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HomeMy WebLinkAboutC2025-139 - 8/12/2025 - 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 Coastal King, LTD ("Developer"), a Texas Limited Partnership in order to defer the completion of certain required public improvements prior to recording the final plat of FLOUR BLUFF ESTATES (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 $14,787.41, 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. Fihancial Security Modification. In accordance with Section 8.1.10.E 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 EXECUTED IN ONE ORIGINAL this .a i day of 4U,c}—, 2025. CITY OF CORPUS CHRISTI P. O. Box 9277 Corpus Christi, TX 78469-9277 (361) 826-3240 Office (361) 8 :-44.8 Fax Michael dice, Director of Development Services THE STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on ( a , 2025, by Michael Dice, Director of Development Service for th ity of Corpus Christi, Texas. N ry Public's Signature Approved to Legal Form: '- —iz—Z> daSiexas , '""• Comm.Expires 2026 Buck Brice Notary ID 133621810 Deputy City Attorney Standard Form Deferment Agreement 10/27/2021 BB Page 8 of 9 DEVELOPER Coastal King, LTD 4123 South Staples Corpus Christi, Texas 78411 Ro ert G. Hart, Ill, P sident THE STATE OrTL-7.)c sA S § COUNTY OF N U t GC 3 § This instrument was acknowledged before me on 11 o? , 2025, by Robert Hart, President for the Coastal King, LTD. • try bli 's gna r �►���u� JENNMEN NotaryID#13191IFERJI18EZ68 ��,7/��I: My Commission Expires 'rtIttf* June 30, 2027 Standard Form Deferment Agreement 10/27/2021 BB Page 9 of 9 EXHIBIT 1 Plat of v Lakeside STATE OF TEXAS COUNTY OF NUECES Flour BluffEstates Judie g � KPH INVESTMENTS,LLC.A TEXAS UNITED UABIUTY HEREBY CERTIFIES THAT IT IS THE OWNER eT' a Minor HADTMSAID LANDS LANDS DSURVEYED AND SUBDIVIDED BOUNDARIES AS SHOWN; THAT FOREGOING STREETS; THAT IT HAS SHOWN ARE Block E,Lots 5R and 15R FOpO G�3 Linnet Melody E o a Y DEDICATED TO NE PUBLIC USE FOREVER; THAT EASEMENTS AS SHOWN ARE DEDICATED TO C _ l THE PUBUC USE FOR THE INSTALLATION, OPERATION AND USE OF PUBUC UTILITIES; AND RE—PLAT OF 1.758 ACRES, COMPRISED OF THE ; '--4 Site a J THAT THIS MAP WAS MADE FOR THE PURPOSE OF DESCRIPTION AND DEDICATION. SOUTHWEST 20' OF LOT 4, ALL OF LOT 5, THE l I THIS THE_DAY OF 20— NORTHEAST 130' OF LOTS 9 THROUGH 15, AND THE SOUTH 70' OF LOT 18. BLOCK E. FLOUR BLUFF s `` South PQdre1Island D-ive ESTATES, A MAP RECORDED IN VOLUME 8, PAGES Pa k R ad 2 1-2 MAP RECORDS OF NUECES COUNTY, TEXAS. I, e BY: HEMANT BHAKTA,MEMBER c c C7 2 ; LEGEND: a ,' BY: County of Nueces o lin KEVIN J.BHAKTA,MEMBER PLAT BOUNDARY )1( FOUND MAG NAIL FOUND WITH WASHER City of Corpus Christi Location Mop: N.T.S. STAMPED'URBAN ENGR C.C.TX' ——— ROAD CENTERLINE BY: • FOUND 5/B INCH I.R.FOUND PRAMIT J.BHAKTA,MEMBER ADJACENT LOT LINE •'..'OFC 5/8 INCH I.R.WITH A PLASTIC Urban DCCM STATETEXAS YARD REQUIREMENT CAP AP S STAMPED'RPLS 1907'FOUND COUNTY OF NUECES EASEMENT • FOUND 5/8 INCH I.R.WITH A PLASTIC BEFORE ME, THE UNDERSIGNED AUTHORITY. ON THIS DAY PERSONALLY APPEARED HEMANT Y.R. YARD REQUIREMENT CAP STAMPED'FRONTIER 10082900' BHAKTA,PROVEN TO ME TO BE NE PERSON WHOSE SIGNATURE HE MADE ON THE FOREGOINGTOPEL5 GM NUMBERS ENGINEERING 11S I SURVEMNG I0032100 INSTRUMENT OF WRITING,AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR S FOUND TXDOT MONUMENT 2725 SWANTNER OR,CORPUS almsn,TX 70404 THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED. GIVEN UNDER MY HAND AND B.L. BUILDING LINE PHONE 3E1.854.3101 WWW.URBANENG.COM SEAL OF OFFICE.THIS DAY OF 2025. U.E. UTILITY EASEMENT VOL VOLUME NOTARY PUBUC IN AND FOR THE STATE OF TEXAS PG. PAGE M.R.N.C.T. MAP RECORDS OF NUECES : COUNTY,TEXAS D.R.N.c.T. DEED RECORDS OF NUECES 1. THE ENTIRE PROPERLY UES WITHIN THE CITY UNITS OF THE CITY OF CORPUS CHRISTI. STATE OF TEXAS COUNTY,TEXAS COUNTY OF NUECES 2. PROPERTY IS ZONED CC-1 (GENERAL COMMERCIAL). BEFORE ME THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED KENN J. 3. TOTAL PLATTED AREA IS 1.758 ACRES OF LAND INCLUDING ANY DEDICATION. BHAKTA,PROVEN TO ME TO BE THE PERSON WHOSE SIGNATURE HE MADE ON THE FOREGOING INSTRUMENT OF WRITING.AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED. GIVEN UNDER MY HAND AND STATE OF TEXAS 4. THE YARD REQUIREMENT. AS DEPICTED ON THE PLAT. IS A REQUIREMENT OF THE UNIFIED SEAL OF OFFICE THIS DAY OF 2025. COUNTY OF NUECES DEVELOPMENT CODE(UDC)AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. THIS PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED BY THE DEVELOPMENT 5. SET 5/B INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'URBAN DCCM' AT ALL LOT SERVICES ENGINEER OF THE CITY OF CORPUS CHRISTI, TEXAS. THIS DAY OF CORNERS, UNLESS OTHERWISE NOTED. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS 2025. 6. BEARINGS SHOWN HEREON ARE GRID BEARINGS AND REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM SOUTH ZONE 4205,AND ARE BASED ON THE NORTH AMERICAN DATUM OF BRA A.WHITMIRE, P.E.,CFM,CPA 1983 (MAD 83) (2011) EPOCH 2O10.00. DISTANCES SHOWN ARE GROUND DISTANCES. DEVELOPMENT SERVICES ENGINEER STATE OF TEXAS 7. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE LAGUNA COUNTY OF NUECES MADRE THE TCEO HAS CLASSIFIED THE AQUATIC UFE USE FOR LACUNA MADRE AS STATE OF TEXAS 'EXCEPTIONAL' AND 'OYSTER WATERS'. TCEO ALSO CATEGORIZED THE LAGUNA MADRE AS BEFORE ME. THE TO ESTO AUTHORITY, THISDAY PERSONALLY APPEARED PREGOI J. COUNTY OF NUECES BHAKTA,PROVEN TO ME TO BE THE PERSON WHOSE SIGNATURE HE MADE ON THE FOREGOING 'CONTACT RECREATION'USE INSTRUMENT OF WRITING,AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THIS PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED BY THE PLANNING THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED. GIVEN UNDER MY HAND AND COMMISSION ON BEHALF OF THE CITY OF CORPUS CHRISTI.TEXAS. THIS _ DAY OF 8. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS CURRENTLY IN ZONE 'X' OF THE FLOOD SEAL OF OFFICE.THIS DAY OF 2025. 2025. INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NUMBER 48355C0545G, NUECES COUNTY. TEXAS, WHICH BEARS AN EFFECTIVE DATE OF OCTOBER 13, 2022 AND IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA. THE FIRM PANEL 48355C0545G IS BASED ON THE NORTH NOTARY PUBUC IN AND FOR THE STATE OF TEXAS AMERICAN VERTICAL DATUM OF 1988 (NAVD88). MICHAEL DICE MICHAEL YORK 9. NO INCREASE IN STORMWATER DISCHARGE TO THE STATE RIGHT—OF—WAY WILL BE ACCEPTED DIRECTOR CHAIRMAN BY TxDOT. 10.TxDOT PERMITS WILL BE ISSUED IN ACCORDANCE WITH ACCESS MANAGEMENT STANDARDS AND STATE OF TEXAS ALL APPLICABLE STATE AND FEDERAL LAWS. INCLUDING RELEVANT RULES AND REGULATIONS COUNTY OF NUECES CONSIDERATIONS WILL INCLUDE ACCESS CONNECTION SPACING. MATERIALS. GEOMETRICS. STATE OF TEXASACCESSIBILITY. AND OTHER DESIGN SPECIFICATIONS. AS WELL AS THE IMPACT ON DRAINAGE COUNTY OF NUECES I,SAUL V.CASTILLO,A REGISTERED PROFESSIONAL LAND SURVEYOR FOR URBANIDCCU.HAVE AND HYDRAULICS. UTILITY LOCATION OR RELOCATION, AND ENVIRONMENTAL EFFECTS RESULTING I. KARA SANDS, CLERK OF THE COUNTY COURT IN AND FOR NUECES COUNTY. TEXAS PREPARED TIE FOREGOING MAP FROM A SURVEY MADE ON THE GROUND UNDER MY FROM THE REQUESTED CONSTRUCTION OF AN ACCESS CONNECTION (43 TEX. ADMIN CODE If HEREBY CERTIFY THAT THE FOREGOING MAP DATED THE DAY OF DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. INFORMATION AND 11.52.2020). 2025,WITH ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE THIS BEUEF; I HAVE BEEN ENGAGED UNDER CONTRACT TO SET ALL LOT AND BLOCK CORNERS AS DAY OF 2025. AT O'CLOCK JM., AND DULY SHOWN HEREON AND TO COMPLETE SUCH OPERATIONS WITH DUE AND REASONABLE DILIGENCE 11. DRAINAGE IMPROVEMENTS MUST ACCOMODATE RUNOFF FROM THE UPSTREAM DRAINAGE AREA IN CONSISTENT WITH SOUND PROFESSIONAL PRACTICE. RECORDED IN VOLUME PAGE(S) MAP RECORDS OF NUECES COUNTY. ITS ANTICIPATED MAXIMUM 'BUILD—OUT' OF 'FULLY DEVELOPED' CONDITION AND SHOULD BE TEXAS. WITNESS MY HAND AND SEAL OF SAID COURT AT OFFICE IN CORPUS CHRISTI,TEXAS. DESIGNED TO PREVENT OVERLOADING THE CAPACITY OF THE DOWNSTREAM DRAINAGE SYSTEM. THIS THE_DAY 2025. THIS DAY OF 2025 12.IF THE OWNER RESPONSIBLE FOR MAINTAINING THE PERMANENT STORMWATER OR WATER DOCUMENT NQ QUALITY CONTROL FAILS TO MAINTAIN IT TO TxDOT ROW STANDARDS, THE OWNER MUST RECTIFY THE ISSUE. 13.SHARED ACCESS ACROSS LOTS 5R AND 15R SHALL NOT BE OBSTRUCTED. KARA SANDS COUNTY CLERK DEPUTY Revised: 7/11/2025 Submitted: 5/21/2025 SCALE: None SAUL V.cnsnuo JOB NO.: 0000070241 SHEET: 1 of 2 R.P.LS.LICENSE NO.6192 DRAWN BY: XC uwrroOnvedcCR.cam / , / 4''P' 'W S•.y PLAT BOUNDARY / °r RM 2�`1 — ROAD CENTERLINE / ADJACENT LOT UNE / "'b r'bib / / \ YARD REQUIREMENT / % 9Ce / / R h.°2 / /w� EASEMENT ,g. yo t/V,• f / //4r Y.R. YARD REQUIREMENT "•77''' / /v B.L BUILDING UNE °NI!xi. / /•dt• 'c U.E. UTIUTY EASEMENT / 4%,y '18 7 4/ /a p_ly j9�ti°q. ../' //, \ VOL VOLUME /a nq '9,°r' ,.?4 QB•/ /eY \ PG. PAGE ' e• C4„,j / / M.R.N.C.T. MAP RECORDS OF NUECES /�9 QV 1. 44,, k r' / COUNTY.TEXAS C3. �1-. ' 44:4°Y; a,/ / \ D.R.N.C.T. DEED RECORDS OF NUECES / 09 .A ,1L"' " %M'k4M� 4' / /+ O ,i / ., \ OQry / 4. v92 „+ \ X FOUND MAD NAIL FOUND WITH WASHER STAMPED / :l 4, , ht r� / abe 41 1k 441by(E�r; • 'URBAN ENGR C.C.TX' 2 4.4r0.'� �� a• / / R•R'w��J FOUND 5/8 INCH I.R.FOUND / 7 \ ��JL �''�s°�8 ' . '. /•- ~•26,. • FOUND 5/8 INCH I.R.WITH A PLASTIC CAP STAMPED d �, <F yb oy /� 5..'','4''o4% 'RPLS 1907'FOUND ilk.. \? /•Yad \„a ' FOUND 5/e INCH I.R.WITH A PLASTIC CAP STAMPED /` b \RR �. /4r4� 'FRONTIER 10052900. / I. / e/ ,fit/ Y� rJ \/ // .,'• _ - • . \ 18 FOUND 7XOOT MONUMENT je',jail' 7f'4�,� 2 yR s' J 4./.9" \ 1Cb /- ° / lia aragd ) 1 V 7 \ 15 / Saa o y cVs a e.M 47 \k 1 1 Sr/ .\, ,..., \ 7 �`\�\\\ iPIT, OI ., : 4.,, 6,..-A ., ., , I\ `\ 1. 1 Ats \ \ sTo �\ li�rkoapP � ''�� /.\ Plat of / F, RO0as/O,,p' '-. � �y =�, " I Flour Bluff Estates 22 ��'�e >.;4, � I Block E,Lots SR and 15R . I RE-PLAT OF 1.756 ACRES, COMPRISED OF THE �i \` I SOUTHWEST 20' OF LOT 4, ALL OF LOT 5, THE NORTHEAST 130' OF LOTS 9 THROUGH 15. AND THE \ �,-\ t SOUTH 70' OF LOT 16, BLOCK E, FLOUR BLUFF et. ESTATES, A MAP RECORDED IN VOLUME 8. PAGES ,, 1-2 MAP RECORDS OF NUECES COUNTY, TEXAS. \\ I \\ I Urban 1 �.���V Revised: 7/11/2025 .rm Submitted: 5/21/2025 \f\ I SCALE: :'040 JOB NO.: 0000070241 I TOPES MIA NUMBERS ENGINEERING 14S I SURVEYING 10032400 SHEET: 2 of 2 2715 SWN,ONER OR,CORPUS CHRISµ,10 78404 DRAWN BY: XG PHONE 38 34.1.83 01 WWw.URe ENG.COM uwrnyingedccm.cwn EXHIBIT 2 .J sill . FINAL ENGINEERING PLANS ¢ FOR - FLOUR BLUFF, TX !,, viknely ® AT 10414-10438 SOUTH PADRE ISLAND CITY OF CORPUS CHRISTI ''' ' NUECES COUNTY,TEXAS Prepared For INDEX .. LEGEND LOCATION MAP 1 ,• CIVIL ENGINEERING PLANS zR,VI.Kss e EXISTING C-i COVER SHEET C-2 GEOMETRIC PLAN X X ` ' A •A.0 found WO a�ie� �� J 10 t C"'ale/'4 • 1.srx DM ee Tr g L.e • C-3 GRADING PLAN X � \ , -.-Fw ei1nftr ��qry,MIR,lino J y =y C-3.1 DRAINAGE AREA EXHIBIT y f-r • Ay.r X m>°ti oft•.n R.ww .• c�~�9y i Vac C-4 UTILITY PLAN X X ��, • ", e" .i ..: �.'.. roo1• 1Rs.00 ww� —_ -y,•••• w� _Y 9 5 r Lbw C-5 SOIL EROSION CONTROL PLAN X •• ,..,�" .,• e/...a�R.w•.Nra..n ae....r u• S y U LL U C-B SOIL EROSION CONTROL DETAILS AND SPECS X '� .a'•i°'r.ax>a 10° -la I 1 '.i.+. R• • C-7 PROJECT DETAILS X f , f e ..........1. �°d O o g C-8 PROJECT DETAILS X X - ° Z,♦• m LW. C-9 PROJECT SPECIFICATIONS X �•X.•. SUPPORTING DOCUMENTS ,;";KKg, , \ a mNo* rreoar ..> 1 of 1 TXDOT TRAFFIC CONTROL PLAN TCP(2-8)-12 X \ -WV~ } 1 of 1 TOPOGRAPHIC SURVEY .q \ •/ • A rr..ww L-1 LANDSCAPE PLAN X '8 - •4d L-2 LANDSCAPE DETAILS X -`�/ '\ DA �y PROPOSED 1 of 1 PHOTOMETRIC PLAN ou-er ,.,sn d ,\ .8.., , PnpareE By EM NM rellT UOIT Pal10.400_Veer v0 MY!MAIM „.K ao .W� a ti C7 BENCHMARK ®f•,aNETWI.RIM ■ •REFERENCE BENCHMARK �/CO ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF �I ,,,_. 1988(NAVDBB),GEOID 12A. Know what's Below. SITE BENCHMARK Call before you dig. „A1,.,,.,v, 1. SET NAG NAIL WITH WASHER STAMPED"URBAN ENGR.CCTX.ALONG WALDRON RD. %4r� Dawn,op AA., a 11ELEVATiON-11.74' PART n82 CHISLED SQUARE WITH PUNCH HOLE ON INLET ELEVATION-11.74' / CAee r _ 4 0:, ro WE k.0613•4Aw q m�.. 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'',.. , ^\ ' 11D.f COSTING G(100 YEAR)-(n15XENx1.1R)-1.12 CPS ELEVATOR ARE REFERENCED TO THE NORTH g x'/,TO/IW/SLqr �. '�6 RLe AMERICM VERTICAL DATUM OF IOW(NAVDee).GEOID 12A. E E.RIa Ta / TOTEM RN1 WnaDSEn m1.,IOIE4 TR/IRL11•PR / iF I �.... TIRALRwNI e13R TOTAL DRANAGE AREA-1.13 ACRES =•'•TEu'Wvr y,. PROPOSED IMPERVIOUS AREA.aN ACRES(TIN AC.ROOFS,an m.aa r nrt NH ASPHALT) 1. SET MAC NAIL NM WASHER STAMPED'URBAN DER ALti+ [or PROPOSED PERVIOUS AREA-aM ACM(LAIRD CEO.ALOE WAIDRON RD. S `�• PROPOSED C-((aRYn1R)a(a50.O.Tt)+(n14•aL5))/1.15-aN ELEVATION-111J' QQ \`'.i �- tw9E I 4y�• PRpppgD PRCPOSED 0 T(lO WE cw B�(o.55 .75X1.11D SIN VS x ELEN»0001E wM PUNCH IIaE EN NOT. i9d1' 9•.lz i. •• E v sT'�•ilw" PROPOSED 0(zs YEN)-(aSSXE1Exl.IS) 7.01 OM ELEVATON-11.19• , RN N jy '•' „Ns y:(� 1 � LE `` PROPOSED a 100 TEAR)-(aS0Xll.5XI.11)©ER,aO �� 4_- J7I sIT \ \Ob sue. •• .'• N •ERN.1RM a PROVIDED ON SSTE FOR ME 1Do-TEAR STORM EVENT.°MENG A 01 UNLESS onERSISE SPECIFIED.TOP?Ni®(TIC)MDIbR PTEPtWO For f^p1.WO WALx ER F» �.• .; f- \� 41411441/4 NLA '\"`:T 'e' DETENTION MOWED-moo aF.OR 015 AC-R(SEE ccorna1 BMW MUNE TIE APq A11 Q1Ap6 HAS BEN DETERMED SURVEY.ASID)E�MCIOR 6 SP: Or<°r r CA�IAATIoIIR TN 51EFn • 10 ERIFY ESE CRAMS PRIOR TO COMMUCT N DE Mr 15 Tam THE PROOMITY OF nESE NTENPOLAiED GFA[E$MO ED"' T1EM ro TIE OSOI iwo, • SIO if1NSTALLA1gN(P�PROPOSmIYFT°rE1013.60C4W\ •\ .. ENGINEER IS NOT IESCNSBIE FOR SLOPES OF PROPOSED °/[Or Dh biP A. \ SHY \ I��� \ (� Ar RIW ICOIEIRMARON OF EXISMPROVEMENTS BASED TING ETEVATENS AT TIME OF 8 01gMW CONSTRUCTION. _ 6' �'�a•°,y.• !f 1S \\ \ •oq d1E 1Wl 1P �T ) S PAVING.SDEWALIL AID CDRON0 B NOT TO BE INSTALLED '-VV 1�m ' ' r SUCH AWAY TUi li NLL■l1CJ(TE RAO IM1R $ m _ E�vE an . •El A \ \ • ~ • �'ti. tf vP.m ®HOtR N1CNSIDPANACE Sa UT Dirt PPES,AI o J N r m @ F R+ 1�. RAM a LMDSCAnNa o y'a e or IS. \ .n '.. 99: Pxs 1.ALL RETAINING MD/OR DEccRATRE LANDSCAPE WAILS Q 0 o.t /) My-twP CUR55 SNOVM IN MS RAN.NR11pNG OFTAWS MD S'Z d.O 5 Asti, SE / \ /� • `. \ ...mom SECnWS ARE TO ILLUSTRATE GENERAL LOCATRM IDIM (0L a.5 U '....../ 4% MOM MD HEIfHT.SIPUCNRAL DESRRL NOLgNO PROPER U p r �` Emma.TIE-ME TS MO SHORNG M TML AS N / A /13AT •• �w\\'. •W S\� r WN TMIR CONSTRUCT.MEANS ARE NOT ACOESS D M PART DI $m (a g or[o�E�R /� � N: ' ti : A' \� -„'.F 4�2.361 NESE ENGAGED BY TIE GENERAL STRUCTURAL M Y EER NEMO DEED U O G R.. Ii6 : • • \(' : • A• \\\___\\ .1 CLRSARY.uTFTIMARW ENWFEl1NG R901MCES AS5111ESZ/ /� y. No DAR.,FOR ME DESIGN OR ColislRu 1DN or MY 4 i /�1} / i}.IR��O[O�EROa(RP• • \ \ .MISS SIPUCIVPAL f1DENT, yX.1 . • CC1 � ;\�• N/145L1•1i. iI:7 IN mN G- I. ... __/-- / -.ni••�� + '�O (�• A ' ' � I =A.D.A.ACCESSIBLE ROUTE MT memo. • y 'I 72\.03\ ruaEOIJPrepared By: .. dlin_ wE. V.S\�` 1� W 1r me-RAP `o` � ..na. 7-dL r Y� y�T � _"... I I ,r aBv aN ` Se \�'Er�t�R, y\ *�F•R y"�P wr y �1 '`��' 1\t :s :11 a 5•a CA-11` a \ �� �,''s1Rrs ''t'y ��\�F?i+\ 111 1,:; eeE-.e• R O• zas\\• �31 \\ A •• � ,l am A'1' I tzs (A IL) ; E a) (-�w�it) Sy ENN / 74,. ti\.. ` Bire= �� ` 11 1pl/1 ' ��•. ,1.o.1 • \ �TEOR 1 1 1 y1 I I1+n rit111 5 t cu a j __`__ _.__ ooaA1M.,IRO\ ...)N 6 ryEx 4• ld/R,. ,:. -.onsm .." 1 \ \It t,1,' .�• e i %fly Vag_ ' .oe .-, ._ ... .„ ..A� •»� SE,.•RCP R EL,9S SA.. ' mi""v" `. • r.` Eyo '.v ter, ,m.w/ i' Fy. `)/ I� ,r C� i is at F ` e .� . . . .• • RT.,. ii r OF �I— IANew A .--J . 1 i ._ T. � E »a -cl 91P� z.z \ I Rom_La_I� M . >a . .. _. T»N 122 .., aNN.RN-aa, •IFPR.L,ERO "n"' t m •.`.'t ... •w�.rnw_r-.�-ra NML. I 1J xN•I P� 4.e.4•leD YAP ED \ .,� f`A I r •. oR11R.e Nw•.r 'R c�� Y• i 4 � I ,R N a l��•••••••••--••�� �• .___ _.. .�� 'R- tr IATa,R r Y3 W.. T..a 5 00.ry.•S r Ia10 marls mom,RP mom: _I N-m_. -- -_,m a 4, T II. M I a•I.1110N0_ I \\\\��1/ °; ,.-'., GRADING PLAN C-3 `• 4 NwW)0A,M.nn.00amw..n la,Wsv lryxa.e mm \ .` _1_1: 1..-$..ff B T. / /(► I4Sa, a wawa RAM -wwa va.wk0 TOTAL„/ tnt` / / an n0 v,1.1n ,tp�,MO x1H•SANDY WSW 17DOT RUNOFF OovrLLrt FOR UNIMPROVED z PRYOR xvnt o arm,..O wAel CONTACT WE r RN . ': USING 1.5 OF oONNCENa,VII..a 15Mm NaecCC re011 1K ssOaT GAIREINT eET OP PIANe AID �s.01' ' •••°rj I. ,Ga: E]OeIIMc o(10 YUJI).(aRX{.Yle)-an as SPECIFICATIONS R C.aa1. a um FIOSI1NC 0 n rout)-(0.150.15k111).an as sE.SAY-R '',.k I2.6, �/• / s�s EDS0NO 0 100 YEAR)-(ate ES1.1e)-1.12 as .. E, ) N, ELEVATORS Spa!HEREON ARE REFERENCED TO THE NORM SS ii / ,O,M WI s,+1 PROPOSED COHgtpn AMMAN VERNAL DARIN OF IMO(NAVOee),OEOD 12A R 9 Q TawrR nme roTAL GANAa ARw-E1e ACRES _ BEnLIBEL s AREA.020 ACRES(OM AC 1100i;all GRGETE an p • to AS RALn YRFMW 1�. SET MAO HAIL N1H WASHER STAMPED'URBAN wca. Pd+, q: e r% ` �, PROPOSED PERVIOUS AREA.nn Haas RAW) ccrr uwc aunROH RD. !► , ;. mmonn c-((aeaale).(moo an).(niaamlN.le-Des Ii EVA1OR.• aEn SWARE NM RMCN NIOIE M INLET,ESE'NAnax-IINL% •• RS SHEET. ollanuu STORE D.Rs cs PARS(ta)woNt• �R ROIL UN(�CR PAVEMENT?)p Alm 6.J.LOCATIONS WERE ELEVATORS ARtE SOW AGE A OLVATONN HAS®N DERA6m WED ON01ATED GRADES FROM TK SURVEY.cWRGC10R 6OVE1ENT WHIN 114E PROOeTY OI mESE OE/T• POLATED CRAOES.AND REPORT Rd TO M DOCR• N¢,FOR vonnunoo OE POPOSED SLOPES PROS s¢R IS NOi RE�OMlaL rCR 9LCREES OE PROWED ovi tons BASED ON OESE.OR.AOES VRmOUT OUL11011a F]05T111L'RLVAl101R AT M O'%SOERAUL Ino Ge6M0 1 NOT 10 BE R6allIDp _a A RAr Our T YEL aDCR T1E M'R R RATERm@Y FROM TIE BUILDING NGDONG BUT NOT untnro TO P H EES.AGRA DRAINAGE SCUPPERS CR PR•AND RL'•• RETAINER AN0/M OECORA IA uNDSCAPE NAILS at 2 1 !, � . CURBS SHORN ON DRS RAN.INCW.NG DETAILS MO f/1 G 5 U ,� / , • /, V �� RECKONS.ARE ro ILLUS..cwwAL LOCAMN,IEHOM 10,i U LL 8 m Rl� MD HR»NTr sTRucluRµ DEN..NriuO«c PROPER ($� Pa7/a7 /•/ _L • /137l 1j � •. y•\' •\ - .'� DRAINAGE. 6 ATfiaICTIW YFAHs ARE NNSOTNADDISA�ASAGART or s� o/t0t //7®•, •• .• :. \ 1�% Ra3E PAANa.a,RUCRANAL wGNLFN 9NaRD.E <c5 4. REWNq DRANAOE ll,,�� \~ ` ( BIGGER BY 11E GENERAL CONTRACT.,AGE DEN'OM = !.'• S.IP AREA-OAR ACFEB 4 \ \. tir• • \ MD LAIRJTY Rr.u1DaERC SDN OR C c RESOURCES Rama d /• s DETD(T I FOR TFB AREA NLI. ) Y \ 9• � �mD.'TwAL FOR THE DEva.+carNSTMIciRu v ANT S /. ,• • I"°' PRDVD®AO PART of ,, 1 /. FUTURE DEVELOPMENT / ••' Ri �_ ,,�`.\` �'` :-\ �• 1>i , 1 PNN1vNea By be 1- --- . L • t4 9Ip 'ale • • •• I '- ,• O. \. oj\e\ 1 r. iti. gg • Oil ,.• .: ". .Ra R, ROT E A' 1N 1 3 kt PP,�;, ®-- \\ _i ;�4 I 1 DRAINAGE AREA 1 liii`:�►• L 9l "ai C-3.1 .,..\.R.._..._.....,.T1°,ws.P�r...,.._,,......'.....N..a.....-... \- st EXHIBIT 0 !1 w0 or S.Y.m/ • 4Po I.DNS ftA.6 N.LASED ON M N.TA NIPS LAND TALL E m SURVEY(SURVEY PROJECT pawl DATED n/D1M) R-lis wLaN '''%l 'PEN_. MO SWAT1ED TEER COR LIMAN PUS DRIP.TIT TERN OCT 104-3101 ��AR. <OP / / 2 DPRIOR moITD� TIOHA CONTRACTOR TO CONTACT THE W�SAR Qw AND ARCINIECT A MONEY THAT WET E R -..NYN T —-. r AllE1NT1.flindH M MOST CURRENT SET 0 RAM MID 0E ME EOAY-R¢-I.SI' a .raAY-R EL.,. . / •(o BPETRE> SNQMARIc ELEVAn S SgtAL 1EAEM DIRE 07"CED A RE RORM B/ ••� Ttin 1OL S• / AIERICAN T]HRCAL CAAY a 15.8(NANR.).CEDD USA /e • \ OIY 1�SET NAG NNL MPH WASHER MVO"URBAN BIM Q .4 • • • �. ElLVA1pN-MIS •'C • • 2 OMELET SOM.NTT PUNO1 MILE ON INLET. r•�4 �.• •\\ \ AO NM CONFIIINGINN OF Ain NUM ELEVATION.11.1 p2`^• m Nom NIX 1R.m u D..a.:'pomp MIT PLANNOT P [�./�f'QIE \ ' • • ` t. TART,THAT DE PROPOSED PROPOSED s ES SHOW MIEN TO CONSTRUCTION OF MN UTLITES. N ON TH RACTOR 6 PrNPMND f SP. �r \" •• • ""o, T THE THATBURDOM ENTER T. DE wlYaRE ORTN55As ENY 3e '. _ SCREPAiwSIN LOATIRACTOR ON CR MHm EL ATNNI O " \ /y Cnr/6 DE DES. YEDIATELT FOR RFSMDTION Or THE \ ' V v 2 °MTNACnR ro COORIMATE THE NOTRIAT ON AND PERMITTING OF THE PUOJC UTUTES.SUCH AS OAS, rzb* ¢LCTR4 TELEPHONE CAME AND ESED CPU*NM M, \ >•NT sUr No PURL.MITT TIE OM N6T A ARCHITECT MAIM UTILL1101 C D�(D/ y-0 pUO MD NECESSARY SLEETY°TO BE M41AED M PONT Or Op Q > GENERAL COMTIACTOMS SCOPE OP WORN FOR THIS ODDIONTE MINN • C p g. /. .. '• • .. • `. NV..pg. E.,..." rs ,,� .NNE •. ' • • — ...tt)- •: ' ''.41k. 1,,,,i: /., :... . 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E" _�.�IIM\m nano, ���/i I I a SANITARY PROFILE-EX.MHTO PROPOSED SAN.PAHPN DSO M T 6ep=RNAsRNAsms\ � I II UTILITY PLAN C-4 r +wPIDp.VmV,mc. •re I CAM,w NRm.ru.YK MINIM m ISM PUN.NM a NEE \� IN F / r ,] TEMPORARY CONSTRUCTION ENTRANCEI a 1 // :1 O9 FAN 1.T�Q PLANS ARE MYD MI THE ALuM595 LAND 11111 •O' / TEMPORARY CONCRETE SURLlY(9.1 'PRO.tCT E00241 DATT ox/D>/xs) •.' ,'n, WASHOUT AREA WITH SIGNAGEI —x- mT�� xixe•MMUTEER CR.CORPUS WRIST.T1>Ind / ./►. _ / �� RIOR mR-nm / COd]R LOG ]'OM.PRIOR MPHFEIICOISROOl 10N.CONHOST CURRENT TO CONTACT T1E n na 0.xri' nammaurf'mac ARO ARwrrtcr TO wore l,rcY :S:':• •414. �•: WORKING SA(NI TIE HOST CURRENT SET Oi PLANS AND sNE 8-CLAY E!CLAY_FL R C.R.Je� ''�•`tY ..:,.__/I 4,-\ 1 FUER DAY tif Y 1011, 1121 y\ P \ °:i �,��\ 4O,1xim , • '� SILT FENCE(TYP.) •. (Y QO� Ay •.~•` 1L� •ISUY�\` Ev\ M•,°' m g.'. etIry I�. \ �"\ ��\ 'a\ `\.\..1 Prepared Far O — 'Nell 13 of rots ,4, b°j \\\ ri]} ~v yZ, ] ] \ l.' m m 49 vx 4fiyU A \t.. Rl \ �•, ti N aft, °'<° v ~` ... .'� gat. �O'(o / �•a 'TEMPORARY _�, M� r .. y•\• '\• .. :.Wit!` ,u.x l 0.0 r ..a :CONSTRUCTION //•• ' \'� 1 .• \\�9" ��uu d •l" o TRAILER A, \ 'ti . t 1 3 8 4/1///////////////////////////1 �,"1•LYV TE PORTOAB E 4% k..sa. • • Q .: _ . � `��.; �r]s.• � ' , T•.y:iT 1. �. 1 . a v F �1��Y 13 NO �\ V �*.•• � :6� fir, I uu =m \• Div ,:I s \ f �. �1 I .....:NI) \IIT \,, io...,In- 4. 1••, .'41119••Ris's-n C-x•S S000' �' "i'i • • TI /4 '•/� I Si 1 • � r • / ••`, n]�910� sVz- '' ._ P I I TEMPORARY ROCK FILTER DAM `f ..7!‘ 1/ . I V.1'\,1\ 7. i ze '''' . ., 4 Ita,:‘,. ,'' T•.... ���'' • I/ OIR LOG OR • ( :'....r0., 401/14iii it'''''' ''''-- .1 Siooltiligti F:.EiLZV. 4111i/11L4 /1 1 1 if rV ,x . X 41,!('Mli -\ \ � / .?e SOIL EROSION I \�__ �= 9':/°° � CONTROL PLAN C 5 - - - - ---- ,—SILT FENCE _11 11.�1TRACTOR 6 TON O FOLLOW THE REOINRFl11Ts a nR NORMCENTEL TEYAS —• I COUNCIL O GENERNMENTe STANDARD SPEOLICATIMAL 1 SOL EROSION CONTROL SYSTEMS WALL BE CONSTRUCTED AS SHORN OR DE SOIL I Y LONE S(YN.)SIFEL T POSR oR EROSON CONTROL PLANS AND/OR AS RAMMED BY 11E EMON ENONEER,SLIME P061S SPADED AT B'TD B'M YIMUN WWD MOILER.APPOINTED SWPPI NSPEC M.OR LLMCPAL NSRECTOR. 10' i 10'.IORZ C EP J. PFALETER EROSION BARRIER SHALL BE PLACID N A MANNER MAT PALL INTERCEPT I PAEIBI FABRIC TO 1(P STRAND OF WELDED don CUT PIT WATER BORNE SRT ARID PREVENT IT REM LEAVING THE AREA O CONSTRUCTION.ALL 1 � NITS MESH NE.LL)RE HOG RINGS OR CORD LT FEARS SHALL BE PLACED AS CLOSE TO TILE CONTENT AS POSSIBLE WM THE q A YA%.SPACING OP 1s' ENDS IXTEIMMG UPAOPE THE NAMUR SPACING OF POSTS MALL BE 5 FEET.aNw ekp ORE OR OMER FOAM OF APPROVED BACKING IS U9➢1E MEDIAN SPACING WAY BE {OL MN.WIDE U NO2ASED TO B FEET.SPACING MAY NEED TOE ADJUSTED SO THAT POSTS ARE 50 MIL CEDf00LE R1E11 REACH THE W.W.M.R FABRIC ON e LOCATED N LOW AREAS WERE WATER MT POND.TILE MILD FABRIC AND SIRE 1-y—.—.15'.—. MIER FABRIC MIMES EVENLY I! SUPPORT,F USED.MUST BE SECURELY FASTENED TO THE UPSLOPE SIDE O'THESNEED POSTS LONG HEAVY DUTY SIRE STARES AT LEAST OM NM LONG OR TIE SIRES(10 OS TIPS FOR STEEL POSE. GAM 10 NG TREE ME S.FABRIC FABR SELL NOT IC SHALL IEETAPLED M TIE FEE EVER TO MIS IRECF SUPPORT r 2 NORTH CENTRAL TEES COUNCIL E DOVE MINTS STANDARD SPECIFICATIONS I�Ar Fd1 I NOTE { L MET FLIERS MULL BE CONSTRUCTED OF A RIM....F REINFORCED MIER BAG r REFER lD STANDEE 91lEMED FROM A RETAINER RING OR FRAME MET MIER SYSTEMS SHALL BE THE E ICU _ SPECIFICATION SECTION LL PA IM PATH OVERFLOW,M FUNSIED BY MARAON MATURE.NC..DR •PRE-APPROVED EQUAL. W ROVED CARE SHOULD BE TAKEN WHIN MAINTAINING OR REMOVING TES I PFK I 022{20 TILT FENCE' 1REIGN Ty FILTER FAME SAO TO NOT NAD1 NNE PRENOIAY TRAPPED DEBRIS TO MIER DE STORM SCAM SYSTEM. IIFI ..... II II \ S TIE BED FOR RAP SHALL BE MEMO AND SHAPED TO ALLOY THE roma) II II` SIWACE TO CONFOIA TO TIE LENS.EOF1ED.AT THE IDE OP DE SLOPE THE RP �� RAP SHALL COMMENCE ON A CONMUATICN O THE SLOPE AFTER EXCAVATION 10 Ili_ LIAEt RACE 6'OF FABRIC IMO AND AGAINST I_�) ACCOMYQUAIE THE RILL DEPTH OF FABRIC.BEDDING LAYER,AND RP RAP SPEWED. TIE TRENCH WALL AND APPROX.2' Q•� I. FILTER FABRIC IS REQUIRED LINDER STONERIP AP GRADATION A S.B ARID T RJR AU. �I�II II II��II'pR ICI II ACROSS TRENCH BOTTOM N UPSTREAM / Prepared Far. USES,AND MIER CONCRETE BOCK, M RAP AND STOKE OR BROKEN 'IE-�'�T�'m� DIRECTOR MINIMUM TRENCH SITE MALL =CREW OWED RIP RAP WEN USED FOR SO.EROSION PROTECTION. 'MIME DEER OPEN CUT PIT BE W SO ARE.BAC1611L AND HAND I GAM N.N.LE51M(12.5 GA.MIL) T. MEET ARE TO SE CLEARED OP DEBRIS-AND METH CLEAN O SLT AND ERA DALY. TAP U SEL EROSION CONTROL MEASMES ARE TO RE NECKED BY QUALIFIED P060MwL AT 1)OPTIONAL.V£CrA PORTABLE CONCRETE WASHOUT EMBED POST 1B'ERN. MOL OPENING SIZE MALL E 2 Y{' L LEAST ONO:EVERY T CALENDAR DAYS AND SITHN 24 HOURS OF TIME MD OF A 1)EA ON n USE Cr ACCEPTABLE PATH MIL ETE WASH UT uxEA STORM NAT 6 65 NCIES OR GREATER OR EQUIVALENT SNEWALL ND REPAIRED Or NECESSARY. 2)CONCRETE WASIIUT SHOULD BE CONTAINED AT ALL TMM STIO01; �_SCF___ I. ALL EROSION CONTROL PROTECTION SHALL BE KEPT N PLACE UNTIL THE GROOM HAS WAMw5T MATERIAL MEAD NOT BE MOWED TO MIER BEEN STARE=AND TE PAVEMENT HAS BEEN NSTALLED. TER BODIES.TERM SERER OR TEAM NM THE SOIL 10.ANY OISnwBED AREAS ON MINT OR 1 5 CONSTRUCTOR AC1MlES HAVE STOPPED PROPERLYOF TELOCATION OE THE WASTE SHOED SHOULD SEDIMENT IONIRM_FFN('.F_I SAGE GUIDFUNES:RAT BE DEPOSED H RITES R OR TMPORARLYJ FORT CUTS Mlm E STAeamn N ACCORDANCE RE DESIGNATED O1H PROPER MENACE FAWRE 10 DIPLY ( c PATH APES REQUIREMENT. SEDIMENT CONTROL FENCE MAY BE CONSTRUCTED NEAR TIE 00411STREAM �x( 11.WALT UP SHALL BE REMOVED FROM THE SLT RICE MINT IT HAS READIED CORD RESULT IN AN RCM.OP MWO MPWKE(DIN). PERIMETEROP A DISTURBED AREA ALCM A CONTOUR 10 INTERCEPT SEDIMENT F p -MAO THE MGM OF THE MICE FROM OVERLAND RUNOFF.A 2 YEAR STOVE FREQUENCY MAY E USED TO TO 12 SILT FEN FOR MALL BE INSPECTED F DEPTH OP R;SEDIOIT,TEA ETC..TO SEES CONCRETE WASHOUT AREA FI yE T R AL �'LL m FAME IS SECURELY AITAONED TO E FEVER P0ST5,AID THAT TIE MICE POSTS CALCULATE THE FLOW RATE TO BE . ARE SECURELY IN THE MOUND. SEDIMENT CONTROL FENCE SHOULDAC 0000 SHOULD BE SUED TO FILTH A MAX ROW THROUM 9 0 J 11 DIE SEDIMENT BASIL F PRESENT,PAWL BE*ASPECTS)FOR 05114 OF SEDIMENT ATGPM/IT.SEDIMENT CONTROL FENCE IS NOT RECOMMENDED TO to X AC LEAST ONCE A REEK.BWD UP SEDIMENT SHALL BE REMOVED WON 0 REACHES 25 RATE OF ER ON PRESENT OP TIE EM N CARAOtt. CONTROL EAOSDN FROM A DRAINAGE LARGER THEN 2 ACRES tF�{H LIE O.a E.OCi IRA�10 COMPLY NTH FINAL STABBIIAIAl AND TERMINATION RES/PEW:NM �1Y 8 d C 16.AT A LINLIE.SILT FENCE AD OMER EROSION COMM LEAMURS SHALL BE {BY 1K ENGITHE CUOELINES NEER. IEAE ARE SUC(£STDNS ONLY AND MAY BE ROOMED N'c S U INSTALLED M TIE LOCATORS SHOWN ON TIE PHASE I AND PHASE I SOIL EROSION (0U LL CONTROL RAMS THEY SHALL ALSO BE METALED IMYM!E RUT THEY ARE NEEDED I•ig,i,;;;;;,i,-,;:.,1,,,„„, W .. DURING COMSRNUCBON N ORDER 10 PREVENT MOSE AND SE ERT FROM BENc : .. CITY OF CORPUS CHRISTI u T GARBED DOOR STEM MS IS THE COMM CONTRACTOR'S RE91B4UM AND 111 .•" 8 pSHALL BE MSTA3ED.RELOCATED.MARES COED.EIL AS DIRECTED BY THE APPONTED '•? OMs RFa TO Ow.6 RAN.HAREMS p"2WPPP INSPECTOR.ERO1M CONTROL MSTALlATIE N ND MANTFNANLE IS TO BE APART I I ;+: IN d O THE CONTRACT AND 6 NOT AR EXTRA 10 THE OYRNER. \ . :: -T- I 1 r t:+::•.� CaNE(RI1C1pN EEOLIENCE+ c,-.'R�..LCy-sy a 6B..tt l 1J 1. INSTALL STABILIZED CONSTRUCTION MENACE qdP• SIB 10, P_� r:• PROM LEAVING six GLADE TO PROEM RUNOFF 11 1 1 l 1 2 PREPARE TEMPORARY PNMNG AM STORAGE AREA II SWAP a.Lvaano vnN wrt uOP 1. -M 1 CONSIINCT TIE SILT FENCES ON THE SITE 1 ICI M. .............. 1. A COSTAL MET PROTECTION AROUND ALL MUSING STEM SEWER ES ♦,N v1 FM.J uPurRO By: Yt S HOLD S NW-CONSTRUCTION MEETING TO DISCUSS THE SEMI WATER COSTING GRADE ROADWAY NO POLLUTION RAN MIN ENAMELENGINEER.ALL CONTRACTNS D JIMMICDONAL I 1 IMAM FABRICATED FROM 1 1/1'•1 1/4'R 1/4 ANGLE BASE NM AN �A .U..A......U-.A..r_..... ..T� FABRICATED FROM 1 1 Y 1/T Y /B'ENAMEL HARMS AND 6.CLEAR AND GRUB THE SITE INSPECTION AGENCIES A ._,--,-•,.•,- SUSPENSOR BRACKETS FABRICATED FRONT 1/4'•1/4'RAT STOCK 7. START CONSTRUCTOR a BALDING PAD AID STRUCTURES ROCK MT=DAM AT PROFILE 2 ALL DOMESTIC STEEL IS TO CONFORM TO ASTIFAOB. L BEEN MASS MADNE OPERATORS FDR DE SINE S 1 DIMOIT BAG S TO BE FABRICATED FROM{OL NON-WOVEN I. TEMPORARILY SEEDENUD DOMED AREAS LL EARTHEN BOTTOM CHANNEL 9WTRANSITIONPRO.SDE APPROXIMATE TRANSITION POLYPROPYLENE GEOTMIILE LE REINFORCED FORCED MVNM6 d MIN BOLYESTM MESH NTH A 16 INSTALL 06 50)4 UNDEADRANS STOVE SEWERS,CURBS AND GUTTERS ..._.. ,.N War Py W F. BETWEEN STABILIZED CONSTRUCTOR INIMUM ROW RATE O'IN 4011 OF R.BRIO S TO E DEEMED FORA 11.INSTALL RP RAP AROUND OUTLET 51RUCi1OS FM ENTRANCE AND PUBLIC RIGHT-OF-MY MINIMUM SILT AND ERAS CAPACITY OF 2 N.FT.BAG n 10 E SECURED TO 12 MULL INLET PROTECTION AROND ALL STORM RESER SOUCMRES ►IR•.W$ BASE RM MTH A STAINLESS SLED.STRAP AND IOW. "PREPARE PATE FOR PANNEmALL I. IM I PAVE SITE 13 INSTALL MET PROTECTOR DEVICR an w I x =E �SD ERN INLET BASKET ALTER FOR TYPE 1 INLETS tj ARYMSM� PERYNN�MT SEEINE Aa PLC(WEY NI tR f- vPyyYOI Ii F 511E S STABLOF.WD} FN W I L6 rn,c..on _ FPyy Eibo L i �v 1� ,,r,.,„ .�DMW6 ROHM (,9 e a CONSTRUCTION ENTRANCE NOTES; ,' Pm Wm own.¢COOP NM.ERR DICTION AA rd I ' 0 1. 510NE 0:}s'CRIER GAGED ROCK. - _ma le )) 2. WETS AS EFFECTIVE BUT NOT LESS MAN 50'. i 1 1ST RMOIFr1WEBML1 iS`f y�N1 'O'ro rcu. s Z 1 11IM11ESM NOT LESS TEN I". -� r-- .' �i"Fa.j.`:1 Mn mus Ina - £ Q 4. WIDTH:NOT LESS MAN FULL WIDTH OF ALL POINT OP NGE55/EGRES3 IL .j.'I' WPM I H -,-.:.,,RP II40 rw'3R NOo N o,.w.n- F -* 5. WA91NO MEN NECESSARY,VOILE WHEELS SMALL E CLEANED TO REMOVE SFDIWIT PRIOR L �i11 • /�i.111 004 s 0T: ate 4 Q TO ENTRANCE ONTO PUBLD ROADWAY.MHEI WARMS IS REQUIRED.IT SHALL E DONE w AN /!/\�/\�/�OA�t/'�,II����'\G^a`�I I"�Iy�'I"y% a w.,[o OM,.L vRF E ~AREA STABILIZED PATH CRUSHED SIDNE AND DRAWS INTO AN APPROVED TRAP CR SEGMENT . /�\jy/AOj/�11Y/j./ \\'�I,v/�\j�11 p W BASK ALL REPRINT SHALL E PRESUMED FROM ENTERING ANY STORY DRAM,DITCH OR .\-< 1 G 1\/) WATERCOURSE USW APPROVED METHODS ) ' CI e. MAINTENANCE 00 THE ENTRANCE SHALL E PUBLICMAINTMED W A S MAY THAT WILL PREVENT LEI' I'1 > ,AO R,TFr s,.va M v TK mUurs J 1RACGNG OI FLOWING NA SSTONE SNCO NION ROADWAY.1W5 YAY S REPA R1.0)0 TOP ,) .1 I1\r y W 0 DRESSNG WTH IDDIIIWAL.STONE AS COHDTIONS DEMAND.AS M11 AB RERAIP ANO CLEAN OUT OF NIT MEASURE DEMCES USED TO TRAP SEDIMENT.ALL 9DMENTS THAT IS SPILLED, l� (� • B Z DROPPED,WASHED OR TRACKED WO PUBLIC ROADWAY MUST E REMOVED MMEM ELM. }T AR.S 3 R Z T. DRAINAGE: ENTRANCE MUST E PROPERLY GRADED OR NCOPORAIE A DRAINAGE SHALE ill (SIT ETRETGN) (WAIN TRENCH) uo n ssnnso w�..m ro wr mr.0 so em 9 " W M ri O PREVENT RUNOFF MOM LEAVNG THE CONSTRUCTION PATEM. r UZ COIR LOG p M ovens.RN..MHI1 h.,.AN, vA.MR MY M.MRRn N TM F.TMR p s o CITY OF CORPUS CHRIST/ NOTES: U 1 a 1-2 1.TRENCH OPTION IS MOST APPUCAELE IN LOOSE UNCONSOLIDATED SOILS SOIL EROSION CONTROL (r 2.D�12' W DETAILS AND SPECS C-6 5 TONS B• � Mt.. ro ttrmrKaaos Olt Awn come WEN FOR A OAN IIDOTME III rDR r.A11E AtD t. TK1E 77 EE NNW 3/.•CN4rER MOTH sBEs) — '°�mew w:r CC r I�I 10 Nr� oCOMMIE 1p to ; ............ ..UST Oawt.DNA Zi11i NRNpd.Tv NPR.,w.. SE E E ASnd C- r NEW (KM 6.0sONCRE3(Am rraD p • 13 NO.t COW. Cnum MOW —erAW�. 2471 � —�� DN411,.15SEIFiRERM �A.BO.E ^ — \'' .° e 110110 pl T f • ACCESSIBLE PARKING SPACE DETAL DE P ARs !LE was.®w~ra CRIBILEAR 1.CAST B PLACE CONCRETEGxuAAAR lWYK' • • OR'CAST B RACE 3 • W aT A`y FOR SINGLE VAN MX OR a CROWDA ITT R+Dr�DR WORM IL TO CO..�• CATCHBASRJ 48'TO 72' SDEWALK FINISH DETA CATCHBASIN 48'TO 72'(FLAT TOP) TYPE'A'READER CURB DETAIL POMO P,OE„WILIPW•r•RIR OW MI MUG MINT-0-W1 WOW m„DNu CC 'N...O.A.le MIMI.Ir...D ROM owe.Or ---- M. Sr UM DO - SMA NOT TO SCALE .CiCi T' or OAR .7r.,, n+r RePratl Far CITY OF CORPUS CHRISTI j j- �■ a - le NM ICY E ANRPNIIIO it ,, • Rd n•,^�I"• " NINON t' E.3 D q X eT BA Sail r� 5 woo Er Infra h Nyei IL ,.1 No a.o®II T xr,.R MOW m •.I R-O a - I = r INDIA TO M SNP. 4,CA....°E T TRaWI..... i` (Rau TO r Ok rI NW scm cB awl R ex R 071Hw B•. � .a • n'A ACCESSIBLE PARKING SPACE SYMBOL ' • 5^-T 1/I•MORTAR TOPPING - ti11 r�I r 1,„. ..,,,,,,.... N m de �/ %�Y TR+Ns[RY WOO 1.SWIMEMI I(�S pip OF SIIE ST OF PARKING STALL AND �� , R_�,I , lzaa/ / MON HOT 1n Pil.1 I. POM O.Atli ARE r MART.STAMM PROM MCC OF CNO >, nR" mrAelm LAM Q g O a m L// '' R7 w OF MOO 10 OE CDIlO01C OF TIE PAINED MOM. COM,R� (p9 r J 1j // A. FAQ Q CURB CBp.UNI IS r MOS BACK Or CURS. -" = I¢ ILL _ ,� SHE —:u�- Yr au �yU •: rx m... PARKING STALLS WITH BARKER CURB GYP) e.A D li 111. n.wry: �. __ ag re ACCESSBLE PARKING SPACE SIGN DETAIL U'8 zz 4yd~ g. r r WNW.1,.w.x IR MEW Nem'MAW.r.o. a male x 3• '• rd x NimRm MAC aWl iNAiomB MTV, zWSW g C `_�XTO 11� �inwwPw �, WO ms wls •xuNOTm.l Nar N sae Et a 6"REVERSE CURB it GUTTER DETAIL Ix�'°41 I. ., O..wI.. MOM,,,a,,,LOT,,,,,,,,MOWS mow* PilikA PPROO LOT 70 MAW AM MUM OF• PAVEMENT MARKING DETAIL D o r • Dw.NS CITY OF CORPUS CHRISTI AFG• t sgwyg • , K as By �/VINl o o Mn/� .:." ©N WAY-- .DIPI r.7 Erg N.,.•D.I.,B ALL BQIDEK.OBCI ABU s CURB SHALL '°' - PAE�MOORS MO.�A1lO.. IK 1SD AND THKSIDED AS SAWN. mx.1e. WE EN NO LIAIWAIW r0 i 4. PAVEMENT MARKING DETAIL BAT 12'O.C. 3'R k!,1 1e ry POLE Mart-N'� R 4 1/2•R /Y 3 1/2•MAmAR FLUSH r PErIaN PO'OiE WON-WOE 1� ..�N_ rPOPOSLO oloBx xmN xN.Nr IRAr X. ~y 8III I14 U W iT21,:ir VI�,,,I 61N 3 o wiww ' uousrN r R�pIS ttzI A1BI OF 'R^.' �„rbC 3 I. .OE„..R r~Ib D �) I CONCIETE EKPARSION JONT a EOM ]_... 71. MOOR NQIL rsuwso.,1nm P wT1.'win „ �R FOR MACHINE LAM,C 6 C ..��..��BB��PB�� B�. so., r I E....... (>)P.Dr1aw we CONTRACTOR HIS OPTION TOJ. DRILL r. 2&O.C.EII SETI C RUMPS 2•-0• PULL-AHEAD STRIPED HOLDING STALL r OF. •12. C (3•MIN.ENNBEDYEIIT) .�BNO®1Ml 5 TYPICAL 6"CURB 8 GUTTER DETAIL O , a..RO BAWD a.LN I..N< NOT TO SCALE t '0• i t ,r rM.. WOO r.a rA.a PROEM II S CITY OF CORPUS CHRISTI coNCIETE TM Eo Joar MO MOW a NO 5 ` d PULL 80E NAl.DE PILL SIX ,.,, QMOBILE DELIVERY NM ROI FORME LOOM POLO ON OINIB. ® 19 • 1E1 a PICKUP PICKUP r' I —I CO WM SIKra,... M XNNB r d J •~ •~ 10IY r E COOu KM:NON 4r.a NE WOW)rv•w s Ben:ww wnca) ND Ba MDllas t COW FORALOCO TO WS NOTE M.34 N.wt.r IOC F V.S.'-ROM Tken0.:oo. OI. OM.TOM WC W.OW �I'Ww N,, cM.,'WM co.O..,., EXTERIOR UGHT POLE DETAL i i a o Floc. MOBILE ORDER/DELIVERY PICKUP SIGNS m� rN. U) TYPICAL AC(F F LANDING AREA DETAIL 0 CONLE'E CONTRACTOR R JOIFT PROJECT DETAILS C-7 a .1..,NPNvsw.,mR Amp..Wahl AO tiS•DR„m. d Nr CS FOR Haw 12• I 7 R- Nip- Y ' ' Y _- V V _� _ l MJEUSTLIEMS(te•um I 00110 PS CONCRETE COO.(PROVIDE REBAR B ENFORCE...J-I.BAR,) ..me a PUCE CONCRETE TL TOP Of CORBEL r+.o MATCH EXISTCONE 12-ING "".R— et _ 2MMI I— - ✓. . �-��(�J]�I.IEI,�.INE N .aw.SET ,_�In.r..+.wnF� r ,° ,r••••w.w.o �aa„ i �$. �.1i 1� \IE1.IIIE..IEI NMI ovm aw.n t.A� —R.n°x.nr AamxnsNt ? p �I2•�W-SiOtt WTOR ' CEMENT FINAL OACKFIIL TO BE 15 G (MOT ITEM ttPE AA � C�'i•5 .n w/. AB.IIEO ; ,;1 Or sea Pre Pa HITHKOf 4.0•0 OP SAND OSSACKS OF - A p GRAN 1-2)tr4 NO CASE T• iICO THEINES OC 1010E 9,2422 00 CrB P ...rw arAs.. NENTS/CT) LESS IRAN THICTralKNESS t FACTORY \ THE Ex6iING ADJACENT Y1 •°'•�°i� °� 0 aao..m sm• +rtD ° BONDED JOIN, ` BE SM 3!SAMLL CI g)j se r s L.r s avw TI I AtalA � .1./.aRr wD;,;\;1�,�; RDNANE FEL 12' 6 ABOVE CONECMIN I4) lS' AAA.r RGWAlLE RI WIm ARK ��i "� MageeWITM.!/gHPALK170V MCDM MRAFAL AOOTNE V ,LOPE ir■ rn w�L a w•1 4 Rolm nwmu:, (100 P4 W 2.DAYS) .arr.u°n..m.cr..m M.m.. , ,,. r.P.7 awrw ROAR OOP•ELS x' 1 /\TT--vitT :iii _- .• I`LONONUt's✓ALOYNG sEK OEIVL ��U"tr f PRpRDE DROP PINIBIeeFar cONxEEcnorrs.VIEW ' M..L.�m...,, '" 1 .DONCRE FDUNC KK O . 1/. J aDW N E2. sar, t r nnsxu r�.a T (NINNUY 0'mCNNESS) ' // MA NOR[ NON r•Horinme10044•TToN cooNINITotao IN :EW aw•v.4.4•Mr r.r.°. yy% 5,V1 MANHOLE rNVERI PROVIDE CRU,AfO LNE - ERY 21 CN S1.TONE ONE E. ..c.wra.m. ...n a.. CITY OF CORPUS CHRISTI '' ., EWMC(T2 >Ir �• —) - g:°'- "'"" .a"a"'- -""N M`�" SERVICE LINE MATERIALS ROUNDRA,Ea Is PRESENT - Ij TRENCH BACKFILL FOR WASTEWATER LINES AND PAVEMEN'REPAIR FOR UTILITIES 4) T 95. TOP 0,SUBCRACE TO N, Ar..-_77.-tr si Ie 4 \� ---- w"+v4.1SMIZE.r•,v+-LA.ass an FRI r Mr.: r u.NOW OA&a a...mom OPTIMUM MOISTURE RATAN 069E �''� \ \'.•2' F. P.CIA b, . . rND W.D.MI6 al11 on.2' v°.e ..s '•'' ''��.''K°',a.'•D••ia,!'",m;,,,u mLa"'D^�vr a"'c�a"d'"„ A GENERAL NOTES FOR SACKFILL S 1 CITY OF CORPUS CHRISTI �.m s°A-- (ABLE ���.-I-r I/f' BEDDING AC INITIAL BACKFII I TAME 2 E I-y.tamW V 3473 FINAL lI2 A I O a c 0 A-0D suss r�Er� ro r^a- (EFI OW PIPE TO 12•ABOVE PIPET JDREATER TNAN I I• E PIPE) ;N {U ®F � UNPAVED AREAS PAVED AREASA. U 5 n »mar a r--�Ye loves SMP top. In 'aP��p e maw W OAIP WA MOUT maws IIODI TO 1.lOICA11016 r°rnr0c OF RT.NtWLE 5420 On VAIN L a WONT Ar.'Co a-a V H O a U YE/E1P/er OT> 1 S-SP OIA OPOOIDS ADJUST Why %EAIC rmero n wuRew m.rnw Wax ra 010422. iriR "'NI w� ova ET Nn nc r000001 YE1ER AOIPIFR CFKLW N0IT/Br O�) a.a.z d L2u PI 4-20 NUM FYI MAT mown Ar All.n LL•AV.,. T Y.-wen aenm orrawe- ImN 101 P /F.Nlf Ar f.IC Inn Aau c RINGS �� DOWEL 'O art ratww Fr.Tap ••rza 124 NW 2;1;„1r Nu 3 OdO ADW/ER[OL. YlY OmERS) UPSTREAM ME COIICRE,E RNe a.teTrr DOW TOR caws'(,M TT so..OaO. O ALL -Y" -,DwA✓.^e.a mrs�vr FORSIDE PER PLANS SECTIONS CASTS PACO.(wn1..'A Last L.or,P My IE'Tm lO.r FOR INLET)E r -- -,�-r-- , ^"° _ o-ae) m 09 IF SOLO IN -N RIN alow•x.. la,00q b I I I I y p� . in ri.+Dta m....COW.. Or Nr.E Ora IWO"R (I"A LP)...Sem.awt� .N I �C a� _ gx -m a eua.. a Y 1/!•RII m (OR,.P V TO N.. .ara s.¢r Laws.N Ava ate.Na M.NN..m R IaYmmnK. A ( A 66 III 1IbbDD_ T,LOPE 6&M', 0. .swr at.,rApr a[[w mow usu.u=cw»xa Las. ova _. b 1 I, I �w� w, m.0.crLUR..mi rm:,,.ova..T. KLACENI�OTESS� InLa1i 0ALo 12141. v:ru RC 4 ww.�l Lu -Preprree By: ( I, .1 E.r���r A rPDr,L N %.W.WD N M290 p L------�`'--- -J .AR. SWUM CO CIIEN .•OtANAAR-,.� SV.w¢D To N RCM p .00 wN.n: &M.WO AREAS P4YE0 AREAS M 1N(T1P.) BMW U41ED,1aE OR 1p0I e• {'_Y , {•_Y !• �ro11O1[1[!Y LIMESTONE e r.DN UrWPOr PER TrOT ITEM Or a.N 2.a.a. %. 5.,anou um.new1 `< r Y , CORNER ar 24'NLE7 Pr°'po ~D,..r TR b4 ce>. cL r "�,r. / ALTERNATE DIRECTOR DF �� q a" rL, T 11 , -cr... )N 00I WA CITY OF CORPUS CHRISTI =OO n®. F U 1 1 TOPSLfp AR,1 Ar PRECAST CONCRETE ADJU,INO RINOS OI' 1 /`n s:m ' ' 1 MANHOLE CASTINGS (T1✓g BARREL SECIIOISS WeEOUSTED l GREATER p a n t.n �_-_ i a[r MN[f N.AD B O�R'Eak I �0 TNAN,27 UNPAVED AREAS I PAVED AREAS EIIFDYFNf DE9TN-r(TM) Elba S I = =. NI r. :_III_ SET '°".,„..''Tr r"wra'ial lMI MUM {-,fit-YAE ITANNSION „ WI i 4 i_i �.R' �i _ii �iD�EcnoN I .vWlws $. i Y ' •�•��• �� tlARIIOE) OW.r UP ' KA•.2A TAGS HES SW I l WI _ Y �� PUTS ST P. - ¢ EWAL Ill SON WREf PPE a ^ . ..n NIET(FRa11 j • ni`lo WED AID spaMO MRi 1 MASERS AND ^ • . �� !� \�� RI.IP CORM �ANSW ANO.RS l.•co,NNE end o ) I! fTiea��ro pm/MOM HER NUTS TACK HELD OK.L.E S-V MOOR 1 r.E{-•2{'NN r .t ADM raL 1r"' ,� 5-10• FINAL MOn1 (OP) NM a.a) S A A.OAD Ir WRET PR wVLTE sa0R=AR f L n I N� AS SOGi PL�urs� o'o.v SFENANWii 2 1 {-B IWOI OR SOIEOl1E CSf was O WMpL �rA]� ., A NM P.00OR rc. rYATr' gISEE DOMHSIIEAY BD[TIN[f THE RESTRCICS PLAN AND FARMERS!A L.E Fat PER PLANS 'r � 'r FABRICATED IN STANIFS STEEL OR DUCTILE VIOL I RIMS DIE PLATE STALL BE CURSED TO BATON DIE Fo0i N. INSDE RADIUS Cr THE CATER BASIN. I. Im Mr(Tro} Zsf - „ Ny A RESTRICTOR PLATE DETAIL TYR AWE MENCN/NOj BEDDING AND ,' see�RrIlli.�y LWCNF/LL FOR,ATENL/NE RE..ARD!PITON: A e'STONE OR NM GIRIED R sv LAW 1 BARS AT W NII i a El i• CO xRT TR sou bar.AMPSPAD'PAWPAW' PLAS ,TONE a MOM. Q .N. R N R'r`r GREASE TRAP DETAIL a $ 3 nwrrnvdair..W TRAP _o.1,,1F CITY OF CORPUS CHRISTI ,AD 111000 UNEOUROMENIII Wo HOD.RI CAPAOTW. I.TJO GLUON, CITY OF CORPUS CHRISTI TRENCH W i WM/2!-DAY CONCRETE SINES OTN 4,000 PS BACKFILL FOR STORM WATER PIPES PROJECT DETAILS C-8 3 i UMW RE-BM COMM 2 ROM =1MWY•WmIW+1run.o Dom oafIa1Vl_I0 r.-wD•..Kau Cl. O T.wA t,' .b END LEGEND �F€ ROAD WORK END ®Type 3 Borricede •■ Chonnel izing Devices b`e /48" X ROAD WORK �p Heavy Work Vehicle ® Tr`en ator (a Mt"/ 48' %24' At tenuatun I() i.a C20-2 e k —` 48'%24' Troller Mounted Portable CnonpPCDle =o I END S /� I /� 3 k /� ^ • Flaaninv Arta.Nooro e Traffic Sion IPCYSI e• ROADWORK `u' `u' d ' 3 o `1J'r b I i slQ, a Traffic Flom •i• C20-2 '' `'A g o c Q Flog Flapper E 4B'%24' Ylnimm Smgpeaiw Anm,imen Ylnin., Matron la Spacine p1 S,gg•etw .2A ^ ^ $ —.- �o Boated F,..la m. L.notna cnv»lt:t Q 't.Y sLF' Shea Spoei Lorgirualrgl N N Devices ^0 Buffer Space !Si * 10' II' 12' On a on a Dl scone• 8- ' S �, : orfeeeotf..rorrs•r Taper rmg.nr .7-: /.k �j I A 30 2 150' 165' 160' 30' 60' 120' 90' 'iiY c w,:,v-A X 35 L. 60 205' 225' 245' 35' 70' I60' 120' W ,4".-, / •4-.>-..-� 40 265' 295' 320' 40' 80' 240' 155' •Iq s .f.) 45 450' 495' 540' 45' 90' 320' 195' F I r.1;..tt / : •�i Iti^. / •`z-r �;2 50 500' 550' 600' 50' 100' 400' 240' • h g t� ::} n PaveT000 F:,•/.^t 55 550' 605' 660' 55' 110' 500' 295' ! 1. w/ / Marking ■J.r L pp Mt:-....AD h.\-s 60 600'5 715' 720'8 60'65 0' 700' 410' oN _•,1.. (Gem rocs 5)� N•_s S: ■'.1 ■ = 70 700' 7I0' 40' TO' 130' 700' 475' Q 70 700' 770' 840' 70' 140' 800' 475' 4 • 75 750' 825' 900' 75' 150' 900' 540' 8>, c ■!NV.... • 1F Conventional Roods Only eb vt ����' **Toper lenptho hove been rounded off. • •A48 I;•�••• (See notes • L-Length of ToperIFTl N-Width of Offset(FT) S.Poeted speedlYPo1 b y y 5 ;tip,^ 6 b 71 $eFo Pavement ■i'"�?4, a o ■ • I TYPICAL USAGE 58 Working ■�i s1%\ le:. —i- (see note 51 C . at SMILE SHORT SHORT TERM INTERMEDIATE LONG TERM pp • DURATION STATIONARY TERM STATIONARY STATIONARY S `. 4 • _f b •- • GENERAL NOTES ■ m fro (See notes (Sea notes 6 6 7 - —• • , .- I. Flops otfic to signs where Noon. are REWIRED. DR 6 6 71 ■ • • 2. All traffic control devices illustrated ore REWIRED, toted iheae ;Ye Pavement • • denoted with the triangle syehrl Rby be omitted when Stated elsewhere in ■ Marking ® ® �. the plane,or for routine to Close lows may OR artier me htw T ♦ with the Chevron AItywent Sign placed on every other per RCl hind ■ a ♦ - device. Chevrons soy be attached to plastic drum as per BC St Sections ■ way De suIDlecented with vertical goals(VPI DIOCed on everyother /� • cnperran rg device. If nigbe time conditions make it difficult to see at leO J EX IT 0 • • 5. The DIOCMunt of pavement•ymarkings dc on eons envrwl7z lop avlot _ RIGHT approval De omitted on Intenwdtote-term \ • staflonory work zones with the of the Engineer. LANE ES-III; \• USE` 6.or Sir vehicle with TAU and nigh intensity ld hi50g, tlasht osct i lottng • CLOSED 48•z 42' �, RAMP NEXT or strobe 00lights. 11 for r Shoctm vehicle with TM and nigh intensitylinl rotating, • CLOSED ng or strobe lights. A 5nodow vehicle with o WA — -CWzO-5TR RAMP shoals be used anytime it can De posittaned 30 to 100 feet In oavuae 11000 FT l 48' %48• of the area of Gras espoetre without adversely affecting the performance qualityore Rif-2DT 48'%30" cNzs-t T Or quality Of the cork. If workers e no longer Present but rood or work on Q g F conditis require the ma trofflc control to rein in place, Type 3 2S /CN16-30P - 3 48' %46•- Bo'riCales or othern el- Cn0wlizing devices soy be tstituted foe-the i i 30'z 12 EXIT Sna00w Vehicle Grid TWA. 7. Additio of 5ho0oe Vehicles with TMAs moy M positioned In each X v .1) 10'MIn. Closed lone,on the sM Sr UId or Off the paved strface• nekt to those RIGHT /� shown In order to protect r wiser.ark spots. LANE M'" n - CLOSED COl3-z C. 8 EXIT ( I �• I • cnonneltzlno y i OR' %6O'A� • Devices of CN20-5TR OPEN ■- 20' spacing For construction or maintenance contract work, specific project 411• %46" • ■ requirements for shoddy venicles con be found in the project GENERAL Q ^ $ Il/D MILE ♦♦ ES-I 4z see TCP 12-Sa) NOTES forItem soz, Bo rice ea, signs mg.Traffic xo olino Sr' CNI6-3aP Pavement •® ■ Ion low Insure Marking. details '1 O lane 30•z 12' (sea notes 5) ••- ( closure if headed 7Texos AlporlmB/Yof Tronsporfothn -E. f ♦ ♦ • - to tire•a low • I con•cn i s rarng I l y Traffic Operation Division required rid enter ROAD Lni ' '"°rand. TRAFFIC CONTROL PLAN WORK See TEP(2-60) }r LANE CLOSURES ON I MILE for otvont J RAMP DIVIDED HIGHWAYS orning signs See TCP12-6a1 J for lane closure for owvae CLOSED Ce2413.X F warning silos AHEAD ^� IF1 %4B' for IGrwClosure TCP `-6)-i2 -30 TCP (2-60) See Hare n TCP (2-6b) TCP (2-6c) 9820%P48' (I'NOOT pets....19.5 a.. 1o„®r I Ns non I.,noon ONE LANE CLOSURE LANE CLOSURE NEAR EXIT RAMPS LANE CLOSURE NEAR ENTRANCE RAMPS 2.94 2-12"`" ar min ememn IN 1-91 ,ter mom wen o e. 4-91 1166I Title Commltm.nt- Flnnd Nnts .1.ln6 N2o i bemoan. GE .200/37 By ee.11k plotting ant%toe PProem.b currently F Zone?le of me EX1aw Dab:Gcen0r 2e,2024 Flood!neon.Rate Mop(itld),%immunity Panty Num0r 48305C0543C, leeued Dolan January 3.202a e00 wan. Nu..Canty.Moos.M.Owe an effect.date of Oct.13.2022 P,Y B.NI R r.aed F INrn.b IM Wow TRY CrnNemnl and le not in Special Flood Hazard Area.iXe MIA Panel N0 4e355C0045G any Y Grtilled to the Part!.M w,a.he a Mle transaction only It M wed an e North Amer.Vertical Datum of 1988( Wee), n.le.1 Fielded for my.by 04.0 n.MI a pert.It dem nub a 11 *ea.by the eswyw Ian reparalm r:era"'I...mna.alpine.and eon.Coe;All l:that mlMt.flat a na c°anany el arc b the treat✓neon,omen q pained ram. i 1a e5'piety.a.as!sacVolume amar of anpat propertyMoen `\ } .weF.war l,r 6 \ Nede.County,Tem.(Do..Affect,0e Ma.hereon.) ogee 2,Yap nerd. nmN 11 e.aaFee for lot. ....rite ...II a ®Plpedn.Earn,nl dated Xo.nOr 17,19]B,ham Y JOW I ,r .,... ma ..war' \ ae41tMNNwN10 707.Veam 222,Pa.3e4 DeededReax. wan -A, { ei.. / ` \ of Nimes C>>ounty.Tway(Do.Affect Blanket F Nature.) } `i' M.a b,♦ IO ®Nlet DablN.DNkANt'to Ia,mlr4ol NuedaOSb*of Tweed CFAPMIC SCAIE _ .minx wow / ,. rely,N - ^ \ ♦\ Count Moo(Oa.Affect me Mo.hereon.).In Volume 40Z Page 344 D. of Musa • -•• �� ,'!.'. IG Ny,t of YYY E.ennl dated June ter.1954 from 16.6 W e --O ! Ree,Fg Caryan b Cnbtl Poer ! t tampon% irrz, ±".I - 8 la roaartied for arw:M so911.vaam.�ezo.Paw.e. :,n.,nN6 -__ -- Affects 1,p Ann . o Lflue. % Tema lwt \\ AS b Lot e.Boa F.Floor sun Estates.) g�eygE r __ 1. ____ _V ldetdW old Bander Dee dams o. ��� '-___ 0 \'tty� (Per Intl C.»1miGFent1 �13 �56,17 ,_2 dr W °cy gal,.:. Eel. M el. N land eA..•ofyw..Como.r� \ �q:South. Ge% "mine ALL a LIl 11',EnSC $ 20 y b LOT we( m Xa eA9,3o ECT for LOTS It I / for n A POR11 l for LOT q.; }� w...m1 1___. / 0.nor.MI \\ sw"mlemoodedm';iwl�ym.'a Pe 6,9'I;qi.1e01•FT,FLOUR SLUFF geda` of q'ee m.M.INLZ ' Gt• \ haun v✓be:a e.p,vpma.waayn leap r d.oY.a e'm:lw.,a canPollan N LN a .sty al Lot 7 Pets„of b7. P dy N II ew N I��y a N b,,. .y bl la ` •+°� \ .1,376,477.211 mart...Ya N a 5ro FM_.n n_I el weld Lot 5 a.north comer el WI xp,yj 000d(a.0 foot eght N.y odd Blackkb.Fa ae44-.-it w,... .. _ 11W¢nee,�e•3m E«L q•q.aN II.oeutheart Mwr,p e of t ofic Me xmesr�wR wv.a.Xerr. \''',.........,„ ,Iffi=161,-,..,g.,14.,, 1RM.of afarwald.1 to of xi run I. a m,eFele orth ea.1.0 come Moo ..i e�. roMew,pa,,Abed.B,w n�o M'emtewnu ta�mapafD'a e told 1 °\ e1ea5-Ea.One al liala Lot jaegi..eald N�.wa ye or Nnen re.l to a 5/5 FM Yon,ed trod on tM.....ree /�jAAWS Table A Notes for ° 7:: =fir _- _ mar p Fe a ray,ion.(a 50 bat rlMl of weyb Table A n.m e(a).n.e IaM F a inning report a art. PENCE swan,'nor Eat Oa.«a a slow N pact..la f.rM.v 0y me dent Int go t nogg _�_ l p2A Iwo b a Sro FM evn hod miming q.mu.rune N dad...smack mrdre mnls neg.end Ran-goat _ ___ - -•_ ___ - _ _ wed G,It as Ilw nopMeL.me al...I Lel tk mac),kly. red paten rrulenr,l. my In.date 11ENCE Sag Dr1040'Ee.L a m e. N most loot) and I the report 1NIr. No rankle apart SOWN PADRE ISLANDDRIVE me 11±11''l '( aeelded to the 51^.N. O, 004.14 sera et en moat.done eat.me14044 ..N TMb A noon e(b).If the rang.feoa 4rnmmnte ro cal ....Id Let 10 and the...I N °•e swtk N 35..,.Ise b n.nest. a ale.wa Bea c lain F a zn d I a bar mead.e b me reg.. ban 1i0011d: gt Went n. n M.r r.wgrnnle . 1 HOu '}-^,a,-,•po K-•-^r PE NIX Neu of 130 Fort.I.tee q.moon Iy.1.a fart.red veg .lath by m. .r dots and Boa of M9 T ,4 a enone of,non re,e a 1Wd real r F.,e.b.mart.ithe on 'moo r6... .l1. Identify9.9 the cal. M sirs f M. • m w wan. N One Lot p eat We north cvnr N rat lei 14.N,q on ✓rat a I.ltr.No zonbep rm.l caw prodded to M.Sawyv. Po boot b. re a...et M N an„awe Lot Id: re.A kern 7.E. ,.arms..of ce 161en.at ground w. tf L Olt newer Nett 611E30'NW also t. .,..ne of lots a ihrwM I..NO Bal..wb1Fg on the Sur..property,at me b alle.a '®-. a 10 M Mo....wl 60 al 4Me 5 wd 1a a enr,ce 200.00 ln.of 11416.. ,.PST,r BEG..cont."11107 beam ave(e9.9e7 s_ o rw)N lend TWIe A Ilan 9. Num. and Id. (. sv. band ped, • 61.0 eon an 11.cemmnma, morn....regd.,caw)of clearly I4nn9Wl.0P*Fg ono.. on mfr.parting areas lob d In paging structure.No tlwly IdntPeoble park,.goo..Min.n the lite of the Pwnerehio Note• lens of M.sn..y Me.beet Orderly 6pea.to be mated. REV.BY DATE DESCRIPPON APPROVED Table A Item II.ran.of✓.call ealn m4K9 ware,buret. SOltheeel 20 feet of Lot 4.All of Let 5.Me Hart..130 le.l Dotal•A•-Not to Seale .n�ly, OW0Yp odMl Ww.�a�F pro. of I lots 10-15 and a Patin of lot 1a Boa E V� Fq the eNdea4 a n. time of .Surrey. I6'11 F1almnls LL0. 'B^� TWI.A Rom 17.Pro..Man.F str.l Abet of sway IF. Let BloYI Doc Mo. M115e,0.P.R.N.GT. Urban V �` n tn. hNma1M Y a. ..✓beam ,Yam Me bdlFp p` Deed No.2N2008s21,QP.eN.0.T. S,Ir eny e a Certificate: repo.Ww1.d F me Caere.or a red Bed Rellt tmcfks wawa a aanmy.,a . Su..n...awied..of cape.Mmpm,. Ott or II caw day 11,a No.boas.. add..of recent beet ['-1 e= Ta Castel KF0 Lt.. Amnon Ban.. N.A. and F1.1y / repairs N the rem.of Me surrey. Natl.This,won.: ALTA/,e'Sew MY b to certify lhdl Mb_mop a plat red Me our.an LAND T�r e yf • General Notes nF,It stna�ra o.lm R.a„x.nn in t. Tr,Msrdance with s mid • , qy�I 1p Ayy ✓ ,,,..1., ♦ *Towne.$'' Pe.surveys pbeay eN.rMed and adapt.by ALTA red la. s.r a{' •,,• 6 Pe •r ""'° '+�, t r �P •'.y� 1')Coordinate°esr.l.l�n,erwiaiT.ih South zm.ref..xmd ts.pea.ee1O;u, ^ Nsys,old FM...It.1.2.3.4,Na).7(a).a 9.It 13, �t% r•r,....., (�('y / j ,t- 1a 17,of Table A thereof. (1 A� RIM O04 `\ + `-i! M.Norm Amrbn Doom of 1pa3(2011)Epoch T010.00. J '+x ale! ` 044v r'war b,urY 21.2025 Of�r1R w �. 4 Y.ILaw our ' (p 2.)D turn of Ma.ore are now 12A.a to me Nam American vrtktl Da I a, l art caw completed n .A�'xY a... ,i w.a Nn \ Datum of Igoe NAWee Ord.12A Yn,raY 10 �� �h • . ,f�1 ( )• Dole of Rat a Yap: -Z025. _ !, ts n 'eAi TIMN Number:2552450199.OI/24/202i - 4 eM �NN[�e4 goal Y,ROM or i r 1)Some feature.imam an Mb Survey may.al of scale fa clarity. b,% ` uh^p M"^.. ".j' 118B0 GenNl.Ave Suit*12q Dallas Taw,T52U. may' ',.. , .Pew I_y Yy we nn *1,�{ Sup Pone No.I-8E0-3e4-83n a '�Fl red ��` /' A)Emeollane perb,Fa to a,c.and Ye.al Lem.RI.. Royally - ,` red/a Rrrwlye we not rew..ed to determine If they de er de not Texas 811 Wilts,Note: r w•..e,M N err c `� ,r f• y , aryl M.Subject TrwL f s..,•,::.".•ai:u.a.r.... e An B,utIlty locate nip.N wade man.and molMg.rand al Me NI.If �r anayry,now ben noted. AN nargrwne anMy r not.Mom red vruere, , ]' i2.p°Mr..Rms.N ate.web rww ° m F.lion.al Me olio may not nod underground Pah.accurately. 7.m4.document ebW cot 0.nerd.. ,M! 1 0 41 4-1 04 38 South Padre Island Dr. Locking ecalalln,the.act I.N.of w ev Pup. .ea wan l sae a.aced r gamut y rr.I e e.. y .rgrea. baby✓cannot a Hoar up.r.final. document. }p?(( { '?' 1017-1021 Waldron Rd. wed s• complete,.ne wlWy depicted from y pray be Io .a aMr.y memo.utility lame✓.✓Vets eon.r.yon may 0.19naed a DR OAN SCALE:1•.JO',JOB p)(}001aT1 Ilo p` y -xi. „'ti Corpus Christi, Texas 78418 ,sent F o,F0onpl.te roman. saw V. 00.51 • )•-,-/'".Ewa•, !`•a..::.s'.'R� i a(a, .. RP.LS.No.E192 171Ne D( _DATE:02/Dr/255MEET: : I WI /, if• \\ Rnrn..ars SCOW 1.DIM PLANS ARC BASED ON ME MTA/NSPS UM 1111E 'S 4 . - ,e Call,l,P v°. ° ARES esrs PROJECT IAMB OARED 02/0]/M) N28'41'37'E// _ �: '1^ 2725 MATNER DR CORPUS OPIST,Tz 787w % I• R'(Df / / 811. x.PRIOR>o CONSiMUCDON.CONTRACTOR ro mll]Ac]AK / WSW ENGINEER MO ARCHITECT A melee THAT DES yy /b CIMAROM FROM TE INIST CURRENT PET O!MANS MUD % rA/r O� NOTE: S Q tl CPIIRACNR A RESTORE M.OFF-91E AREAS 4 k r T. / NM TOR!SEED(TYPICAL). IXR 21.1E PAnb10 YY g . AADDAAtnsA4a L pVq SPACES A ` osTe Odyf. \ 1 •� �' c NOTE TOTAL LOT A%U - 1.7M AC. Y�O/I ` • \\ ♦ ••v \ ../\S67.);;",,. IOQ A RAN MOR W ON 31QT L-3 FOR AREA IIp1ANIDwIOT AREA 053 AC. - 6A]AC 1 ` a:•'rc, . NL MRAf MD1FD A3•STORE'(TTM1Lj • O jet /o+� ���" �„ F 3s LANDSCAPE REQUIREMENTS For- () f P . .�. ,./ .. 909• FPmoy ZONING: Q \ CC-1 OPERA • FA SAAs �A j� t. \ \1 �pK : SDUTN PADRE 01N0 DIM(SODTN-PROMPT) xt510 Si. F `` °.( • !TORN omL(EAST-S[tOO�M16 SAP SF. •• �. \•� °`]6 YMrAT YAM IA'DSCPDD RECLAIM PROPOSES •• 'V A • S.PANE MAID DIL(SI .ta»Sr(IS� TAB S!.(JS[) @@/°'(! \ AO \�� � SWEET rAYMo.,..(L7- 96 X 91. ir.(SF. 1SAl S!.(xvEJ E M, \ \ SAO x Ot Tlb%O6-STSS Sr' M REQUIRED PROPOSES S ZONING: 6, �A.% ,J rY[. .l.• • S.IIP•ADIQ ISLAND 2(5�3 b62 PUS A620 PUS p(�LL • CO-1 015115145. wA OpYIOK 4,'� ' A \ \ ,.,k'', \ A .1. \ • FAWN x Oi0-1062 x De ICLO P S• xno PT. 3 r5 w m @ F PPGOr> / / \\ 0b0 • •'• ••?•\ • S PMRE ISLANDrORM(5) 1 AM PM Q 01 t O n•C 6 iRY A.• (IS)TREES O IV OM.AD Prs%a-m0 Pn y{`�J �soal� ,yam 'P • ♦. • (M))4HMlB5•5 CA_J PTI z 22-SS PS Oj"i P •✓/ %.• \. A)SHRUBS•S DAL 2 PM.x y-56 PTSJN]/` /' :'' •`,•% . •• 4'7 • RA P.(ElAIS P 1 W.1 PL z 1m-1m PRo%[0 �' / -*!'.�.:.: •; ) •�, . •• _.\ •.1 1 rA1M MRVE(E) am mv^ $w ~7� \\\ (x)1R[B•ES•Gl.omiE.APR 1• • • \•. (((%)9RRIB5 5 GL S Pli% -117 PUS /.R / 000019BOAL •• •. • . \'• • AWs w)PDmNMs•t mar -n.x a.a r1s !)TREESPONT•z0 CAL AD P15.Xa PTS • 1 �1.• • S)SHRUBS•S GAL S PM.x 1A-A06 PS NOp41 /—/�`•' I '•: 1/ ''` •w••' :7(6 '# ]R 9MU15•1:3 IRS Z A-T6 Ili /.•• • • _.>'��/1••�•�/ \�i i 1 MS)KRONA. GM 1 PT.%:b-MS ITS. I. - :Zt;E11NG: •'I .. •�'A• Vy 'CMLUAT%M ACCOUNTS FOR REDOCIOE FOR SECOMARY SWEET •R°�DyooALD�O Ao • • }',�1;P` Y�`` �1 1 1 MONTAGE am MOM a REWIRED AREA•IDM S). v � .. . \ . • aTw � 61;•1,`1 I NOTE: `\ \ (I/ i `- - • `+,•".•I ( 1 j .L AND APE°EiAU.INT.L-E FOR PdN drill \. • WLd tE , x , w .S, *r 4 . 1. ,, i ., ,_6 PLANT LIST .nRl- lA, . - . Z 'E` • ,.....«-..-.... w..,,...wN...., a S .\ �y��®'1, i i �►�` '��• I O ER x"D W ... ..,,.;..:E,s < ^, K • ZONING:7IA \'YL 't• > *, 11 ice'DSNDes JOSPH DMA j DARro asa.Mc \_�� Inn ,I ...Ia..•r......... .......• �w� NOTE: N 1wi DONTRAcsim A 1WACH ALL PLINY WM _�/•.L• w1ruu.au nt N.NY,LbMAoW $I1AN xoa nO `\ l 1 '• 4 ... - NOTE: `\•\, I� R� ill'E I I I . i...����• � 16 k.I a RRRl ll d CONTRAC1011 A WWI ALL PLANT WEDS !r f. (1AdUSIM AM OOSTRO7 WM MICE 9�om \.) `� �� I I 11D1E AU.NY REOYAIMM PROVIDED BT NATFRYMN FN9NEF1RN0 �' pp W HARDWOOD MK DABS I M CALM MO \ \ I j ROOIMLTS(e.A)5]>-leDo PER PROJECT MOWER 2PrDD2 b N.Q SPAM MAR ABERE AMICABLE(TWA DWI I V) AS OTIANSE NOTED. \. � - () R me5's. \ . �.. \\ �I LANDSCAPE PLAN L-1 Z 3 a9 LANDSCAPE NOTES 1. NIL RAM WIOWL WO E HOW A M ME O n NM MM. BUMPED ONSTAL nMa mN M A.WM E a IN�MOOED KON SE .MM.SET PONDS NY M MICR MOM P NERICAN mNOND PN NNMRT PEER MEMO r PEON' {p Z RANT SUM CALLED OUT ON MS PLAN Ale DE.111011 ME ME ro M E PIA 1.01 i.11 lO ET M SEES MM.MALL BE REJECTED AT PLASM q. ME OPEN...M COORA:IOL C®i a DO M INO. PLAINT LSr PRICED M 10 AJORES AS KM.01 E L f 6 FOR CO M ENOM SLISSTITUTIMS MOT It WOE NOWT M APPROVAL OF M A LVON E MO I P00016611. 1M MAIL I011.ALL APRRONAR NAMES.MO UMW LetA7010 PRIOR TO C06EOIOL COMMODR SHALL MT KM ILLY MEN R OM NA ELMS WE KIDS LOCATED.CONTRACT. Y RA F.ALL N.M.NO IM MO PRIM 70 C016.161110.6µPUNS 0. COMIRACTN E 16HnOE FOR PRORCIM ALL MOM MI.. o MGM..M)L ONO.ALL DAME MALL E ROOMS TO A TEN 9- atwi oeMoo�r COMMA ACCORDANCE NM OR M TO M S AT CC6f ONaI • M WEN.(con2TE NOOMMATE SIDE CRUSES Prepared For: Km on SO 1NT 70.Or1a AS AL TT. RM ETC.)SHALL E ROOKS MUMS NOB.CMr.PRIOR ro - �'O w imR RAMO MO NEM E M IE9A®IIIY R M M.MNOAAPE COMIR.MCM. an ROM O ONA. a EN LANDSCAPE MS FM PERAIS MOLL E WOO LED WM OAEDI name OOP SOLS E EMAL SHALL SE ROTOR/.MO ALL MOMS ND ANNUAL MroiSE 1. NW MMEM wJMLAR KRIMiMLL AAPPMED All NMIK MOO Om Roam or ow No le AND MON.KANTTO BEDS AT M ECOMMED WOE AND MOLL WORK'oloos co W1ENK xTNIID.M AMR fCE WORE WORE M POINT lallomm moo or me CNMTWCMOR TO MON. MIN.EATON.w ALL PLwbwN .1 MMNu moo ru MTNLLMON 10 ONE All.AN MOMS WYE r o moo woo R MP ®I MO M MORO IKON BALL F MP M RAW ND ARMS AN TO E IMMO EM Y Cr 00RE2 LL c ®TREE PUNTNC DETAIL 1 SO NNDEKD MACH AND PEAL E SOMA=11.1 A•ADE LL NOT TO:..•IRE bar MC NANNY RALrr W1wN. a EEDa TPLC.M]ONT6n/MOMS TO TURF MEAN ALL wwnMO ED6 0�' _Q A/R�rIBNN FINAL WOE( EillroiOjE....I MLCIED=BOwK p X m 1= OMB F y8.- I SEMEN AREAS ME N E A COMM NM NUR m' Da t.PO NNO PONONYOE M VONT OS OaOA Elan $. Q UNLESS OWNS.WELL COMM.6 ESM®1£Re MEMO N g LL 1 U ALL CN POLID WO NM MR MR ME CP MTN.E THE MID AM MyB SCO MID M OR A DOE WIbM SOP •MIAAL'IOR MALL AERNT AID USE i I� E IL PAPAS TOE MOEN MALL E NM N•.PPROLM IbsbASS SO 0 UR SSf .. PENDE SOD MALL E 1BPMY M WOO.EAE MAT HAS • 2 O AL PM OEM LOCALLY ro M PROEM ElE SOD MST E WOE.FM EOEO EANab PEE TO IIRPOET WTTIN AM E WOW t S Em L IMPASIMD RWR SW SHALL EPIM a DEAL MECO < r PM NEwoo � b max cows E E IREO M N LEM WOOL TOfRR/JO p Pm 0011.1.7111.0 Tr SCD MALL E KLIVEED.NSTALLm.NO WOOED MIN SI KUM 10EQA,IEN3 CO NO NOMED N KMm M Mim TOWN Nis (Py WDNEaIT AT A "'^` � MOORS a Mnbtss P.�Ill t.Y s SOD n mEED)N+* Maw po M,S m TBOOEn� A MOMS 1EOSSARt'FOE PLANT NAERT. MAR BE NOD.SUMO INa TOMO MOST EACH OHM EAMON,01100010 OR OM ILAPPNO.SW STM[S MOLL LED ON ALL MOO el OR ALL I wiId' 1a Cum ra. MMN.cIDR ISM'armMUMNw(NnDDm ORwerewo wee* ,m.uu or.nb U.110019)AT AA MIKA.ro M MO N.CONIIM wm 011110111. ®SHRUB PLPLANTNG DETAIL non NAM._me wartms pa 1A m MONO RAN ONEIDAMM MOM E Del MS PIAN b NlDOEN mm MR WY -• NM By UK CPO' ANT CLAM AMR DE wTERIK DESCRIBED HERON .SAPM1 Or ANY w THE PLANT WE 16 KL 110.0I970/1167 PANT WOOL MST E INSTALLED WORMY ■ FR.ITO MONK LOCATOR UNLESS MIMIC Z §NMadAxaN MONEM D R NM M L AMr so oomm T U f s e l PONTOrr OF THE W w 1NR SMEIME E.10 ME Z W A 3 TNMc ARCNIFCT/DEM0m TO WOE NLIEISAIIYE 0 O t NUSILITTmNMAC a Tr0PR DOME OM mYSOEL NSWNni 1M°THE MEMO NIw16 W M F 1 OPEN 170 MOLLOY. M OE RANT Si MELTED Q U i 10.OONIFA(10RR I REIDAOE KO ALL RANT WEI..NORMS S ROE 0 p moo moon op. MIL O1MN1E IMDND.RAMS WT MT E SM.Woc I x Ma (MESS APPROVED In M AAOMOPE AKMECTNDMOER U Ia NNIRACICR ro COMM.MO WORK NM LOAN MR R MNMAL M SUR PRM M MC OF DOTAwDOL IMINS OW now ow 10. COIE.CM n IE]M6B{F PM MONO FOAM UM APED W W _. .vm MONO SY M LANDSCAPE OONNNO]TOR M MOM 11.17 1011 3d me▪a Er Woe^ MEON 0 IMP RACE MN.. =I' m Morro NULL E ETIOONE FOR ERNMENMO M MIE POE ro (yQJ . PEPNMC M.TO RPYE W NM M SOME SITE COMM. O xEx PERENNIAL PLANTNC DETAIL Et.M COMMON MALL nEm1 ALL OMR.WIMP.MO MOMENT z a 3 NOT TO Sr.,.UK OW ME HMO RANT WNNR. IMEL]SMT FOR M COMMON O<NL M BE.aMDNx M M g.d I. nun EL M MIAL EMM AND Nmnu1M CP M MOM.ST6TM MALL E L ` • C WALL RAN TAT WISN.OIES M it! WO COMER ALL WOSCWE AREAS M MN.STSTd MALL W ADE RAN mEPS MOM.CAMEAC SR MOLL PRIME N M �AI��� KILT Oi M MAIM.SYSTEM POI O ER REVIEW AND APPROVAL " ` .I. ONM.MCm MOLL OJARANOE POLKENANE PARIS.NO LABOR PM A ,E� PERW CR 1 WAR OW M CAR K MAL APPROVAL Nr0 M.PRIDE 1017S.Y E-]READ PER M MOOING MOO OTERNE ;I 41.JL ▪>M N CRASS OR SCO AEA] I.* 7^� 4: C0.. WAL 9 WORM N RANO O AEA] •�43. N13 4. (A Y IN NLNM SMPE ELME SA BOSAITE I MOIRRM CUTE OEM O LL ROM RI SE INSTALLED N . -' a ! 1 B J Au AREASM 10mr.'Tow SM MALL E T-S•.OM %"I. - -1 -R F PEAK MM O ESTMRD)MALL E Y MDN MOOR ORES I0 0 01 e Ci C R O W JOSEPN D.DOOR n..A A OANTO OEMM.INC.((NMINB-Nnl H i g i l 10W. NRNb,E W..m.LA..„. R..T Rosen •room L i LANDSCAPE DETAILS L-2 o Pems. 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In m to to to I, Oa ++ m to to to S. m i\.,�s\is t3 t, t, to . to to to to ), to A. L La to m 1, m to to to toe to m to to . la , , . a. �5 �a � i9 AI �\\`to to no 10to to 4 4'a m m m m , m 1tt ei..ea•:, el � �lTTT A•. ,P',r�" 14� tB ePa ea m um to to to to m la to to to to to to to to to to to to to to to to i 1 1 to to to to SOUTH PADRE ISLAND DRIVE Cale,nao.Surea.. Lob. EAIOTYP9 Urns Avg RAI Avg/eta Name. 5,1 For quotes, please contact PHOTOMETRIC EVALUATION BTuarc e -----NA --' WALSH, LONG & CO NOT FOR CONSTRUCTION PAVED AREA Bw.,aae. PE 3z, as m ..m Bim -- quotes@W 0.151'11On9.00111 ru.r. uP.,m,.a m.u,e.,u 1+.,.9:r. rSa mr,w B 3aO; i,fl .A.S / Symbol 0<y Lobel M rpnwn< Description Mwntbp Ne�nt Luwa Watts - 0 ~r ! St. SlNLED-tel-SLLKr50-,0ER1-tL ''• sew!• AN-LCO-IOL-SLSS-50-30C01 16 P0.E2'BASE 1000 18904 135 B]-U0L3 -IGN1ING PR0PO0$ . LO-16 279 0-1 PAPUA PRIM.TX ........ry-- aPn..,—..., ,.a.. a�.b n of ene.n0, t ta» ueieo ar,converted PM-,a.nr,Ya000„�....a.Apes one.P�a,.,a0. - 0°"� I .. EXHIBIT 3 Engineers Estimate of Probable Construction Cost for Public Sanitary Sewer Improvements Wendy's Flour Bluff (Corpus Christi) 8/6/2025 Based on Final Engineering Plans Dated 7/28/2025 prepared by: Robin Ersfeldt 4s6rmark ngineer=ng RESOURCES. LTD Project No. 25-002 Sanitary Sewer Item # I Description Quantity' Units Unit Cost Total Cost 1 Connection to Existing Manhole 1 EA $1,600.00 $1,600.00 2 8" PVC Sanitary Sewer • 139 LF $39.00 $5,421.00 3 48" Sanitary Sewer Manhole 1 EA $2,500.00 $2,500.00 4 Trench Backfill • 90 CY $30.00 $2,700.00 I Subtotal $12,221.00 Subtotal $12,221.00 10% Contingency $1,222.10 Grand Total $13,443.10 Page 1 of 1 EXHIBIT 4 Gol' cyRs Disclosure Of Interest • & , Development Services Department 7852 % Pursuant to City Ordinance Sec 2-349, as amended, all persons or firms seeking to do business with the City a r e required to provide the following information. Every question must be answered. If the question is not applicable,answer with "NA". 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". 1. Employee Name&Title: N/A ; Department: N/A 2. Employee Name&Title: N/A ; Department: N/A 3. Employee Name&Title: N/A ; Department: N / A 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". 1. Official's Name&Title: N/A ; Department: N/A 2. Official's Name&Title: N/A ; Department: N/A 3. Official's Name&Title: N/A ; Department: N/A 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". 1. Board Member's Name&Title: N/A ; Board: N/A 2. Board Member's Name&Title: N/A ; Board: N/A 3. Board Member's Name&Title: N/A ; Board: N/A 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". 1. Consultant's Name: N/A ; Firm: N/A 2. Consultant's Name: N/A ; Firm: N/A 3. Consultant's Name: N/A ; Firm: N/A Person's Name: Kendall Welfel Person's Title: CFO Mailing Address: 5601 SPID, Suite D Box264 City: Corpus Christi to TX Zip: 78412 E-mail Address: kendall.welfel@coastalkingltd.com ; Cell: c281_)f0 .9_802 Firm (IF APPLICABLE):_Corporation; Partnership;_Sole Owner;_Association;_Other: 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 th:r ,: ;:: 5t1 City f C Chri , Tex as c nn e /2.r. re: � �"" ; Date:07 t30125 Nueces County Kara Sands Nueces County Clerk *VG-50-2025-2025028889* Instrument Number: 2025028889 Official Public Records AGREEMENT Recorded On: August 12, 2025 03:34 PM Number of Pages: 32 " Examined and Charged as Follows: " Total Recording: $140.00 ,,,,,,, STATE OF TEXAS POOCo( 11 Nueces County fc, .4, 100 I hereby certify that this Instrument was filed in the File Number sequence on the date/time %„ ,jam „,; printed hereon,and was duly recorded in the Official Records of Nueces County,Texas r/\a Qi S 4% II'�° 1/4-1' Kara Sands t1E,,-- Nueces County Clerk G 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: 2025028889 DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20250812000153 2406 LEOPARD STREET Recorded Date/Time: August 12, 2025 03:34 PM User: Lisa C CORPUS CHRISTI TX 78408 Station: CLERK06