNTY OF 686025 4 THE PAL PLAT OF THE NENEIN DESCRIBED PROPERTY WAS APPROVED BY THE DEPARTLIENT OF 0041.0PWENT 3ERNCES OF THE CRY Or CORPUS O71RST, TEXAS Ta1UM J. GREEN. P.E. 0EVELOPNENT 5ERNCE5 ENONEER DATE STATE OF TEXAS COUNTY a NUECES 1 THE FIwLL TAT 01' THE HEREIN DESCRIBED PROPERTY WAS APPROVE0 ON BEHALF Of TIME CRY 01' CORPUS C0R611, TEXAS BY TIE 284•11N6 001A165014. THIS THE _ 04Y Or 20 ERC VIUEIREAL. P.E. NINA NOON-NEN0C2, rNCP CNN/UM SECRETARY STATE OF TEXAS 0 COUNTY Of N17EOE5 0 fU '.I 1, NAR* SANDS, CLERK OF THE COUNTY 00087 N MIO 108 SAO COUNTY, 00 HEREBY CERVI'! THAT THE FOREGOING IN5IRUIWT DATED ME DAY 01. 20 WITH RS CERTIFICATE OF WTNENTICATON, WAS FILED FOR RECORD N NY OFFICE THE _ DAY OF 20 AT O'CLOCK U AND OILY RECORDED THE Oa OF 20 AT O'CLOCK _N. it. 11E IMP RECORDS OF SAO COUNTY N VOLUME PACE - NSTRUUEN7 1AA18ER WITNESS NY IUVq 9240 SEAL OF THE COUNTY COURT IN AND FOR SAID COUNTY AT OFFICE N CORPUS CHRISTI, NUECES MARY, TEXAS, THE DAY ARD YEAR LAST IYRIIIEN. 8Y: 2489' 08' S 1' E 180. 00' m oEFVTY 30• I 30' I Ila co. Ni i8 ! 1h05_ v.00_ ,I I 1 33 - I O A 1 36 I I y 8 1 7,911 Sr Pi'1 18 -AI- g". nNo _ !I 8 .)i -i.-.• V, w I NB9.04. 28•E L. IS 16 W r-' 120 00 1 I 196 ff `a. 9,702 Sr I� �1 2 1 37 S1 I 8 A 1 7.200 Sr 8g 1 ' 25 YR _ J I P 1 1 ' I�, 73.01' SEE 60 (kr 7_1) I I 8 I'9 2 18 7.39 sr ' 1 1$ 18 A1u I I BLACKWATER ST 14 1 g • 81 1$ 6.720 ST IR 81 1 D.! n Iw ti •1 1 A 1 I A 143 © ISk• Im 1 18 I 6 1 39 6 7,800 Sr fi. 1"1 i8 1 7. uo sr 8 19 1 8 $ I 6,600 Sr Bg VI 1 I 1 I Ne9.04•te E N89' 08' S 1' E 290. 00' 2489' OS' S 1' F 52."0.20' 0 NBro4•ze•E ra9•a•2e•c 120. cry I , es' n• , 1 1xiar 120 00' 120. DO' �.qy1 I I 00I I 5' ,F za m' I I I w 20 xi �Y $ IB 69 21 AWA 70 N lu Ip 20 j0 21 IB 'ShM � Bf.I'I Z 21 C.:1 Si I I l':2 7.216 N 1 m 1 7.742 Sr O 7.731 SF AI ffi u< 8 18 I 7,758 u 6,276 599r 96•_1.1 1 D W 7.216 SF 1 .4 2Y 23' re 1 �''-' A I 10' YR/UE 99.98' 1•,1u+ =1R = 30 �• lQI�, �10_YR/UE .JQ3. 00 _ L - L I 1 1, __I _10192• to rR/1ELc y - Al. 2� - �li� .114 FR Fin. 03' - • -s'{E 1 8 rn >� I ` , r • O I ® - Iter 08.51' E 210. Oa O y l ® . SW 08' 51' 8 205. 00. V, ©" ~ N A ® I ©•1 2469.04. 28' E 210. Oa DROGON ST SR9.OI'243'V 293. 0U' 2489'OB'31'E 279.435' 'I _ NBY OB'SI'E 2435 Z IR1r04'28'C ION 55' Z 2400.55' 32 1 251. 85'�y 8 0 U 15 L_ 9, 8 50 55' 71.00' 5' EE 66. 00 • 65.00 55. 00' S [C 6T. ?kr- 1 - -15,41- 073 ' ' 1'R714 yA § 11 ! 12 A A 14 IS V 16 p 8 Y 5,913 sr 'Y 8,465 Sr 7,590 Sr 7,475 SF 6.325 Sr 0.644 SF till _ __ IaY 41E1 - - 50.55. - 78. 00' 66.00 65.00 55 00' 61. 00_ - N. 8 589'04'28'* 1117. 83' 589' 04' 28' B 1020. 33' 1.01 8, 1,800.800 SF • 41.341 AC CONTINUED FROM SHEET 1 1� 1 i I' 7,0430 SF 16 6.720 SF Iu 17 18 6,840 ST I8 Ig I8 18 81 11 61 81 1 1 81 I 36 7,440 SF • 37 7,560 SF • 8 8I 1 FONT 81 1 I I IS 3e 18 1 7.680 SF 8 lu 13 VARA WAS, CLERK COUNTY COURT NUECES COUNTY. TEXAS PORTION or * 293.011 ACRE TRACT, DTIC. P4 2089035726, a R. , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579. CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS HARED CW08ILL* IRRIGATION COPANY, RACES CO., Tx, ION DEVELO4667, LP RENAINDCR OF A 293.041 ACRE TRACT. COC Na XXX, a R., NPN DEVELOPMENT, L. P. S00' 55' 32' E 10. 00' CONTINUED FROM SHEET 1 1189.04' 20'E 260.50' LOT 1, 654,855 SF • 15.033 AC 0 (4 O W O • U r1 Cr` 0 30' 60' 120' T'1 SCALE. 1, 60' S89' 08' 51' W 1321.22' 2500 AC. TRACT CCC. l0. PLAT OF 2008088783, 08., LISD KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES COUNTY, TX BASS & WELSH ENGINEERING 10 SURVEY REG. NO 100027-00, TX E 044109NG REO. NO. r-52 3004 S. ALA E0A STREET. CORPUS h4RST• nos 78404 DATE PLOTTED 01/0222/1 CORP. PTL PLAT -DOING AB 70, IBM SCALE. AS Mawr. TOT SCALL 1' - 60' SIEET 3 Cr 6 CI IRVF DATA ® 0 2.89' SS' 37' 2.15 CO' T•1..98' 1...23. 54' C8.4445. 47 21.44 04.21.. 20' CONTINUED FROM SHEET 3 D.50'03 23' R.I5 00' 7.11 02' L.23. 043. 09.744.06' WE CH -21 23' PORTION Of A 293.041 ACRE TRACT. DDC. Nn 201903974 0 R , A P0014174 Cr SLRVET 435 ABSTRACT 584. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTITICATC 31 AND 51RVET 139. ABSTRACT 577, CER7171CATE 33, SAID SIRVETS RARER CUA8RILLA IRRIGATION 008704T, 40006S CO . TO, NPN DEVELOPMENT, N89' 08' 51' E 560. 00' M IIISar 1 715ar ,�II i 0u1 'o61 18 �I�" 6.21766 SF el }� O 6.276 SF •1 epi, ysit 4A,� u 'T L,JOQ.Q2_ 1�Tii4�11--4^ _ 9; 9� - 41 i 1uu u S89'00' 51.0 200 00' Q H 8 Jg $ S S89. OW 51.11 - 280.00' PORTION OF A 293. 041 ACRE TRACT. DOE. 440. 2019033726, 0 R , A PORTION OF SLRVET 135 ABSTRACT 581, CERTIFICATE 29, SIRVET 137, MSTRACI 5 9, CERTIFICATE 31 AND SIIRVET 139, ABSTRACT 577, CERT17108TE 33. SAID 51RVEY3 8071E0 CU*0R4LLA IRRIGATION COfAMT, NUECES CO. TX, ;UN DEVELOPMENT. 1.2 CONTINUED SHEET 6 ,02 '2L21 M.2E ,SS .00N 8 I I 10 I 5.750 sr 141 18 18 I I 11 6.325 Sr • 183 1$ 5.730 5' 1 8j 7:5"..4 1 r �I � 18 10 O I n° 81 I r I ul 81 18 1$ 14 5.750 57 1 81 1$ 45 5,750 Sr • $I $I $ 8 16 5, 750 SF (189.04' 28• 8 8 18 17 1$ 5.750 Si J4• 14 115. 00' 8 8 IFj 1 18 D.8 5,750 Sr 8 8 19 5.750 SF 8 • $ 8 8 20 5.750 Sr • 88 4 1' 21 5.750 ST a 8 18 18 Iv I'8 22 $ 5,750 Sr8 of I� �N 23 P' 118 5,750 Sr $I 18 489.03'28'( K 7 141 ar 1+p 24I 6,285 Sr y 4- 170 NOT 08'51•C 20000' 209'008'.00' 051.0 --- 2- DROGON ST -14 ml8 1 n 889.01.28.E 115 62' IS 1 26/;,-.%, 8 5,782 57 u 181$9.01'28•E ,^, I''6 115.68' 8I 81 27 5,785 Sr 089.04' 20.0 8 8 8 8 I$ n I 115. 75' 181 28 1 8 18 1 5, 789 Sr 8 1 589.04'208 1 111 82' 1 181 29$ i8 1 5, 792 Sr ; 8 II SOT04. 28.8 1$ i 14 1 111 88' 30 18 5,795 Sr 1 8 089.04.28.0 81 $1 441 95' 31 6.379 SF 889.OA' 28'E LA 8 8 17 11602' 118 1 32 18 I 5.803 SF 1 089'04'28'0 1 146.047 18 I 33 18 1 5.806 SF 1 I 489.04. 29.E 8 8 8 8 II 1 $1 116. 45 34 5,809 Sr NOV 04.28' 116.22' 18 1 33 18 5,812 57 "i NOV 04'48'( p lu I 4 I 1 8 1 8 116 29' -1 36 8i 3.816 Sr � 8 N139.04. 20.E 4 I 116.35' 1 I$137 1 'Q 18 1 5,819 SF 18 1 I 48970.'2e• 18 II 18 18 1 1 18 I 116. 42' 38 5,823 St - 809. 04" F 4409.04. 28'E 116 48 39 5.826 Sr 4409'04. 28'C 8 8 55. 8 I 116. 55' I 40 `` 6.397 sr 1 _1 'NOV 08'51'C 101.64' 196 7•- 54. 99' 14 8 8 8 8 5 8 8 A FF S89' 08' 51.14 1321. 22' 2500 AC. TRACT. 000. NO. 2030010703. 0 R., LISD 20 00 P.C. TRACT, DOC. 00 2005027456, 0. R.. 1.124008 IND. SCN 0107. 0 30' 60' 120' SCALE; I'• 60' PLAT OF KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES COUNTY, TX BASS & WELSH ENGINEERING 10 SIRAEY 820 40 100037-00 TO H18RRW 0 REGSt 3061 SSSOEO. DATE PLOTTED. 01/02/20 COW. 70. PLAT -S114.086 JOB NO. 48068 SUiE. AS 0004 PLOT SCALE. 1' • 60' BEET 4 OF 6 CURVE DATA 0 S•90•act 00' R•10 00' T•10 00' L•IS 71' CB•S44• 04' Pr V 01414. 14' D•90.00'00' R.10 00' T.10, 00' L•15. 71' CB•1445.55. 32'6 CH.14.14' PI .2C .SS .00N PORTION OF A 293.041 ACRE TRACT. DOC. ND 2019035726, 0.R., A PORTION 0 SURVEY 135 ABSTRACT 581, CERTIFICATE 29, 51RVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SIRKY 139. ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS RAWL, C0AORILLA IRRIGAT 101 CCBPNIY, MIECCS CO. , 1X, IPM DCKLO4ENT, LP PORTION 0' A 293.041 ACRE TRACT, DOC. A0. 2019035726. 0. R. , n PCRT104 0f SURVEY 135 ABSTRACT 581, CERTIFICATE 29, NRKY 137, ABSTRACT 579, CCRIIFICAIC 31 AND SURVEY 139. ABSTRACT 577, CERTIFICATE 33, SAID SLRVEYS NNICD COADRILLA IRRIGATION COPANY, /ALMS CO. , TX, NPN DEVELOPENT, LP N89'04 28'E 290. 00' 120 00' I 1 13 120. Co• 1u I8 I I. 36 i8 7.770 s< lyN'51 8if8 1 8�g 1=-; 9 22 7.778 v J' fa/y): J.. I I 1 tar - + -t— sem----�� t' tar -su -� 589 04. 28' E 110 00' 1:2)4.1 © ' 589.04.28• E 110.00' _ NB08't 290.00' MEEREEN ST NBY 04' 28' C 110. 00' © - 324 Z'—TD'sOuL---'T 1 I 8i 8 8,139 SF I 81 689.04' 28' E "I 120.00' p1 4313 SF I I� IR t 18 1� 1 If 7 7,440 sr 8 IB 4 7.560SF I 1 I �I 181 8 It to © )489.04'28.E 110 00' T— 21 pNI O 7,778 SF 8' J 1 x'04' 28'E H 120. 00' oIyl I I k I s 8 I 81 7, „0 sr 1 81 'l 549:2c0:•0.28:0 1 I 6.8540 Sr 6, 6960 SF • 1 I vl 1 8 II 1 181 I I 4 yp l� $1 22 7,560 Sr • PI QYI 81 1 S—I 1$ 23 18 1 7,440 SF 8. I lu v I 24 Ig 6,840 5f I 1 1 I I 18 1 1 1 8 21 25 �+ 7.560 SF 8 0IN 1 zb 7, 4,0 Sr 8 NA I n 8 1 27 8 1 6.960 SF 689.04' 20' E , 1 120.00' 22 7.933 Sr 8 1 AI 7,920 SF 81 81 I 1 i I 1 Y9 9 CONTINUED FROM SHEET 3 I= I • Ip 1 3.2E .SS .00S PORTION 0f A 293. 041 ACRE TRACT, 00C. N0. 2019035726. 0.8,, A PORTION 0 SUBKY 135 ABSTRACT 584, CERTIFICATE 29, SURVEY 137. ABSTRACT 579. CERTIFICATE 31 AND SURVEY 139. ABSTRACT 577, CERTIFICATE 33. SAID SURVEYS OAIED CWSRILLA IRRIGATION COMPANY, NUECES CO. ,70, NPN OEVELOP1ENT, LP 0 30' 60' 120' SCALE' l'= 60' PLAT OF KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES COUNTY, TEXAS BASS & WELSH ENGINEERING TX SUNEY REG NO 100027-00, TX EN0EERNO i REE. t40. CORPUS2b,R0RSTREET. . TEXAS 70404 DATE PLOTTED 01/02/20 COP. M. 04L81-005.060 .431i 16. 18068 SCALL AS SMOVS PLOT SCALL 1' • 60' SHEET 5 O' 6 CURVE DATA. © �0 1.90.00' 00• 2.70 OO' T• 10 03 L•15 71' CB,S44.04' 28• C.14 14' 0.90.00'00' R•10. 00' 7.70. 00' L•75. 71' C8•845•55'32'71 CN=14.14' PORT IDN 0 A 293 041 ACRE TRACT. DOC. TO. 2019035726, 0. R. , A PERT 1119 EC SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SORVEY 137, ABSTRACT 579. CERT IT ICA TE 31 AND S'RVCY 139, ABSTRACT 577. CERTIFICATE 33, SAID SURVEYS NAHED CuACRILLA IRRIGATION EOIPANT. KEELS CO. , Tx, NPN DEVELOPMENT, LP V 0 (A N 7C. N N IU 0 PORTION 0r A 293 041 ACRE TRACT. DOC. 7100 2019035726, 0.R. , A PERI IAN If SIRVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, A60TRACT 579. CERTIFICATE 31 2210 SIRAT 139, ABSTRACT 577. CERT IF KATE 33. SAID SIRVEYS NAKED CUADRILLA IRRIGATION COMPANY. NUECES CO. , Tx, NPN DEVELIPNENT. LP N89' 04' 28' E 334. 87' i;16 115.00'1 .J1yT1 849 6.303 Sr 0 (OI �}i au Si LVIL 4of 589.04. 28'v 105. 00' 0 1489. 04' 2682 140 33' OMIT. SI 089.04.28.0 105 00' _ I .L;{E_ -T jrelf E` — 7 ry I "I 18 6.533 SF 81 NB04'28'C I 9. I 11500 18 y 5,773 52 OI 81 I I y, I 3 Si IA. 5.750 Sr q 441 4 18 i8 5,700 u gl 18 5 5,750 SF ul 4: I :8 I8 6 5,750 Sr .il Ig i8 .7047 u 8 8 IS IA 3.750 SF 88p 4 18 i8 9 5, 750 SF 71719.04. 28'2 8 8 115 CO 10 1 114. BT' 11: I 15 It 6.372 Sr 1 4¢1 1 _ 589.04. 20.71 114.94' - F 10' DE 16 40 $ 6.524 SF 8 S89.04. 28. I� 11502' 17 $ 8 5, 752 Sr 8 089.04' 20.71 8 11508 10 5.755 SF S89.04'28.6 18 4 -14 88 8 8 115. 15' 19 3.739 Sr 8 589.04' 28' V 8 S >0 115.22' 20 5,762 SF S89.04.271'V 8 8 8 115 28' 21 6.342 SF 589.04' 271' 115 35' 22 8 5.769 Sr 589' 04' 26• V 713 42' 8 O 23 8 5,772 SF Se9.OA' 28'v 008 R 115 49' 24 5,775 Sr 589.04'28'71 008 88 8 8 r 8 8 115. 55' 2s 5,779 Sr N89.04. 28.E 115 62' 26 CONTINUED FROM SHEET 4 8 5T DE .69 •2061 3.40 .00.105 53 P 0 30' 60' 120' SCALE' 1'2 60' PLAT OF KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES COUNTY, TEXAS BASS & WELSH ENGINEERING 10 S7RVET REO. ND 100027-00, Tx 046KER040 REO. N0. 1-52. 3054 S. AI2Y00A STREET, CORING C1885n, IExAS 78404 DATE PLOTTED. 01/02220 COMP. NOD PLAT -0146.006 JOB N0. 18068 SCALE. AS SN0v6 PLOT SCALE. I' • 60' SHEET 60r6 SWTH BANK OF 030 CREEK 369.52'.0•[ 138 20 SOUTH BANK OF DSO CREEK 003.3• 3S' •E 200 1' 0634•07.1•[ 196 3•• .481.0r7 N73.23'30'[ 126 •B _ 261 ul»4 WV.8.3. .i1:.I.PCAV `• 4_6. 1111 1011 011.0 1.1 00103 • 100.11, .Oa r.a au, kW Ia".6w11R t.AL01 SOI' 00' 04.E 5277. 91' 103, IS BIBbr_ 0303 ggintog BBt•3BBB�3�` _ ,� 1 gt irig igE 11iNINNOVOROMOkir 10 ._1 6� ��qd �lAMOM146d 114.4 11. W Fi�i�A 1 igbl�o p 1+�0 11ePlipt* l rH tilt r'33, 0111'=1911 �� i t `altill61101 ��9d IIIM �r I � + e gDa . jirf _ 5 C _ - _ r. Ea rwi g' opbao ooki � PP�i Mr4 q� g 1p p 45I A P g qp0§141 illit �n�t�k��� ;�p,�� _ _ /•y y�j�yy.B.��yp �j ��1[���{�yy �{ �yB� �y1 [B+�P�•1 I�j !p�B��B.9[ �TyµB,�!,fL(�j{�j�( 6'�/ti�j`�`1A�1>��y*lB�. �B y� Pj r p yN�'�1 5 7!S'nl7['14M17 RIP40F 1117004610441RJ4§00 j{1�}wM '�hIMM+s'T'i1��akil ��M�L�����f7�rTl7l7M�� -'' lit r. 'gio sp, gge ompgr NIN O = g t pa ggigp g � � �•.- 03OCOM :00403 c moomP OMPINP4M0 wORNIOn540 OM004- ROB. 20. 41• 22301• 5.3••]'12• 2)9.112 597.1' IB'[ 201 62 RBI' 32.00'[ 192 97 306' •6. 03' 210 02 365.09' •Y 0 o• 27 363.03' 04• r 103 96' MKTr 103.1.. rwr1.0311. It in. AtitittertgaMOWOR o w9.1 Y"•5 z N89.01' 55' 1072.21' �� ��� . •r rI�C�lliirMl��I�11� ��� - s L lf. j.a i - . 140 3 i�7tL eta. wit"! 'ZS iu i 1Q x'11 4'i v VII 1t>pC�t Ali 'r i 1L1C �It ! 3ZLT iA 261 ,a.. ` 1ErEJ Rig am mit IR iri mi i- in Rig 117E ;�rsa IES 1Gr�! l War ' trt t �i'iiAl' tQ tQw tat id' tl i 4 lAl ME ii�t' l 1 E21 ail 11 i� llit rail i -' id= 0J -. =W1 UT 211 _ 1 .�rl A:1 mum • �► a! MIX Tan[{1RIEZNI Vs SUM 1:17 ,/Fe 3 �!QiQh - V nig lace MN +aivtiitiiaut iam mura' iccle - E - iT !I701 in1 az i I IRS• �q 'IAU IQ lag I - ((pQ�.�[ i;M }!x' Q TQ f t 1 J'1 1Q iu�1 W 3i gig �{ - �III1 IL241; a[,>F ID 401 i� !U 404 ?ft 7= WWF MVP Mtn ie1► pt Intn km,* imp" 'RtTW r!Y + LQQ1 i�7�i 1 a.1i- �Q 9:1/ �SIi:1�i crux um* : I! gig �► star 173 6 {ii+l!1 �� - TR g.* 2.# 75+7 �Q� �i� ,'1�f�1�:�L_'�?J T!� IOW=1 E I_�� Ir _i.i.+r �i ___ TUJ llI ti:I44>. i ,�.;st tor:. 5.e. 0 a� #i Q � i T 1 T 3 7 3 3 T f 1 1 ��► Qig > All %yr ma 4 RN OAT Al gr. 12.477 Iv �f�"47.1 ,v1p,Atc. 3 ,74 4,11.11,1-1. I 11 ..1111010 ups w oiuo, o4a iu 3r 1 LOCATII. ON 2606 .1500' cd T(SpC�Y H q a t��3q I(CL Tn 43 L IVY NbI s• 300.52'36'[ 1362.29' e tl 9.03'I3'u 297. 55' -14 I 40 la0> �I��BBifi�*w 389'11'00'7 i I 1313. 6I' C00001001L41.. _ "14,11.111r, 43(26 B amour 0004 1.mam0.Am. n °o1�Iw IIim l.1031N. .r 16 1.403.2 wRi, i il« '�w.r.6 NIZ&MIXr 4 nW7:sorra X115.. Tl'o wR11. rt Sr.3% as NOI' 00' 23' u 5612. 99 MS 00L36.00 K MD= FOR M 21.• POST p' 13000 RAA y. 02 RR 36246 0 p MON u REL.. Rt b 36340 Or BASS 600 11[1391 [ROrb[NNO. r 103.1 •O1 TO OP uSLO FOR 57 OR 80004 MARCUS. nsui 10-3v m .r3rur.1.'1. Lfhg„,4,,t, .1 0.1 0, ur a. r 3m Q . 1 - o 03x31f)\B• 10 Wr 4046 Q . r 1 u6 r..ae 1« 3033[ .arras a «mart 117: lll ,431 me?A rlrruk az. 5r* 11 0 125' 233' 50P SC.[. 1•• 257 8600 h YSELSII ENGWEERING Ta 313.(7 04 10 100717 -OO, 11 (10003240 630 N0 I -O3. 3354 S MAV(21/80.• S1, appy{ 013013 10.1.00 06400 UTILITY PLAN KING'S LANDING* SOUTH BANK Of OSO CREEK 50000 BANK or OS0 CREEK 20750 S C eta 08700 34' 1.5".0 20 nee cm., 9O 34' -tom c2M UL woormi manta Nagle'1 M6Y 37'33.0 i XX Sr .7737[ 01 Inet 1X3 .8' 136�g.'.. /I�l` Vit 1 4 a n•E "'tt�Ci'!5 ti 38292E .1►4M►I- � NflFiWtYF lt 1 1 1 1 4 Fwgp" afield./ dikld m76a ;tD�ACK Qt a tlI� `arlw t3!v'i l�!+C' iw y.� low tnl iNdl l tdY ml Mimi IEEE fl 363.0442'0 �.0 � tart in• - t its 10..2)' t 4 ICF rp IR• , K '00'3. %•C i8 4 ‘,144.011 itifeenteikkt 38'M 171 23 7 "-I 111161MCC TAMPA Nf. MEAn. IM . r Mw M091a..ffi CO. TX r M. X01, AMOS OS. 1. MIL IT 0411.161 a n •''" 111 MA Amt. IT osTr4196AOT .46. MO. MOD ITC11.11n1LT7144 /A SIAM 111 asti:zv�• e•=r =.to1 :tasx=rst°v.• 301' 00' 04.E 5277 91 W MAC WITCO u+ora omoo-4100110Noutlati ItoidrihAMMInit fillf#0011414444§4P1154011 ORIMNIti lhaial�1pl MONIOP4p1 RE Prig. f014 did 1A� 4170 0-40 pd _ . of pp�� 13 '412,1116;111M91.11 � �pag1e19d�d 9156/�abr1- pppip� i�p ,�,. � ��4A�A� di A�AAt�d�� �A A��1��9�k��lp � .t %AMNON pp gpp qpl !dp pp��!p�I p ppd4g Jpp gl�po tl 4=. b° m�ab y9 *pt. dpodl , et1 111M1110011" 001 � 1101141910111 lt: SDD'S2' 36.E 1362.29' Am ' - gonddd9addpp ;,199100 9" 90019_A •:'90011 1 !419101100 1� g 'Li tug at en I. �� ttttt: •.• • 0'i 81� MOM 1111/111 �eit IQ IQ W4j t� 211 0'3IOW �` � +saR away ?a��r�Otla ' R GHS iyf SOS•41' :B• C eoI e2 81.32'070 92 9P 566•.6.070 210 72' os41 46 z .....1134•11M00'S 009.01' 55"E 1072.21 111111111 116 TlifARM 11"14 l'In ZU KM t � 5.�ei gi In ,n =ma •87t Mt la • it i Mt` 'i0' Naiit� {ant MI ME" xr MA i ill U 1Rt7 W !tGt<T% Mk treat trx-ai / `l�1..- l2R44 AVM Mgr tans 1Q" mAstICESirgrik 1 R�� MEW sri tASTIR EMI imatiart' irnii 4 wart MIBM io 3511' ii' i17t1: Na i74 =Railtit 'ant '0''D +ant 'Rt'D[ 'et. 'an 'a Dt 0'SaiL�DIF iSi salr =� � 7/ lam law w �. int ,gip �� W iNW�iiO oM 1121 Mali MUER irr CUM WEE error umem • 1!@ n4 MTh t,aw MeV lam urt tram tQ�'AY 1 1 IP1 d3 I 1 ess �aim - ts OCATEON NAP {•.1500' COWS TA 21 1..S Ma M: ACL DI 43 t 0 OTOMM LOT 1. 41 T1 IC L itii$91F Stir wriba i314 'i raW.'trt4. INV[ �t t Mr= RIX* Mor MkattlaritA N01.00' 23• x 5612. 99' 1118 COOWEM R MEWS= 100 M 1.6 4 1111 0 1 8 13 Ot 400. M. 8I9l GE[. M .0 Or BOSS MO 82. 6 NOT 0 BE OSLO. 60041331.y E uSED fat 00.01EX10M OM WC. NMBCS(S. .ra or 10' al romru'a'°IL o+ 0 1.1, 0'1.. 71.4 14 la If 11 .140' MA ..1...3. 0 •rn nr�[.Irv¢Ir �c i. C, or LAM POIC IAT. AA M 4. .e.. 11M1 04 ..0' s.niae .. Kn.MOW. l� ;1111C44.,... :11. atrOf 111 LAT 1C10.1110 VT 113C rat r . r¢. af7all1.11( .RR7 rT. nrN ns<II 5139. 03' 43• M 297. 55' 09'11.08'4 1513. 64' CL 01 41 0 125' 200' ttrl BASS & WELSH ENGINEERING h 54841 MEG M0 100007-00. n 00733M4 NO NO 5-02. !ON S 41.60000. SOWSl. C0BMS C..85R ELMS 13404 SMOMP ICING 5 LANDING. ?M o i00 TO KO I S -_,ANDONS uhur OOJ Pus CTI 1U1 0E0 ©OUNInf TIEXA 0140 "„ aSer,;L'gY.;.. a�.,u 1,.%rur" .." t °r 411000 .04.0 ZItt NT Nu C no.NT C0.01 CVO .01 cc.. cern cc UNNG 40013. 024.1 47,10) Ittr. 4 ron •w, a' uys 00..40• NIA ktoS v•claw. 103, •001 sccmca 0.0 1:00.7( OAMAYS Nal 4.44, AYR PA0NG_G.RARK_AND_2 0JgIL5 KC* OA) 0110)5 w cw4, .�..,. ., .•.,a,,,wr. a r,",K o- .. """Na., 0Knotry 4.4 coacverrcca m„(3• fp w Mr arwara 'or/ na rw .•,.0 SANIINI tr. COnry PO 0•••••••0 114 21.0.001.0 4 Rata...M °Tr SYN. a 44mrynab0 w • ,..,O;w,o- v0 SRC42Am1 11..1 NO Y°. ro 00)40 • TY 40RO IIMTAIle WC* OYU NY 1•013 MVO 40 MX NOW LEOQID_-_ DUSTING_ FACIUIES Al1tLAP Y. ME/WM 0 Wae P/C r.4 ,r NV.. .41...30 r+5.1.040Ne• totOra. FON Cr ci scs DOC ft t3"I��:`;n�'.�.�°� ` d'r^vu'w•.R,.°..,,..,10),"1.,, 0010.., SON. 4001 01.43. • SKTIS .STI sane S14040 er4.31. • .01 STOO• 401,00.. 3 cars .' 'Oi,.4.naINNc yon. 1114,. 2f.' ] w m4..R ...,.r.., 11. 9aa Y. MS V.. co • ,,. a,oe4R R 4W 00 001•• CONACK11 410(0) NOTES SV" Y. J.. ON NOAKOWN TO roan IT..P100. 40 .01000.431 CRAM WATER_£ OLELM9b_PREVENT 35. ' 0.1.031 `:e ain03.0a2 101 /3100 v 310001.02»31 lEOPND - PItOPO,SED FACKliiS MID_APfUR1124V dS or coo To curo .l. rK IN340.• 0001. aro las r• 450 ASS Ker r.00t T.CoNv 30,400 CONY. ff. x14. Scw. SCR. O. • 0213},..•.0 ,•r nn .a ..311 rn4 w<l Pas``""'""" CALL BEFORE YOUMiaita �b atr 0121,0.212, 52rW4113 Rx1A„ 0) 2130 GENERAL_NQIE i Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=jalals@cctexas.c om,c=US Date: 2020.04.14 13:31:40 -05'00' 5 xor�•�e'Sac wP ro P1 4..45., <1a 0)..n ....,a> �..... e,. aW,P "O • u::arO`.we`>-w :°'".., • K•un ,»+ ,.2 a.,c 000,0100 w,o- < ,®.n ac • s„ „u =MN V.9.r.07.1 .1 ° 0.441 fit°" 0 04 rvcbrR°'a',f. fttnin uncut 410/44.1.1 TO fit NAN. Ow OWN RH Or ORAN a) Ena,'aO. at NY assusc, ss kowtroni c• ova OISTRO• 0.1.2 44 M r w. 14. •40 . COT a SxN ,0., lDCAllDtl_NAP_ 1 1F_SELi DR AINAGC S AN RATER SHFET INDEX SKS 1 CORK Wel .0 1.5c21.uv4005 wane. S,KR T• SIRCR BMC ,vD 124(5 10 222.24. SCK, BME w2D MR ,C .14R 0452 v.W WC, ] 44uM-n 04.4 NO 0.1,40 3111 5-rR222 .b SR. S2'RF11 PPM. 53041 3 023.4 031004 440 M3,•OC 51.. 011,01 00 S1090 53430) 233(5(5 SKR • P•u,4 20).044 31.0 0•22,404 Pun SrRIR MO STOW SMR .0)02235 SKI, S P.u)4. GOOK MO GMMVA PIM. 510)221 MO Slab ,2•3R crows SKR 0 P.unc, 2100«..n0 144004 PLO, SYRIR M0 51411 SMR MORES 9KR > P.0. OVORG MO Mu,. PUN. 52.22, MO TCP„ 5192. WARM 24( Um.. 54.31 M0 RATER Pun MO PROF. SKR • IMMO* SaRR MD .4 01 P,M MO (110223 340 10 5.02144 SMR M0 .12, 31M Mo PRChE 91(S 11 53313015 9.0101 MO 41TIR Pun 4040 P0)04E 9,¢1 52 SNOW, 50. MO v.1I31 PUN NO Pg0••1 WIT 13 � w 0 GSR Pun APO PROra MD 0429ry 22 IMrtu SnK SKR 14WM R. MO PRO8 40) 4(.( MO Wow 0)•,W CA.. V W./ 002 OR2221 Muer. 9400 15 4103 *4003 .0311100 (005030, 524 & 232N•20 54/44)201 SKS 10 IRM Wire POW2144 40•0,04 nM 53021 1] STORY 3143 POuutt PRP(000n Pun WET 10 STORY WOrp 0031,0)0., PrtW.TOn 0),M SHR IS AOR, 00011 P4W1104 P.MAr,d Po* 5K22 STORm Wau 003131304) 10105].10N 314 S.C. 2, 001212 00014700 Roc 310 PROW %KV 24 01914 002402 t 3110 40 9001" SKR » 022924 ORM (n.v Mo 0)0)021.4 5000 24 510.01. 90200111 410 000x•01 041.223 gun 05 12001 5442 BOR 00Kl0i. C.P. SCC -5a MAR 1) 9HR M rK0 sKll s04 MAWS, 01. 500-5R0 (5300) 2) wt., 21 0)001 5443 04 4A22RI1. cA. 5Cc-s (53001 4) 5200 50 Tm0 W.0.1 004 PAWRIS CV. 5CC-0 (9KR 2) NEL, M 1,00, HANNA 002 0t3M5 OP. 10b-13 (9301 1) gun 33 now curs. sol 02.0215. OP. BC -4-33 (91111 ]) 5300 ]T O0W � T. Oa4R 4S bn0WNW/PMM,I. •4.G5 203 BW Rs, 10-1 NO SY-2 9(01 ]] 110002 P40(5,Rb. R.,, or. PR-] SKIT 33 13001 1.1CLE BW 43150),5. CAS. 4 HAM. a5CCM.W0 5 232.45. SCC -40 1IVR0PCR5. BOYS 0)06142 9 (0 SU 764.3 i]: 000 WOO n511. MRS CORW5crCOMM., 2. -CR 4013 5MAM1000 . 0000. No. xss CoRws CNRST1. r. 8413-2213 0-0022 BENEH0/017xs 101101111. BASS AND WELSH ENGINEERING RE051.11021W S,34R CO../5 021611 n.3 1380, PUBLIC IMPROVEM). NIS 00 KIN['$ (*NO8NG UNIT 1 CORPUS 01(RISTI, NUECES CO., Tx COVER SHEET AND MISCELLANEOUS INFORMg3(0N e. a Ica, f0"' nam s4aMscan 0440w®- EXHIBIT 2 O • le 12 13 kotele.fell ST le 18 13 14 ;i--1--i--J L_I _ rz -F'---1 1- __J 1_ -i • 10 i1 Ice e w 501 0 0 —;ll I I I ; PPYi DIWSED 1[3204.3. T ' o le 30 19 S 0 • Q:a . 01.13. 07 —_1 Digitally signed by Alai MH. Al. Saleh, P.E. DN: 1m-Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, •mall-plals•cctexas.co 1n, c -US Date: 2020.03.14 13:32:12 -05'00' 0 lar 200' 00' SGSG 1'• 200 N BASS & WELSH ENGINEERING TX SUMO MTO, 30 100027-004 h 0 .0:0,32 720 30 7-52. 0050 S. 21.011000 SMUT, 3400346 00000. 71340 10100 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NIECES CD, Ix STREET BASE MAP rsss ant ,a. > -M °° e. a 1-. �— SO IT 11 111 It it 14 IIR MIEN- I1 MEM �moirvimBitsrama+wmminB 031=r r -t _-RI •.� ,5t"_1,r 0011. --0— rn m VOran 0 IWO..NWia1OR araRn,naR enstemeloseRvEn Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E„ o=City of Corpus Christi, ou=Development Servkes, email=jalals@cctexa s.com, c=US Date: 2020.04.14 13:32:34 -05'00' 0 lar 1C0' 41* E031:=1 SENS. 1•. ?cc N BASS & WELSH ENGINEERING .a WOW/ REG - 103011-00. i/ 00 04034.0 REG RG 7-22JOS, a..w4JM STRUT. EGaaus OME R NM Ma PUBLIC INPROVENENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO.. T% SANITARY SEWER BASE KAP RIR TEAR t� Mot 14a JR` Tow... w megailbatev II air Oat w >rMONJIIS -a J • Ie i 13 q 16 —I--1 r-- I--I—FIs-- r _., -I- L_ _) L—r 1--i--y 1,57 1e es et 1:1Tcw, Mmr 4 4 tea'"—_—_�— ANA APE RELLASLO1011 COMSIRUCIION OLVLLC.MLNISEPY%LS C_ttyo! Imeof combooma sue. a.Nn.New.1 C SILL I• .1 P1.4I nIq Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=)alai M.H. All Saleh, P.E. o=City of Corpus Christi, ou=Development Services, email-jalals@cctexas.com, c=US Date: 2020.04.14 13:33:02 05'00' o too' 2G. 400. LasO MAC. V. 200' BASS & MELS. ENGINEERING n SWAN RCN, NO 100047_00. 74 DOCRAVENG IKG MO I -ST. 1054 S. MMMO4 St0(E1. COMA CMNIL KMS MCA PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES CO.. tX MATER BASE WAP w—a a .00 cox Puma:,on cadb 11111. 011. b. —NM_ BASS & WELSH ENCINEERNG h SUNVY 180 40 100011-00. T% 0.0010 MC 400. n0 I-52..3004 5 NNIOX START. 0205500 wan. TENS 4404 PUBLIC IMPROVEMENTS TO KING'S LANDING WIT 1 CORPUS CHRIST(, NUECES 00.. TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEVER PROFILES 82 BSS 3.11.50.005 141 TIT u 0 b0 3N01SNOOVhi - 3 IS' SIOIYI K.14.110* �yL 4,01i W.o.fr w a,t mr. • % o i el. a4 WOW 210 C i 430 .57 '000,1 %50 0 i 48 s -amu 750 0 cab A505,1, a kEOi lnS-(1_R— ir' A. 1 t --_______ ---_._.__. AWLS I pry__ -.._.-- \'0 rt't SG 3E L.! 11,<<_ \ %E 2-a- 5bttl Ol XE'0 i IIMO1 )l ]l 1- \ ,il a 0twi to i g m�i4�:.,5 Avw'igi: u 00 0 0 314321H1 4081 - 111108d 00 E 00.2 02 021 0E1 00 1 00 OIYI 00 b CO E 00 2 02 OE SE 051 CO I we >ff -- li A_ $: 4pe` tr, C' n n ---------------------------- — ----------- - I A. 1.111. 304 441,. xso l• .1.130 I. 210 C i 430 .57 '000,1 750 0 cab A505,1, a ir' A. 1 t —,-- ---_._.__. AWLS I pry__ -.._.-- 4 E 121, 1 $ A 1b511 ]l 1- WT 01 II If la 1 al 31'. POI latNVII ':n. 4X.H 00 b CO E 00 2 02 OE SE 051 CO I we >ff -- li A_ $: 4pe` tr, C' n n ---------------------------- — ----------- - I A. 1.111. 304 441,. 8 .0 220 n (i. - CONTINUED SHEET 21 MATCH LINE STA 24.59.48 1h, 0 foe 1•4414•34 100.4,4, mosses, Race m.,4. w x.Ma9 4K Na[ :14°62'XIX 4I te la • t J Ib 44 034.100 r• r. w 40 0 S-EET ‹Er LOT luau a FL sir•4" OS 43 `.4 f � f g A 1!S -w 13 CO ____ mg= _--- _8 ilii$ 0 UR I 0 14 00 1.00 35 30 25 20 2.00 3.00 OR 044E R,' M falve.41 ass. 410,014•11. 0•Inv 13, "" m, •4n EV"Lff "ii Knt 4.00 1.00 35 30 20 5.00 2.00 3 00 �ii41 4T 1,0 1400 LI PS40 PRIV IC Lr 4 00 5.00 i RI 60 30 PROFILE - BIACKVATER ST 2.00 3400 4. 21 5.00 30 nP It!: .,. .=.. t1,no n.�•�em tI1 rc .t1rx 1 •I'L RNttn91e'. ' ttr enm Tc-1r•n3x ie .�ieis«' �". 25 a' rcw 1.----- , x rculnxo VV H nxm 6.00 PROF II E - RHAEGAL CT 7600 8.00 9.00 35 30 25 0 IC L • RT • 6uittr1 34 Pt MI 411.•011 10.0.51i 30 my m 92 25 s1 20 :3.: PROP TC LI 1 RI In 32 rttrin»m/ nx W VP n Pt la t. 156 • PROF 11 F - DROWN ST a.. tnn.n. tra PRmTr RCP 0 • 3.05 II�y{� ,III r Il I:11"4".1. MATCH INE A. STA 12.50 CONIINU 0 FROM SHEET 2 0 orvvvorkaNISOWIS 6. 4.1441.410441 Digitally signed by Jalal M.H. All Saleh, P.E. ON: cn==lalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, emall=Hlals@cctexas.co m, c=US Date: 2020.04.14 13:34:08 -05'00' PROFILE IRON THRONE DR. nl 60 120' ••am1=3 35 20 4,1.4„. NnP n•4m,:.': mon NN BASS & WE15N ENGNEERING T4 NANE7 REM N0 100022-4M 044 040406.63 REO. N0. I-62. 1064 S AAK01 SART. COr03 Crb6.L ,20.63 76404 PURL IC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., Tx PAVING. GRADING AND DRAINAGE PLAN STREET AND STORM SEVER PROFILES Mar M R..a 4w X60 LL® 1044 wPnm Ila/Q114•324.-.11- I nP It!: .,. .=.. t1,no n.�•�em tI1 a44T.6 ,. rculn T.tw n.b} .' -- ^� Tc-1r•n3x ie .�ieis«' a' rcw 1.----- , x rculnxo VV H e f- -.n 1- . ,a:IH-- `may„'->-'P�-----,e-.,rte------ LT L R ---.-"�'t`-� n..,.«,. ..;,14. •'2re. ws al -- bpm �PRp PROP. u LT a 0.34 - - - PROP .•'/C> 6 n R% PROP. 4.46' R/C •04 CULVERT • 0 052 4' 06' RIC 302 01.3881 6 0 032 <Na/ \„a n1 •40„044.04.0.4 4vW1 \'a.4,0 tan Eli ,ox . rt -.1 �, PRmTr RCP 0 • 3.05 II�y{� ,III r Il I:11"4".1. MATCH INE A. STA 12.50 CONIINU 0 FROM SHEET 2 0 orvvvorkaNISOWIS 6. 4.1441.410441 Digitally signed by Jalal M.H. All Saleh, P.E. ON: cn==lalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, emall=Hlals@cctexas.co m, c=US Date: 2020.04.14 13:34:08 -05'00' PROFILE IRON THRONE DR. nl 60 120' ••am1=3 35 20 4,1.4„. NnP n•4m,:.': mon NN BASS & WE15N ENGNEERING T4 NANE7 REM N0 100022-4M 044 040406.63 REO. N0. I-62. 1064 S AAK01 SART. COr03 Crb6.L ,20.63 76404 PURL IC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., Tx PAVING. GRADING AND DRAINAGE PLAN STREET AND STORM SEVER PROFILES Mar M R..a 4w X60 LL® 1044 wPnm Ila/Q114•324.-.11- I Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jala1 M.H. r„,,' """°'G' Ali Saleh, P.E., fp%1W[Ipr4 00,41024/044 610,41016 o=City of Corpus mwN Christi, ' Gx]6S1P. 80.) ou=Development Services, email=jalals@cctex as.com, c=US Date: 2020.04.14 13:34:35 -05'00' 13.004on Nom 14.00 15 00 16 7. wnan•••n :x;L,e,::n m."""m �I'1'rt.,i x�ns ccelt, tun 1. gm. swporrt' N09' 0q' 28' C 1050.33' 1E4- .8 at e:• N89. 04' 28: 1050.•33' 13 I / 0 — 1 —'„— mP L0 = R 1 • n �a o s -- -- _ in asl _r 4D 10 9Q _ . r, r4 amP R4PCP• A4xn O 4414 �rolr K:n • I "t m.� %io e > .r. ,, iiia 1 sir•_ :„ 1« N• .1.. ,m•°.ti'n Yr. 30 K s r, 4a1Kn ... n •S y, lr 1•h K; u %I c VI ; :Arm :Arm an •n,_.__ in 1b.`� Y 4;,ar �w%, 4.0.3n_.. , :-: 25 n Imo 30 25 20 .i t g...:-.11,'''. TClr 6 {i T -:'1I -7. 24.121.1 �_ 5 _._...`..—. .i , Rr R 0 ]z —.. _.-.—�T.4,41L X 6• R/C Roa: IO.R QaX .. w R 0 i_^�..e—' wroil.a 'CR'4 nroFmk RT Q w7 w K 1 QI4-f6Y wr ''',..../L O'RCP 2 3 I% I4O.4.4014.177`. vu. n"m: 44.0. e' R/C Mx ::...).\,..' ,. CLL'2R t0 %\f�ro%1. Iy� 21'4C 4 4n 01' .1.111/14. \" riM, mM ro4wr .i. •4, 0, ..> �nri., �K� '0. -O 00 7 00 8.00 9.00 10 00 PROFILE - DRAGONSTONE 11.00 12 00 10 00 11 00 12.00 PROF II F BLACKUATFR ST 13.00 4 • 40 35 I.ii ., a iiia 1 sir•_ :„ 1« N• ,. r� it al.. _\751sT Yr. 30 K r.n If IN" 30 Ica I. 4 ; 25 n Imo 30 25 20 24.121.1 0. 42X 25 20 10 00 11 00 12.00 PROF II F BLACKUATFR ST 13.00 4 • 40 35 I.ii ., a iiia 1 sir•_ :„ 1« N• ,. r� it al.. . . ,. If IN" 30 25 n Imo ., x n 24.121.1 0. 42X PREP 4' Guvlar X 6• R/C Roa: IO.R 20 nnonm�~ vu. n"m: 44.0. nw1' PROFILE - DROGON ST •2 PROP , 6' R/C 0O% 0,4t4414 0 1 1/ / //, 0 //// / !i // /1 1/ / /1/ /1 / CULV[Ri RQ IX ///// Na // lz >o- o4m uns ///// PRa00r'%°•aro 11 /) 1 ....G 11A /1J 'm O I1IIA v i' l L.w0.•m 1r N,. . 40 III II ... .. II O. 4•00,144I 4041,0414/1 4.44n. ill r . tY 7520 4 % 6• R C n% //', CYLVCR7 R a IX •' MA -SQL}. INC BTA 12450 CONT INDED.FROM SHEET 2 0 40 60' 20 SCALE ' 1.4 60. I•( SHEET KEY BASS & WELSH ENGINEERING IX SIAM KG NO 1e0077-00. n 50441214E 7 REG Na 7-62 6064 S. 14/4204S1KEi, NRPaS CMOTE TELE 7$404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX PAY ING, GRADING AND ORA INAGE PLAN STREET AND STORM SEVER PROF ILES On -6.411.14— UAL ..lL22T— w'V.E 61 J Fi 475 44An r4 �� NT La .1e aoosaolaT�o .,i: CONTINUED ON SHEET 6 MATCH LINE 'F STA 4.75 SII KrY I i rz.r n 71. a1 1 • al Ta ; �I—, I 1` II •,b 1 —� 1 » © o a1, -"41 I 1 —L I .` i 1,I I 1. I CONTINUED ON SHEET 6 MATCH LINE •F' STA 4. 5 S 1 .Y , SA i 05 44 1 8! CONTINUED ON SHEET 7 MAT CH LINE •G' STA 4.75 n N N r.R lr a` m f� .Rn : ?4M DETAIL - JUNCTION or SINGLE 4'X 8' BOX CULVERT 0I0H BOUBIE 4'X 8' BOX CULVERT ni [MO CONTINUED ON SHEET 7 MATCH LINE •G• STA 4.75 I I 7. i I y .. I I S I `�J wI L 1 1 r€ 8 F I p I B�� i i n s h -T n i7 r r IR Q 11 I .4o""A.A�.lw ""Vna14. 8_ F: 111 Rd 7r.R.n.m00 cr Ins rlYx rex m4. CmlOiM 61. e O CULVERT ! n OS2 O 19 00 20 00 on. 4G" A a ®I.m R...m RIC BOX 07KRT CLt! 0 032 21.00 22 DO • 4. ER EL • BOA CIAJOIT!! 0 57 29.00 Mem. 4 A r RtC Boz CU.VCRI ! 0 57 n. u•n :: ;4. .�r�l;. 4 __��� n. L•a ..L,r I nii LTA 41.47. LLI.n>D u. re -B, rz41n50 70 4 4 n. u. 4.a ;e„ ` m„r - .r.. nnM. ,m,....r.rz .nA 1, n a�;<Y,.::r:a: „31�..,. ..r TN — — 2, N.,n �.. M•„I -- rK -• mm 1., nn n � m , qtr �.,. .A� reg n m .. I AAAA,. 1 T.C. 1 0.3. ,A.tS le!✓..—.._. —..J TC RT.! .. 030 A.W1,lo 5,2 e, 4.., R P.4' 36' } M.: CV. CRT RPR ' a.v Y nm ..�.. moi. ���v I GR. nnm 1411. LAZY. r. v h m ER re r 'At9: Z: nu nrn m 1.00 40 2 00 ar4ila 1A .. v aaml 35 .•r 30 25 m'0\ 1 00 40 40 2 00 4o J '•`i^votsrz .n.,..n 1 r00 { 35 35 m w 00 .1 30 30 ::rn 30 35 ln3x T. LI R 3X 25 25 25 20 20 20 PROFILE - RIVERRUN ST 20 PROFILE - MATH SI 30 nfnn 4.7TC V03-z\ ++II 25 ....A o�J 25 PROF], F - 8RAAVOS ST PROFILE - DROWN 35 30 Digitally signed by Jalal M.H. Ali Saleh, P.E. OLANILAI 440.14 3,40 DN: cn=Jalal M.H. Ali • ”" °' Saleh, P.E., o=City of M..a.MA M r, Corpus Christi, • ••...-* ou=Development Services, email=jalals@cctexa s.com, c=US Date: 2020.04.14 13:35:05 -05'00' rb N 7W tx ... �.. s w MmIC4K 7M4n .4504. *OM 0444•41 MALI in 40.41141. 474.4.11. eon (tx 47.7444. 434.444. MUM: WV; g 444444 OD 35 30 `TCL LRT 032 25 20 0 30' 60' 120 ttALo ,•. 61Y BASS & WELSH ENONEERING 71 Sti YCO NO 7OaMT-On rx CWr47M4 720. 03 7-52. 3050 S AU41T0. SIRTCT. Nm11S 0460. IQ64 7500. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES CO.. TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEVER PROFILES vow sm.—= «0mLAM. sow -4-41.— cos wwrtRY1m/8 1 �1 /'1'HW. Vt0 In r 4' O ' 1 rAno'.' SEEL10110033 SCn 111002 1114...g.4[0 u4 140w+ocra S1EC7 0 Lica t I � co Da E31 "MAY M LINE •F STA 6.75 CONTINU 0 FROM SHEET 5 40 35 o 3,30 25 "‘'..1 20 fU�IHGT1+'f5---- LA r, r 69n-= 5.00 6+00 oO,oM. lla n M A _ • • 601MAKI On. 1.11/104 610. 13). nicht u m.n, w r.noa,i. •., "mss :MAIM= M=nm PIANS LRI ntt.st0roll COMSTR,MIR,M 010120707201 S7RNfr3 ., 0•"•• 430. au0 00 1350 f ...a 0002 1.00 40 30 25 2.00 PR3TI F - RF AR ISI ANO e 3 CO 5.00 • • • •.CHIT an a 1 /I OPNMILrIlfr a a F. n. N-I,.�«nw a.ladn aN40n•ran, X.21121 . t«r n 2 W ,l, 17-•0000 .ca.n l.cn na�u. ._.--- IR n. n. n•1to we: :7„1..v.; law «.r4 Ki71itna 41 04005(0 BITCH 70P032171 1 0 22% i0 Y sal .2•RCP S 0 I% n 1•LM •1 w 10-...t. 0 I I pro' J L l 24. ' .ORP ! 0 IX "4.4"33•. 2.•X0 0 • 0 I N•rw 1r.m0r / • nt 1101 •I w tSVa 441 ITR Itav N-/ \,•KtT ale 601MAKI On. 1.11/104 610. 13). nicht u m.n, w r.noa,i. •., "mss :MAIM= M=nm PIANS LRI ntt.st0roll COMSTR,MIR,M 010120707201 S7RNfr3 ., 0•"•• 430. au0 00 1350 f ...a 0002 1.00 40 30 25 2.00 PR3TI F - RF AR ISI ANO e 3 CO 5.00 • • • Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=Jalals@cctexas.c om, c=US Date: 2020.04.14 13:35:38 -05'00' PROFILE - MFFRFFN ST AND OFFSITF TEMPORARY DITCH TO EAST 10 Fi;z 30 •z 25 3 m^ 20 °V 0 Y' Sr 120• SCALL. 1•• 60' SHEET KEY 00 30 c'0 ` 25 20 BASS & WELSH ENGINEERING 3bA0T IRB HD 100027-03. n 0007340 R[0. N0. R-52. 3054 5 10m000 511701. 0024 023470 7004 33404 PUBLIC IMPROVEMENTS TO KING'S LANDING IMIT t CORPUS CHRISTI, NUECES CO., T% PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEVER PROFILES r.L i_IL or a o.n mo yBSp; IR. 2440 No. 17204.0.0• 0 •.CHIT an a 1 /I OPNMILrIlfr a a 271 aN40n•ran, X.21121 ' IR 41 04005(0 BITCH 70P032171 1 0 22% i0 Y sal .2•RCP S 0 I% 1 - RCP 1 0 I I pro' J 1164 •3 "4.4"33•. Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=Jalals@cctexas.c om, c=US Date: 2020.04.14 13:35:38 -05'00' PROFILE - MFFRFFN ST AND OFFSITF TEMPORARY DITCH TO EAST 10 Fi;z 30 •z 25 3 m^ 20 °V 0 Y' Sr 120• SCALL. 1•• 60' SHEET KEY 00 30 c'0 ` 25 20 BASS & WELSH ENGINEERING 3bA0T IRB HD 100027-03. n 0007340 R[0. N0. R-52. 3054 5 10m000 511701. 0024 023470 7004 33404 PUBLIC IMPROVEMENTS TO KING'S LANDING IMIT t CORPUS CHRISTI, NUECES CO., T% PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEVER PROFILES r.L i_IL or a o.n mo yBSp; IR. 2440 No. 17204.0.0• 0 800 8 I S 8 0 8 N N Se sic jx L tl 0 1: s T,135 8 8 2 R MA CH LINE 'G' STA 4.75 CONTINUED MON SHEET 5 O m30 9.00 N a v ,.n M�nCri �y I k i- -1 1- T I 1, B J II I I I I I '. c I I L,„ 1 tiN I I . J I- ', -i I I� I I J J Q I ,o.n, ..®o °t` I' - 1ob .7... o TPRROP4t01, scybsTDFOINECT ICe4 L00 T.It L CI r NT.. e ta Na , ' J,•m Sir 41, ..V: „SY: 2,L- r_i SO� IAD. •!ro f a -I tLut--• I =aII -y. f ey lli sW-74,49S mo I r ftANDI ..e.>, I fa K GCntGGIISG:GG7iG0!'. �;.• ORI O ITEI P.D tom, 10.00 SHIT KrY 11.00 12.00 13 00 14 00 • 1 a a I eB s i 2 If I>� n630 II II 4 16.00 PR0FI1E - OrrSITE DRAINAGE QARTH ST DOD 60'HDPP rn DITCH BY QTHrRQ 35 30 25 20 I I I =® I II MATCH LINE 'G' STA 4.75 CONTINUED FROM SHEET 5 0AINA4FN RBAR01PRr1PnSlI1105A'RCP JYP9C1hi,VT jtJ TFMPrRARY DI CN ShEr TS 6 7 Digitally signed by Jalal M.H. All Saleh, P.E. .1 ,f, DN: cn=Jalal M.H. Ali A,40. ,,,1,1,,,,,11,, 1 Saleh, P.E., o=City of 2%1Corpus Christi, ou=Development Services, email=jalais®cctexa s. com, c=US Date: 2020.04.14 13:36:07 -05'00' BASS & WELSH ENGINEERING n SULLY 1110. 1.1,00.10:047,;.01. T. 00344X4!!0,,KO r -f}, SMs S o00WS (044 NO 1140. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES CO., TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SERER PROFILES 0 3Y 60' IVY =ALE. p• 60• • _sou oo _ _ _ No -411a1_ .,. ,......� mgt.” . .,. Ir. m.c. a. /11,,,::,,T.:' inm NUN, n 11414-...1 l'Ary mf?r. N r� f5* V. !L ffTAtfO 7 NfO1NlY OITth fi D v'RCP !0. 2Y 1 AU 204 60'HDM'!0 16% I ' ei,o- n u .. ,o• n ox n MOS,- "v. 44,10 0 €.F. PR0FI1E - OrrSITE DRAINAGE QARTH ST DOD 60'HDPP rn DITCH BY QTHrRQ 35 30 25 20 I I I =® I II MATCH LINE 'G' STA 4.75 CONTINUED FROM SHEET 5 0AINA4FN RBAR01PRr1PnSlI1105A'RCP JYP9C1hi,VT jtJ TFMPrRARY DI CN ShEr TS 6 7 Digitally signed by Jalal M.H. All Saleh, P.E. .1 ,f, DN: cn=Jalal M.H. Ali A,40. ,,,1,1,,,,,11,, 1 Saleh, P.E., o=City of 2%1Corpus Christi, ou=Development Services, email=jalais®cctexa s. com, c=US Date: 2020.04.14 13:36:07 -05'00' BASS & WELSH ENGINEERING n SULLY 1110. 1.1,00.10:047,;.01. T. 00344X4!!0,,KO r -f}, SMs S o00WS (044 NO 1140. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES CO., TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SERER PROFILES 0 3Y 60' IVY =ALE. p• 60• • _sou oo _ _ _ No -411a1_ s7 all 72‘00020/ a Ye 72.4s 74 c af 220.71 BASS h WELSH ENGINEERING SUNT RG. 70 100027200. 70 040.[(130 ROO 110. 7-40. 0044 S 47410. S3SE1. 001714 0111K1. MSS 53404 PUBLIC IMPROVEMENTS TO KING'S LANDING WIT 1 CORPUS CHRISTI. NUECES CO.. TX SANITARY SEVER AND VATER PLAN AND PRO1ILE 1042 eau sea ena. 420 7.aa i0 _SL .8Z '805 3.17.60.005 fp � x41 a P17 i m 8 0. ;v z-� Al 02 A.01 arecr ORNSCRSTS7E 04 41 AO AS la s0 701 01SN090000 .3. 3N11 SS - 31IJ0L4 02r • 31: a7 5707:. 0147. S72.10 SS 3/7/ .01 S— T2111•1•3444,xia='L.. 4444 �:s/ o :Lan . �IIIIIIIIIIIIII, fn A.Ua / a. ,,.....414.0 720 0 S 3 141 '1 iF _tl 0 u 0�a u.uau a a �4 NMI --i-tS0'O orsi 4a .06 7 a@4J { 0.7. o. n.. - _ ___ oe 7 X -0.,...7474, 0b .............. ase La, aR - --- YSO V •_�__-� 0 IOL ... ! 'alba xvd 7:710,,,. •an7 .n7tln aa.'',pane. II Hv•2v •24.10170 a a 9. I..1 raqw� a., - a...1.--- OY . ��aM al asa„a, a< CS 4'`744 a3. I I.a. — 34 nr, .. 4474 .. A. 4. .4 - ^- _ -- - __ - __ - E .Y (LQ 3N0801 wan) .0. 31I I SS - 311.11111d 00 E 00 2 21 d 7g 02 • 31: a7 5707:. 0147. " 3'I',d'Si 444,444770 4 ` "I .oee n .... a7 S— T2111•1•3444,xia='L.. 4444 �:s/ o :Lan . �IIIIIIIIIIIIII, ,,.....414.0 720 0 S 3 141 '1 iF _tl .s urns £ u a a �4 NMI --i-tS0'O orsi 4a .06 7 a@4J { _ - _ ___ oe La, aR �n u .____—____--_ 7:710,,,. •an7 .n7tln aa.'',pane. x.575 SE_ a 9. I..1 a, OY . Pr /nu Selei xi a3 4'`744 a3. I I.a. s0 a. xsY L Ham^ S �. r 1434 70014 0A o' .-715 4 a..i .la.. 8 Y S•` 80 Y_ PV: 4,R yC eat 00 2 02 C2 0E GE OY 00 R D 1 la'77A77A7)a_SG2.43 7 t�71GGEF- ncnin 1111 111—. J G0A^W777777G707.07 J 10la7711777777977; 7C so+v di de P2 ,t° ei x e; 4 13.Lill. .. SG I 7Id IKIL Als19%,„„ Ilr A A A A r4v Kof- f 1 "rcP 0' PVC * r : � \ a .. 482 i• . 940 \- :100i 40 LK moo SVEX_It -r �1 CIM 01 je-rr7- I I (... 0.40 I. I I . s 24Se •• 1 11 J L__ r. 11 5 KtC 00 400 16.04 . KirfiYr(n„ �[(t le•Pvc VTR yTVT.,' rlL�l.,'a J.., r,t rINIPftaltIsrlan. w.tni.16 1044 socupwra. 4 11 IG PROP. 6 KT• •0..4X �tD • rat 10, ris „141111111,11EMIPII Ie -1 1•1;7 61;;C VTR Pv0 vTR paw .M sa 4- PROP. 12 PUC UK •e - 021X -CIS. - -YRS- LOW In ar.OY•T.IA< 7C ST le•PVC VTR 070. 1Y PVC SS IRE b- • 0.210 DIXON ST PROP. Ix. PVC 01 0.242 •A- 0 00210 2 SHEET KEY so 00 listta OP is auxx mrns- PROP. Ix• PVC SS IAC •A • 021 Y".'�d�n•61` PROP. 12- PVC SS Irrt •A • a 4r.:1Aa ■1 1 11 II r1 '8I a ■ - -raw- S 6•PC VTR 16•PK 11TR - STA 16+60 PROP. 8'PVC VTR J 35 30 25 20 Of 1 1+00 2.00 1.00 35 2+00 3.00 400 500 20 35 30 25 20 a�:l•I Tt� . Y tiIIti 6 4 .r0) :ira 25 0):1 2080 nrYar/ 1.00 PROFILE -PROP 8'SS UNE 'C• (RI,OCI(VATFR ST) 2+00 3.00 4.00 K 5+00 48 35 IV•6Y nlr rc.a rc� PROP n. e•P.0 1120* Wows/ i46 Ps I61114'01 OS • SP Y ' 530 is MJ J PROF11E - SS 1 [NE .0• t008004L CT) 25 20 4.00 5+00 6.00 7+00 8+00 9+00 10+ _ 0_000 ...__- n•r Twa Tt -VA mom YPVc 9S »a n' is a O. 4X P®. Cr Pr. Tow C0•i:I IMI PPP PP ft 0 JO •6Y 11 PROP -rxr. 1Y draw azat ..i :'fiA474I ": 0 0290000p X frIS ..0•� 13400 14 00 Mr r- rrc •rir"bra rc • •PROP /• .>'liPY PROFILE - SS I INE •8• (1100004 ST) 15+00 16+00 17.00 18+00 19+00 20.00 21+00 rc.taft1 Ann, .-. •.040)6.(. 210). Et • as cm rincorirgis 'UPss 0000 0 0 OSXV PMP. 06 240.100 04.0001 a 0.050 7. 4.'n iOA n" 00 a+�rlrt!P0�rer r nr An PROP 12•PVC SS a 13.012 PROP. 16•PVC vTR =Z. r• 7. MATCH L NE A' STA 12.50 CONTINUED 080M SHEET 8 (0X11 w aNAslOfnl Kv110/vad Vkv01 6mus,1..6.4rleP 00O21 4Y PV( S•02 Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. All Saleh, o=City of Corpus Christi, ou=Development Services, email=jalals@cctexas.com, c=US Date: 2020.04.14 13:37:24 -WOO' O 1 • t.6.nrt 11111 SS 10 AT 1674 22.00 sod sf a. 16.41:43411 ri 30 na 02 25 m i 20 $c 15 23 00 24+00 00,441,31 Mr 11 o wet di ••o• 0e•PYC SS • 0. 217/ �'KRl •Aw A I> - PROFILE - SS I INE 'A' (1400_IriRCFIL RR 0 30' 6b 20' 1-- SCAIC• I'• 600 i1 rc6rF-- 11 ae 221041•* ori i Kar./ SP PVC CS • O X •Ir ri'ru�t nnm 40 35 30 25 20 BASS & WELSH ENGINEERING TX 52477 000. b 100027-00. TX 04021220040 000. PO. T-02. 2092 S. 4N1204. STRUT. CPRS UNSR, 70v3 12480 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS 00181511 NUECES CO.. TX SANITARY SEVER AND MATER PLAN AND PROFILE sot nOt ..L•aL au ro 4R o �_ 14w. rw,m •1480( I•aTtJT- I aN 40 Ha 30 Ltm 30 -' 25 oa 20 5 13+00 .44.61161414 4.14 4144.16.6 14.00 Digitally signed by Jalal M.H. All Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E, o=City of Corpus Christi, ou=Deveiopment Services, email=jalals@cctexa s.com, c=US Date: 2020.04.14 13:37:59.05'00' 15 00 16+ 7+ • , Ia ,»Part I4KI. ac _ mlzt'S • N89 0 04"4- 280 1050. 33' N89'04'28'C 1050. IS• 33' 13:4!;,...”4.Z., it It PROP. IS ONE 0' IS r PW SSPROP. r RC SS X 'I'•' Y'•04R Y'• 0.4* 0A1.44>MR„•.. ..�—>s.-- •�•-.sem"l—InS. -IAA0014 ST d8 9Q 10 12' PIC SS I'•axl5 , 1E 1014 OROGEN ST 3SEP INOIE 211.641.%.....755" o.P.� .1 r--1 P0C IS • 0.4R dvary Wv r PVC Wm 16 M —ur ge PROP Ir PIMP r—m4 - III H' I ,c ,. uRMRO°E i o x 1' © T I1 �S PROP. li PNC SS KI1 12'A1iD' - 1NE9'•0.2n. 0040.700.1. O .JP— -xi IR nIPK M.✓T n .4-M. mrcm sr oo PROP. r PVC 018 P: x OR0P. M ,1 PROP. 16' PVC RIR jj*�j `STA 14.00 PROP r 1 1 '•— — I Ir - PROP r PVC VTR m- 00 I •II' OI .a 40 11 PROP. lo• Puc a 11 wE r•0R•R 35 1 II I 30 1 II• II 20 III 111 11 1 1 11 .. 1r r 1 11 20u/ 11 O filo ' /.• ti•:ft14! •- // / PROP S' PVC VTR 07 w j 4�iiil/ R 1r ll O 1r 1 rl �...., IS Ie *, Io' PVG n II II I d IN �o .08 • 14.11 ST.-OuT PVC VTR L, 6.00 30 gn i n 25 Oop 20 PROFILE SS LINE 'E' <ORAGI1HCTDI40 DR> 7+00 8+00 9.00 10 00 11+00 12 00 35 Ft S•• r•VC O.40 01.114. NON. PO '4"trtt Litt :1 ,s tir4- 11 00 PROFILE - SS LINE 'C• f BLACKWATER ST> 12 00 13 00 14+00 15 00 16 00 30 25 20 17+00 18 00 4 ----- ,,..• -- «..ar _, — • KST --- ..,. - a ":K,.R.I.I "v"• .I, 35 POO _ .,,,..NRS 30 ,., IwK ns. n4- 25 arra. y1 arra ra arra1._ ... .. 8•.. �.�.,:'-;.;.::;;....L r.KP• 4•-� Y \ a.a'.aKM 3C ` -- .. 20— tt ::: F:74,.. ti.n 0 is ". 6 an rt �.L� „f,i ,x.11.16' L.-. .I.ir` ' 11 '! arra.. arra.: 1.41 ...a-.74/-_,:,, G«e RFK „ 2_ 2D jaRIX `nr "'•• \. RP ....\\ .,ad!'S.lT!^SE[MJ6WJcT _. n • ".-. O.v .7.t.,�...- ___ _ arra. 1L I _,_. .• .K la(aw"tl 15 •0.311 ___ , i'_ .'.:4'.'tP-.-_ ' d. ...' W. 1St M:pQtM /c.,, ,oK 160V.IC' ",. . n M2 r PROP'Ip I..a a PVC SS • a a.% , PROP 17PVC •tl,. w8 SS• 6 KY `tn C 1. "e.1 4' M.4, TsrVKtle/ .. - Lr.1 0. / IR SS(VWT . mo\..n.T.M/ �n loan., y y — c OROI n r•Nc MCOCP C0INLCTITNIS IO.Ov[ SS • 0 z,X A M L, 6.00 30 gn i n 25 Oop 20 PROFILE SS LINE 'E' <ORAGI1HCTDI40 DR> 7+00 8+00 9.00 10 00 11+00 12 00 35 Ft S•• r•VC O.40 01.114. NON. PO '4"trtt Litt :1 ,s tir4- 11 00 PROFILE - SS LINE 'C• f BLACKWATER ST> 12 00 13 00 14+00 15 00 16 00 30 25 20 17+00 18 00 4 ----- ,,..• -- «..ar _, — • KST --- ..,. - a ":K,.R.I.I "v"• .I, 35 POO 30 ,., IwK ns. n4- 25 arra. y1 arra ra arra1._ ... .. 8•.. �.�.,:'-;.;.::;;....L r.KP• 4•-� Y \ a.a'.aKM 3C ` -- .. 20— tt ::: F:74,.. ti.n p il.M� i.Mfw.•'•.R,.. „f,i ,x.11.16' L.-. .I.ir` ' 11 '! arra.. arra.: 1.41 ...a-.74/-_,:,, G«e RFK „ 2_ 2D jaRIX `nr "'•• 1 RP IYmtla v NM. 1' PVC S9 • oti■ 04,• c 15 •0.311 IY � PS PROFILE - SS 11NE •8 120020/1 ST> 0 g n PROP. uK ,,14-0404 8- MATCH L NE 8' STA 12.50 CONTINUED FROM SHEET 8 0 LAI 1 0 3r 40' IYr SC^LE. 1'• SR• plane! BG:000A^G:GG::7r':': 01111,1;4 CWG:0G4^O:a::::a'7•:�.:c.�..r.. Firdiort SWEET KEY BASS & WELSH ENG1NEER1NO T. SIAM KC M IORGRIid, r3 P.a.. REG M. -81..3064 S. MAIIEa. SIAM CORP. 041137. TOW 71M. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX SANITARY SEVER AND WATER PLAN AND PROFILE JY W. qJdL Cot .4 NW 4.10 to SI J I8 3_ 30 r�#Ir OA 23 '^ ;20 na' _ gls 10 CONTINUED ON SHEET 12 MA CH LINE 'F' STA 4.75 m 2 2 2 8 CONTINUED ON SHEET 12 MATCH •F• STA 4.75 nrsse40 1 H .s t. 1 FIPAOP. e• —f !DK •1•• 50.25 fl O ---I- I Ht aF 0. 1 D r I �a�—�,J• I .4p40 I I 7 MOP. 1f• PK yl 1 Ji1lurE b•y o21 I F.—a.— =L. v reasal SY fd •)V{n ^ 81 �.Pg1N STPVC VTR 44 I I vvsse OJAI OM N 2 CONTINUED ON SHEET 13 HATCH LINO •G• STA 4.75 Tf m 48 N 2 0 o m m i PR xp Fi .04 mD $ PROP IV PVC RIR 5 var CONTINUED ON SHEET 7 MATCH LINE •I' STA 5.00 8 %,' v 2 2 V In 8 8 8 SWIM 10. .1041 ACK 70.1, r !mr VI O CONTINUED ON SHEET 13 MATCH LINE 'G' STA 4473 1• I"— Wen. r Ln.« 1 PROP. '•PK 0r i d 1 I 1. 4. I1 - 0 3 I 1 PC SS 021 .. s o I 111s $d i b " PROPI 4 PVC SS ]' q y ' 4.1 igi a R21 _ J S _ 1 = 3I= Digitally signed by falai M.H. Ali Saleh, P.E. DN: cn=Jaial M.H. Ali Saleh. P.E., o=City of Corpus Christi, ou.Development Services, email=Jalalsaacctexas.c om,c=US Date: 2020.04.14 13:38:28 -05'00' 2 NA�PROp. r PVC 55 a1 0wl luE 14" IIIe 0411 uO sal PROP. n1K YIIII ts w I 124" 1 I �" I PAOP."i u• I I IP I "aKss K B JP WC__ Va0.212 CONTINUED ON SHEET 13 MATCH LINE •1• STA 5.00 �nsra I I a K I —,§ I a_ 1 1 o�I res JJ 1= IJI O .F I a.. I F I I �o ▪ PROP it- P02 S� I I P were VC l I I -1 8( r ' L. PROP. 1•2• PK 53/ 1a1( 1 a o.x1x gap PROP. M ;111.-",22)r, doMlan, oa. U" Vin'lp00 PRpP E161PVC 1(18 oR0(O5 51 1R MAL X II mslPRCP. IS/PK - Vat Ap=tit FY Y Ne.IK ,M VKAur .MPor^I,R ad pt, SC' .r.n ear, Kyrl xn--a.I•.,•.= Sy ..., 4 _., aft - .,.r a •r ,., an Y. ____—_________fir"Risky co- Ual}nr w ,N1 .31 )K1 ______-y 3C.111) I J3 00 s• UU ur _K«1�_____ R, p .,,,,cRr .�__ x R.c sox airexl ____—___ t__. irP.:P54"OY1i.w%1.ii4r. . __ _... I IaL 4. ,____—____. +L _ -- tt ___4„.......0:44. / _ .. _ __ k --------c. c„..,...,,., ' WAR m, m -vm a^-...•---tl—___..� ="4113/4,710 n.tl �LL JY [ / / '1,72.1l.•&1114. —_-:- •�"ia''°S`sv: n�;'n a.. ,o:`,s n",111` n.�> A I,. w iiY�� v w.,•r 1 rm e..w1K I.Y RIs .I I .T . 2.70 41.4 rO 21,1'1: laib�, n Ir , w 3,12 PVC SS IFS) e!0 I IS l2 -- ■aTR^°s. •PVC S1,e 0 10 _ ,,,, tl PROFILE - SS 1 ]NE 'B• (DROGON ST) 0 20' 40 120. SCKE. I•. 4b 00 35 30 gz 25 A 20 am 15 10 14W0S IS 4/ /20 BASS & WELSH ENGINEERING h SUNY K2 00 100021-00. TA nflNmalO 5(O q. F-52. 1004 S. 1 0(M 5111121. CORM CM6TE TOM 15404 PUBLIC IMPROVEMENTS TO KING'S LANDING IINIT 1 CORPUS CHRISTI, NIECES CO., Tx SANITARY SEVER AND MATER PLAN AND PROFILE MU 00 •Rra WV wars. 0V0:1/19 ma i0 .414' Jl_ P70' 9' PVC tt /•rte r ;KOPPee•wC arta UVE •r• o o.•x� II 8. a PROP. 72• PVC ss 1 li<i .•P$: d.• 1.116 r.a a,P. r•mnw'n Ir. /4 eet MSP'"��`i,u Baae'a... tr. terni.C.irto r A Ox st• my I o u• Pk M,•..a» (xeoW 01T L"m PROD Con - FU1_Y91NGT"-f5 LANNNN r PROP 12 PVC0.41 1 PROP. Fss PVC L.2 'a• • .2� L42 11_1 • 0.21K11 n>j r P. PROP e•Pao V1='i>r.�a=�-- •41 InPaoP. e- PaE 1_4. Yeo• oLIZAZ -tF=laces IS • env OP. 0 PPVC C s4 R ?- EY•o• vn P n VIC I rd 1I rf ir. .rl r.l PROP. e- P. 55 I ran war 1- 0 0411_ �1 r 4 I r.ljn. WPM ata Yr I I ,----4147 Il .. 11 MATCH L NE •F STA 4.75 CONTINUED FROM SHEET 11 w 1 � .• l•M r,1_icYAi o n •• Wt 4 � 40 g' =2 35 at A o • 30 s • _e" a 25 20 15 5.00 6.00 npo S2 • .�u 3 30 25 ■I■ 20 IM 15 15 30 25 OFTAI - PROPOSFO SSMH K-2 LIVIK /Ni rAST DFTAII - PROPTISFJI SSMN K-3 1 00K1INGG 1 ACI Tr:inc"n4 "disiiiigtHi Cr al.". 40 35 30 25 7 eo 2 00 PROFILE - SS LINE •F• (BEAR ISI AND ST 7 3. 4 5.00 • ____ 1_.• •a. , li "'aAiwf,a ea.:�� n.n»,ea•.•.n. •m1_.>a`` .n�a s.-!�a":'- T. Paas. e Py( ST l a • rm n. o w»ae« lean r. wr+mr ,r n: [T--- ---------•_ __� __.. - ------4�{-L-- .r u1 ,,. -_•=i:-- P� ra nl et ea•x Pt 107l.:m nSn IMId. e'wt ss om.. �• .t ....- R. NM 1:1'742 Tr:inc"n4 "disiiiigtHi Cr al.". 40 35 30 25 7 eo 2 00 PROFILE - SS LINE •F• (BEAR ISI AND ST 7 3. 4 5.00 • Digitally signed by Jalal M.H. Ali Saleh, P.E. RANSOM( 01_0n101M DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=Jalalsc cctexas.com, c=US Date: 2020.04.14 13:39:08 -05,00• CO1131RUCI M DIVILoralN( UNDO( $ ap• `11N11 (401157Oyu,AN1 PROFII E - PROP SS LINE •K• (MFFREEN ST AND OFFSITE TO EAST) 40 35 eM F ywy N N 30 8 =� 25 �z 30 20 $ 0 30' 6o- to- SCALE. I•• 66 SKEET KEY CO 40 35 30 25 20 5 BASS & WELSH ENGINEERING t. WPM a0. 7•0 700027-00. a OPOKLIIMO a(C. NO. 7-52. 3064 S NAWNM TRW. 200P(1 0 71. AMPS 17.07 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NIECES CO. , TO SANITARY SEVER AND MATER PLAN AND PROFILE OK oo Jd sunM M. .A •s.,tg Ar w _ ____ 1_.• •a. , li "'aAiwf,a rm n. t .n .. a.4 __ _virrn•. __.. - mo. IR'w Digitally signed by Jalal M.H. Ali Saleh, P.E. RANSOM( 01_0n101M DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=Jalalsc cctexas.com, c=US Date: 2020.04.14 13:39:08 -05,00• CO1131RUCI M DIVILoralN( UNDO( $ ap• `11N11 (401157Oyu,AN1 PROFII E - PROP SS LINE •K• (MFFREEN ST AND OFFSITE TO EAST) 40 35 eM F ywy N N 30 8 =� 25 �z 30 20 $ 0 30' 6o- to- SCALE. I•• 66 SKEET KEY CO 40 35 30 25 20 5 BASS & WELSH ENGINEERING t. WPM a0. 7•0 700027-00. a OPOKLIIMO a(C. NO. 7-52. 3064 S NAWNM TRW. 200P(1 0 71. AMPS 17.07 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NIECES CO. , TO SANITARY SEVER AND MATER PLAN AND PROFILE OK oo Jd sunM M. .A •s.,tg Ar w _ 8 8 N 2 9 at 12 444 gE : k t. ..e j �G80r i bt � i 52 -p 6 yyI h 8 N 2 N . HATCH LINE 'G' STA 475 •' CONTINUED FROM SHEET 11 um F3i rc�2. :Z 1 9.00 20 ae a.cet a 30 25 20 .¢e PR we IP...I 15 DFTAI - PROPOSED SSMH K-4 1 OOK1NG FAST m e..w sNUrRr'0br. V 30 25 20 15 10 5 N 1 1 1 1- 1 r T 1, 11 1 1 1 �x I 1 Hy I 1 by n- _e K"._ _ _�71 � Y'q - - -1 �wrov. 12' PVC 551 eF uPa00rl =r i pixx 5M1E N O 0.21 x 1 - I 1 ¢ jYI I ✓ $ • -----I r---- S. ,f1 PROP. e•PvC yr B, r ---- 1 kr 1 1 y -I _1'r-'7C11 x PIC 51 1 I UM ire : 0.x1: 1 I I POOP. ;1- 1 r---- I re a: - 1 n 1 LPOOP. +r PyC 0 I 1 molls- Ps ss I " 10 ill I -x UPC'if •0x,x I 23 61.m •0zu I L _-J- .11141M n. n isl 1 14 r , II ®, TOT et OTTe.in•ni RN...: 3. I.1410P e•PK v1R 20 le ti•PVC 0.481.6 PIPE 1 � 1 Il 74 ii[�O'r non ris noon Z . - r i t - t• • • I PRm.-r PVC sr* mD �a NO r::•/r I.S 7 1 I et as e»^ 1 ofTc. NI Lots �µIIl_ - P6RP. rnvc vJPrKP. e• Pvc sk � oiSITI I Q• ,I/rII '00 ra2K¢2411 2.00 3400 4.00 Le/ r''''". 5.00 6.00 Edi._ ^;.`,>, \\ 111111111111SEN � v ' moo were _Erine22I,illig1111,111120 p rT 2C / TTe1¢nm'r�.i°i • -l- ne5we�i 's 23 12 P^as 15 rPvl 0 e 0 120 i 1 1C ...• Ir PVC SS • O. 2x 1: a'a....4.4. J 5 PROFILE - 18' SS LINE 'J' (OFFSITE ABOVE RIGHT) o::aaco;::aaaaaa as 10.00 5lf7T KEY 0191028y Orel oy 14111 41M.1110 5410,PE DN: en=11111 M11 All `m�.=..e A S2N0, PE.0=CNy 01 Baell"'� Coorpv, CNL 91 *Development 57.5,cel 281101.814158[5704,.0 o.n.<=US 541e:2020.01.14 134005.05'00' 13 00 14 00 II Edi._ 111111111111SEN _Erine22I,illig1111,111120 -l- ne5we�i 15 60' 50.11 en. 30 00 10 12 32 TT Dia IT nPOOP I �r�»«. neel 1 "'rte., , 1 4 __L__ rrne.n ..i� Sr H 1 I,m I I I J_1 .O I e Prt s4 i N 1 1 1'Ti11' x s od 1PROP. e•wC 0 'I '° I 11v10 res•• 807CH L NE 'G' STA 4175 CONTINUED FROM 01EET 11 Ten Timm ___J ___J PROP. 12' PIC 55 �UrE 1' • 0.218 ten 14¢ MATCH LINE '1' TA 5.00 CONTINUED FROM SHEET 11 0 xr 60' 120' SCALD 8P 8 8 8 8 8 8 2 G 9 • 1• 2 b� • 1- 8 8 1 8 AM L• 21 8 9 2 MATCH L NE '1' S A 5.00 CONTIN0E0 FROM SHEET 11 BASS 0 WELSH ENGINEERING TO SUMP REO. N0 4007-00. n 05N41101.0 840 NO. 0-50 405. S 7410.105 518401. 008455 CN86rl 1O05 7810. PUBLIC IMPROVEMENTS TO KING'5 LANDING ONIT l CORPUS CH/TESTI. NIECES CO.. TX SANITARY SEVER AND PATER PLAN AND PROFILE AND OFFSITE SANITARY SEWER AND WATER TO EAST e^0a 0n love wow* gavel I.4,T1r v cee4w N .ar. i 01 lwew p ' DROGON STREET .le Ivtx Pn 9. ol,m� ! (FUTURE 75' R0101N7_ mai � PROP 16' PVC MTR room iP. to PUT PROP 16' PVC VIR / ,/ 2(j _ 35 36.00 2430 yo 25 20 PLAN - 16' WATER IINr NEAR/AT rR i3 37.00 38.00 39.00 40.00 41.00 42.00 43 00 arta 811.04 LI IV T Mm'4'ot10o w"tm'O'ote2,n PROFILE - 16' VA FR I INE NEAR/AT ER 33 PLAN - 2 BBL 4' NIGH X 8' MIRE MBC WITH PARAIEI VINGVALLS AT CROSSING OE DROGAN S 1REEI (SHFEI 5) 8/ILTIPI E PDX CIA VFRT NOTES, waIVC tw.MA CS AA. A%WrI b K .P/12.. w oafe4n auwr2.22 NC Y C 2 I. 210.0.02 00.2.2 C22022.42 • 0094P1 '0}444.14.4 WO. 2•404a1MOTY1VVIT:•• FOP CS 1.4 NY< COSMO YOE Vo MP OF .0 • I—, w moan •• loor mm malt .112,avisrM =.4..aor..•20muw mA..n• �. oo�m =anus.. M WRY( ,...a ,,. on. .ow Digitally signed by Jalal M.H. Ali Saleh, P.E. ON: cn=lalal M.H. Ali Saleh, P E o-Clry of YVOS coy. Corpus Christi, 1 =1":= ou=Development Services, email=jalalspcctexa s. corn, c=US Date: 2020.04.14 13:40:41 -05'00' 35 CI. 20 22 30 25� 01.22 20 SECTION_ 8-8 (01,1SIDF I IUITS OF u2r1 21.0.0 OWN Ya 10 CYO 22 11 RI •II I0.t vrrtpoMtflYtM[9 04111 01.7041 .�M• Y: - • .11 _ .ot.R01•24ytiroiY�r RIMY.N NMI Mu.200soror•••12 1.011.42 . Mt CI ir now ..n, Nrut M4u / SEC110N. A -A G� T YBC1 �n..• gym. 001 sca• l.. a 1. TYPICAL AIR RELEASE VALVE DETAIL SNEET KEY 0 M' 60, 120' 02.2 btr BASS @ wELS91 ENGINEERING 1M SURVEY M0. NO 100007-00. Tx 0I00.212100 POG M0. 1-62. .MOA S NACU SMELT. COMA 0571. IVAS NMB PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES DO., TX VATER PLAN AND PROFILE, AIR RELEASE 1 VACUUM VALVE DETAIL AND MBC ENLARGED DRAMINGS NA —rte 2421 14 -MI- .. C. I- ..M O.n Aran 4V02AN m a _OL 4 02 'BSS BASS & WELSH ENGINEERING TX $LAKY ac xD 100027-00, n 004N.4 ASO. A0. 0-53.3064 5. 0.M4111. O011144 00I15A. WAS MIO. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES CO.. Tx STORM WATER POLLUTION PREVENTION PLAN t ESTIMATE SUMMARY sylE IOU riu nA.1m� o.rt 41�OL e � vs or _JL 3.41 .>S.00S adia MEo3 06340401OC 09 CO E a 3 . 3 ] ] S 1 e T. - a e A t A 1 E 1 i3] ss JJs s]]SJSS 155.55555555 00333 3 ill . C ] . r - : i ... 7 55 - . t 3 t . i 1 i ' :Ett 1';EyiyA Y4. 1 pp - .a.... C a .E 1 Y 1.t........ # 1 1 , 5,. gEDEEEEEEEEQXXS115�s t e'6 1 i a s33 8 535.8 1.1 E 6 1a? t a: C 3 E 'asa{, C aa I511 'rY r g illpl;.;Eser3 it4e" :Q s 7aA€a 3 q. s to tt.Krtgyy7E BE.. ......-- 7 1 1 IY� 1# EEa I58 $11 8 iii. I 1 a 11 02 ]3 33 """5"3"6" 333]33 155.55555555 333 3 .1 2 7 .. 45285. 3 3 3 7 55 a a L a F 1 wil, it1Y4YB,I $: ttt: 1 i ' :Ett 1';EyiyA Y4. urall 1.1. pp - .a.... IaON ,MLN[ M`3 z—BIEBSES 155.55555555 5]]5 3 3 3 0 3 3 3 7 55 7 5M aail°--ta A ie+A8cmellii!I - .a.... .E 1 Y 1.t........ $$�$ !I �1E1 h �g 1 15---^Y----------X1.44440*03 gEDEEEEEEEEQXXS115�s 4444 6. 111 -- 1 lit RA Er or y 1 666 -.- 1.1 E 6 1a? t a: C 3 E 'asa{, C aa E B 41515•. pp[[ i d` 111 #� a . IaON ,MLN[ M`3 z—BIEBSES sa ail Vg' 531! O ifh MoV3 cts_g- 4�At 98 rQL—qi 1 II 11 r1 1 I� 1= d V rti Ii .r — I 11 6 rx N 11 1. s1 o — —— O 117101641. Cl 11 ° J L_ F I _ 1-1 �J L_ r — pi If 13 MOON ST ITST TbrN— 0 � LJ Worn 1.0141,10. 03..wr szsts r — „�--- 11 dla , TEX D 4L as BUCKSAW -0 ST I•r �a I II r --salt-- O1.a.o. V. K C !T Kry I III Ill 1 11 0 MOWN ST 0 0 0.076ARL RNSA 404011 COMf1RVCIK7x 0IV(t00M(1.1 SERVOS C14VOf Open.. stv wilsapre enss en Chr Ul t.R.lR scommas Alto m111104dsest u �vnw Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=jalals@cctexa s.com, c=US Date: 2020.04.14 13:42:16 -05'00' e 50 60' 120' SCA, I'• 60' BASS at WELSH ENGINEERING 7% WW1. RI0. MO 100047-00. TR IA°NmMC 10.0. 440 7-57..001 5. A.M. SWEET. COMM OMR MIS 75404 PUBLIC IMPROVEMENTS TO KING'S LANDING UN11 I CORPUS CHRISTI. NUCCES CO., TX STORM WATER POLLUTION PREVENTION PLAN NIL 00 iL 00 Ala_ 01.1 00 JIM— Digitally signed by falai M.H. Ali Saleh, P.E. ON: um/alai M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=JalalsOccte xas.com, c=U5 Date: 2020.04.14 13:42:48.05'00' 410 SLIMY fir; r. dam:: 7189 04' 28' E 1050. 33' • 11 10 N89' 04' ME 1050. 33' 14 Dt4Ex0ATER ST cit DIMON ST 11 VIC 0 1.01 ---Jj 3 p 17 DRr1GEN ST 10 10 i$$N sy r. ,. sn ! !1 0 11I flf LOT 1 III II 1 ti II III III 111 III 111 111 °1 MATES LINE '0' STA 12.50 CONTINUED FROM SHEET 14 0 00' 60. tit E117:1=111=1 SCALE. I, 60' $SFFT 7F7 Attie. oR, au BASS & WELSH ENGNEERING Tx WW1 RDG. XS 10=027-00. T% 002•d41.0 000. b. 7-72. ]064 S Wag. 411.1, CORPS 00151{ TUOLS 71404 PUBLIC IMPROVEMENTS TO N1NG'S LANDING UNIT 1 CORPUS CHRISTI, NIECES C0., To STORM VATER POLLUTION PREVENTION PLAN J CONTINUED ON SHEET 113 MATCH LINE 'r' STA 4.75 �• I ,T i to IN 04 f9_ a 1 n I 1 -"""F-4- CD ' 1'4- 1 1 91 LJ� (MON ST Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=jalals@ccte xas.com, c=US Date: 2020.04.14 13:43:21 -05'00' .& i[ • A M awn ..[%ii3ymQRs J 1 II qqaa ai It ' OO I I " it ; It a L. - 8; *1==�==r LJ[y CONTINUED ON SHEET 19 MATCH LINE 'G' STA 4.75 l. I t 11 1. II I It 11 H 8 3 19 11 I1 • II M II 099GON ST aau �w o.. ao 1 le " is M 0 ]0 60' IHr 1 SOIL I, fa teit BASS & WELSH ENG*NEERING TA S**C RC NO 100037-00. T% EMOIQAMO AEF NO T -St JOU S. AMKW SMELT, Ea u$ E0M1[ TONS MO4 PURL IC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NIECES CO., TX STORM WATER POLLUTION PREVENTION PLAN AN L o; �r4am re ere ., _�. rr[ifH. d m .re. receuenna. 8I• b i I � I I I r 1 � ofenvenrc 'Nieuwe in m.r•, iri. • O ' 8i le O ■ fl .11'1121 3.2C.SS.00S .11'1121 3.2C.SS.00S Annecy cm one inure X. re tunCT STX WON' KAM XI. LID Timm Digitally signed by Jalal M.H. Ali Saleh, P.E. CONxM14fN•p d DN: cn=Jalal M.H. Ali SO KA Saleh, P.E., o=City of Me Corpus Christi, • „� ou=Development M1`r yy�o MMI Services, email=jalals@cctexa s.c om, c=US Date: 2020.04.14 13:44:02 -05'00' 0 00' M' 120' 1><x SCKL 1'• 6r SHEET KEY BASS & WELSH ENGINEERWG TX ROMA NW NO 10001)-00. TS IHC•IOSAWG KO. b. 5-51. ]OS• S. ALPACA SMUT CORNS 0M11G11. i[ri6 MON PUBLIC IMPRBVEKNTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO. . TX STORM WATER POLLUTION PREVENTION PLAN •� ..r v1 M con 0 0 0.5 oevo0o.s. of if ovaS ff. ool000m Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. All Saleh, P.E., o=City of Corpus Christi, ou=Development Servkes, email=jatals@cctexas .com, c=US Date: 2020.04.14 13:44:44 -05'00' N 1- I -i I I 1 1 1 1 r 1 —1 I— I y � p I 1 Ir I LJ .1 o,f----1- OAITH ST I ,. � I V KTHGTS - - OS n 01 = O It = d4 H O ' r I „ o ,. is " la Ia K •I SO Of ST 1 II ^ 1 1 II II 1 1 I I a II 0 1 I II 1 , 1 • II I 11 11 NATO, LINE 'O' STA 4.17 CONTINUED FROM SHEET 17 0 30• =a• SCALL 1'- 60. BACSH ENGINEERING n Nowt, AOC INEE .cc •o r_» 5054 s.0wuowe cw.sn, rugs NH. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES CO., TX STORM WATER POLLUTION PREVENTION PLAN la or,“005.51/ cvur _MM...ilr== ,.m EL Of 0' >,»»»3> Z — L>'<T>'<: JT/i_ I a,n1.� �_—I— _ _ _i I_ - ____) Li::mis,,,,,,..4,,,m„,,,„..i 1= 1 , I I I I I 11 -�.L"_1 i -1 r , -1 ; b - - 1 ,- - - T - - -1 I----1 w c ---- - - -� I ---'u r-- -----1- 5 y I I to IR { i 1Ct7CIttf:.:tnt_LCtt o i= II I A I 2221JPCCC11tC'R.1CI Q -- Hr --i f- — — —I— —12 CONTINUED MATCH LI ROM SHEET 3- STA 24.59. 4B I -I I- — —1 1- . — — �-- — 1._ , I L --_ - i - - i L _- i (.I- - -I- - _J ____,___J -'I- - _J L - -2. 2. . 6. ..c I �_— _—__--_�-_—_jam_—_�1�_—_ r� _-� n: .�o _— _—_—_•._—_—._—_—_—tm—_ x}°—_—,—_—_,—__— i IRON THRONE DR.<FUTW() -n :M�A�K I 1 —I— n I J r LL JL H H_ -� L �_ I 1 .K i 1 I= I I 1 , 1 25 00 26.00 27+00 28 00 29 00 30.00 31 00 32.00 33 00 34.00 35.00 36 00 37.00 38 00 39.00 40.00 41+00 42.00 43-^^ 2•'. 'ONTIKJED FROM SHEET LATCH LINC STA 244.59. w i MUED ON FOLLOWING S LATCH LINE STA 43.00 wn. n7 — t41� 14i0 01 '65,..g 4,T FL PFOPOSED TEMPORARY DITCH 2 C. 07'/. PL PROPOSE')TCMPC RARY 0 TEN 0.072 0120. 74 is .+t LU I. Digitally signed by y lalal M.H. AH Saleh, _ _ _ P.E. ...5 r'------ - PROF [LE - OFFSITE TFNPfIRARY DRAINAGE CNANNFt ________�, ,a cn=Jalal M.H. All Saleh, RE, o=City of -r A .. • BASS It WELSH ENGINEERING rem W IOOOti-0p, h ," Corpus Christi, fK.l[fAHG N(G M. r-02. 006. S. WMM S1KLl. CaPvs OMSto Y .T • 1.0. oundces, o ment L F A Y IIgo pN >� w"" """'"' P �.:;�, (/. //T'. `I^ Servlces, PUBLIC IMPROVEMENTS TO XING' S AIfA • no email=Jalals®cctexa LANDJr UNIT 1 CORPUS Cl ISrl.E' NUELES [0., TX s.com,c=US 0 34 120' OFFSITE DRAINAGE PLN/ AND PROFILE Date: 2020.04.14 Ci13. SCALE 1,64 13:4525.05'00' " .0.0 °".w „,,,V—tib .,-- mot wa.m lear.,o _ aur_ Mon 32.01_ �i b�m I�I4� -z x- • /..\ a- 1 IeBI^ --T-----� ___ \r. \ \ % I I \�I j ' v Ita' \\ I y r l L ____} o —�_ oIa 2 I i o iitt «ccccccccc e r i i 1 c yR{ la y r J� 1 1 I I i r , t 1 r y 1 1 1 1 1 _. I I s , i j C attt74ttPtu["_51? I. 4(tL)tnn!IZUNKW' -t"!!!4!C:C;fttC7�lt], -, 1 . I fl I i uuln Il r -j' s t I 1 I L 1 ti 1 1 1 1 I 1 K y r r °' ^ Q MT•.h'kg...'PP 1 r J- i i I - 1 F 4 ! i 1 r 1 4 I I 1 I 1 1 1 ler La a IP PP PPP CP ^> RI' ,„o —. _ -r 1a , i r I -\ /— , , 1 1 T —.T i , , 1 i •\ /- T •\I I - -♦1 1 I i I. i i 18, i , I I Ip, Jr L I A I y - I r T 1 T 1 J L i T I I l • 1 J -' L ltl, Il 1 \• TIARA LN (EXISTING) lo Digitally signed by g JalalM.H.AliSateh,P.E. DN: cn=Jalal M.H. Al. ______ �dT^rt Di1l ^____-- H L 1 . 815$ & WELSN ENGINEERING ,KMRETR(Gfof4EMT-nn(wEI:ING4(6.W. r -ax. )as. s. slam. caws MPS NV. //��....",,,n..„,..... Saleh, P.E., O=Elly Of re ii a �� ,t IC III6. Pu., IC IMPROVEMENTS TO KING' S TO 6 LANDING UNIT ..."..^.'", ""NR"m COfpUS Christi, rir a J '_ O F: s t CORPUS CHRISTI, NUECES CO., TX ou=Development TY T - - II X17 14 -{'� CST I I� G: OFFSITE (FT Va •114N x' Services, • 1 a I i4 DRAINAGE PLAN AND PROFILE email=jalals@cctexas.c _ As mu 1� _ L J 4 -- aaa ..... OM —21-a— q �` pp pp om, c=US Date: 2020.04.14 1 ,a 1 ,ki a A..� 13:46:13 -05'00' y ' 00 44 00 45000 46 00 47000 48 00 49 00 50.00 5l 00 52.00 HATCH LINE STA 62.25 CONTUNUEDUED ON FOLLOWING SHEET n 33 00 54.00 53.00 56.00 57.00 58.00 59.00 60 00 61000 62.00 9 yg 35 x \-n r„J25;g ? i3 20 n,o. •, ,. FL PROPOSED 1CMPO6 ARY DITCH 4 0.07% IL PROPOSED T MPORAFY DITC. 2 0.(72 wHfaac✓ FA. 20 a,,,„ '6, ITf PROFILE - OFFSITF TEMPORARY ORAINAGF CWWNFI CONTUNUED FROM PREVIOUS SHEET QQ 1 ,�,b 1 1 MATCH LINE STA 62.23 .6. m"ni wv. ,{Z 1 , �Z -i .I , �/L 2202 I I 1•I 1 1 I Svm,nu a a. ✓arr[v,b .c ,+.n I ,bro.,rA. a.. > i. r ,.a. I _J 1 --1 F L • . I ; ` `„��_�L`___i � 1 1 1 1 --1---� -,-„-- --I----I----I-- � I /i TM, ;'IKL / '. 3,> 1 v'"°6, / n6bw"..b„w.M 3.z..+ S Or.RCEa a 1 i -`1 _ SU MO WON --1--' `IL” 1 M SIA 63N! .: �L < <J ::L ::_1----I---L- RI a .300.., _ _—_ - _ _ _ __,,,i,„,„ 13 S _ - —_ `I -' I _ J I r —1 PROP 6'%8' R/C BOX 1 r-,-----�T__ %\ . CULVERT a a. 32r. r c 5522` 64 a:1e i 1 1 I � I n I I 1 1 I I r \ I ,�, I 1 r + 7 t— 1 m r I —i 6 I I I \ {S �` ^'e H 1 1 1 1 i 1 1 H I 1 �S I { I \. 1 p c y y ,.1 z z O " Digitally signed by Jalal ��3 M.3.� 4111.13,01411• M.H. Ali Saleh, P.E.a DN: h, M.H. Ali �4" 3 TM" ... Saleh, P.E.P.E., o=City of "'ham .....}3...„...."'- c •,..e � 6 bb ,r ,m " Ai NW,a.N",M.e1u ,rt , sa ti. Corpus Christi, YP n F["..�a ., ou=Development �•, , `l, •;. TT 1 R/C 1 W ceeeNFI r3f,..: Services, 76. AI ND1NG STA27.16 63 00 64 r. __00 email=jalals@cctexas.c om, c=US Date: 2020.04.14 13:46:55 -05'00' 00 65.00 66.00 67 00 68.00 69.00 70.00 71.00 72 00 73 00 76•82.00 73.00 76.00 77 00 78.00 79.00 80.00 8]•00 NTWUED FROH PREVIOUS SHEE HATCH LINE STA 62+25 n o 2A 8 8 t.ttni1a'.i w If VW a<b,r. 1. 61104 1.1330Ns� 35 NM.. s 3 R PROPOSE[ TEMPO•OARY D TCN 2 5.2x w eFi.; - '-....' ==:3—=- " b16 25 FL PROPOSED TENPIN QV OI1CH 2 0 2% 6,b„a �; .',a 20 P,)P��X\ .L. , •u.,:Y 1._.. . 10 10 vvov 0/ia.r:5 \ _ 3 0 0 illm � ` KWo . C « o Ga["Gear , a:, ir aK.' Silk RI ' \` . �, v , i,� _V.. .. 1,11• BASS 8 WELSH ENOINEERINO N.. STX SWAT �MNSOa SI�II�C0.WS OA9�,L1IFxA4 > KC MOa I` _ 1 : Q I'G eo,�,w...,,. I iLL ^./p 00 "'74; PUBLIC IMPROVEMENTS TO ICING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., T% - i11 0RCttStiitt errs` °:i et/trru,3 OFFSITE DRAINAGE PLAN AND PROFILE tiiiiiGt Q�p[L 111 QETp[1S ((ttE@AR INSTN 1 ATI➢N AT DRA NA NrfU' INTO PROPOSfp 6' x 8' 1 26' W 12! frt"tt L"C11! TT Vrt.l uQ 0% CULVF . e:3 w SCALE. 1-. 61, 60 SMS M _41.1151 - 14 JB2_ 004 foOnd . mu PO . NOLO 0 0.0.000 SA 000.0 l� ;no oPM,m .A.rME TYPMAI PURI IC STRFF1 PANNC (PCCP) SECTION m 111Y6JOINT DETML De ans 01. VOW POO OSIC CO Ko TO Inter0„, ?rantoktao0 OOP d0014.6. 161.1 ourPOLTOT.4 00(700. 0,Gen.( TO 04o0(11 TOO POMO. AO. To pot or:(640 .640. Parptuppl 10 TairOOPONO MAK O OPOO v0m yr OOP POMO Owrm Am •+ir OG OwP'N TYPE -E- - EXPANSION JOINT FOR PCCP WO uu+r oak Or COO= Iff lir OP•000 WOO 10 Morn I0.4 M)�i COOK(.. POGO* OKOAu MIM ''K'r'•* :4,•O 001 TON KAO I r0. STREET A/e Ma. rnaKOCKW1MO 4111- r, !Jig SPM OD tui YO[A KN b roe Cot KOAT q nOCCS Mop •/- IVO r.KPr.0 PoKS Cr • 0 L. 440 VOW 040..0 14011000 t MOOr' .0041(1 POO. CO NO TO 2,000 CO TYPICAL STREET SECTION - 60' ROW SHUTT Kw. M' M TKO MOT • Ono ,Y KP O'ICW.00.r'•rr TAY 0.50)10(1 0710000 01 MOO Or OM (MOO MIA WS) - CrT PAT00 0K OK. PO 00010%KO OW. Km. 04 ;w0). wom . 00140040 411.14 0, COMO 142601K. PO MPY rE fl .11K MK Or N urn 00 00400106 AAMw. Pr 160000 EWA. 060 MO 10 'WOO ON ICE RR Tx. TYPICAL STREET SECTION - 75' ROW -8. MOP KO. 02.01000 oil TO • L00010 OAS AP 001.0 .10.04 CO•Oli ..m Ort Iiw°gi'm 0 021,.0 aKeru TO offm NO COON P001(17.1 5TRLTT ir WC OM f0 yap Wet NO 011000MCM TM OK 0.11 EOVOM mm.:/- nlawai0O s Tr 01 0.• N WS, OAK tlwMrm 414 m MO n 1,11.0.4 TYPICAL r ncOrm TYPICAL STREET SECTION - 50' ROW 14. PORRAN0 CENTNT CONCRETE PIIRIIC STRFFT P/8188 (PCreI NON, • 40/0100 PM KO fro at LOCO. a 1.6 2 Woo.. Tom OM goo Pea•N000 60•4 IV 0' COMM ri.nome 414 :TM ptue RIM PLICOOM MO, al InTilim Awn m M. WO COIMOMM MOM CO OMOMl MO. • ocuor P.m. or 06001T moor room room Tot . mArO� Toy yam : as no= -4:1114:7- so MOO rum awn • xe kr-r a 0600 ITO 6.0 x . nwm 14 .0.1Mee 0110.11 YOrxaa am aru ,m lO .w COW= ICM. r 0.002 ON• r OA( AMr Pi Po OSO011 onn net ofra au .0.0 SIMS r OVA MOW WO BLOCK-OUT OIL TYPICAL SECTION - PROPOSED CONCRFTE LINING IN DITCH AT END OF PROPOSFD STO PIPF m /nr•O yr mom MAMA MO cv.rt MIAcroso" "VC ram% VT =MAW= slapor 0.16. T -W OO wow fa KP m . woo .M KOOS OP NV m14(r -44,14:0• 0140.= *-W TOPIC "TKO OPO, rmm noperOn .or KO Of Tol Va. roCit ALLOI 01000.1n *KAN Fol SOP two Arc . "1.r w.o we•14 •ra SK .-yr r OSI . yr TO TO I PW p TIO Urrl Fort pm Yoe. on TOK }IW EDMIIW SIGN LOCAIITN SMALL RE 10 THE AREAS SM*DED Ix ME NMC DIRGR.w 700e, *al T. ru. SOT ma 1600 ITOu MO 00061110 Y Yu 002002 Tumor GOO Koto woo. 7 Ommyy• mom. MO MM. MO MOM MO 101-ke< MOM 10300.• MOM -ASK /1 ••0 1 04.1 w 010 10 600r1/ POZ-LOC SIGN SUPPORT ASSEMDLY 114' SOOME. a -M DETAIL - END OF ROAD BARRICADE INSTALLATION (TYPE OM - 48 OBJECT MARKERS) xn PO Or oir MO. TOP CO eto 0.04 SFCTION A - A ,w .0.1410 Or API PUN - R/C COLIAR AT JUNCTION OF 48" STOP SICK NSTALUTIO0 FOR RE51DENT)AL ENTERSECTKNS Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of "°"" R^m Corpus Christi, KKou=Development Services, emall=)alals@cctexa s.c om, c=US Date: 2020.04.14 13:47:44 -05'00' BASS 1N0 WELSH ENGINEERING TI AEDBrMON „0. r_v, .nM S. 'MMA PRET MANS WW1. TCut rsra PUBLIC IMPROVEMENTS TO KING'S LANDING LNIT l CORPUS CI4RISTI, NUECES CO., TX STREET, SIDEVALK AND DRAINAGE DETAILS rue wit 00 EWE M _KANO _ 00)11 bile& COL TO MsPmrr > a N S40U X1O4ASFO N)A CONSTgUR IN P10110.WNI SENVKFS City of w.a„non v.,.H.w• C E'h IT1 LOC 305 l 100(0,00/61a Digitally signed by fatal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. All Saleh, P.E, o=City of Corpus Christi, ou=Development Services, email=jalals@cctexas.com, c=US Date: 2020.04.14 13:49:17 -05'00' BASS AND WELSH ENGINEERING 1% KOTMTON N0. 0-52. 3054 5 AwKW, S1111117 carers Cwesu. 110.+5 75000 PUBLIC IMPROVEMENTS TO KING'S UNOING UNH 1 CORPUS CHRISTI, NUECES CO., TX TXOOT SINGLE BOX CULVERTS CAST -IN PUCE -5 &6 .. Swo w > n Ywx N Digitally signed by Jalal M.H. Ali Saleh, P.E. P1.5A"T a7H.5I0 TdI DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of °"."`"'"''""f5 Corpus Christi, C"'' °r ;„w„.;;" ou=Development " Lac 5"S"" -"]NP Services, emaiI=jalals@cctexas.co m,c=US Date: 2020.04.14 13:48:28 -05'00' BASS AND WELSH ENGINEERING M ,q" b t-57, )pyx 5....OA SIAM C01.5 0.511. i VAS >Npx PUBLIC IMPROVEMENTS 70 KINGS LANDING UNIT 1 CORPUS CHRISTI, NUECES CO.. TX TX00T SINGLE 800 CULVERTS CAST -IN PUCE SCC -5 h 6 Will 21.p._&_ ah,a.N „SOM. Felya C. A= wNw Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=Jalals@cctexa s.c om, c=US Date: 2020.0414 13:51:32 -05'00' BASS ANO WELSH ENGINEERING Ix KGSIR TT M0 r-52. 305* A MAMMA MR caws Cm.% TEXTS Mx. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTL NUECES CO.. Tx T%DOT SINGLE 80% CULVERTS CAST -IN PLACE SCC -8 sou ,Ty cox .M 110011-52 aw nmm ate, r.m sr_ o. PLANS ARE RELEASED FOR CONSTRUCTION DEVELOPMENT SERVICES City of Conu.uctono+M.0IIfp.7 COq)LLS meed on conditions Stated in ChnnSL) UDC 3R.5 (Aug.11016) Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalai M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=jalals@cctexas.com, c=US Date: 2020.04.14 13:52:18 -05'00' BASS AND WELSH ENGINEERING M INas7MMN7 1.0 7-52. 3054 S. 7007445 SIAM callus assn M IAS m.05 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., T% T%OOT SINGLE B01 CULVERTS CAST -IN PLACE SCC -8 wac nn .tomo pl91131 MNDAV OLT L _aa. KAY SW FON Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=j a la Is@c ct e x a s.c om, c=US Date: 2020.04.14 13:53:03 -05'00' BASS ANO WELSH ENGINEERING T4 0LI4TMI10N N0. 0-02. kM S N44SO4 SAM OOAPY4 C.V. TQ43 74404 PUBLIC IMPROVEMENTS TO TONGS LANDING UNIT 1 CORPUS CHRISTI. NUECES CO., 10 TXDOT MULTIPLE BOX CULVERTS, CAST -IN PLACE MC -8-T3 rm. Tam •CO 44.11 d utM 0n ry� (Tre�I 04,,,7 w.5an� Digitally signed by Jalal M.H. Ali Saleh, P.E. DN: cn=Jalal M.H. Ali Saleh, P.E., o=City of Corpus Christi, ou=Development Services, email=Jalals@cctexa s.com, c=US Date: 2020.04.14 13:53:45 -05'00' BASS AND WELSH ENGINEERING Tx RCG0TMTp No 7-50..1055 5 24)24(54 SIRCC7 (0405,5 64557'. rcx 5 78504 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES CO.. TX X00T MULTIPLE BOX CULVERTS. CAST -IN PLACE. MC -8-l3 ro 04R �5 wwm KU >L47 MIL p ;pa Cnvot Digitally signed by Jalal M H. Ab Saleh, P.E. ON: cn.lalal WH. All Satoh P.E. o=Ciry of Corpus Christi, ou Development Services, email-jalalsceccteuas.com, c=US Da1e: 2020 04.14 13:54:49 -05'00' BASS AND WELSH ENGINEERING Ti MOSTATCN Na. r -ST. )ONS MAW. STKR CORPUS OWTI. nUS )aMS PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI. NUECES CO., TX TX00T CONCRETE WINGWALLS W/PARALLEL WINGS FOR BOX CULVERTS,es eta®_ gi Digitally signed by Jalal MH. Ali Saleh, P.E. DN. cn=Jalal M 4 Ali Saleh, P.E. o -City of Corpus Christi, ou-Development Services, email-Jalals@cctexas.com, c=US Date: 2020.04.14 1155:36 -05'00' BASS AND WELSH ENGINEERING r5 0005105104 40. 3•52. 3054 5. 04W011 SIAM owns assn. wa 16404 PUBLIC INPROVEUENTS TO KINGS LANDING UNG I CORPUS CHRISTI, NUECES CO.. TX T%DOT PEDESTRIAN RAIL, TYPE PR -2 war mogr, sea 60 -WM, vwut wN W I 4.wet mow Bot B - T00 1 Mors FE, Bora C Top Ba Ds D - BotIDSIODThs ll Slab Dors,« B«s C • lop Slab Bos D - Bottom Smab Bot E Bos FI lm Slab 1 - (Ws s Bo -o F Bot an Stab _- WALLS AND CURB SLAB PLAN OF SKEWED ENDS - FROM 0' TO 15'0 Tilt B« 0s to mointoln BO's C - Top 5100 Bos D - Botta* 51m Bore B Im 1 B«> F0 Botta* Slab /1'` Bore 1 6«012 ORM* me spacing between Bos B becomes les. mon nail of the marmot spool. @CTuhet spoo. Does Shall De so voofM (I I y In Ira• 501..-1 tfha s•c)l0 Q (To hal/ 01 kew o11 larnl (*n Of ,he 12H 01100 B«0 Fl one 12 1. * *1 C. inuo.n 1HOp0 the ogee chain p, They *0 77 begentr I. 46«011*. he wails of out fouln1. ®mut necessary 10 ovoid estensOn corners. 0M elm estension mo of Bar* C Mi 80L0 0 mho N *1W toms to 3 mi 010 4 ' - 1.-6. I« stews Of 50• oma e5'. QF« paws of IS. a 1•t*, the plooln9 8 has the mile of 7 ft* Doe B. 0 «.00 parallel mea 10 61090 Mo *1%14 its 1'l*7t 0x. Le along Dox, 7.8 .10- or Bars a �n the a.0«a* Y 05 N *ONO to 0. obC0.ga0ip the skew. s IAIOf0µgwe0 ilii ll iiiiii iii 1111111 i4111E4' 11111111111111111111111111111111:1. .111111.IIIIIIIIIIIIIIIIIIIIIIIU7/ IIIAIIIIIIII 11111111111111111' YIIII1111YI11 1111111111111111 Tili;;irili61G6�IWpiRIIGG� 111111111111 11 mum/ IIm! lILI:!i! a1161i: MINIM 111111: 1111111911.11111111 B«* CP' Bar, f it co Bore F2- Bolton lob WALLS AND CURB SLAB PLAN OF SKEWED ENDS - OVER 15' TO 30' iTyp1 Culvert L *0. C - Too 5100 Bore 0 - Bottom Stab Sx•. Bos r2�-, �.- I1mi75 f . ng.o S*Otlo0 Mrs B - Top & Bottom S.m - B«eF, m 5 ab Bars F2 - Bottom Imp - Bos F2@ Bos 8 -Top 1 Bolton Stat.-. --Bore C - Too 5105 001* 0 - 807700 Slob PLAN OF ANGLE SECTION - FROM 0' TO 15' �-Liml rs Seeeln®-, 1 Boo F 1 - T005100 Bore FI • Bottom 5140 Bor Bar* C - Too Slab Dors D - Bottom Slm Bos B - lop It BO„Ole 5100 -. B«e 02-, Bos To ti L moi is of stt*e0 .ha sect Ion Q) iiliiMilliiitiiiiiilllliuiii11iiii': W ITyDI IRI//111111111 N II III 11'J11111I111111ifi/%" 1111111111111111111 EII1111111111If - 41111111O111YWi11lNIl AUG011p 111111J111111�1E1■{111111p1`!! - 11lIeBS,1�+111101 iillI*����(tors C s D - 8* foc5tm i 11111111111111 1111' 11111111111111 711111 ,-C Culver. JI -111* B« 0* rm01*s«0 0 saint°:* cover Dos 46/ « co oab _ Be ii 5100 --- 8os x Bos FS Bot n . WALLS AND CURB SLAB PLAN OF SKEWED ENDS - OVER 30' TO 45' 5tH Loath of en*nsin Bars FT© B«s 8 - Too 6 Bottom Slob Bos C - Too Slob Bos 0 - Both* Slab PLAN OF ANGLE SECTION OVER 15' TO 30' \--Witting Bo. Culvert LENGTHENING DET AILO of A0*. Sef*oetn'®, 1 f111111IlIl11/!'/l/i.4I IngliNUR 1, ILlIlii1ii�yr�4r s\ 741`, 4q.p/ WNW'41��I��/ 1��o11/, 0o. FF2-• B00t5m00 S lm© -- B«> C - Top 51046 Bert D - Bottom 5100 PLAN OF ANGLE SECTION - OVER 30' TO 45' 0F« box cuiverts witn less ss 11,4,No1 r-0- of 1111, the top Slab *1brawn .011 be brabath 'OPrOvi0• a ml0las 1••10• lop of the •xtetH10 to/vituO:not Dos 01tn the iong17*01ml Dot In me xtti• If the oeptn of fill : 2'-0 o 01*040r, the too1nn *1 « 100 .011 be Draken back t0 0640* o 1-0• 1nImum emoement Of existing longitudinal reinfbrcing 41,0 the *xtrmfon. AItnM7:vel,• .8 the fill height IS greater 'non 2'-0-. IM H1s,iM curb m0y N left In 01001 040 2'-0• Iwo 06 bar* moll oe trlll00 01grouted 1•.0• into the existing top Stab 1.-6" center tee 17 e• 580510• Wings o.0 porch*0 anvil brokn Dag. es *cess«Y to In*10,1 he •stension. Exposed 1x4.011 end ewe re1n1«Oin0 my m ramrod o clean. ono included in rm 00Mnnn 1el. Mumphening SSIIt1ng mn eitn aim4*Ins different Iran arrant *tonomo OINn01on1, horizontal g.0 vertical ,owl* *11011 De Forma 0* OlrKleEng/Meer. *Bem Enmer. Eom nttae aim* mai i mien to meintoin on unint•rruote0 flew lift. ExiNIM and Mm reinforcing x0.1 be Tinto Dent into transition me1nt01nlha •p•oiflea cover r.allremants. GENERAL NOTES* 0.04000 000«aln0 t0 445010 4810 Spe011leotiens. •IM«cIM *lel 511011 be Cram *0. .11 010400 .011 N 0IO C• 4101 sham.n eceptIst N Close f« top slobs Of allverts 017* 000riay. Mtn 1-10-2 course surfom tem: euro, « 0171 the 100 slob O* the fl Clem .C' cng oncrete *011 novo a minimum oorrstsive Strengin Of 3,600 ml. Class -S' concrete 111.011 move O mIni.u. oon0reseive sermon of 4,000 psi. Tne use Of crforIs 01100.0. Refer fe Silvis 000 Box me 00 Cu Cas7-ln-P800e Stande-0 fOr mta:ts Or *trCh th nCulvert. ti s Of F« t0.*0 5 M antid eefiOti ole Nefin6 refer o 517101• Bo.0Cul Culverts COst•in-P100e 1Onocro f« and slob av01I 0lsen0*1* « 0 b 112, mmu a0i. bo sga0« ln1, o he nY otr 8001 is not* Mown. For Noma Mos 41/h 0100 odium Imam of Bos N, n10er Of Bars 1. b concrete ete Cna • fbre5M stem m:ont M div0Miro the vol mom on the move, stmocr 0 OY me 1. 01of rhe N aq le. Loon f« oM Bs 0, en r0a0ireo, shall beI'-9• for uncoated b«0 era 2.-1- for epoxy cootee. - talshlluthas avlawnt somas C Iypof cr,rl wtslll 10 ML93 LOADING f75.6 Deprmi.71 of 7/.mPMYtln 0000.0 SINGLE BOX CULVERTS CAST -IN-PLACE MISCELLANEOUS DETAILS SCC -MD vN 1v l --o ma(.• w 4Dr4f," New, DM 1 .m Digitally signed by falai M.H. Ali Saleh, P.E. DN: cn=lalal M.H. All Saleh, P,E, o=City of Corpus Chlist4 ou-Development Services, emaikjalals@cctexas.Com, c=US Date: 2020.04.141356:31 -05'00' BASS & WELSH ENGINEERING Is Whet rG 00 700027b0, iX *kON&YIWo RES N0. f -SI, set S. SWAG STMT. Cary. OmdT* MVO ISWt PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS (WRIST!. NUECES CO. . TX TXDGT SINGLE BOX CULVERTS, CAST IN PLACE. NISCELLA*LOUS DETAILS, SCC -MD a. a -MOAN ..w Ane - 0* nom. Meng *CyrS NIXON M.WELSH,P.E.,R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email:NixMW@aol.com TX Registration No.F-52 Survey Registration No.100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 18068-PCE- OVERWIDTH 03/18/2020 KING'S LANDING UNIT 1 PRELIMINARY COST ESTIMATE C-3 COLLECTOR STREETS IN LIEU OF 28'RESIDENTIAL STREETS COST OF SO'BB STREET NEGLECTING WALKS ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1 8"PCCP 28345 SY 69.00 1,955,805.00 2 8"LIME STABILIZED SUBGRADE TO 2'BC 30612 SY 8.00 244,896.00 3 EXCAVATION TO 2'BC 30612 SY 2.50 76,530.00 SUBTOTAL $2,277,231.00 DEVELOPER PORTION OF COST OF 28'BB STREET NEGLECTING WALKS ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1 2"HMAC 13605 SY 18.00 244,890.00 2 6"CRUSHED LIMESTONE BASE TO 2'BC 18140 SY 15.00 272,100.00 3 8"LIME STABILIZED SUBGRADE TO 2'BC 18140 SY 8.00 145,120.00 4 6"CURB&GUTTER 10204 LF 13.50 137,754.00 4 EXCAVATION TO 2'BC 18140 SY 2.50 45,350.00 SUBTOTAL $845,214.00 Sxt. dF FCITY PORTION EQUALS DIFFERENCE IN CONSTRUCTION COST 1,432,017.00 * *f '.* 7.5%ENGINEERING,SURVEYING,&TESTING 107,401.28 M.WELS#1.� .4;1.411°141....".1:3646:17$4114114° s'; 4A yYr TOTAL AMOUNT REIMBURSABLE $1,539,418.28 • �S 6JST�aE�� Exhibit 3 Page 1 of 1 INSURANCE REQUIREMENTS CONTRACTOR'S LIABILITY INSURANCE A. Contractor shall not commence work under this agreement until all insurance required herein has been obtained and approved by the City's Risk Manager or designee. Contractor must not allow any subcontractor to commence work until all similar insurance required of the subcontractor has been so obtained. B. Contractor shall furnish to the Risk Manager or designee two (2) copies of Certificates of Insurance, with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the Risk Manager or designee. The City must be listed as an additional insured for the General Liability policy and Business Auto Liability policy, and a waiver of subrogation is required on all applicable policies. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-Day Notice of Cancellation required on all Bodily injury and Property Damage certificates or by policy endorsement(s) Per Occurrence/aggregate COMMERCIAL GENERAL LIABILITY $1,000,000 Per Occurrence 1. Broad Form $2,000,000 Aggregate 2. Premises—Operations 3. Products/Completed Operations Hazard 4. Contractual Liability 5. Broad Form Property Damage 6. Independent Contractors 7. Personal and Advertising Injury 8. Professional Liability(if applicable) 9. Underground Hazard(if applicable) 10. Environmental(if applicable) BUSINESS AUTOMOBILE LIABILITY $1,000,000 Combined Single Limit 1. Owned 2. Hired&Non-owned 3. Rented&Leased WORKERS' COMPENSATION Which Complies With The Texas Workers' (for paid employees) Compensation Act And Paragraph II Of This Exhibit. EMPLOYER'S LIABILITY $500,000/$500,000/$500,000 PROPERTY INSURANCE Contractor shall be responsible for insuring all owned, rented,or leased personal property for all perils. C. In the event of accidents of any kind related to this project, Contractor shall furnish the Risk Manager with copies of all reports of such accidents within ten(10)days of the accident. Exhibit 4 Page 1 of 3 II. ADDITIONAL REQUIREMENTS A. Contractor must obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law.The contract for coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The coverage provided must be in amounts sufficient to assure that all workers'compensation obligations incurred will be promptly met. An"All States endorsement shall be included for Companies not domiciled in Texas. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract,and any extension hereof,at Contractor's sole expense,insurance coverage written on an occurrence basis,by companies authorized and admitted to do business in the State of Texas and with an A.M.Best's rating of no less than A-VII. C. Contractor shall be required to submit replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Management P.O. Box 9277 Corpus Christi,TX 78469-9277 D. Contractor agrees that with respect to the above required insurance,all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers,officials,employees,volunteers,and elected representatives as additional insured by endorsement, or comparable policy language, as respects to operations, completed operations and activities of,or on behalf of,the named insured performed under contract with the City. • The "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers'compensation and employers'liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation, non-renewal or material change in coverage, and not less than ten(10) calendar days advance written notice for nonpayment of premium. E. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract.Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required,the City shall have the right to order Contractor to stop work hereunder, and/or withhold any payment(s) which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. Exhibit 4 Page 2 of 3 G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor's performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations and completed operations and activities under this agreement. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. Exhibit 4 Page 3 of 3 City of Corpus Christi,Texas Department ent of Development Services City of P.O.Box 9277 Cotpus Christi,Texas 78469-9277 (361)826-3240 EVI Co US Located at: 2406 Leopard Street Ch ti (Corner of Leopard St.and Port Ave.) 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: SEE ATTACHED SIGNATURE SHEET STREET: CITY: ZIP: FIRM is: ❑Corporation ❑ Partnership ❑ Sole Owner ❑Association El 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 3% 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 N/A N/A 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: Title: (Print) Signature of Certifying Person: Date: K..DEVELOPMENTSVCS\SHARED.LAND DEVELOP\IEN'DORDINANCE•ADMINISTRATIONiAPPLICATION FORMSIFOR?.IS AS PER LEGAL12012\DISCLOSURE OF INTERESTS STATEMENT!.27.12.DOC Exhibit 5 OWNERS: The William Earl Hensch Trust Corpus Christi Community Church William Earl Hensch,Trustee 4833 Saratoga Blvd#259 5027 Holly Road Corpus Christi,Tx 78413 Pasadena,Tx 77503 Scott Mcdonald 361420-0022 Phone:713 417-7122 Also,James F.Dodson 4222 Fm 665,Robstown,Tx 78380 Anna Belle Hensch Phone:361 877-3222 1009 Peerman Place Corpus Christi,Tx 78411 South Texas Children's Home Land Management Phone:361444-5800 Po Box 548 Beeville,Tx 78104-0548 Retta Maurine Kasper 4805 Velma Killeen,Tx 76542 Phone:254 462-2976 SIGNATURES t( 1,17,‘ William Earlnsch,Trustee The William Earl Hensch Trust STATE OF TEXAS § COUNTY OF NUECES § y This instrument was acknowledged before me on theZiSk- ,day of‘hJ.XNft_ . 2019, by William Earl Hensch,Trustee,The William Earl Hensch Trust,an owner of the subject tract. �1Notary Public 4 6 Y r(/ STATE OF TEXAS tary Public,State of Texas y.1.. My Comm.Ex .04/15/20207 JO#13062180 Anna Belle Hensch,Owner STATE OF TEXAS § COUNTY OF NUECES § \ This instrument was acknowledged before me on the V1 day of . 1\5,- 2019, by Anna Belle Hensch,an owner of the subject tract. f \I\01/432k464.Ce%k I \IV, MEUNDA JACKSON Not Public,Star;of Texas i. Notary Public �' `� STATE OF TEXAS Comm.Exp.08112/2021 4 1!)8128521427 NMW:sab gar 9rbacerowt,t /671.1 Retta Maurine Kasper,Owner STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on the 1 iP ,day of `J tti A 2019,by Retta Maurine Kasper,an owner of the subject tract. / /I — - --. SHEREE STOVER . A 1', ` Notary ID#r 129287500 'tary P .1'c,State of Texas v I My Commission Expires i ( yiaOTO" January 30,2021 k N 4,-7140y, Scott McDonald,Agent Corpus Christi Community Church STATE OF TEXAS § § COUNTY OF NUECES§ This instrument was acknowledged before me on the grday of J J.-ke 2019,by Scott Mcdonald,Agent for Corpus Christi Community Church,an owner o he subject tract jill ,,. 0t +�'4.., GAYLETHOMAS '�,� � ' • ;.= My Notary ID#128257 Notary Publ� State of Texas :4',. reAP623' Eron Green,Registered Agent South Texas Children's Home Land Management STATE OF TEXAS § § COUNTY OF NUECES§ This instrument was acknowledged before me on the ,day of 2019, by Eron Green as Registered Agent of South Texas Children's Home Land Management, owner of the subject tract. Notary Public,State of Texas NMW:sab City of Corpus Christi.Teras Department of Development Services City 0i PAi, xas77 Corpus Christi,Texas 78469-9277 Corpus (t: )86r3240 opa Located at: 2406 Leopard Street iminuor moms s Christi (Corner of Leopard St.and Port Ave.) BMW V%./\s/ 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: SEE ATTACHED SIGNATURE SHEET STREET: CITY: ZIP: FIRM is: ❑Corporation 0 Partnership 0 Sole Owner 0 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 3%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 N/A N/A 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. A05,5 Certifying Person: 0'1 fl5"5"t-,yl o5.6,----' _ Title: hisle f€was,///G/ficr` (Print) Signature of Certifying Person: Date: R ADE VELOPMFNTSVCS:SI1ARED\LAND DEVELOP.MENT'ORDINANCE.ADMINISTRATION+APPLICATION FORMSFORMS AS PER LEGAL42012\\DISCLOSURE OF EKTERESTS STATE.MENTI 27.RDOG 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. "Oficial". 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-.\DEVELOPMENTSVCS\SHARED'I..AND DEVELOPMENT,ORDINANCE ADM1NISTRATIONAPPLICATION FORMSFORJIS AS PER LEGALl2012\DISCLOSURE OF INTERESTS STATEMENT!27.12 DOC Nueces County Kara Sands Nueces County Clerk *VG-50-2020-2020020941" Instrument Number: 2020020941 Official Public Records AGREEMENT Recorded On: May 26, 2020 08:56 AM Number of Pages: 63 " Examined and Charged as Follows: " Total Recording: $255.00 _%%%%%%%%% STATE OF TEXAS -p�NTY Co0��1 t. Nueces County * 4. *�i# I hereby certify that this Instrument was filed in the File Number sequence on the date/time i„ j c„$ printed hereon, and was duly recorded in the Official Records of Nueces County,Texas Ih °F - ' Kara Sands Nueces County Clerk /\ Nueces County, TX sC<JJ ***********THIS PAGE IS PART OF THE INSTRUMENT*********** Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Record and Return To: Document Number: 2020020941 DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20200526000040 2406 LEOPARD STREET Recorded Date/Time: May 26, 2020 08:56 AM User: Melissa H CORPUS CHRISTI TX 78408 Station: CLERK07