Loading...
HomeMy WebLinkAboutC2025-003 - 2/3/2025 - NA DEFERMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This deferment agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and TKRE Capital, LLC ("Developer"), a Texas limited liability company in order to defer the completion of certain required public improvements prior to recording the final plat of Bent Tree Unit 2 (the "Plat"). A copy of the Plat is attached and incorporated by reference into this Agreement as Exhibit 1. WHEREAS, the Developer is obligated under Section 8.1 of the Unified Development Code ("UDC") to construct the required public improvements before the final Plat is endorsed by the City's City Engineer or Development Services Engineer, as applicable ("City Engineer"); WHEREAS, the Developer is seeking to delay the construction of the required public improvements ("Deferred Improvements") shown in Exhibit 2, which exhibit is attached and incorporated by reference into this Agreement, and to have the Plat filed immediately with the County Clerk of Nueces County, Texas; WHEREAS, in order to have the Plat filed prior to completion of the Deferred Improvements, the Developer agrees to deposit with the City a form of pre-approved financial security authorized by Section 3.30.1 of the UDC in the amount representing 110% of the estimated cost of constructing the Deferred Improvements as shown in the cost estimate, which cost estimate is attached and incorporated by reference into this Agreement as Exhibit 3; WHEREAS, water and sewer services are available to serve the subdivision, and the Developer has completed all other subdivision requirements, park dedications, park deferment agreements, maintenance agreements, and all special covenants; WHEREAS, the Assistant City Manager and City Attorney have both approved this transaction; and WHEREAS, the Developer is entering into this Agreement pursuant to Section 8.1.10 of the UDC in order to defer construction and record the final Plat. NOW, THEREFORE, for the consideration set forth in this Agreement, the City and Developer agree as follows: Standard Form Deferment Agreement 10/27/2021 BB Page 1 of 9 SCANNED 1. Preamble. The above preamble and all defined terms therein are incorporated in this Agreement for all purposes. In addition, the preamble to this Agreement is included as substantive content in this instrument and upon which both parties to this Agreement have relied and will continue to rely during the term of this Agreement. 2. Consideration. In consideration of the Developer's request to enter into this Agreement and the posting of approved financial security, the City agrees to waive the requirement that construction of the Deferred Improvements be completed before the final Plat is endorsed by the City Engineer and filed for record with the County Clerk of Nueces County. The City further agrees to allow the Developer to delay construction of the Deferred Improvements per the terms of this agreement. 3. Improvements. Developer covenants to construct and install, at Developer's expense, all external and internal subdivision improvements required to comply with City ordinances, regulations, and policies governing subdivision approval for the Plat, including Deferred Improvements as shown in Exhibit 2 and Exhibit 3. 4. Financial Security. As a condition of this Agreement, the Developer agrees to deposit with the City $630,872.00, as a form of financial security authorized in Section 3.30.1 of the UDC, upon execution of this Agreement or before the filing of the Plat. The financial security must provide for 110% of the estimated cost of constructing the required Deferred Improvements, as those costs are shown in Exhibit 3. The City Engineer will not endorse a plat until the financial security is deposited with the City. The Developer acknowledges and specifically agrees that in the event the financial security required by this Agreement has not been deposited with the City before the filing of the Plat in the official public records of Nueces County, this Agreement is NULL AND VOID WITHOUT ANY NOTICE OR FURTHER ACTION REQUIRED BY EITHER PARTY. 5. Improvement Completion. Deferred Improvements are to be completed in conformance with City's engineering Standards within 12 months from the execution of this Agreement. 6. Letter of Credit. If a letter of credit is utilized as financial security under this Agreement, the content of the irrevocable letter of credit must be ( 1 )pre-approved by the City's Director of Financial Services ("Finance Director") and City Attorney, (2) be issued by a banking institution having a local branch office within the State of Texas (Corpus Christi location preferred), (3)be valid for a period of 12 months from the date of issuance or longer, (4) automatically renew for successive one-year periods, and (5) require, as sole documentation for payment, a Standard Form Deferment Agreement 10/27/2021 BB Page 2 of 9 statement in writing from the City's Assistant City Manager setting forth (i) the circumstances of default giving rise to the draft or (ii) the Developer's failure to furnish proof of renewal not less than thirty (30) days prior to the expiration of the then-current letter of credit [see the section below regarding renewal], and accompanied by a properly drawn draft not to exceed the face value of the letter of credit. The Original Letter of Credit is to be delivered by either personal delivery, courier service with a signature required by the recipient, or by registered or certified United States mail, postage prepaid, return receipt requested. The Original Letter of Credit is to be delivered to: Director of Finance and Procurement City of Corpus Christi 1201 Leopard St. Corpus Christi, TX 78401 7. Letter of Credit Renewal. The Developer must ensure that the letter of credit is kept valid at all times. The Developer must renew the letter of credit before expiration. Proof of such renewal must be received by the City at least thirty 30 days prior to the expiration of the then-current letter of credit. If the City does not receive timely renewal or cash in lieu thereof is not deposited as financial security with the City, the City may, after 10 days prior written notice to the Developer, call (redeem) the letter of credit for failure to timely renew. If the letter of credit is called for failure to renew timely, the funds will be held in an account as if the Developer had posted cash for this Agreement in lieu of the letter of credit. The City shall not be liable for interest on any letter of credit so called, nor shall the City be liable to the Developer for the accrual or payment of interest on any financial security posted by the Developer pursuant to this Agreement. 8. Financial Security Modification. In accordance with Section 8.1.10.B of the UDC, an increase in financial security from the Developer may be required on an annual basis if the City deems itself, in the sole discretion of the City, insecure as to the prospect of payment or performance on a demonstrated reasonable basis or it reasonably determines that the financial security does not provide for 110% coverage of the estimated construction costs. 9. Time is of the Essence. Time is of the essence in the performance of this Agreement. 10. Improvements Approval. Detailed construction drawings must be provided by the Developer and approved by the City's Departments of Development Services and Engineering prior to the start of construction of the Deferred Improvements. Standard Form Deferment Agreement 10/27/2021 BB Page 3 of 9 11. Improvements Construction Standards. The Developer shall construct the Deferred Improvements in accordance with the City's engineering standards in effect at the time of construction and in accordance with the construction drawings approved by the City departments pursuant to the section above. 12. Acceptance of Improvements. Upon completion of the Deferred Improvements by the Developer as verified by the Assistant City Manager and Director of Development Services and within the time period stated in section 4 of this Agreement, acceptance of the Deferred Improvements by the City Engineer, and compliance by the Developer with the remaining terms of the Agreement, the City Engineer shall: a. Immediately release the Developer from the obligations to construct the Deferred Improvements by mailing a release letter to Developer at the address shown above Developer's signature line in this Agreement. b. Return to the Developer within 60 days of the completion of the construction of the Deferred Improvements and settlement of the actual construction costs, or within 60 days of acceptance of the Deferred Improvements by the City, whichever is later, any balance remaining of all monies received by the City from the Developer. 13. Warranty. Developer fully warranties the workmanship of and function of the Deferred Improvements and the construction thereof for a period of two years for streets, curbs, gutters, and sidewalks and one year for all other improvements from and after the date of acceptance of the improvements by the City Engineer. 14. Default. If Developer defaults in any of its covenants or obligations under this Agreement [excluding failure to timely renew a letter of credit, or post additional security, for which the default provisions are separately addressed in this document], the City Engineer shall send written notice to the Developer [and may send notice to the Developer's project engineer ("Project Engineer"), if the City knows such address], advising the Developer of the default and giving the Developer 30 days from date of receipt of the notice letter to cure the default. If the Developer fails to cure the default after receipt of notice and opportunity to cure, the City Engineer may transfer any funds received to the appropriate fund of the City in order to complete the Deferred Improvements. In the event there are any funds received by the City from the Developer remaining after the City has completed construction of the Deferred Improvements, the excess funds will be refunded to the Developer within 60 days of the completion of construction of the Deferred Improvements and settlement of the actual construction costs. Standard Form Deferment Agreement 10/27/2021 BB Page 4 of 9 If the Developer has not begun construction of the Deferred Improvements at least 30 days prior to the completion date stated in section 4 of this Agreement, the Developer agrees that the City may, after notice to the Developer, accelerate payment or performance or require additional financial security when the City deems itself at risk as to the prospect of performance or payment based on a demonstrated reasonable basis. In addition, if the Developer defaults and fails to deposit any increased security after notice and an opportunity to cure, the City may transfer the cash funds received or call (redeem) the letter of credit and transfer the funds (if the financial security provided was in the form of a letter of credit) to the appropriate City account, and the City may begin completion of the construction of the Deferred Improvements. If City constructs all or any part of the required Deferred Improvements and the funds on account prove inadequate for the City to complete the Deferred Improvements, the Developer shall reimburse the City for any additional costs related to the completion of the Deferred Improvements within 30 days after the City completes the required Deferred Improvements and invoices the Developer. 15. Notice. Unless otherwise stated in this Agreement, any notice required or permitted to be given by either party shall be in writing and must be provided by personal delivery, fax, or certified United States mail, postage prepaid, return receipt requested, and notice is deemed sufficiently given if addressed to the appropriate party at the address shown for the party in the signature block of this Agreement or faxed to the fax phone number shown in the signature block for the party. By notice to the other in accordance with the provisions of this section, any party may specify a different address or addressee for notice purposes. 16. Plat Vacation. The City and Developer agree that, if the Developer formally vacates the current Plat with approval of the Planning Commission prior to the deadline for completion of construction of the Deferred Improvements, any money received by the City from the Developer remaining on deposit will be released and immediately returned to the Developer. 17. Certificate of Occupancy. The City reserves the right not to issue certificates of occupancy for all or any portion of the real property that is the subject of the Plat until the Deferred Improvements are constructed, installed in working order, and accepted by the City Engineer in accordance with the provisions of this Agreement. 18. Assignment. No party may assign this Agreement or any rights under this Agreement without the prior written approval of the other party and by amendment to this Agreement. Standard Form Deferment Agreement 10/27/2021 BB Page 5 of 9 19. Covenant Running with the Land. By execution of this Agreement, the Developer covenants to construct the Deferred Improvements required by this Agreement, and this covenant shall be a covenant running with the land. Therefore, at the Developer's expense, the City shall file this Agreement in the official public records of Nueces County. 20. Modifications. No changes or modifications to this Agreement may be made, nor any provisions waived unless the change or modification is made in writing and signed by persons authorized to sign agreements on behalf of each party. 21. Severability. If, for any reason, any section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement or the application thereof to any person or circum- stance is, to any extent, held illegal, invalid, or unenforceable under present or future law or by a final judgment of a court of competent jurisdiction, then the remainder of this Agreement, or the application of said term or provision to persons or circumstances other than those as to which it is held illegal, invalid, or unenforceable, will not be affected thereby, for it is the definite intent of the parties to this Agreement that every section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement be given full force and effect for its purpose. 22. Disclosure of Interest. The Developer shall, in compliance with Section 2-349 of the City's Code of Ordinances, complete the City's Disclosure of Interests form, which is attached to this Agreement as Exhibit 4, the contents of which, as a completed form, are incorporated in this Agreement by reference as if fully set out here in its entirety. 23. Compliance with Laws. The Developer shall comply with all federal, state, and local laws, regulations, and rules applicable to the performance of this Agreement. 24. Governing Law and Venue. This Agreement shall be construed under and in accordance with the laws of the State of Texas, and all obligations of the parties created pursuant to this Agreement are performable in Nueces County, Texas. Venue for all actions arising from or pursuant to this Agreement shall be brought in Nueces County, Texas. 25. Strict Performance. Strict performance of the provisions of this Agreement by the Developer is required by the City as a condition of this Agreement. The Developer specifically acknowledges and agrees that failure by the Developer to adhere or comply with any term, condition, or requirement of this Agreement constitutes a default of this Agreement. Standard Form Deferment Agreement 10/27/2021 BB Page 6 of 9 26. Authority to Act. All signatories to this Agreement warrant and guarantee that they have the authority to act on behalf of the person or entity represented and make this Agreement binding and enforceable by their signature. 27. Termination. This Agreement terminates upon acceptance of all Deferred Improvements by the City, completion of all Deferred Improvements by the City, or upon plat vacation. 28. Effective Date. This Agreement is executed in one original document. This Agreement becomes effective and is binding upon and inures to the benefit of the City and Developer and their successors and assigns from and after the date the Agreement has been executed by all signatories. Attached and incorporated by reference into this Agreement: Exhibit 1 — Plat Exhibit 2 — Required Public Improvements Exhibit 3 — Cost Estimate Exhibit 4 — Disclosure of Interests Standard Form Deferment Agreement 10/27/2021 BB Page 7 of 9 3 EXECUTED IN ONE ORIGINAL this 1` day of � G r14 202 f 5 CITY OF CORPUS CHRISTI P. O. Box 9277 Corpus Christi, TX 78469-9277 (361) 826-3240 Office (361) 826-4428 Fax Mic ael Dice, Director of Development Services THE STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on , 2025, by Michael Dice, Director of Development Service for the City of Corpus Christi, Texas. otary u ture Z Approved to Legal Form: _ fie% '' GRACE SANTANA ;.��r► Notary Public.State of Texas 1t 6 ' ` t - Comm.Expires 12-14-2027 '••%%%%%%r Notary ID 134680807 Buck Brice Deputy City Attorney Standard Form Deferment Agreement 10/27/2021 BB Page 8 of 9 DEVELOPER: TKRE Capital, LLC 3003 W Alabama St Houston, Texas 77098 (713) 818-8459 eph Silver anager THE STATE OF —rf aC a 5 § COUNTY OF 4a 1 r This instrument was acknowledged before me on So.r L(a r 9-1 , 2025, by Joseph Silver, Manager for the TKRE Capital, LLC. _ WI/II/Z(4 ANNA HERRERA i.i**1 My Notary ID#12136860 Notary Public's Signature pi;;;: '5 Expires December 20,2028 Standard Form Deferment Agreement 10/27/2021 BB Page 9 of 9 EXHIBIT 1 GRAPHIC SCALE p .` PLAT OF SITE val\ 1� �_ YT w Q 2 BENT TREE UNIT 2 �0 (INFEST) ,s4 BLOCK 7,LOTS 8- 13 1 inch=80 IL 44 BEING A REPLAT OF BLOCK 7,LOTS 6 AND 7,BENT TREE UNIT 2,AS SHOWN ON THE FIAT RECORDED t, IN VOLUME 63,PAGE 174,MAP RECORDS OF NUECES COUNTY.TEXAS AND DESCRIBED IN A DEED • RECORDED IN DOCUMENT NO.2023045835,OFFICIAL RECORDS OF NUECES COUNTY,TEXAS. lei SITE MAP '' / .40TTO SCA,F \ LOT 4,BLOCK7 Brister Surveying Sz 'BENT TREE-UNIT 2" CAM EA:.. 0 �1 VOL 57.POS.99-1W Q P"IbniO.T""•'",11 M.R.N.CT. 00 ce saie9t \\ YirmlicKasrnoo No.B 072800 LOT5,BLOCK7 L "BENT TREE-UNIT 2" / 25'U.E SEC�58"E 498.21' VOL 57.POS.99-iW / M.R.N.CT / 23R91' 15'U.E. •L'\ 267.30 II 0 CiI / /— LOT 12 /1 �// (NON-BUILDABLE /I'� 24Ll4. / '* 'L/ DETENTION POND) //E+0// 0.462 ACRES,20,129 S.F. •1 / SEC 20 56'E 305.86' / ti/ ]® 20 PRIVATE D.E. V LOT 13 I NOTES: / / AS PEA VOL 63,PG. / 1.SO$ACRES 6�i .. L THE RECEIVING WATER FOR TSIE STORM WATER RUNOFF FROM THIS PROPERTY IS /. 174.M.R.N.C.T.TO�—i1"// 78,636 S.F. Y' S THE O50 BAY.THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY . ( BE VACATED PER a! F' g '3 AS"EXCDPOONAI?AND OYSTER WATERS..TCEQ ALSO CATEOORIZED THE THIS PLAT LL on RECEIVING WATER AS'CONTACT RECREATIONAL'USE. Yc�R j�`�' 2.BY GRAPHIC PLOTTING ONLY,THIS PROPERTY IS IN ZONE•X'ON THE FLOOD LOT 11 EFFECTIVE DATE OFOCTOB Rl3.0022.INSURANCE RATE MAP.COMMUNITY PANEL NO.4533SC M400.WHICH BEARS AN L. 2.664 ACRES I yyyy 116,040 S.F. 704 3.MEASURED BEARINGS ARE BASED ON GLOBAL POSITIONING SYSTEM NAD 83(93)4205 J1 4.SET s/6'RE-BAR-STEEL RE-BAR SET WITH YELLOW PLASTIC CAP LABELED BRISTER f>) Rj L4 ,� 0` SURVEYING. 6.0 10 U.E. O S61.10 41'E 221.90 O 0 04 3 ,9, z... S.THE TOTAL PLATTED AREA IS 9244 ACRES. LOT 5,BLOCK 7 A h 1 _ I,-c O Q 'BENT TREE-UNIT 2' LTD -1— y11 JJ ' I Fw 6.THE YARD REQUIREMENT.A4 DEPICTED.IS A REQUIREMENT OF THE UNIFIED VOL 57,POR99-1W r N61°IC'41"W 226.10' ■ — • ____ • OT DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANOE �NSI'�14'Tl"W�� 1�6119'411P2a1.°�6'---- 89 a 40 E4 7.NO INCREASE IN STORM WATER DISCHARGE TO STATE RIOHTOF.WAY SHALL BE ACCEPTED BY IXDOT. a O=SET 5/8"RE-BAR W S.'MOOT PERMITS WILL BE ISSUED IN ACCORDANCE WITH THE ACCESS MANAGEMENTEi STANDARDS AND ALL APPLICABLE STATE AND FEDERAL LAWS.INCLUDING RULES QO =FOUND 5/8'REKAR 64 AND REGULATIONS.ACCESS CONNECTION SPACING.MATERIALS.GEOMETRICS, 0=FOUND DRILL HOLE T tr. I ACCESSIBILITY.AND .AS WELL AS THE�ON DRRAINNAGE DESIGN SAND HYDRAULICPECIFICATIONS S.UTIILL LITY LOCATION OR LOT 10 LOTS r �, LOTS NRELOCATION.AND THE ENVIRONMENT THAT WILL RESULT FROM THE REQUESTED 1b70 ACRES 02 B 834 ACRES It ry 1.808 ACRES 54 CONSTRUCTION OF AN ACCESS CONNECTION.TS EX ADMIN.CODE 411.52(2020). 72,76$S.F. 36,349 S.F. ' 78,751 S.F. 44 475 9.DRAINAGE AREA IN ITSE 'BUILD-OUT.ANTICIPATED MAXIMUM OR'FULLY SI ,Y, DEVELOPED'CONDITION.AND SHALL BE DESIGNED TO PREVENT OVERLOADING Ll—NM 4019.E 44.50 THE CAPACITY OF THE DOWNSTREAM DRAINAGE SYSTEM. 52-S61'IC"dl'E 15.00 i9n 10 2 I 1R IF THE OWNER RESPONSIBLE FOR MAINTENANCE OF THE PERMANENT L3-2428'40'19"E 11.50 J� STORMWATER OR WATER QUALITY CONTROL FAILS TO MAINTAIN THE CONTROL TO TXDOT ROW.THE OWNER SHALL CORRECT THE PROBLEM. L4-SEC 19'4CE 45.50 O. 1L SHARED OR CROSS ACCESS EASEMENT SHALL BE ALLOWED ACROSS LOT LINES. L5-537.50 30'W 164.ST OO /'/l�IS Ib-NIT 19'40W 20.W L7-N37.5030'E 164.85' - 20 Y.R. �Jt �YR__ - J.-V�,S$� I I5U.E. C I 2266W 15'U.E. • 1W00' O 55.W O 9551' 0_, �a N61'S '41"W 47633' M.B —� — _ — — — _(, LEGEND: SARATOGA BOULEVARD CL-CENTERLINE D.E..DRAINAGE EASEMENT (STATE HIGHWAY 357) DOC.NO.-DOCUMENT NUMBER 120 RIGHT OF WAY MRN.C.T.-MAP RECORDS OF NUECES COUNTY.TEXAS PO.-PAGE R.O.W.-RIGHT OF WAY S.F.-SQUARE FEET U.E.-UTILITY EASEMENT VOL.-VOLUME Y.R.-YARD REQUIREMENT DATE OF MAP:24 SEPTEMBER 2024 J EXHIBIT 2 CONSULTANT'S SHEET CALL BEFORE YOU DIG! SHEET INDEX PROJECT NO. *Tnv�c # SHEET NO. DESCRIPTION Popoc,pANiS REQUEST " VOIL,OR R BLAST-STOP ANDGAL 1. COVER SHEET ., 811 2. GENERAL NOTES �M� xEvw.on Son Patricio County 3. OVERALL SITE PLAN �, THE LONE STAREa'�',ncfi°+4Q NOTIFICATION COMPANY 4. UTILITY PLAN & PROFILE (1 OF 4) `k. o $s AT 1-800-669-83440IUECEMBER2034 .�s, 5. UTILITY PLAN & PROFILE (2 OF 4) _ 6. UTILITY PLAN & PROFILE (3 OF 4) d Nw 7. UTILITY PLAN & PROFILE (4 OF 4) v NUECES BAY a ' c . 4 �cwa• 8. STORM SEWER PLAN & PROFILE _ i ® i / 9. CONSTRUCTION DETAILS (1 OF 3) €,a 10. CONSTRUCTION DETAILS (2 OF 3) o itgi, a iig s 1 �` ' 11. CONSTRUCTION DETAILS (3 OF 3) � �€ Roy w _ woral .GNE9 _ € ,co. _r �'/,,,�` CORPUS CHRISTI BAY GRAPHIC MAP SCALE $ . / �,1'r '� � — 3000 0 S<)W ,0000 13000 w \ r / \ PROJECT LOCA la 'Z ./` `\ NWC CI ARRON B BLVD .p lY , 4,,t\ :CIMARRON BLVD v $ U CORPUS CHRISM,roes LV D I e LO = a N �`4 1( tr".#41!r I IT4tri 2III}�N rn _,,,,,,,,trir, i_,_ .:t 0 . >_. ., n,..,,, _ „.....,,a, q e.miv�� U O itio / - I „L ... PROPOSED 8"WATERLINE, 12" j 1 ' —',1 - Pt ©. J=Q (° SANITARY SEWER,AND 18" — � © 3 �k} STORM SEWER CONNECTIONS § - k 'i w II I Site w•. W ft -- ,� k 2 �` PLANS FOR �� • Luct r-n)-1- -- PUBLIC IMPROVEMENTS SERVING THE NWC i VICINITY MAP OF CIMARRON BLVD & SARATOGA BLVD PROJECT# P18416 PREPARED BY All LINDSEY, LLC. a SHEET t el „ 18635 N ELDRIDGE PKWY,STE 200 RELEASED FOR rn a4..d.. a RECORD DRAWING NO Y CONSTRUCTION: II®„=:„^"-'" TOMBALL,TEXAS 77377 1 . -,.-, Sent.. Date �_� 1 CITY PROJECT/ off mewreo woa3a ` aJ ii Jo i 133HS 4 li .,.....v[a.wrx.a.,.[w wa ro asni,.,.ramp, .,on n mw,a mr. omrromti a_ . a..oa..,.�wr.xo ...[.x,00. ,.�., �•�n . w,�,°'a .; i„m n,,:�roa'u . i 1 o ew a...o�w«♦e[.o,».. aran.. .mis..w u.wwu[w,wwn-'o. ponv s l y �r'NVOwow'"015•a p ..,,(—www..»,.m w.x nawr.Lw.mx[wxna=4.1.W=. unwa-w�;�,-..q� , LA ®wam.mr.ter,..a wa.m.aaa.a,a.»-,.-,roe awx x a...a..m wa.,wa.v®a , p ..a..a.[,=a.arm.---mew.wro,roa..row..-.A...,aa.1.1 rno.,ro e- r, 11 up hru says w[.ww roaoaa[W»ro.m..woo.w,m roa..wa. .r.,i=1-e.a.w,ra:ont a,ins.m»:a,.S -r.,.ao..an ''I--:::---------------m.a®m...wa� ><I o m.�waroa roaa.a[ro,n .,,,m iaa. 3 -~C ..,roar..m..o..,.,.., x ...............x....w.w.,..w....rw..w[na.,..m m O ._ OM.om a. n.a.awea. .m la o y m.m mwro.,o.:1L1 I..x v.n..o.omw m.m am..w eer..,[..[..r.,t x... .r[roaa.m w . ..w mr..am..a..maa,maw.roe.,.....®wow[w,0 ma ma.NO wa..aw .ro,a..w. Mt 1 n {Illy E wwro awm..aaww,... ww...., r m-am �Z sw. "C wmr ,». m...a� wwo.mrom.wa.. r..aro ro woe a.wewroaw..w.wx13.aw,.a.n.DM.m.,310640460 6,0 .. 2 0 wr �...,.r .- .,gym....vr.ro.....e..l.. ,�w...n.,., , .m .mom m.1a,wa.m [.,..ra>w ., ,. » Aomr.a. » "n '�<';a�:^` a:.mri•nm �.a."" „..roNa.�w rowa�ro�.[w.rom a..�. �,em .ax�' m N .aa..a...w.».a[..ro.„a x.,awoonr x o »OW.r,M a,66 m . ,.w.1..1.0.,wa.w.m n.w.4 w[a rm nrro.nr x.mr[roe am.»ox 1.03,3 a..a m 16 mz{ wu..amm.mm.nov.aw m[mm w.s.w.a.a,wawa..... roe...wean.. ., wwrr owawx.ma,mwmsa.m w..a.«aw,ono,.,.w.oa ,au.n.[nro.a.ou>vro MO.v.ww.mv.m.m.vmw....„re w.n,..w..m61[Ill...ro...mr wwaro3 v axar.rose..wowa»o..,—.roaam w,ra..,w,:m 7—.7,aa[a:::,wm„ ww.a.mr wwaw v e...n naaw.. m.m...x.,.w.....w.»w.,mo. ... .aro..wro w ,.ay.m.ew mrw a ruru.m w.a a..m,...—..........ease..,..........r.vw.a..., • Mil _ __ �.,. ...[.a �.a.m,....�m ..a>.ro..a..,.x ..... rw.1,T,v--.•=....ro ro r.[..m..,.w.. ,..,weer,.r, 1pw�'r�o'w'Oip,:MO',o��'.a„"o".w.wo.""`..a:.,..wwaw o«....rwa.[xw n,...w.,row m it %.,a.m,..ro,r...,ma...nw,..w.w,[..aw. w»�xm..t.'. r.,:. °a.: . .fir.,,=,m, o' m ". em..a.....a earn®..»wan Elie roaaw�a.a..w �xn.ew x amw. .........,a...... mm. 3.4n maw no'some mmamw»m=, m.as aw .., 5 r m aa.w.�., ar m.r $. m. w..[,.�a ..amm. .,..... wro,x.a. f ; aw u..w o.u[r..re.a a a.,mn w w.xweay.x rn.in w ay.0.mr rn m aas wr.mx . »u 10 1101136016100 01 KW 01460,. .u xwom am e. . a w ror ... ...... ..ro '`.. ..ar,..,.. ., �.roe, a.'",. m.,.....,w .. mr..m. ,.. ,., .....wm,,.w.mro..O,,.ar ww..n w, .roe..,ro [ mm,..w.,. ,arr.wx ,.. mr..,..,,ro-. .m . v ..,m,r wry..,ro.wae..[...wane.->.».w..wn...mxm.aa.a.m .m awra.a..,a.a xoz/aaewaJaa n mwro.www....rx .. m v........... w[..117 o�.,.oro[a.m mr[:1=w snu .%�:'cearttA, aims...sewn.a [o mile...iV,�a'.`.."m oi.....r.[..,o.w,w.r .°O�,`.o." .:.°wt.. .. x s .......r,w„rr»,were--v—.o.,xm..w..,w..eu.ro.,....w.waw.ro,,..r.w.--.-ro»a. ����•��aw- [w.-ox-m.-i,.w...Tr.NO[rm, .1s .wan mew.rwr i m.a.a .. .s. ,»m w....wmNna o-v“.w,...o .... a.wo arr.,ala.».w.[ro.rrn.arr 1311 ,rtI an MO KLI[a,o wa.a..a wt 3311100660 Mt xm.,ma �.. .r� o m, r. n.a.a TN , ..mr616 w s ..wa...=Z.. mr. wa,w..e...=,w m..woo':m..:.. 4,',L7r [ _ _ _ SLO:t'1'IZ'Sfl'ON 13.3100d ,maranx awn..vox r.m.sav ow a...a[a......,law w w. .oaor w aw...w..om 1w» 1 14 w0000.w.,w,am.o.x 0001in."w°wr amaw.w,x'..Z4 i..0nnv 4.7700 000.o.ro..0..�"a10�anp°',,,..&.m`"w . vw .nw ....,.esm 133115 SJM171IS1100 BENCHMARK \ PR Sr.D rz, I IL vP....ET LOLTvrxmacx. CONSULTANT'S SHEET PROJECT NO.235.21.0 V.W3 �i / � E _ ':,1=;E / S'.%1 ET e I / •I ,1 II O.3ss(wwc) 11I= M el •1 ��� / PBNO a P REFERENCE w TxE 9rz f' I 1 Bach .0 1` Ill DECEM66R]A2J . / `A OESubueN Hors li I . i .-4:— g— . _1,1 I I GRAPHIC SCALE T co /. /�e'/ ;_ _: •- —... —,._1t- I , 1 1 u n 5]s LEGEND 'O �p AOANOONEo . C3 E 1 C.=C' E=Cd❑ - .• I .[ EX STORM SEWER F..! / '._ .... 1 1 FUTURE SITE PLAN 1 1�IE18 rR.SANITARY SERER UR Militi / 6. ,. L—� NOT A PART OF SCOPE t Ec muNEAD POWER UNE t {}-., I -.-III I I IX bmERaRwRR L.L. PROP.W.NME FUTURE SITE PLAN J t I -- - SANITARY SEWER MR LANE NOT A PART OF SCOPE• . • 1 1— ; _1I I • PRO.STORM s< r I. 1 GENERAL NOTES U li :..r "' + \ _ x vaiv O .l .:.,j I z sxEE,z rw PwE u,s,RExRow.w�:tioi`:::uE"or a y C /y aJ.lL . I _-_S 1 {-/pltc \ vxosuvro.arn = o my r S r He.V`_ '.ROP .R,YA TVOO OP 3 PVC»ti. -(-_--—--�_ - -- �—L r_=_`°°° - {�" �- * ' mArr E cw,ao.nE.Ex..,oll w sE.,R,rz..v. A CC W W 11 J �xR, 1 '.. _-. _ TOa]REBPONv T., rw 7.1E,coxmm nAu o `(/ I II 4� THE BELOW DETENTION/DRAINAGE CALCULATIONS ARE SHOWN FOR REFERENCE " §qqc p c F ✓ r - 3 } -.-- 11d NT PLANS TITLED DRIVEWAYS,ACCESS DRIVES,DENENTIONTHE DETENTION POND AND CALCULATIONS ARE A PART OF THE SITE 88TORME� �- Y ' r P -.- '' C SEWER'BY ALJ LINDSEY,LLC,DATED ACCE24. ~ C ONLY. xIV.r I �3 DETENTION POND STORAGE SUMMARY TABLE: < O .. Stag. Elevation Mar.Eta Total Eta.ge Dlecheelp j am- { IL 0A) (FO (Cu Ft) (CRfl) RESTRICTOR CALCULATIONS r L G I om it es o TT.PROPOSED DR.AGE SYSTEM HAS BEEN .1 t 065 100-YEAR RAINFALL NE RE .. ,. = __- - , Y g ,eeEXISTING c�eosn eaYn CURRENT,"3 °° / o0 •" i 1 .50 N x� 05 .. t xiee rss DDa mE z rcAR. n ,4; - -_.. I 1. 355 Ism - 1.1iw TEAR RAINFALL LLLa[vEu wTAsotAin rlc e xi ,sz3Do + ,za' twos tt asao ` 3 I W le CO .as1 2wt'f 2O]t t6YR weE ILLSOf OM EFS OuR,NO DIE As[ ;_ 3.1 16CO 11 3W MO rz m we.ACT STEE*XL RELEASE t __ IN rk 1 5so to i� - .....- - 1 9 F� i o0 E 'H '_ -- - _. E .15.�e ew r etm MOOD o BY Au ENDSEY DATED 11.272034. h • -, _ �' \. MOP t]1 � ate 11100 5tAt at 25.]]W i FUTURE SITE PLAN OWI .-1 f '- ' i NOT A PART OF SCOPE , 15R1 3030 55n ]BB1, i FUTURE SITE PLAN ` - - , /ems. ,�E TOTAL DETENTION VOLUME CALCULATIONS OW BLE' NOT A PART OF SCOPE " E » 5 UMMARY OF PEAK FL STA ) O Ht 4. DETENTION e a Et 5 5 ♦ Rainfall Event OE 1 tlnp 0-Proposed pR if . u,I r TON STORAGE PROVIDED 51.932 Curt EM N m a5•• • RAGE ROWE RECTO.AL �o � m x _ A«AERaw DATE;„n zm.orcAHPn . .,Ao-,> eE'TSE,Drs' StRRSE""'iOR rO1"`aR 1""HE mn M . N s,ww NmROLocr rcn]O w GA BLYD xR STATE AIE HIGHWAY 357 ALa SHEET 3 of 11 (ASPHALT) ----- - -- SCOPE OF WORK NOTICE _ -��Yu¢ u� ,I.sco.E a.to aro«IIIV F Pure rs w PRona AN r RECORD ORARWf,N0. ,ER.R„,NN,� EA EREN,,t]•5 b,ARY W R *Tov. � g ^Mw.RL • AND AN 1e•O AS WOA,.10 s[RR2 THE ENRm D OP EN, NY.HER ITEMS SHOW R FOR REFERENCE ONLY AND ,,,r R0AO NOT.BE REVERm AS PART OF THIS PLAN 4 r. `eira - g l=y_r� — / an PROJECT 1 CONSULANYs.SHEET i I T. - J r ..s rnwu.F.AVPR a.wnaE.RR PROJECT NO.235.21.CR070 ry RMaRaR,.AnRA aaNYm • I i 1 PI,I _ N / I S`t --- `, / NOT A PART Rra I Y I xEm A oE. I.y — __ \.I H W cit,[ i'��p I .va' CO W ,, c+� ® O ci. ,/ Z co . W ft. 03 DEMMRER•AU I! 1 I W Ill GRAPHIC SCALE T ' �-F .parr __ V N dl s,.. --- -- --- ,�--- -- _-- —1 §v 13 E.. /I i N.- NOT A PART I I glirill PIai r I I Ircrvo I EX MA.1.1C12 EX.WATER LAVE . EX.SANITARY EX. E.g =NNE UNE h U :..:. y YA u . —+—. — r — . � . ` : -_ I _--- PROP.SANITARY Y :X-.:. P , Y SEWER LINE k' U a C 22 — . IIMIN -... - --.. a.��_-- . —rt_ 22 W W -- s 1 I -.�MO i i--- —.— GENERAL NOTES = � • � senza Rao=AI ocv. ntra Sam.. to i I :I..-_ ��M _ — 1e z AREA s a,a.a.n...Yn.,wu... 'ar E.. — AYGSGAPEa E GN RAG.a s REmoN aEE Eo 0 —_, (-- ,a.r„a EaN,R«PAN. 4— a 14 I 1 ...=1111111 I i I I 1 14 V —II I w 12 _ ---mmmaimmalmommonommom MM. Nimmln4 .. .......—... ti --�-_—.tom_ ... ...._..t-- _— �- 111111111111111 , PROP.WATER&ER SANITARY LINE CROSSINGS REYED NOTE: 0 10 • 4._ • r—._ ..._ �' f — L __—__ E I 10 O PREMISED WATER MB EXISTING SANITARY UNE 1 ' T Lnrwu , nTlru CLEARAV201 —� t -'—' §1 1 — sT a: � — 1 _ FT HORIZONTALLY FRO CENTERLINE OF _ .Ea S.REPLACE 1 FULL SECTION OF EXISTING SS MN I 1 — T —0, 0 • I . I I I — 04 to i m 7 I I s SHEET 4 of 11 0 0.00 0.50 1.00 —,—1N0 2.00 2400 3.00 3.80 , � - RECORD Da1Rk10 N0. *Tove € 8"WATERLINE PROFILE I ,�.'u«..n SCALE:1'.2V M:1'4'V ''.®�� ' _ a E \-'--.4. i CITE PROJECT/ CONSULTANT'S SHEET I I 11 I ,� 01 Iy I HI sxe,woRe.xANou uesuexe.an PROJECT NO.2J5.2I.CV075 • \ w ` I 2 I v6181 I '� s I J 1.0 J+ `'R a i I BI III Wzg RS`Amx M \ k I 1^, _ I I S 11. p� - y� F 1 NOT A PART �i s"'� rfyeeh I:I.^^1 TOxn Yc+g W2 N ll Pear 1Y•I r (�e t a j E �% :i - RO n D3 OECD/M.20U Z CO u� 1 _, 1.--Y Ail GRAPHIC SCALE T J W r -Z I TTTh��� , 0 Uy .,— PRar a ARRA -,e rm.a I --- 1 J _ N °°_ �__ e:eo= wo �V -wow 11 :r..oi •ram I 1• I i L ,' i LEGEND P � J S I 0 0.sorer SEWER NOT A PART I) a RI'. i 1 WATER c 11111°1 3sO Ft I REY �I 1 l I N SASANITARYW Exx yt I I JDe , INERRM POI.YNC ---- PROP SANITARY SERER UNE PRO,STORM KKR UKI -— _, —- EX.CONTOUR J- u v 1 I U a a -�- I t - I - I a y GENERAL NOTES ' I 1 - j -- :TOR nPE N. `� a k 20 -- I . i I 20 z n*u+.Escnax STORM W --_-. _ fsav RAN nu TA,S R N SHEET». o FOR CITY o CORP o°c'S AS'sc"`RrNE,SA _ ..-... ...... �_ --r— > CONTRACTOR RESPaseLE roR ANY RmovunePLAaMENT or �^ { i I i osonC`pAA,URES N TIE R0.W AND,W,NN AN. 0 c 1e 1a . CONTRACTOR S RESPONSE.FOR,RA SE CONTROL PLAN. E IMMOCONTROL MPLEMr»,A,N.NDsEPARA,r PA. I-, , Y 1 U p 1e -_.—J _ - _ . -•--_—. - _- __, _. 1e PROP.WATER&EX SANITARY ITARY LNE CROSS INGS KEYED NOTE: LI CI WATER uetta EXISTINGSOON.'urc __ \ - 1e � I -= , -+ \ : , Nx�RRcc»a rucr,VERTICAL 510 -- xRn ::PON"stYw:IxE°C,oC»�CsasnRoprA aaAr ^v — . 6 REwo ; Wwao:: ss�wG"1A s R R o N_ 12 _ _ _ `J 12 De R TRAD , FOR TN DIP ekT VC PIPE r 2A Nocs),� EMBEO SS NTH CSS FOR THE TOTAL LENGTH BEYOND TS LACN 10 10 LEAKAGE ,IF rsrwc SS xras,uxRRroAxo/aR�rx�s2rvaxae g . a —� _ �I € oa i —� � — I— - i  ' — eoo i �?- I I j I _— 1 ...Y..0 RJR — 1 lo c _ _ I _� I I j I 02 4.00 4.50 5.00 5.50 8.0 Meb NO2 SJ1EE 5 of 11 e RECORD O 4610*0 N0. =ALE 20 e"WATERLINE PROFILE 44w2N.,P 1 TpV7(� g I \`�., ......-'i CRY PROJECT .;".C.nm`tivmnSWOONWm CDNSULTNVES SHEET vnxnwwc wvuu..u.vn PUT PROJECT NO.23E21.CV.075 \\at e _-- ,i _ I 1 sa.0 Est \ ~I m .... 1 q� `•.,i -iv Si ----. r T Ipinee- w a OS neEe,vlee,e MIA �` PROP S.AWNA CDOO GRAPHIC SCALE >. IIx L L - --�.� r v =W LEGEND J .., 1A CIMARRON BLVD Iv a Aa eexos _ I U TA\ .. , . COUNTY ROAD 13 -----"- * IY nn I.n x.) (..o.w.VAR.) 1" EX..STOW S n lr als(� (Ass. .0 ..EX.WATER LINE MIN! � � IEN.SAWARv SERER LINE , EX.OVERHEAD POWER UNE EX.lAVDERGROUND GAS UNE PROP WATER UNE —— PROP.SANITARY SERER PROP.SIM .w — Ix CONTOUR SERER � ' I y y—,vAws E — — GENERAL NOTESCC 20 a NA a . Es,s a c n00 NE R OW.MO WITHIN ANY I — � LAWXAPED AREA o k W F .� ,T-1--- i ,RAEM CONTROTOR tS.L N>�wEN.Ana NOSPONSIBLE FOR SEPARATE.A..FIC CONTROL U eANY CRISTIC FEATURES IN I _.. Q l to - 00.0.0... , D 1e \ c O E 1. 14 , :v l_.--- i ��do 114 6Q - =_ - ,ME-r. I--- i 4 — =I ,swi.x-w off.--u nr gEao_ 12 -- tTh ■. � 12 _ ,0 ; MMEM 10 O _- ,- - I .' 1>r °� i 1111 i 1 I i m rg /111__ a w 04 t ;• ; I■�11 ■ii V. • O 0.00 0.50 1400 1.50 2N00 2.50 3.00 12"SANITARY SEWER 8 ro S"WATERLINE PROFILE BGLE'.1'�m'k1+2V Par RECORD ORARRNG NV. I � 3 `® ,ice,"T�' ki an PROJECT/ CONSULTANT'S SHEET PROJECT NO.235.21CV.075 1941- It , 11, ---; W,',..,,, —,.___„,--" , ,_____,, , 119731, , 1 i • . : : "k,‘,.':, . • , 1 1 i. ,_ timiTi _____...,___,_ : II , , Rim! 03 DECEMBER 2021 + — GRAPHIC SCALE tlt4 r6 .--------------- ' . v, __j___ V IL i Z "H 2600.00W 55,5.r. I=uj LEGEND :.I. i 2 Hi 1 ----w--T---.- 0 ETA MANHOLE. § CIMARRON BLVD COUNTY ROAD 13 I EY RTC.SEWER ER.WATER UK I (R.O.W.IMAM FAINTNALT) . I I ER.SANITARY SEKR LINE IBM: ER UNDERGROUND GAS LINE —•-- -— PROP WATER LINE PROP SANITARY SEWER LINE I ___ __ _ ,. _ __ PROP.STORY SERER LINE EY.CONTOUR 1 \ 0 'E GENERAL NOTES . CC 04 2. ,. "" ux . v) : 3. CONTRACTOR RESPONSIBLE raft...,REMOVAL/REPLACEMENT Of v).2 la AlfaVAGAIZEURES IN TEE R 0 R AND WITHIN ANY hid cc X L5' Tglng:40,7=7,170 ,f,. A,7"". : 0 Lu —, .-i m — I 18 0 — >- ; , . 1-. 14 ---1--,....—_—. , , . . •--' , , 14, 0 —71 .---- ,.,—.-.' - '. __ ___ , , ---------,---4. ::4'..:A C900 DR-le PETROL__At. --T---N---- -- — 12 ---. . ..,...... . . : -; - io 1 . , . 1 0 ,a . . I ....., . , I . . . . . . . . . . 0 . _ g t , - t I 1 i 11 DB 08 , 1 1 I tt _ '11111111111 o ' " IF , . .. 1 02 ---------h— —L--1--- ------"----'— 02 I 1 I ? L ' ' • las.0»4[0:1- . , , . : , , . ''' , .• . :nap 1r se MOM • . F :;RICO 11.FL 2.40 : ; NOD 3.50 4.50 4.00 5.00 5.50 5.00 4r 1 i SHEET 7 Of F 1 12".SANITARY SEWER 8 4 RECORD DRAM NO. 8"DOMESTIC WATERLINE PROFILE rium ...L.-ric 4i—tt. m 0 I SCALE 1,20.X.1,2•V ===........ T- 1 —T......**r—tr— 045421141511411114 A L..7.-.--..--:;-•i urshamo GTE PROJECT/ ....." CONSULTANTS slia7 =:=2:1741, PROJECT NO ISS 21 CV 075 EA i 0 r 1,I A L-1 I >vZir2i1-5.G. ... I InelT. SO R. DS DECEMBER-4124 I a 1 ' GRAPHIC SCALE • ›.. ' • i 11 r 1,1 PRC.S'Y....E (11) , .. . . ,•,.. I r-.24-— , u, -PROP JAC ,.. j X 2.EL ID S.1(SXN .13 C 7, I kr! . 6 LEGEND _ i "I----• I 1.4 ....demar _ ., ID • EX MANNOLE 1 glii!1.4 ' R' ;'..• 5. N. 3§ifit , 11, ..-,?I 11 ii et WATER LIME EX SANITARY S..ONE i Ili 11\''',1!1 EX OVERHEAD POKP L. i .U. I ' f' i EX.UNOERGROUND GAS LINE i 1.'. I - PROP WATER L. PROP STORM SEINER UNE EX CONTOUR \ 6 rz Fj v) • Et 0. GENERAL NOTES X ;Tr%VZrfao'veco'izvNgZVT"" 1 CJ On V) I 2 FCR CITY OF CORPUS pawn MORN MANHOLE.MO BROM,. DETARS REFERENCE SNEIT 11 0 V).t 3 CCNTRACTCR RESPONSIBLE FOR ANY RELIOVAL/REPUCENENT OF 21 IC a,r -6, 1 Alrt EXISTING MATURES IN 11.1f R 0 W AND WHIN ANY Ct>< . LANDSCAPED ARIA 0 La Uj 4 CONTRACTOR.RESPONSIBLE FOR nornc CONTE%PLW• PI . ' Ifli Z\ \ TRAMIC CONTROL ILIRLDIENTARON,NO SEPARATE PAY Imm SE; MIIMBIESIIIMMIIIIIIIIMIMMIONIIMMM I - CIMARRON BLVD COUNTY ROAD 13 E >- t I-- 6 i I (R 0 w vARIES) i (OEESA .A“) II i 1 Lia -a M i M.. PP•P •R P 0 1 I-=-- 1 i 11 0• P4 Pr I q; Al PROP,HD,St4 e 0 ZiX 1 1 C4 .• M. En. i7AZIOL'E WTX 3'4'71(1'1' OR 1;1 41 V) 0.00 0,50 1,00 24"RCP STORM PROFILE i 0 SCALE 1,20 X 1,TV l. V) 3 L III 1 g SHEET 8 of X% .‹. R 41)....,........„...... *Tov.ao 811 g - low ys.below. CM MAL art PROJECT/ �.YI Y �.,�. .. ..... CONSULTANTS SHEET uam . ' f PROJECT mat.73.t1.CV.075 ,.s. - _ 1•1 P Y • I ' ...A. p • _ .-7.� 1, S .as; •11164 Vera PRIMA .MKO...NOM.AxI COM I4v r OR IRVISKRSE .ON.I fNC L p. in Y . , ! ( s — c s \� I r k ' , ti i Ji .. �_ I _Ti . ` . ' 6 ®Wis € I kci aa t , ruyn-se I Eik$comma,murmur M. OINT COMAS. _,... .. ... .............. I a �- Fr_ . E —a = 1.,,, g in o a fil.- g III OL¢ a ill • I1 �-- IIRMICIIINIFINFRRIIILI ' E.Fr':..'--:E2-4,7r..7--5-117:7-tfig. '27., '177.1'.4.:1:/."7-==——- ,,,,./1112MMINMARZIWOMI440 j,ICIIII _77....:. ! -- mac:-a— < N, � -2w.___. € 1 3 a ®.._�.�... ue .7 r ° ~.' c ...T�s�-s 4i� °"-'4.r - Y sve.cm....wa ...... ff. �I -- —Fri --.� ,_ �,x- -- PA '__ j==--- . WWI" _ iiii 41 .,....— ._.. ..__,._.,_ 'R:'^-- '�r� gal ._�., ill ��s�._ . ter- — 1, fa _ lig _ Y . s a d @g 5 91EE1 . of ++ c r _ RECORD OWING NO.. g ® w g ' , k an RNatCT/ ........ .... CONSULTANT'S SHEET tea """ -ram_- , ,Lam- ..' 1 PROJECT NO.235.21.QA75 ii. is , I' ! y aayys._ �/*�,+.� ll¶IL • ._.., P S, 15,,,0 ex' -- 03 DECEMBER 20M 1' yT - P �W — J x 148 1 € _ Vie - ; 1 € il .�. s .. 'ice H u �.—. 3 U 0 . ...1 .1010 i Mi NIIIMPISTNIONOW OMNI aeu ...rn.rsr,,...wvsMIIIm LIMP _ _.._.._._..—...�.......__, 1 .ems ...... _ a L9 mwrm ... I- o II, ._ . , rIIMIACI4INMO.MON.IW ._ s� _, __.. = ..� ms-A ► ' sL_mot:-�_ w LA 4.1 ' :4-4-4.:::7.:.=.7"...:...."'=",.:17."=":::,7: ...... ff.,..,r41,,,,' ,,-- 1 1'fligi -:74:::w.,;."r 7.1.:l. E:' p• �;' CT ^ ! a V. .—_.._..........__�_. °�#t•�� use. WEE- ' J . � � Y_ _lr_a a—,— L NM{ T— _._ s ri s \ SHEET ,o of G RECORD OWNING NO rl g R ®= 'J j `==1.'r an,PROJECT J �,�W,A $NPPP NOTES CONSULTAMY SHEET _ _ PROJECT NO.235.27.CV.075 . ,".. 1)POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION SITE: 1r:9'w'- -ADHESIVES,PESTICIDES.DETERGENTS,PAINTS,FUELS,SOLVENTS.SEALANTS,FERTILIZERS OILS - �,,,.�„ :9.:n:� '";Y�;S. HEfl&tlDES,CLEANING SOUTONS,CdNCRE1E/CEMNi/PLASIER ;TJd7 �' , 11, Y�C? y{E' Tf(N _���`��� t w `�'A�wT3'ILiLL 2)STORM WATER OVAUTY MEASURE IMPLEMENTATION RELATIVE TO LAND DISNREING AGITATES: `/�'\'1 - - /1 7'ry1 • YY7Ph.TTiYNC� / �2.,T" �wH • ^�^TS'�a �-�•- 'YY+. �1�I" A)PRIOR TO CONSTRUC SILT FNCINO SHALL BE INSTALLED IN ALL LOCATORS SHOWN ON SITE ra,^ . ,^ — \$"„a 6 YAP THAT WILL NOT BE DISTURBED DURING THE IIll GRADING PROCESS.THE STABILIZED CONSTRUCTION $K __ \/ EXIT SHALL BE INSTALLED IN ACCORDANCE TIM THE PLANS AND SPECIFICATIONS. 1..,.......w. .W..... S'FCISTE C WQ CURB Inter.AY ••�,,•• EN NWNOLI•NNAN MAW �••�.�+� +�.....).e B)DURING COJSTRUCTOI: G•NL p o)IMMEDIATELY AFTER PAVING CONSTRUCTION IS COMPLETE.INLET PROTECTION TRAPS'HALL BE 00 DECEMBER202A I.1NOMMI/iMYYF MINTI101,RIMS MT. INSTALLED ON ALL NEWLY CONSTRUCTED INLETS. ++••• -- 0)TINN EXISTING SILT FENCING NEEDS TO BE REMOVED FOR CONSTRUCTION OR ACCESS T T-- PURPOSES.IT VALL BE REPLACED AS SOON AS POSSBLE AFTER CONSTRUCTION IN THE l XC,'�m �...��. VICINITY OF THE REMOVED FENCE IS COMPLETE. �.a S.- ROCEDURREEAS S SODI AOON AS S TURF ESTABLISHMENACTICABLE AFTER T AND MSTALLAT CF GRADING IS PLANET MATERIAL TILLBE -;;3.1:w,.£w • j W ( C)�PLLCONSTRUCTION:. R CONSTRUCTION ACTINCONTROLSEROSIONSEDIMENT ILL BE REMOVED.SCR DISTURBED BY �� JULa THE REMOVAL OF CONTROLS WALL BE STABILIZED. 2w"". „0,„,„,,„,„„''. NeL -°a ° 3)PERMANENT NC STORM WRIER ORCONTROLS:AFTER NE TON ACTNtt IS COMPLETE.AREAS NOT Si Hi ... BARME NAx •:./f ry.w.. C COVERED BY CONCRETE PAVEMENT Ot BY STRUCTURESSE MU,BE LANDSCAPED AND IRRIGATED.ONCE / ESTABLISHED,THIS VEGETATION MILL HELP PREVENT SEDIMENT RUNOFF IN THE NNRE STORM EVENTS. _ _ NEWLY GRADED AREA WILL BE TEXTURED TO REDUCE FLOW VELOCITY. w,.2` \ r= i +�`_ 5! a)MATERIAL HANDLING AND SPILL PREVENTION PUN: 27 I ,r , 'R r - . A)HAZARDOUS MATERIALS MILL BE STORED AND USED IN CONFORMANCE V.I.MANUFACTURER'S { NRER•S y� _.. •h RECOMMENDATION,AND IN ACCORDANCE MT1 STATE AND LOCAL LAWS AND REGULATIONS. irri.`T.'TC'Ww ^..... 1V8 B) ME FOLLOTING PROCEDURES WILL BE FOLLOWED FOR CONTAINMENT AND CLEAN-UP OF SPILLS: MINB CT _& SIRS A �'w®PAYSIMVTIM�11'1� ig n)ALL SPILLS TILL BE CLEANED UP AND PROPERLY REMOVED IN ACCORDANCE'MTH STATE m cm. 1. 1 REGULATIONS AND LOCAL ORDINANCES. N _ o.nmr,.w AO¢_ E)SYL AND SPILLED YAlER1AL5 TILL BE COLECTD UNTIL NO N98LE ENOENLE 6 9'IL1ED 6 L^ U LIS .Y.YL"$.A .'�;�.,F1XC"� _m ^ •-+ �' MATERIAL REMAINS (/) •� ~u•e .UNLP'�,"' ^��. �.^ ^ ^ o.. .,. c)THE TYPE OF MATERIAL MID QUANTITY OF RELEASE SHALL BE END nFIED.MID APPROPRIATE E _ _ _ G�^7'.ODA +•^+�yJ;y Via, PERSONAL PROTECTIVE EQUIPMENT(PPE)SHALL BE WORN AS RECOMMENDED BY THI:ItE (/) 72 i« r:w"�'�y.•• .C.�.' "�' •"�" • PROQUCT-SPECIFlC MSOS ti 3Z+9�d..If+:. 3.: :"""'�"�'�'^ "� w"'"" - <)SPILL CONTAINMENT MAY BE INCLUDE CONSTRUCTION O EARTH DIKES AROUND THE SPILL RI 0 C R'< .'^'.a'..'.F'.1.9i}ffi w 7:.� -•"'. E sn�- AREA DEPLOYMENT OF ABSORBENT MATERIALS,OR USE OF COO EROALLY AVAILABLE KITS. a �_ T�' '•,);...1..fA..w.-•Xy�,y�j!..^• ..,,"^,e,.„.....",.,.. "' _.a )CONTAMINATES SOL AND SPILLED MATERIAL TILL BE STORED IN APPROPRIATE AND PROPERLY (n y ',.,.s ^•.,M.^1i3:113.y.'G2^'^" .,w.„,.�.,...-..�..,..^„+,,.,...v f LABELED CONTAINERS,AND DISPOSED OF IN ACCORDANCE WITH STATE,LOCAL,AND FEDERAL RULES N .e.,.�..,_.... ,..w,...e....,m.......^.w._.. _�R AND REGULATIONS. Y III`(`( h c 5)GENERAL PERMIT MAINTENANCE REQUIREMENTS(FROM GENERAL PERMIT): a1i/�'X W A)ALL PROTECTIVE MEASURES IDENTIFIED IN THIS SNOOP MUST BE MAINTAINED IN EFFECTIVE OPERATING ))) L•LE I. erMmA OTDOPERATING EFFECTIVELY. IF.THROUGH ,TH NON THERPERMETEE SHALL PERFORMR MEANS.THE ITEE M MAINTENANS THAT EIMP'S CE NECESSARY TO 0 �® t i.m' MAINTAIN THE CONTINUED EFFECTIVENESS OF STORM WATER CONTROLS AND PRIOR TO THE NEXT C �•,. .,e- ��.'by.: =� • RAIN EVENT.IF FEASIBLE IF MAINTENANCE PRIOR TO THE NEXT ANTIOPATED STORM EVENT IS RI •^"' ^^^ _ v. • IMPRACTICABLE.THE REASON SHALL BE DOCUMENTD IN THE SRPPP AND MAINTENANCE MUST BE I I il 9 `' U AC SO AS PRACTICABLE. EROSION AND MOMENT CONTROLS r-' ,1" K� �\�•° ! wM =�Y^ I mZ THAT HAVE BEEN INTENTIONALLY DISABLED,RUN-OVER,REMOVED,OR OTHERWISE RENDERED t F I , L, _ u .,"HAµ I ... -,,. i Rom/ L^ INEFFECTIVE MUST BE REPLACED OR CORRECTED IMMEDIATELY UPON DISCOVERY. V d • 5'74 1 ' B)IF PERIODIC INSPECTIONS OR OTHER INFORMATION INDICATES A CONTROL HAS BEEN USED O I 'Y- Th T.JQ`. • 7'a.7--r- ^. L+ Z Y1I I INCORRECTLY,IS PERFORMING INADEQUATELY,OR IS DAMAGED,THEN THE OPERATOR MUST REPLACE , 'r^ • OR MODIFY TIRE CONTROL AS SOON AS PRACTICABLE AFTER MAKING THE DISCOVERY.•...=.ems V r .«.e.-.�Lq tie. • '^ F� -� C)9: MUST REMOVED FROM SEDIMENT AND SEDIMENTATION aFNXFr .rroA•suw V "%'+ y"' THE FEME THAT DESIGN CAPACITY HA EEN REDUCED BY E0%.FOR PERIMETER CONTROLS SUCH AS N .Lw� I _• ,�,+ SILT FENCES,BERMS.ETC.,THE TRAPPED SEDIMENT MUST BE REMOVED BEFORE IT REACHES Spt OF a a E. Epp N► _ �� MC� m THE ABOVE GROUND HEIGHT. M ,.. ,,,,^ •1 ..w 0)IF SEDIMENT ESCAPES ME STE,ACCUMULATIONS MUST BE REMOVED AT A FREQUENCY THAT 0. MINIMIZES OFF-SITE IMPACTS AND PRIOR i0 TIRE NEXT RAN EVENT.IF FEASBILL IF THE PERMITEE S Y...- - - A DOES NOT OM THE OFFSTE CONVEYANCE.THEN THE PERMITEE MUST WORK MN THE OWMER OR a 0 / - Y .�.,� — S OPERATOR OF ME PROPERTY TO REMOVE THE SEDIMENT. v • =' 'T 1 Y 8)ER090N AND SEGMENT CONTROS .4 J E {r t . ''{CitI A)THE...YANG NON-STRUCTURAL EROSION AND SEDIMENT CONTROLS WILL BE UTILIZED ON THE • H� —Lf 211 333 PROJECT 91E AiW IL ^'�'m"rR 9.r'1 C.n. e'2 a)NNERE PRACTICAL CARE TILL BE TAKEN TO PROTECT NATURAL VEGETATION THAT DOES NOT eew .,w [ F NEED TO BE REMOVED FOR CONSTRUCTION PURPOSES. 0 O �» WF AM'RIM yZtc u Vp e)PLACNENT OF CONCRETE PARKING AND DRIVEWAY AREAS TILL BE PERFORMED AS SOON AS �s e POSSIBLE AFTER SUB-GRADE STABILIZACO.TO MINIMIZE THE AMOUNT O TIME DISPOSED SOL ISQ nwr rA AAeu AAWNe Ir1� naTTAvsc CMCWfIlcW.XIN556�.v.o.,,.^ YSdL�• Ya�w�... NNeIIHwA[ANZN9R•WpCWm[ EXPOSED TO THE ELEMENTS. THIS PRACTICE TILL REDUCE THE FREQUENCY THAT MAINTENANCE IS O r_ mmo�w - REQUIRED ON THE STRUCTURAL BMP•S.• J niliacam Naga. pm Ng ea.'eta reu ^.•• ^= c)TIE GENERAL PERMIT REQUIRES THAT EROSION AND STABIUZ ACTION MEASURES MUST BE INITIATED q F'N •F r' TIMIN 1A DAYS IN PORTS R OF THE S1E TIHERE CONSTRUCT C ACTNtt ERAS CEASED.IF CONSTRUCnON NN U F F Apy�, w ^_w �TY'Y•"`a.a-.2 a ACTNtt IS SCHEDULED TO RESUME TIMIN 21 DAYS FRdN ME CESSATION OF CONSTRUCTION ACTNIY. (P t j ®.II...--.mow .e_ . '. , RLl'�,^^.+'�.�:7�' g} EROSION AND STABILIZATION MEASURES ARE NOT REQUIRED FOR MAT PORnON OF THE SITE S E ... p IF."Y �.. "^'�'"""" ;e 4y MATERIAL SHOULD OULD BE UZATION PROCEDURES COMMENCED AS SOON ASRPRACTCABLEF M AFTER ENT NSIE GRADIND G IS PLANT t^ "4 }� G'�1... ww , I,. Eri�.^"� �� COMPLETE AND FINAL. Zi >�.ay,g 7I ��-�- q.�?yam ' '•� B) THE FOLLOWING STRUCTURAL EROSION AND SEDIMENT CONTROLS TILL BE UTILIZED ON ME PROJECT O �. _ r ..."L'. ,.tY.�� . '"'p:Xd,' '�.YXw '�.:.',. '.,....^ Eg SUE: V l�l �s� a.�u.'a 'i •"• i •`�'""`�``^'""' Gs C®+ 2 c)A STABILIZED CONSTRUCTION EMIT WILL BE INSTALLED AT ME LOCATION THERE CONSMUCTON G ,. o+T•Ae�^ m�••^� - S TRAFFIC EXITS ME PROJECT STE H„NLET PROTECTION TRAPS WILL BE INSTALLED AT ALL INLETS IMMEDIATELY AFTER CONCRETE _ ••.".• ,a,•• •�•^•+...��. w�"'^• • M PAVEMENT IS PLACED O _.' O: c)SLT FENONG(FILTER FABRIC FENCE OR REINFORCED FILTER FABRIC FENCE)'ALL BE INSTALLED • IS`,S'^'� 1-fm== ALONG THE PROPERTY BOUNDARY MID ADJACENT TO EXISTING DITCHES,BAYOUS.STREAMS, yp$ O —1 0 RIVERS.AND/OR CHANNELS. E SHEET 11 of 11 1 nnACR ..n. MI/MVAO AWIIYs• ..., COIMIX O .r^.,vww... 1 mil B)ANY SEDIMENT THAT ENTERS THE STORM SEWER SYSTEM TILL BE REMOVED IMMEDIATELY(NOT .T ON I RUSHED), - RECORD OMIBMG ND.. )SINCE ALL PROPOSED INLETS DRAIN LESS THAN 10-ACRES,SEDIMENT BASINS ARE NOT ( • g REQUIRED FOR THIS SITE. OTIHERE PRACTICAL,CARE WILL BE TAKEN TO PROTECT NATURAL VEGETATION MAT DOES NOT I®NB14N(M•4EHMAL' NEED TO BE REMOVED FOR CONSTRUCTION PURPOSES. j ... ...^^ �.�::.^.".. / w COY PROJECT I ISIZIOSIMLIvATONSEARem..wa NOMONSMASIMILIAMBROT . PSTIR.. go ",r,r.7:,„c.,:.-1 A \ — f ,,�- «.D.M. I � • �' STORM SEWER SYSTEM SIZINGNOTE. (m wm nA DAD, N ti .I z�s — L// r , t:.�1 ,�u"'�v 1511 COWAN WE 10o-n.RAINFALL EVENT vv..SOL'S',SOS PAVNENT K R - 1—Ir iY 'oBdd�fA I SIM r-,2.MK • ..o.e_�Imo� IF .o. D..AD ,.r a.,r D,rn,a AGED.nrs DD W,r,D. MR ; •„"'c`' '.` 1, lay n ,/ m 1 B+'1 * GRAPHIC SCALE rtuI ..D:wrrr µMso.40 N Aari l'Z" I Bc' 1 // _J S ®IMIkf LEGEND 81 r i G 1 Mil aF ,DD-. Nun C i l T—i , - .r'S. g, r ,:i I Oro.MANAGE M.LOC o..Y ,~ ' �. % -:it I 1 .. II \0 I �I�1 n I �► COMM Dr,.,[DRAM..a[MEGA. Illiggg Ej • I1 a II ��. - I .� \II — II F \ �It[q -- . 1 l__ __ ®•_ • moo..OMS,swum reran c.E ` • i TO O.AOT - •'.� w.LL.. w.'SOT MO y� r PROP Se El MSS Irma r n." EX.I1 EX VAICR MO - ,Y WE a, ,azA s : my,a,rir I SANITARY N ITSE • m w I e e .q I 'I[J 1 - I , i [ CONTOUR G( V VERTICAL I • ; I $ gS•i l a a l.� ��ILi..y �1'�L\ . . . ... . . _ p 3s � J a , GENERAL NOTES ' ` • , GN.LIORm SEAM MOTES s¢,M, M PAY MATERIAL i • - i L Al lErree / _ . • Q^ To :41n '"'" GEmMMD a (. — — NI" IF s cGEuxs ` -- o. lAa —I :. I q,P a w �_ W \l, ,-1 , 1., .._T —11 1v 1 mss.,1° l.fi \ 'T `v j f� a // r•' , ` Na. A� mm;,�° / �i'' > ' '_ 1 'Al aN,Dw N=»EE,a.D rM rN.L,D.a MA,E E,TN.,.,s STA FOR MIRE UN I "a"'l>� �I IL ly,J _ � L v� —• �, ., FL — — — — /`° 'I G IMPERVIOUS COVER CALCULATIONS: Ri AI l� 1%%/ \Q— & — '. .°e�kp��_,`9_-mod 0 ® '\�,0 I-\ 1 ►s ,mu MM.MI MG MO AC `� !l (. Ott I::',.1 E>s Sll \�` _dill 5 i .Maw.Dw ',1'(‘, I' — Sn``q\ —u.x B�`Y/� ,vile , -oww,.aurrw,w tm/®LOOM ntm m .o.,c, 136 SO /',,1,_ I\\i® MP I '� r or 1N YI"�V1� O�! ,r n,ss \� �����1l / i/`�0,i\� ♦/ TOTAL PROPOSED M.Ea A,..,D.So r,I,M(K>>,..n Icy '�(_ •11 m • s"' J i% � {4..' MAY ASEmO.Oc LDT/SIOMALM M.SD MO,AG, [iy O tn f� -i ®d , _rt- . ` ,.�i.+' I - SOr,roM.w.O a hWy" NI. .. --- • �.. '"TL NOTICE: an i! d BY OTHERS Nl urEQ LNESNLx s, Is -` ..... rat evm uxL.to MEO.•PLEASE REMO.PLANS n,,,m: 'S:T on x .',+„ wwc N>nDwN sMNa na Nc ;Ziggla s aOAwN aw.S.R,lau °:axis AnD �-.-. xw cNDxc,r ,ur za:M.. Lx,.EnE UUPM oD.Nc SS s.cwa.nM s.D a� G E. •T- consmucrou.rn„DLs,ND q S RATOGA BLwII=R sDLLLr.LwoxvDLL rM D,u.0,D Es s,ua r.c L,Ls Vl W Pi m C7 CQ�j ___ __.......__.. • STAIEtLY cov)�] �E`-- W 2,�j (Awwn CJ a eeeQ�y' SCOPE 01,WORK NOTICF: *Tcavoe 1,+' y La 0 conxrcnrws aLn n.u.s.,nLxE.xr.nn DDADiuc mwos[D iu c,.xs ■�nw�. `baba 4,EET Callwae►IeeN C2.0 EXHIBIT 3 R3-12/13/24 ENDEAVOR CONSTRUCTION SOLUTIONS Chipotle Shell and Civil 6226 Sarattoga Blvd Corpus Christi, TX Endeavor Construction Solutions would like to thank you for the opportunity in providing you pricing for the Chipotle Shell and Civil project. We have broken out pricing between the Shell and Civil Public and Private projects,please see below. Endeavor Construction Solutions proposes the following: Construction of Chipotle Shell Building, Private and Public Civil work. Lump sum: $2,224,913(Shell,Public&Private Civil work) Public Civil Work $573,520 Private Civil Work: $640,626 If all projects are accepted simultaniously,deduct$101,500 from lump sum. Please let us know if you have any questions or require further explanation to any of the above information. Sincerely, Nick Pavlovits Estimator/Endeavor Construction 16225 Park Ten Pl Suite 425, Houston,TX 77084 www.endcons.com ! 1 ENDEAVOR CONSTRUCTION SOLUTIONS Exclusions and Clarifications 1.We have included a full time superintendent for the duration of the project and have estimated substantial completion of approximately 21 Weeks.,6 weeks for the Civil portion,3.5 months for the shell buildout. 2.We have excluded the cost of a building permit,any cost associated with this shall be purchased or reimbursed by the owner. 3. Our proposal does not include cost associated with material testing services,however,we will coordinate as necessary. 4. Our proposal is predicated on reaching a mutually agreeable terms to the contract language 5.All tap and impact fees are not included in this pricing. 6. We have not included any signage both interior and exterior and assume these shall be owner furnished,owner installed. 7.Cost of Payment and Performance bond are not included in our proposal,however,can be provided at additional cost if requested. 8. We have excluded any fire sprinkler and fire line. There is no scope shown on current drawings. 9.Demolition is excluded 10.FF&E is excluded from this proposal 11.Exterior railing is excluded from this proposal 12.Traffic control is excluded from this proposal,GC assumes we can access ROW from property side. 16225 Park Ten Pl Suite 425, Houston,TX 77084 www.endcons.com ((f.. . / NDEAVOR NSTROCTION SOLUTIONS PUBLIC Civil Site Work Description Total Cost %of Cost Notes Division 01 -General Conditions $ 42,182 7.35% Division 02-Site Improvements $ 531,338 92.65% Includes earthwork,site utilities Public Civil Total: $ 573,520 PRIVATE Civil Site Work Description Total Cost %of Cost Notes Division 01 -General Conditions $ 81,542 12.73% Division 02-Site Improvement $ 248,280 38.76% Includes earthwork,site utilities Division 03-Concrete $ 310,804 48.52% Paving of all new fire lanes Private Civil Total: $ 640,626 Chipotle Shell Description Total Cost %of Cost Notes Division 01 -General Conditions $ 93,176 9.22% Includes supervision, dumpsters,etc. Division 02-Site Improvement $ 159,850 15.81% Includes earthwork,site utilities Division 03-Concrete $ 233,988 23.15% Division 04-Masonry $ 8,832 0.87% Division 05-Metals $ 17,000 1.68% Division 06-Carpentry $ 95,640 9.46% Division 07-Moisture Protection $ 69,154 6.84% Includes roofing Division 08-Doors and Windows $ 41,400 4.10% Division 09-Finishes $ 59,850 5.92% Division 10-Specialties $ 6,300 0.62% Division 22-Plumbing $ 54,620 5.40% Division 23-IIVAC $ - 0.00% All RTUs/HVAC marked as future Division 26-Electrical $ 92,900 9.19% Fee $ 78,057 5.00% Shell Total S 1,010,767 Price/SF 2600 S 389 /SF Total S 2,224,913 EXHIBIT 4 /�eUSc . ,•,- m DISCLOSURE OF INTERESTS 517352 Development Services Department 2406 Leopard St.Corpus Christi,TX 78408 I Phone:361.826.3240 I platapplication@cctexas.com 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: TKRE Saratoga, LLC STREET: 3003 W Alabama St CITY: Houston ZIP: 77098 FIRM is: ❑ Corporation ❑■ Partnership ❑ Sole Owner ❑Association ❑ 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) None 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 None 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 None 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 None CERTIFICATE (To Be Notarized) 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: JJ McDermott Title: Manager (Print) Signature of Certifying Person: 94/vh Date: 01/14/2025 Land Development Division I Form No.4011 Revised 6/13/19 I Page 1 of 2 Opp u S GcyR� DEFINITIONS 1852 Development Services Department 2406 Leopard St.Corpus Christi,TX 78408 I Phone:361.826.3240 I platapplication@cctexas.com a. "Board Member". A member of any board, commission or committee appointed by the City Council of the City of Corpus Christi, Texas. b. "Employee". Any person employed by the City of Corpus Christi, Texas, either on a full or part time basis, but not as an independent contractor. c. "Firm". Any entity operated for economic gain, whether professional, industrial or commercial and whether established to produce or deal with a product or service, including but not limited to, entities operated in the form of sole proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust and entities which, for purposes of taxation, are treated as non-profit organizations. d. "Official". The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers, Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas. e. "Ownership Interest". Legal or equitable interest, whether actually or constructively held, in a firm, including when such interest is held through an agent, trust, estate or holding entity. "Constructively held" refers to holding or control established through voting trusts, proxies or special terms of venture or partnership agreements. f. "Consultant". Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation. Land Development Division I Form No.4011 Revised 6/13/19 I Page 2 of 2 '(EOF TF Kara Sands ; 0 Nueces County Clerk 901 Leopard St #201 'l�mac►.., J r of 14 Corpus Christi, TX 78401 Main: (361)888-0580 Receipt: 20250203000063 Date: 02/03/2025 Time: 11:07AM By: Regina C Station: CLERK01 Status: ORIGINAL COPY Balance After Finalization: $8,480.00 Seq Item Document Description Number Number Of Amount Serial Number 1 Official Public Records AGRMT 2025003625 33 $144.00 Order Total (1) $144.00 Seq Payment Method Transaction Id Comment Total 1 Company Account 361-826-3441 $144.00 Total Payments (1) $144.00 Change Due $0.00 DEVELOPMENT SERVICES CITY OF CC 2406 LEOPARD STREET CORPUS CHRISTI, TX 78408 For more information about the County Clerk's office and to search property records online, please visit htto://www.nuecesco.com/county-services/county-clerk 1 of 1 Nueces County Kara Sands Nueces County Clerk *VG-50-2025-2025003625* Instrument Number: 2025003625 Official Public Records AGREEMENT Recorded On: February 03, 2025 11:07 AM Number of Pages: 33 " Examined and Charged as Follows: " Total Recording: $144.00 "N.%%% STATE OF TEXAS Go0N1Y Co(4 ,h Nueces County * ,+, i,,.ii� I hereby certify that this Instrument was filed in the File Number sequence on the date/time c, j - ti printed hereon,and was duly recorded in the Official Records of Nueces County,Texas i' r/\a Qi /,I'� Kara Sands y'h°�uE��'�~�' Nueces County Clerk '49`)‘43—• , 41A`a/)4-) .NU. Nueces County, TX ***********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: 2025003625 DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20250203000063 2406 LEOPARD STREET Recorded Date/Time: February 03, 2025 11:07 AM User: Regina C CORPUS CHRISTI TX 78408 Station: CLERK01