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C MILE 13 1/2 NORTH ROAD
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SITE LOCATION
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LAS TORONJAS SUBDIVISION
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N 00°34'11" W 1320.00'
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N 89°25'49" E 1320.00'
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S 00°34'11" E 1320.00'
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21,924.00 SF
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25,473.00 SF
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50' R.O.W. / 660.00'
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50' R.O.W. / 1,047.00'
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SUEMAUR EXPLORATION & PRODUCTION,, LLC GAS LINE (AS PER GAS MARKERS) DOC # 1219104 O.R.
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ELISEO CANTU DOC # 2446462 LOT 112 LA BLANCA "B" SUBDIVISION VOLUME 1 PAGE 33 MAP RECORDS
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LOT 112 LA BLANCA "B" SUBDIVISION VOLUME 1 PAGE 33 MAP RECORDS
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BM # 1 TOP OF 1/2" ROD ELEV 74.67 NAVD 1988
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S 89°25'49" W 1320.00'
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PROP. 45' ADDITION DRAIN DITCH R.O.W. DEDICATED BY THIS PLAT TO DONNA IRRIGATION DISTRICT No.1
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LOT 126 LA BLANCA "B" SUBDIVISION VOLUME 1 PAGE 33 MAP RECORDS
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P.O.B. N.W. CORNER BLOCK 123
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N 54%%D44'3" W 341.32'
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N 37%%D16'40" WE 235.03'
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BM#2
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LOT 122 LA BLANCA "B" SUBDIVISION VOLUME 1 PAGE 33 MAP RECORDS
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SUEMAUR EXPLORATION & PRODUCTION,, LLC GAS LINE (AS PER GAS MARKERS) DOC # 1219104 O.R.
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JOSE MARIO GONZALEZ
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GENERAL PROFESSIONAL CIVIL ENGINEERING SERVICES
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P.O. BOX 3422 McALLEN, TEXAS 78502
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(956) 630-2125
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410 E. DOVE
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FAX (956) 630-2219
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(FIRM REGISTRATION #F-1334)
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LOCATION OF SUBDIVISION WITH RESPECT TO THE EXTRATERRITORIAL JURISDICTION OF A MUNICIPALITY: VALLE MESA ESTATES SUBDIVISION IS LOCATED NORTH OF MILE 13 NORTH ROAD 12 NORTH ROAD APPROXIMATE MILE WEST OF FM 493. THE ONLY NEARBY MUNICIPALITY IS THE 14 MILE WEST OF FM 493. THE ONLY NEARBY MUNICIPALITY IS THE CITY OF DONNA, ACCORDING TO THE OFFICIAL MAP IN THE OFFICES OF THE SECRETARY OF THE CITY OF DONNA (POPULATION 17,429 - 2015 CENSUS) AND HIDALGO COUNTY PLANNING DEPARTMENT. THIS SUBDIVISION LIES WITHIN THE CITY'S 3.5 MILE EXTRA TERRITORIAL JURISDICTION (ETJ) HIDALGO COUNTY, TEXAS UNDER LOCAL GOVERNMENT CODE 42.02 PRECINCT. No. 1.
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SHEET 1
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SHEET 2
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SHEET 3
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DRAINAGE REPORT INCLUDING DESCRIPTION OF DRAINAGE AND HOW IT WILL SERVE THIS DEVELOPMENT; MAP OF TOPOGRAPHY AND DRAINAGE, AND ENGINEER'S CERTIFICATION; REVISION NOTES; & CONSTRUCTION DETAILS.
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WATER DISTRIBUTION AND OSSF MAP; TYPICAL WATER SERVICE CONNECTION; REVISION NOTES; ENGINEERING REPORT (ENGLISH AND SPANISH VERSION), INCLUDING DESCRIPTION OF WATER AND OSSF AND ENGINEER'S CERTIFICATION (ENGLISH AND SPANISH VERSION); OWNER'S DEDICATION, CERTIFICATION, AND ATTESTATION; TYPICAL WATER SERVICE CONNECTION
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HEADING; INDEX; LOCATION MAP; AND ETJ; PRINCIPAL CONTACTS; PLAT WITH LOT, STREETS, AND EASEMENT DESIGNATIONS; LEGAL DESCRIPTION (METES AND BOUNDS); SURVEYOR' S AND ENGINEER'S CERTIFICATION; PLAT NOTES AND RESTRICTIONS; OWNER'S DEDICATION, CERTIFICATION, AND ATTESTATION; COUNTY CLERK'S RECORDING CERTIFICATE; HIDALGO COUNTY JUDGE CERTIFICATE OF PLAT APPROVAL; DESCRIPTION OF LOCATION OF SUBDIVISION WITH RESPECT TO THE ETJ OF A MUNICIPALITY AND DESIGNATE THE PRECINCT THE PROJECT IS SITUATED; H.C.D.D. NO. 1 CERTIFICATION; H&CCID#9 AND HCHD. REVISION NOTES.
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INDEX TO SHEETS OF VALLE MESA ESTATES SUBDIVISION
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OWNER:
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ENGINEER:
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SURVEYOR:
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PRINCIPAL CONTACTS:
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Name
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Address
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City & Zip
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Fax
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Phone
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%%U KYNDEL W. BENNETT, BENNETT-FLORES
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%%U KAMBIZ S. KHADEMI P.E. %%U
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%%U JOSE MARIO GONZALEZ R.P.L.S.
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%%U P.O. BOX 365
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%%U24593 FM88
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%%U 410 E. DOVE AVE. %%U
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%%U LA BLANCA 78558
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%%U McALLEN 78504 %%U
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%%U MONTE ALTO 78538
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%%U (956) 464-4431
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%%U (956) 630-2125 %%U
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%%U (956) 380-5154
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%%U (956) 464-2597
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%%U (956) 630-2219 %%U
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%%U (956) 380-5156
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%%U INVESTMENTS, LLC.
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VALLE MESA ESTATES
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PREPARED BY: K K ENGINEERING CONSULTANT
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DATE OF PREPARATION: MAY, 2019
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40.00 ACRES BEING ALL OF BLOCK 123, LA BLANCA AGRICULTURAL COMPANY'S SUBDIVISION "B", HIDALGO COUNTY, TEXAS AS PER MAP RECORDED IN VOLUME 1 PAGE 33, MAP RECORDS OF HIDALGO COUNTY TEXAS,
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HIDALGO COUNTY DRAINAGE DISTRICT No. 1 HEREBY CERTIFIES THAT THE DRAINAGE PLANS FOR THIS SUBDIVISION COMPLY WITH THE MINIMUM STANDARDS OF THE DISTRICT ADOPTED UNDER TEX. WATER CODE 49,211(C). THE DISTRICT HAS NOT REVIEWED AND DOES NOT CERTIFY THAT THE DRAINAGE STRUCTURES DESCRIBED ARE APPROPRIATE FOR THE SPECIFIC SUBDIVISION, BASED ON GENERALLY ACCEPTED ENGINEERING CRITERIA. IT IS THE RESPONSIBILITY OF THE DEVELOPER OF THE SUBDIVISION AND ITS ENGINEER TO MAKE THESE DETERMINATIONS. HIDALGO COUNTY DRAINAGE DISTRICT No. 1 ____________________________________ ________ ________ RAUL SESIN, P.E., C.F.M. DATE DATE GENERAL MANAGER
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STATE OF TEXAS COUNTY OF HIDALGO UNDER LOCAL GOVERNMENT CODE 232.028(a) WE THE UNDERSIGNED CERTIFY THAT THIS PLAT OF THE VALLE MESA ESTATES VALLE MESA ESTATES SUBDIVISION WAS REVIEWED AND APPROVED BY THE HIDALGO COUNTY WAS REVIEWED AND APPROVED BY THE HIDALGO COUNTY COMMISSIONERS COURT ON _________, _____ _____________________ ____________ HIDALGO COUNTY JUDGE DATE DATE ATTEST: ______________________ ____________ HIDALGO COUNTY CLERK DATEDATE
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PLANNING & ZONING COMMISSION CERTIFICATION I, THE UNDERSIGNED, CHAIRPERSON OF THE PLANNING AND ZONING COMMISSION OF THE CITY OF DONNA, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT KNOWN AS VALLE MESA ESTATES CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THIS CITY WHEREIN MY APPROVAL IS REQUIRED. THE ______ DAY OF ________________, 20__. ________________________________ CHAIRPERSON-PLANNING & ZONING COMMISSION
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STATE OF TEXAS COUNTY OF HIDALGO OWNER'S DEDICATION, CERTIFICATION, AND ATTESTATION VALLE MESA ESTATES L.P. AS OWNER OF THE 40.00 ACRES TRACT OF LAND ENCOMPASSED WITHIN THE PROPOSED VALLE MESA OWNER OF THE 40.00 ACRES TRACT OF LAND ENCOMPASSED WITHIN THE PROPOSED VALLE MESA VALLE MESA ESTATES SUBDIVISION HEREBY SUBDIVIDE THE LAND AS DEPICTED IN THIS SUBDIVISION PLAT AND DEDICATE HEREBY SUBDIVIDE THE LAND AS DEPICTED IN THIS SUBDIVISION PLAT AND DEDICATE TO PUBLIC USE OF STREETS, PARK, AND EASEMENTS SHOWN HEREIN. I CERTIFY THAT I HAVE COMPLIED WITH THE REQUIREMENTS OF TEXAS LOCAL GOVERNMENT CODE 232.032 AND THAT: (A) THE WATER QUALITY AND CONNECTIONS TO THE LOTS MEET, OR WILL MEET, THE MINIMUM STATE STANDARDS; (B) SEWER CONNECTIONS TO THE LOTS OR SEPTIC TANKS MEET, OR WILL MEET, THE MINIMUM REQUIREMENTS OF STATE STANDARDS; (C) ELECTRICAL CONNECTIONS PROVIDED TO THE LOTS MEET, OR WILL MEET, THE MINIMUM STATE STANDARDS; AND (D) GAS CONNECTIONS, IF AVAILABLE, PROVIDED TO THE THE LOTS MEET, OR WILL MEET, THE MINIMUM STATE STANDARDS. I ATTEST THAT THE MATTERS ASSERTED IN THIS PLAT ARE TRUE AND COMPLETE. ____________________________ _______________ KYNDEL W. BENNETT, PRESIDENT DATE DATE VALLE MESA ESTATES, L.P. A TEXAS LIMITED PARTNERSHIP BY VALLE MESA ESTATES GP, LLC., A TEXAS LIMITED LIABILITY COMPANY ITS: GENERAL PARTNER BY: KYNDEL W BENNETT, PRESIDENT P.O. BOX 365 BOX 365 LA BLANCA, TX 78558
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STATE OF TEXAS COUNTY OF HIDALGO BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED KYNDEL W. BENNETT KYNDEL W. BENNETT KNOWN TO ME TO BE THE PERSON (S) WHOSE NAME (S) IS (ARE) SUBSCRIBED TO THE FOREGOING INSTRUMENT. AND ACKNOWLEDGED TO ME THAT HE (THEY) EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE______DAY OF__________20____. ___________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES__________
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SHEET OF
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HIDALGO COUNTY CERTIFICATE OF PLAT APPROVAL I THE UNDERSIGNED CERTIFY THAT THIS PLAT OF VALLE MESA ESTATES VALLE MESA ESTATES SUBDIVISION WAS REVIEWED AND APROVED BY THE HIDALGO COUNTY HEALTH WAS REVIEWED AND APROVED BY THE HIDALGO COUNTY HEALTH DEPARTMENT ON,______________, _________. . . . . . . . . HIDALGO COUNTY ENVIRONMENTAL HEALTH DIVISION DATE DATEDATE
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FILED FOR RECORD IN HIDALGO COUNTY ARTURO GUAJARDO, JR. HIDALGO COUNTY CLERK
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BY:%%U %%U DEPUTY
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OF THE MAP RECORDS OF HIDALGO COUNTY, TEXAS
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INSTRUMENT NUMBER%%U %%U
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ON: %%U %%UAT%%U %%U AM/PM
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LEGEND
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SCALE: 1"=100'
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1/2" IRON ROD FOUND
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SUBDIVISION
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1/2" IRON ROD SET
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GENERAL SUBDIVISION PLAT NOTES 1. MINIMUM FINISH FLOOR ELEVATION SHALL BE AT 24" ABOVE THE TOP OF THE MINIMUM FINISH FLOOR ELEVATION SHALL BE AT 24" ABOVE THE TOP OF THE STREET CURB WHEN MEASURED AT THE CENTER FRONT OF ALL THE LOTS. ELEVATION CERTIFICATE MAY BE REQUIRED FOR LOTS LOCATED OUTSIDE A DESIGNATED FLOOD ZONE AT THE TIME FOR APPLICATION FOR CONSTRUCTION TO VERIFY PRE AND POST CONSTRUCTION FINISH FLOOR ELEVATIONS. AN ELEVATION CERTIFICATE SHALL BE REQUIRED ALL LOTS WITHIN A DESIGNATED FLOOD ZONE AT THE TIME FOR A DEVELOPMENT PERMIT APPLICATION. 2. THIS SUBDIVISION IS LOCATED IN: THIS SUBDIVISION IS LOCATED IN: ZONE "C" AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN. FEMA FIRM COMMUNITY PANEL No. 480334 0425 C EFFECTIVE DATE: NOVEMBER 16, 1982. CONSTRUCTION OF RESIDENTIAL HOUSING WITHIN ANY AREA OF THE SUBDIVISION THAT IS IN THE 100-YEAR FLOOD PLAIN IS PROHIBITED UNLESS THE HOUSING QUALIFIES FOR INSURANCE UNDER THE NATIONAL FLOOD INSURANCE ACT OF 1968 (42 U.S.C. SECTIONS 4001 THROUGH 4127). 3. SETBACKS: SETBACKS: FRONT: 25.00 FEET AND 15 FEET FOR CUL-DE-SAC LOTS ONLY. 25.00 FEET AND 15 FEET FOR CUL-DE-SAC LOTS ONLY. REAR: 15.00 FEET OR EASEMENT WHICHEVER IS GREATER 15.00 FEET OR EASEMENT WHICHEVER IS GREATER CORNER SIDE: 10.00 FEET AND 20 FEET ALONG MILE 4 WEST ROAD 10.00 FEET AND 20 FEET ALONG MILE 4 WEST ROAD GARAGE FRONT: 18.00 FEET 18.00 FEET SIDE: 6.00 FEET OR EASEMENT WHICHEVER IS GREATER 6.00 FEET OR EASEMENT WHICHEVER IS GREATER 6.00 FEET OR EASEMENT WHICHEVER IS GREATER FEET OR EASEMENT WHICHEVER IS GREATER 4. GENERAL NOTE FOR SINGLE FAMILY RESIDENCES: GENERAL NOTE FOR SINGLE FAMILY RESIDENCES: NO MORE THAN ONE SINGLE-FAMILY DETACHED DWELLING SHALL BE LOCATED ON EACH LOT. THIS MUST BE STIPULATED ON ALL DEEDS AND CONTRACTS FOR DEEDS APPLICATIONS FOR CONSTRUCTION ARE REQUIRED PRIOR TO OCCUPYING THE LOT. NO COMMERCIAL SHALL BE ALLOWED. 5. CORNER MARKERS, CONSISTING OF A ONE-HALF (1/2) INCH STEEL ROD 18 CORNER MARKERS, CONSISTING OF A ONE-HALF (1/2) INCH STEEL ROD 18 INCHES IN LENGTH, WITH PLASTIC CAP STAMPED "RIO DELTA SURVEYING", HAVE BEEN DRIVEN FLUSH WITH THE GROUND SURFACE TO MARK THE CORNERS OF ALL LOTS. 6. THE FOLLOWING BENCHMARKS ARE IDENTIFIED ON THE FACE OF THE PLAT AND THE FOLLOWING BENCHMARKS ARE IDENTIFIED ON THE FACE OF THE PLAT AND ON THE ATTACHED ENGINEERING PLANS. -->B.M. NO. 1-ELEV. 74.67 TOP OF " IRON ROD. AT 20 FEET NORTH FROM THE B.M. NO. 1-ELEV. 74.67 TOP OF " IRON ROD. AT 20 FEET NORTH FROM THE -ELEV. 74.67 TOP OF " IRON ROD. AT 20 FEET NORTH FROM THE 12" IRON ROD. AT 20 FEET NORTH FROM THE S.W. CORNER OF THE PROPERTY AT THE EXISTING NORTH R.OW. OF MILE 13 12NORTH ROAD (NAVD 1988) COORDINATE: X - 1151837.13 Y - 16621780.68 -->B.M. NO. 2-ELEV. 72.75 ON TOP OF A STORM DRAINAGE TYPE "A" INLET B.M. NO. 2-ELEV. 72.75 ON TOP OF A STORM DRAINAGE TYPE "A" INLET -ELEV. 72.75 ON TOP OF A STORM DRAINAGE TYPE "A" INLET SOUTH EAST CORNER OF LOT 49 (NAVD 1988) COORDINATE: X - 1134224.91 Y - 16616928.38 7. IN ACCORDANCE WITH THE HIDALGO COUNTY DRAINAGE DISTRICT NO. 1 AND IN ACCORDANCE WITH THE HIDALGO COUNTY DRAINAGE DISTRICT NO. 1 AND HIDALGO COUNTY REQUIREMENTS, THIS DEVELOPMENT WILL BE REQUIRED TO DETAIN A TOTAL OF 89,387 CUBIC-FEET (2.05 ACRE-FEET) OF STORM WATER RUNOFF. 89,387 CUBIC-FEET (2.05 ACRE-FEET) OF STORM WATER RUNOFF. CUBIC-FEET (2.05 ACRE-FEET) OF STORM WATER RUNOFF. 2.05 ACRE-FEET) OF STORM WATER RUNOFF. ACRE-FEET) OF STORM WATER RUNOFF. DRAINAGE RETENTION IN ACCORDANCE WITH THE LOCAL REQUIREMENTS WILL BE ACCOMPLISHED AS FOLLOWS: (SEE SHEET No.3 FOR STORM SEWER IMPROVEMENTS.) 8. NO STRUCTURE SHALL BE PERMITTED OVER ANY EASEMENT. EASEMENTS SHALL NO STRUCTURE SHALL BE PERMITTED OVER ANY EASEMENT. EASEMENTS SHALL BE KEPT CLEAR OF BUILDINGS, SHEDS, SHRUBS TREES, AND OTHER PLANTINGS (EXCEPT LOW, LESS THAN 18 INCHES MATURE HEIGHT, GROUND COVER, GRASS, OR FLOWERS) AND OTHER OBSTRUCTIONS THAT WOULD INTERFERE WITH THE OPERATIONS AND MAINTENANCE OF THE EASEMENT. 9. EACH PURCHASED CONTRACT MADE BETWEEN A SUBDIVIDER AND PURCHASER OF EACH PURCHASED CONTRACT MADE BETWEEN A SUBDIVIDER AND PURCHASER OF A LOT IN THIS SUBDIVISION SHALL CONTAIN A STATEMENT DESCRIBING HOW AND WHEN WATER, SEWER, ELECTRICITY, AND GAS SERVICES WILL BE MADE AVAILABLE TO THE SUBDIVISION. 10. ALL PUBLIC UTILITIES EASEMENTS DEDICATED BY THIS PLAT SHALL BE A MINIMUM ALL PUBLIC UTILITIES EASEMENTS DEDICATED BY THIS PLAT SHALL BE A MINIMUM WIDTH OF 15.00 FEET AS PER THE HIDALGO COUNTY MODEL SUBDIVISION RULES. BY SIGNING THIS PLAT, DEVELOPER AND ENGINEER CERTIFY THAT ALL OTHER EASEMENTS SHOWN COMPLY WITH THE SIZE REQUIRED BY EACH UTILITY PROVIDER OCCUPYING AN EASEMENT. 11. ON-SITE SEWAGE FACILITIES (OSSF) NOTE: THIS SUBDIVISION SHALL USE ON-SITE SEWAGE FACILITIES (OSSF) NOTE: THIS SUBDIVISION SHALL USE ON-SITE SEWAGE FACILITIES IN ACCORDANCE WITH TCEQ AND HIDALGO COUNTY REGULATIONS FOR SEWAGE DISPOSAL. THE SUBDIVIDER IS RESPONSIBLE FOR PROVIDING AN OSSF ON ALL LOTS. A. OSSF SYSTEM IS BEING DESIGNED FOR DISPOSAL OF DOMESTIC SEWERAGE ONLY. B. EACH LOT ON THIS PLAT COMPLIES WITH THE MINIMUM 21,780 SQUARE FEET LOT AREA WITH POTABLE WATER SUPPLY. C. OSSF SYSTEM SHALL REQUIRE INSPECTION AND APPROVAL BY HIDALGO COUNTY AUTHORIZED DEPARTMENT D. SOIL ANALYSIS HAVE BEEN SUBMITTED TO THE AUTHORIZED HIDALGO COUNTY DEPARTMENT AND EXCERPTS MAY BE ALSO SEEN ON THE UTILITY LAYOUT FOR THIS SUBDIVISION AS SUBMITTED TO THE HIDALGO COUNTY PLANNING DEPARTMENT. THE ENGINEER HAS DETERMINED THAT THE SOIL IS SUITABLE FOR A STANDARD SEPTIC TANK AND ABSORPTIVE DRAINFIELD SYSTEM. E. APPROVED "OSSF" PERMIT APPLICATION IS REQUIRED INCLUDING INDIVIDUAL LOT PLANNING MATERIALS PRIOR TO OCCUPYING A LOT. 12. THERE ARE NO WATER WELLS WITHIN 150 FEET FROM THE BOUNDARIES ON THIS THERE ARE NO WATER WELLS WITHIN 150 FEET FROM THE BOUNDARIES ON THIS SUBDIVISION 13. KYNDEL W. BENNETT , THE OWNER & SUBDIVIDER OF VALLE MESA ESTATES KYNDEL W. BENNETT , THE OWNER & SUBDIVIDER OF VALLE MESA ESTATES , THE OWNER & SUBDIVIDER OF VALLE MESA ESTATES VALLE MESA ESTATES SUBDIVISION, RETAINS A BLANKET EASEMENT UPON EACH LOT FOR THE PURPOSE OF , RETAINS A BLANKET EASEMENT UPON EACH LOT FOR THE PURPOSE OF INSTALLING AN APPROVED OSSF ON THE LOT AS DESCRIBED ON SHEET NO.2 OF THIS PLAT. 14. ALL CONSTRUCTION SHALL COMPLY WITH STORM WATER POLLUTION PREVENTION ALL CONSTRUCTION SHALL COMPLY WITH STORM WATER POLLUTION PREVENTION PLAN (SW3P) REQUIREMENTS. 15. STREET & STOP SIGNS AND STREET LIGHTS INSTALLED BY THE DEVELOPER. STREET & STOP SIGNS AND STREET LIGHTS INSTALLED BY THE DEVELOPER. 16. FIRE HYDRANTS INSTALLED & PAINTED BLACK BY THE DEVELOPER. FIRE HYDRANTS INSTALLED & PAINTED BLACK BY THE DEVELOPER. 17. ALL LOTS SHALL HAVE A POST DEVELOPMENT FINISHED GRADE FROM THE REAR ALL LOTS SHALL HAVE A POST DEVELOPMENT FINISHED GRADE FROM THE REAR OF THE LOT TO THE CURB AND/OR ROADSIDE DITCH AT A 0.25 % SLOPE TO ACCOMPLISH POSITIVE DRAINAGE. THIS IS IN ACCORDANCE WITH HIDALGO COUNTY APPENDIX 5: COUNTY CONSTRUCTION SPECIFICATIONS 3.1.4. 18. NO ACCESS SHALL BE PERMITTED FROM MILE 13 NORTH ROAD ON TO LOTS 1, NO ACCESS SHALL BE PERMITTED FROM MILE 13 NORTH ROAD ON TO LOTS 1, 12 NORTH ROAD ON TO LOTS 1, 39, 40, AND 64. PRIMARY ACCESS SHALL BE FROM SUSIE DRIVE AND CHEVY DRIVE. 19. M.V.E.C. IS ALLOWED TO PLACE ELECTRICAL SERVICE POLES/LINES WITHIN THE M.V.E.C. IS ALLOWED TO PLACE ELECTRICAL SERVICE POLES/LINES WITHIN THE SIDE SETBACKS OF ANY LOT, AS NEEDED .
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STATE OF TEXAS COUNTY OF HIDALGO I, JOSE MARIO GONZALEZ, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT AND DESCRIPTION OF THE AS CORDOBA HEIGHTS SUBDIVISION WAS PREPARED FROM A SURVEY OF THE PROPERTY MADE ON THE GROUND UNDER MY SUPERVISION. DATED THIS THE ___________ DAY OF __________ 20___ _______________________________________ REGISTERED PROFESSIONAL SURVEYOR NO.5571 STATE OF TEXAS5571 STATE OF TEXAS STATE OF TEXAS
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STATE OF TEXAS COUNTY OF HIDALGO I, KAMBIZ S. KHADEMI A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. DATED THIS THE ___ DAY OF ___________________ 20___ ______________________________ REGISTERED PROFESSIONAL ENGINEER No.57767 STATE OF TEXAS57767 STATE OF TEXAS STATE OF TEXAS
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PLAT OF
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METES AND BOUNDS 40.00 ACRES BEING ALL OF BLOCK 123, LA BLANCA AGRICULTURAL COMPANY'S SUBDIVISION "B", HIDALGO COUNTY, TEXAS AS PER MAP RECORDED IN VOLUME 1 PAGE 33, MAP RECORDS OF HIDALGO COUNTY TEXAS, SAID 40.00 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A ½” ROD WITH CAP STAMPED “RIO DELTA SURVEYING” SET ROD WITH CAP STAMPED “RIO DELTA SURVEYING” SET RIO DELTA SURVEYING” SET SET AT THE NORTHWEST CORNER OF BLOCK 123, LA BLANCA AGRICULTURAL COMPANY'S SUBDIVISION "B" FOR THE NORTHWEST CORNER OF THIS TRACT OF LAND AND THE POINT OF BEGINNING; THENCE N 89°25'49" E, WITH THE NORTH LINE OF SAID BLOCK 123, A DISTANCE OF 1320.00' TO A ½” ROD WITH CAP STAMPED “RIO DELTA ROD WITH CAP STAMPED “RIO DELTA RIO DELTA SURVEYING” SET AT THE NORTHEAST CORNER OF SAID BLOCK 123, FOR THE SET AT THE NORTHEAST CORNER OF SAID BLOCK 123, FOR THE NORTHEAST CORNER OF THIS TRACT OF LAND; THENCE S 00°34'11" E, WITH THE EAST LINE OF SAID BLOCK 123 AT 1300.00' PASS A 1/2" ROD FOUND AT THE NORTH RIGHT OF WAY LINE OF SAID MILE 13 1/2 ROAD, AT 1320.00' IN ALL TO A NAIL SET AT THE SOUTHEAST CORNER SAID BLOCK 123, FOR THE SOUTHEAST CORNER OF THIS TRACT; THENCE S 89°25'49" W, WITH THE SOUTH LINE OF SAID BLOCK 123, A DISTANCE OF 1320.00' TO A NAIL SET AT THE SOUTHWEST CORNER OF SAID BLOCK 123, FOR THE SOUTHWEST CORNER OF THIS TRACT OF LAND; THENCE N 00°34'11' W, WITH THE WEST LINE OF SAID BLOCK 123, AT 20.00' PASS A 1/2" ROD WITH CAP STAMPED “RIO DELTA SURVEYING” SET AT THE RIO DELTA SURVEYING” SET AT THE SET AT THE NORTH RIGHT OF WAY LINE OF SAID MILE 13 1/2 ROAD, AT 1320.00' IN ALL TO THE POINT OF BEGINNING, CONTAINING 40.00 ACRES OF LAND, MORE OR LESS.
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RIGHT OF WAY EASEMENT KNOW ALL MEN BY THESE PRESENTS, that the undersigned, owners of the property shown on this plat, their successors, assigns, and transferees ( hereinafter called "Grantor"whether one or more persons are named), in consideration of one dollar ($1.00) and other good and valuable consideration paid by North Alamo Water Supply Corporation, (hereinafter called "Grantee"), the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain, sell, transfer, and convey to said Grantee, its successors, and assigns, a perpetual easement with the right to erect, construct, install and and lay thereafter use, operate, inspect, repair maintain, replace, and remove water distribution lines and appurtenances over and across the lands shown on this plat, together with the right of ingress and egress over Grantor's adjacent lands for the purpose for which the above mentioned rights are granted, The easement hereby granted shall not exceed 15' in width, and Grantee is hereby authorized to designate the course of the easement herein conveyed except that when the pipeline(s) is installed, the easement herein granted shall be limited to a strip of land 15' in width, the center line thereof being the pipeline installed. In the event the easement hereby granted abuts on a public road and the city, county or state hereafter widens or relocates the public road so as to require the relocation of this water line as installed, Grantor further grants to Grantee an additional easement over and across the land shown on this plat for the purpose of laterally relocating said water line as may be necessary to clear the road improvements, which easement hereby granted shall be limited to a strip of land 15' in width, the center line thereof being the pipeline as relocated. The consideration recited herein shall constitute payment in full for all damages sustained by Grantor by reason of the installation, maintenance, repair, replacement and relocation of the structures referred to herein, This agreement together with other provisions of this grant shall constitute an easement for the benefit of the Grantee, its successors, and assigns. The Grantor covenants that it is the owner of the above-described lands and that said lands are free and clear of all encumbrances and liens except the following: The easement conveyed herein was obtained or improved through Federal financial assistance. This easement is subject to the provisions of Title VI of the Civil Rights Act of 1964 and the regulations issued pursuant thereto for so long as the easement continues to be used for the same or similar purpose for which financial assistance was extended or for so long as the Grantee owns it, whichever is longer. IN WITNESS WHEREOF the said Grantor executed this instrument this___ day of _________________ 20___. ______________________ KYNDEL W. BENNETT, PRESIDENT P.O. BOX 365 LA BLANCA ROAD, TX 78558
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SET 60-D NAIL
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CITY MAYOR CERTIFICATION I, THE UNDERSIGNED, MAYOR OF THE CITY OF DONNA, TEXAS, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT KNOWN AS VALLE MESA ESTATES CONFORMS TO ALL REQUIREMENTS OF VALLE MESA ESTATES CONFORMS TO ALL REQUIREMENTS OF CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THIS CITY WHEREIN MY APPROVAL IS REQUIRED. THE ______ DAY OF ________________, 20__. ________________________________ MAYOR OF CITY OF DONNA
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LOCATION MAP
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REYNA MOBILE HP
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JOKYN JULIAN
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ARTSOB
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RINCON DE PALMAS
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R284600
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LOMA
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BLANCA
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L517000
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L5170-00-000-0001-00
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L5170-00-000-0003-00
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L5170-00-000-0012-00
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L5170-00-000-0014-00
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L5170-00-000-0015-00
AutoCAD SHX Text
L5170-00-000-0016-00
AutoCAD SHX Text
R2846-00-000-0001-00
AutoCAD SHX Text
R2846-00-000-0002-00
AutoCAD SHX Text
R2846-00-000-0003-00
AutoCAD SHX Text
R2846-00-000-0004-00
AutoCAD SHX Text
R2846-00-000-0005-00
AutoCAD SHX Text
R2846-00-000-0006-00
AutoCAD SHX Text
R2846-00-000-0007-00
AutoCAD SHX Text
R2846-00-000-0008-00
AutoCAD SHX Text
R2846-00-000-0003-00
AutoCAD SHX Text
R2846-00-000-0010-00
AutoCAD SHX Text
R2846-00-000-0011-00
AutoCAD SHX Text
R2846-00-000-0012-00
AutoCAD SHX Text
R2846-00-000-0012-00
AutoCAD SHX Text
R2846-00-000-0014-00
AutoCAD SHX Text
R2846-00-000-0015-00
AutoCAD SHX Text
R2846-00-000-0016-00
AutoCAD SHX Text
R2846-00-000-0017-00
AutoCAD SHX Text
R2846-00-000-0018-00
AutoCAD SHX Text
R2846-00-000-0019-00
AutoCAD SHX Text
R2846-00-000-0020-00
AutoCAD SHX Text
R2846-00-000-0022-00
AutoCAD SHX Text
R2846-00-000-0023-00
AutoCAD SHX Text
R2846-00-000-0033-00
AutoCAD SHX Text
R2846-00-000-0032-00
AutoCAD SHX Text
R2846-00-000-0024-00
AutoCAD SHX Text
R2846-00-000-0025-00
AutoCAD SHX Text
R2846-00-000-0026-00
AutoCAD SHX Text
R2846-00-000-0027-00
AutoCAD SHX Text
R2846-00-000-002800
AutoCAD SHX Text
R2846-00-000-0029-00
AutoCAD SHX Text
R2846-00-000-0030-00
AutoCAD SHX Text
R2846-00-000-0031-00
AutoCAD SHX Text
R2846-00-000-0034-00
AutoCAD SHX Text
R2846-00-000-0035-00
AutoCAD SHX Text
R2846-00-000-0043-00
AutoCAD SHX Text
R2846-00-000-0042-00
AutoCAD SHX Text
R2846-00-000-0041-00
AutoCAD SHX Text
R2846-00-000-0040-00
AutoCAD SHX Text
R2846-00-000-0039-00
AutoCAD SHX Text
R2846-00-000-0038-00
AutoCAD SHX Text
R2846-00-000-0037-00
AutoCAD SHX Text
R2846-00-000-0036-00
AutoCAD SHX Text
R2846-00-000-0044-00
AutoCAD SHX Text
R2846-00-000-0045-00
AutoCAD SHX Text
R2846-00-000-0046-00
AutoCAD SHX Text
R2846-00-000-0047-00
AutoCAD SHX Text
R2846-00-000-0048-00
AutoCAD SHX Text
R2846-00-000-0049-00
AutoCAD SHX Text
R2846-00-000-0050-00
AutoCAD SHX Text
R2846-00-000-0051-00
AutoCAD SHX Text
R2846-00-000-0059-00
AutoCAD SHX Text
R2846-00-000-0058-00
AutoCAD SHX Text
R2846-00-000-0057-00
AutoCAD SHX Text
R2846-00-000-0056-00
AutoCAD SHX Text
R2846-00-000-0055-00
AutoCAD SHX Text
R2846-00-000-0054-00
AutoCAD SHX Text
R2846-00-000-0053-00
AutoCAD SHX Text
R2846-00-000-0052-00
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J695000
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J6950-00-000-0002-00
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J6950-00-000-0003-00
AutoCAD SHX Text
J6950-00-000-0004-00
AutoCAD SHX Text
J6950-00-000-0005-00
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J6950-00-000-0006-00
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J6950-00-000-0007-00
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RE-SUB
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ENGLEMAN
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OF LOT 115
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RE-SUBDIVISION
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OF LOT 52
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A593000
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A5930-00-000-0001-00
AutoCAD SHX Text
A5930-00-000-0002-00
AutoCAD SHX Text
A5530-00-000-0003-00
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A5930-00-000-0004-00
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A5930-00-000-0005-00
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MONTESA
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M605500
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M6055-00-000-0001-00
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M6055-00-000-0002-00
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M6055-00-000-0003-00
AutoCAD SHX Text
M6055-00-000-0004-00
AutoCAD SHX Text
M6055-00-000-0005-00
AutoCAD SHX Text
M6055-00-000-0006-00
AutoCAD SHX Text
M6055-00-000-0007-00
AutoCAD SHX Text
M6055-00-000-0008-00
AutoCAD SHX Text
M6055-00-000-0009-00
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BON VIEJO
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PH.I
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B352001
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B3520-01-000-0001-00
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B3520-01-000-0002-00
AutoCAD SHX Text
B3520-00-000-0003-00
AutoCAD SHX Text
B3520-00-000-0004-00
AutoCAD SHX Text
B3520-00-000-0005-00
AutoCAD SHX Text
B3520-00-000-0006-00
AutoCAD SHX Text
B3520-00-000-0007-00
AutoCAD SHX Text
B3520-00-000-0008-00
AutoCAD SHX Text
B3520-00-000-0009-00
AutoCAD SHX Text
B3520-00-000-0010-00
AutoCAD SHX Text
B3520-00-000-0011-00
AutoCAD SHX Text
B3520-00-000-0012-00
AutoCAD SHX Text
B3520-00-000-0013-00
AutoCAD SHX Text
B3520-00-000-0014-00
AutoCAD SHX Text
FLAMINGO
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VILLAGE
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F393000
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F3930-00-000-0001-00
AutoCAD SHX Text
F3930-00-000-0002-00
AutoCAD SHX Text
F3930-00-000-0003-00
AutoCAD SHX Text
F3930-00-000-0004-00
AutoCAD SHX Text
F3930-00-000-0005-00
AutoCAD SHX Text
F3930-00-000-0006-00
AutoCAD SHX Text
F3930-00-000-0007-00
AutoCAD SHX Text
F3930-00-000-0008-00
AutoCAD SHX Text
F3930-00-000-0009-00
AutoCAD SHX Text
F3930-00-000-0010-00
AutoCAD SHX Text
F3930-00-000-0011-00
AutoCAD SHX Text
F3930-00-000-0012-00
AutoCAD SHX Text
F3930-00-000-0013-00
AutoCAD SHX Text
F3930-00-000-0014-00
AutoCAD SHX Text
F3930-00-000-0015-00
AutoCAD SHX Text
F3930-00-000-0016-00
AutoCAD SHX Text
F3930-00-000-0017-00
AutoCAD SHX Text
F3930-00-000-0018-00
AutoCAD SHX Text
F3930-00-000-0019-00
AutoCAD SHX Text
F3930-00-000-0020-00
AutoCAD SHX Text
F3930-00-000-0021-00
AutoCAD SHX Text
F3930-00-000-0022-00
AutoCAD SHX Text
F3930-00-000-0023-00
AutoCAD SHX Text
F3930-00-000-0024-00
AutoCAD SHX Text
F3930-00-000-0025-00
AutoCAD SHX Text
F3930-00-000-0026-00
AutoCAD SHX Text
F3930-00-000-0027-00
AutoCAD SHX Text
F3930-00-000-0028-00
AutoCAD SHX Text
F3930-00-000-0029-00
AutoCAD SHX Text
F3930-00-000-0030-00
AutoCAD SHX Text
F3930-00-000-0031-00
AutoCAD SHX Text
F3930-00-000-0032-00
AutoCAD SHX Text
F3930-00-000-0033-00
AutoCAD SHX Text
F3930-00-000-0034-00
AutoCAD SHX Text
F3930-00-000-0035-00
AutoCAD SHX Text
F3930-00-000-0036-00
AutoCAD SHX Text
F3930-00-000-0037-00
AutoCAD SHX Text
F3930-00-000-0038-00
AutoCAD SHX Text
F3930-00-000-0039-00
AutoCAD SHX Text
F3930-00-000-0040-00
AutoCAD SHX Text
F3930-00-000-0041-00
AutoCAD SHX Text
F3930-00-000-0042-00
AutoCAD SHX Text
F3930-00-000-0043-00
AutoCAD SHX Text
F3930-00-000-0044-00
AutoCAD SHX Text
F3930-00-000-0045-00
AutoCAD SHX Text
F3930-00-000-0046-00
AutoCAD SHX Text
F3930-00-000-0047-00
AutoCAD SHX Text
F3930-00-000-0048-00
AutoCAD SHX Text
F3930-00-000-0049-00
AutoCAD SHX Text
F3930-00-000-0050-00
AutoCAD SHX Text
F3930-00-000-0051-00
AutoCAD SHX Text
F3930-00-000-0052-00
AutoCAD SHX Text
F3930-00-000-0053-00
AutoCAD SHX Text
F3930-00-000-0054-00
AutoCAD SHX Text
F3930-00-000-0055-00
AutoCAD SHX Text
F3930-00-000-0056-00
AutoCAD SHX Text
F3930-00-000-0057-00
AutoCAD SHX Text
F3930-00-000-0058-00
AutoCAD SHX Text
F3930-00-000-0059-00
AutoCAD SHX Text
F3930-00-000-0060-00
AutoCAD SHX Text
F3930-00-000-0061-00
AutoCAD SHX Text
F3930-00-000-0062-00
AutoCAD SHX Text
F3930-00-000-0063-00
AutoCAD SHX Text
F3930-00-000-0064-00
AutoCAD SHX Text
F3930-00-000-0065-00
AutoCAD SHX Text
59.01
AutoCAD SHX Text
168.75
AutoCAD SHX Text
168.75
AutoCAD SHX Text
168.75
AutoCAD SHX Text
175.00
AutoCAD SHX Text
175.00
AutoCAD SHX Text
175.00
AutoCAD SHX Text
130.00
AutoCAD SHX Text
96.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
50.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
52.70
AutoCAD SHX Text
92.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
69.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
69.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
69.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
52.70
AutoCAD SHX Text
1030.00
AutoCAD SHX Text
1320.00
AutoCAD SHX Text
330.00
AutoCAD SHX Text
190.00
AutoCAD SHX Text
100.00
AutoCAD SHX Text
100.00
AutoCAD SHX Text
100.00
AutoCAD SHX Text
330.00
AutoCAD SHX Text
330.00
AutoCAD SHX Text
140.0
AutoCAD SHX Text
136.5
AutoCAD SHX Text
111.5
AutoCAD SHX Text
143.75
AutoCAD SHX Text
132.92
AutoCAD SHX Text
150.72
AutoCAD SHX Text
140.00
AutoCAD SHX Text
197.08
AutoCAD SHX Text
161.66
AutoCAD SHX Text
116.25
AutoCAD SHX Text
175.00
AutoCAD SHX Text
136.25
AutoCAD SHX Text
164.68
AutoCAD SHX Text
175.32
AutoCAD SHX Text
143.75
AutoCAD SHX Text
21.21
AutoCAD SHX Text
128.75
AutoCAD SHX Text
175.00
AutoCAD SHX Text
168.75
AutoCAD SHX Text
150.00
AutoCAD SHX Text
165.00
AutoCAD SHX Text
136.25
AutoCAD SHX Text
150.00
AutoCAD SHX Text
21.21
AutoCAD SHX Text
121.25
AutoCAD SHX Text
136.5
AutoCAD SHX Text
165.00
AutoCAD SHX Text
140.0
AutoCAD SHX Text
140.0
AutoCAD SHX Text
136.5
AutoCAD SHX Text
136.5
AutoCAD SHX Text
136.5
AutoCAD SHX Text
136.5
AutoCAD SHX Text
136.5
AutoCAD SHX Text
136.5
AutoCAD SHX Text
136.5
AutoCAD SHX Text
94.00
AutoCAD SHX Text
32.70
AutoCAD SHX Text
237.00
AutoCAD SHX Text
84.00
AutoCAD SHX Text
262.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
237.30
AutoCAD SHX Text
134.00
AutoCAD SHX Text
237.00
AutoCAD SHX Text
114.00
AutoCAD SHX Text
84.00
AutoCAD SHX Text
134.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
216.17
AutoCAD SHX Text
216.17
AutoCAD SHX Text
237.00
AutoCAD SHX Text
237.00
AutoCAD SHX Text
92.00
AutoCAD SHX Text
237.00
AutoCAD SHX Text
35.36
AutoCAD SHX Text
69.00
AutoCAD SHX Text
95.00
AutoCAD SHX Text
70.29
AutoCAD SHX Text
35.36
AutoCAD SHX Text
237.00
AutoCAD SHX Text
237.30
AutoCAD SHX Text
187.30
AutoCAD SHX Text
70.71
AutoCAD SHX Text
115.0
AutoCAD SHX Text
100.00
AutoCAD SHX Text
237.00
AutoCAD SHX Text
237.00
AutoCAD SHX Text
237.00
AutoCAD SHX Text
237.00
AutoCAD SHX Text
94.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
75.00
AutoCAD SHX Text
69.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
212.00
AutoCAD SHX Text
237.00
AutoCAD SHX Text
146.81
AutoCAD SHX Text
RINCON
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R284600
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207.10'
AutoCAD SHX Text
R2846-00-000-021A-00
AutoCAD SHX Text
DE PALMAS
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207.10'
AutoCAD SHX Text
106.15'
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135.85'
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R2846-00-000-021B-00
AutoCAD SHX Text
LOS JARDINES ESTATES
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C406700
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88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
88.00'
AutoCAD SHX Text
1225.00'
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1225.00'
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LAS TORONJAS SUBD.
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BON VIEJO PHASE 4
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BON VIEJO PHASE 3
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BON VIEJO PHASE 2
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PRESIDENT SECRETARY
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ATTEST
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THIS PLAT IS HEREBY APPROVED BY THE DONNA IRRIGATION DISTRICT No. 1 ON THIS, THE______DAY OF____________, 20___.
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LINE
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BEARING
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DISTANCE
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L1
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N 44%%D25'49" E
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35.36'
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L2
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N 45%%D34'11" W
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35.36'
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L3
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35.36'
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L4
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35.36'
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L5
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N 45%%D34'11" W
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14.14'
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L6
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14.14'
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N 44%%D25'49" E
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N 45%%D34'11" W
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N 44%%D25'49" E
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CURVE
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ARC LENGTH
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RADIUS
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DELTA ANGLE
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CHORD BEARING
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CHORD LENGTH
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C1
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41.24'
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50.00'
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47°15'43"
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S 22°30'42" E
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40.08'
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C2
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41.96'
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50.00'
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48°04'44"
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S 25°09'31" W
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40.74'
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C3
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41.61'
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50.00'
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47°41'14"
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S 73°02'29" W
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40.42'
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C4
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33.26'
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50.00'
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38°07'06"
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N 64°03'21" W
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32.65'
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C5
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33.26'
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50.00'
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38°07'06"
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S 62°54'59" W
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32.65'
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C6
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41.61'
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50.00'
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47°41'14"
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N 74°10'51" W
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40.42'
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C7
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41.96'
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50.00'
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48°04'44"
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N 26°17'53" W
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40.74'
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C8
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41.24'
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50.00'
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47°15'43"
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N 21°22'21" E
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40.08'