B-12 (C8J-2018-0213 - Longview (Small Lot) Preliminary Plan).pdf

Zoning and Platting Commission – Sept. 7, 2021

B-12 (C8J-2018-0213 - Longview (Small Lot) Preliminary Plan).pdf — original pdf

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SUBDIVISION REVIEW SHEET MUD: N/A COUNTY: Travis LOT(S): 1591 Total Lots Z.A.P. DATE: 9.07.2021 JURISDICTION: 2-Mile ETJ CASE NO.: C8J-2018-0213 SUBDIVISION NAME: Longview (Small Lot) Subdivision - Preliminary Plan AREA: 430.71 acres OWNER/APPLICANT: WLH Communities-Texas LLC (Michael Slack) AGENT: Peloton Land Solutions (Justin Lange) ADDRESS OF SUBDIVISION: Kellam Road GRIDS: N/A WATERSHED: Dry Creek East EXISTING ZONING: N/A PROPOSED LAND USE: Single family residences (small lots), right-of-way, lift station, joint use driveways, water quality, landscape, amenity center, detention, and open space. ADMINISTRATIVE WAIVERS: LDC 30-5-42(B)(6) to allow cut and fill of not more than 8 feet in Desired Development Zone. VARIANCES: None SIDEWALKS: Sidewalks will be provided on proposed and adjacent streets. DEPARTMENT COMMENTS: The request is for approval of a preliminary plan consisting of 1591 total lots: 1506 single family residences (small lots), 83 right-of-way, joint use driveways, water quality, landscape, detention, open space and 2 lift station and amenity center lots on 430.71 acres. This proposed development fronts on Kellam road and is located in the county and in the City of Austin’s 2 Mile ETJ. The applicant has secured a service extension from the City of Austin to provide water and wastewater to the proposed development. The applicant has entered into a phasing agreement with Travis County to provide traffic improvements to adjacent roadways that will be needed as result of this proposed development. COUNTY COMMENTS This property is located in the 2-Mile, ETJ (Extra-Territorial Jurisdiction) of the City of Austin. The Texas Local Government prohibits the city and the county from regulating land uses, lot size, density, height and building coverage in the ETJ to name a few. There are no land use controls that can be imposed by the city or the county. In the county, there are 2 uses: Single- Family and Other. “Other” can mean commercial, retail, multi-family, office and industrial, any 1 of 12B-12use that is not single-family residential. There are no zoning laws in the county. Public transportation is not available in the county. As part of review process, the local school district was sent a copy of the proposed preliminary plan for input, review and comment and as of today the staff has not received any comments from the school district. The closes school is the Del Valle High School located on Ross road. The development will be served by Emergency Services District #11. ISSUES: Staff has not received any inquiries from anyone regarding the proposed preliminary plan. STAFF RECOMMENDATION: This preliminary plan meets all applicable state, county, and City of Austin Title 30 – Land Development Code requirements and staff recommends approval. ZONING AND PLATTING COMMISSION ACTION: CASE MANAGER: Jose Luis Arriaga Email address: joe.arriaga@traviscountytx.gov PHONE: 512-854-7562 2 of 12B-12LONGVIEW SMALL LOT SUBDIVISION PRELIMINARY PLAN 6001 KELLAM ROAD TRAVIS COUNTY AND THE CITY OF AUSTIN ETJ, TEXAS NOVEMBER 2018 COLORADO RIVER AUSTIN-BERGSTROM INTERNATIONAL AIRPORT M 973 F E L R O Y R D D E C O E G LLIN A B S R RIE L D ONION CREEK F M 812 3 8 Y 1 W H 0 3 X 1 T F M 812 M 973 F COLORADO RIVER O N I O N C R E E K H W Y 7 1 2 P E A R C E L N E TJ O A C 1 D M R A L L E K E L R O Y R D ETJ L IM I T E D CO A PROJECT LOCATION X = BENCHMARK VICINITY MAP SCALE : N.T.S. N MAPSCO PAGE #678K, 678L, 678P, 678Q, 678R, 678T, 678U, 678V, 678Y - MAPSCO GRID #R14 LEGAL DESCRIPTION BEING AN 430.7130 ACRE TRACT OF LAND LOCATED IN THE JOSE ANTONIO NAVARRO GRANT, ABSTRACT NO. 18, TRAVIS COUNTY, TEXAS, BEING ALL OF THAT CERTAIN 6.02 ACRES (TRACT ONE) CONVEYED TO AE JOHANSON, LTD. BY DEED DATED JANUARY 18, 2018 AND RECORDED IN DOCUMENT NO. 2018008145, OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS, (O.P.R.T.C.T.), ALL OF THAT CERTAIN 211.66 ACRES (TRACT TWO) CONVEYED TO AE JOHANSON, LTD. BY DEED DATED JANUARY 18, 2018 AND RECORDED IN DOCUMENT NO. 2018008145, O.P.R.T.C.T., ALL OF THAT CERTAIN 231.56 ACRES (TRACT SIX) CONVEYED TO AE JOHANSON, LTD. BY DEED DATED JANUARY 18, 2018 AND RECORDED IN DOCUMENT NO. 2018008145, OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. NOTES: 1. THIS PROJECT IS LOCATED IN THE DRY CREEK EAST WATERSHED, WHICH IS CLASSIFIED AS A SUBURBAN WATERSHED. 2. A PORTION OF THIS TRACT IS WITHIN THE BOUNDARIES OF THE F.E.M.A. ZONE AE 100 YEAR FLOODPLAIN AS SHOWN ON THE F.E.M.A. FIRM PANEL 48453C0640J FOR TRAVIS COUNTY, TEXAS, EFFECTIVE DATE JANUARY 6, 2016. 3. THIS PROJECT IS NOT LOCATED WITHIN THE EDWARDS AQUIFER RECHARGE ZONE. SHEET NO. DESCRIPTION SHEET INDEX 1 2 3 4 5 6 7 8 9 COVER SHEET GENERAL NOTES PRELIMINARY PLAN OVERALL PRELIMINARY PLAN A PRELIMINARY PLAN B PRELIMINARY PLAN C PRELIMINARY PLAN D TYPICAL STREET SECTIONS TYPICAL STREET SECTIONS MAP ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF AUSTIN - TRAVIS COUNTY SINGLE SUBDIVISION OFFICE MUST RELY UPON THE ADEQUACY OF THE DESIGN ENGINEER. THE PLANS WERE PREPARED IN ACCORDANCE WITH TITLE 30, LAND DEVELOPMENT CODE. SUBMITTED BY : JUSTIN D. LANGE REGISTERED PROFESSIONAL ENGINEER NO. 110057 PELOTON LAND SOLUTIONS 4214 MEDICAL PARKWAY, SUITE 300 AUSTIN, TEXAS 78756 PH. (512) 831-7700 3/25/2021 DATE , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N 3/25/2021 N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A T E E H S R E V O C S E M O H N O Y L M A I L L I W : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E / I M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 . H L W : # T C E J O R P # E S A C : # E S A C SHEET 1 9 OF WAIVERS / VARIANCES: ADMINISTRATIVE ENVIRONMENTAL VARIANCES HAVE BEEN GRANTED IN ACCORDANCE WITH LDC 30-5-42(B)(6), TO ALLOW CUT AND FILL OF NOT MORE THAN EIGHT FEET IN THE DESIRED DEVELOPMENT ZONE. ENGINEER: SURVEYOR: PELOTON LAND SOLUTIONS 4214 MEDICAL PKWY STE 300 AUSTIN, TX 78756 (512) 831-7700 PELOTON LAND SOLUTIONS 4214 MEDICAL PKWY STE 300 AUSTIN, TX 78756 (512) 831-7700 OWNER: WLH COMMUNITIES - TEXAS LLC, A DELAWARE LIMITED LIABILITY COMPANY 810 HESTERS CROSSING, STE 235 ROUND ROCK, TX 78681 (512) 953-4100 BENCHMARKS: 1 BENCHMARK NO. 1: LCRA ALUM DISC STAMPED AAB 11 LOCATED ON THE WEST SIDE OF KELLAM ROAD, APPROX. 1482' NORTH OF PEARCE LANE, 5.2' WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 2.2' EAST OF A ROW FENCE AND 21' SOUTH OF A CULVERT. ELEVATION = 458.91' TEMPORARY BENCHMARK 2: ½” IRON ROD FOUND ON THE EAST SIDE OF KELLAM ROAD, APPROX. 3850' SOUTH OF HIGHWAY 71, 10.5' NORTH OF A DRIVEWAY, 2.0' NORTH OF A PROPERTY FENCE AND 11.4' EAST OF THE KELLAM ROAD ROW FENCE. ELEVATION = 493. 09' 2 C8J-2018-02133 of 12B-12PRELIMINARY PLAN NOTES: 41. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR MAINTAINING CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC SAFETY CODE, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, CITY OF AUSTIN RULES AND REGULATIONS, AND TEXAS STATE LAWS PERTAINING TO CLEARANCES WHEN WORKING IN CLOSE PROXIMITY TO OVERHEAD POWER LINES AND EQUIPMENT. AUSTIN ENERGY WILL NOT RENDER ELECTRIC SERVICE UNLESS REQUIRED CLEARANCES ARE MAINTAINED. ALL COSTS INCURRED BECAUSE OF FAILURE TO COMPLY WITH THE REQUIRED CLEARANCES WILL BE CHARGED TO THE OWNER. TABLE 1: J.U.A.E.s 1. THE SUBJECT PROPERTY IS LOCATED IN TRAVIS COUNTY, WITHIN THE CITY OF AUSTIN 2 MILE ETJ. THIS DEVELOPMENT IS SUBJECT TO THE PROVISIONS OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 2. ALL STREETS IN THE SUBDIVISION WILL BE CONSTRUCTED USING CITY OF AUSTIN STANDARDS AND WILL BE DEDICATED AS PUBLIC R.O.W. AT FINAL PLAT. 42. THE PRESENCE OF A CRITICAL ENVIRONMENTAL FEATURE ON OR NEAR A PROPERTY MAY AFFECT DEVELOPMENT. ALL ACTIVITIES WITHIN THE CEF BUFFER MUST COMPLY WITH THE CITY OF AUSTIN CODE AND CRITERIA. THE NATURAL VEGETATIVE COVER MUST BE RETAINED TO THE MAXIMUM EXTENT PRACTICABLE; CONSTRUCTION IS PROHIBITED, AND WASTEWATER DISPOSAL OR IRRIGATION IS PROHIBITED. 3. PUBLIC SIDEWALK BUILT TO CITY OF AUSTIN STANDARDS IS REQUIRED. FAILURE TO CONSTRUCT THE REQUIRED SIDEWALK(S) MAY RESULT IN THE WITHHOLDING OF A CERTIFICATE OF OCCUPANCY, BUILDING PERMITS, OR UTILITY CONNECTIONS BY THE GOVERNING BODY OR UTILITY COMPANY. VERIFICATION LETTER THAT SIDEWALKS MEET ADA REQUIREMENTS WILL BE REQUIRED. 41. ALL DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUSTIN TRANSPORTATION CRITERIA MANUAL. 42. SLOPE EASEMENT DEDICATION WILL BE REQUIRED FOR FILL/CUT SLOPES SUPPORTING ROADWAYS, WHICH EXTEND BEYOND THE RIGHT-OF-WAY. *AS SHOWN BY A DOTTED LINE ON THE FACE OF THE PLAT 4. FISCAL REQUIREMENTS: FISCAL SURETY SHALL NOT BE REQUIRED UNTIL FINAL PLAT APPROVAL. FISCAL SURETY SHALL BE PROVIDED FOR THE SUBDIVISION IMPROVEMENTS; INCLUDING: PUBLIC OR PRIVATE STREETS, SIDEWALKS, DRAINAGE AND STORMWATER QUALITY FACILITIES, AND EROSION CONTROL DEVICES. 5. DRAINAGE EASEMENTS: OF 25 FEET WIDE. DRAINAGE EASEMENTS 15 FEET IN WIDTH ARE REQUIRED FOR ENCLOSED STORM SEWERS. EASEMENTS FOR OPEN CHANNELS SHALL BE A MINIMUM 43. A SETBACK SHALL BE PROVIDED FOR DETENTION, RETENTION, AND WATER QUALITY FACILITIES FOR SINGLE-FAMILY OR DUPLEX RESIDENTIAL DEVELOPMENT. NO SUCH FACILITY SHALL BE LOCATED WITHIN 15 FEET OF A RESIDENTIAL STRUCTURE. 44. ACCESS TO THE FOLLOWING LOTS SHALL BE PROHIBITED FROM AXEL JOHANSON DRIVE RIGHT-OF-WAY: BLOCK 41 LOT 11, BLOCK 41 LOT 12, AND BLOCK 41 LOT 13. ACCESS TO THE CORNER LOTS, SHOWN IN TABLE 5, WILL LISTED ON THE FINAL PLAT. 45. ALL RESIDENTIAL SINGLE FAMILY LOTS IN THIS SUBDIVISION MUST COMPLY WITH CHAPTER 30-2-232 OF THE AUSTIN CITY CODE FOR SMALL LOTS EXCEPT FOR THOSE SHOWN IN TABLE 4 ON THIS SHEET. 46. A 15 FOOT PUBLIC UTILITY EASEMENT IS PROVIDED ALONG ALL RIGHT-OF-WAY UNLESS OTHERWISE NOTED, OF WHICH THE FIRST 5 FEET IS A LANDSCAPE EASEMENT. 6. THE 100-YEAR & 500-YR FLOODPLAIN IS CONTAINED WITHIN THE DRAINAGE EASEMENT AS SHOWN HEREON. A PORTION OF THIS TRACT IS WITHIN THE DESIGNATED FLOOD HAZARD AREA AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) #48453C0640K, TRAVIS COUNTY, TEXAS, DATED JANUARY 22, 2020. MINIMUM FINISHED FLOOR ELEVATION FOR ALL AFFECTED STRUCTURES SHALL BE TWO (2) FOOT ABOVE THE ELEVATION OF THE 100-YEAR AND/OR THE 500-YR FLOODPLAIN AS SHOWN ON THE LOTS ADJACENT TO THE FLOODPLAIN. 7. OPEN SPACE EASEMENTS AND DRAINAGE/WATER QUALITY EASEMENTS AND LOTS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION OR SUCCESSOR IN TITLE. PUBLIC UTILITY EASEMENTS WILL BE FURTHER DEFINED ON THE FINAL PLAT. THESE LOTS ARE RESTRICTED AGAINST RESIDENTIAL DEVELOPMENT. 47. PARKLAND REQUIREMENTS SHALL BE SATISFIED PRIOR TO FINAL PLAT APPROVAL. GENERAL NOTES: 8. EROSION CONTROLS FOR SINGLE FAMILY: IT SHALL BE THE RESPONSIBILITY OF THE LOT OWNER/BUILDER TO INSTALL AND MAINTAIN TEMPORARY EROSION CONTROL (SILT FENCE) DOWNHILL OF ALL DISTURBED AREAS DURING THE PERIOD OF HOUSE CONSTRUCTION. 9. ENGINEER'S CERTIFICATION: THIS IS TO CERTIFY THAT I AM AUTHORIZED TO PRACTICE THE PROFESSION OF ENGINEERING IN THE STATE OF TEXAS; THAT I PREPARED THIS PRELIMINARY PLAN AND ACCOMPANYING REPORT, THAT ALL INFORMATION SHOWN THEREON IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AS RELATED TO THE ENGINEERING PORTIONS THEREOF. 10. UTILITY SYSTEM: PAULO MISI, P.E. # 106179 NO LOT IN THIS SUBDIVISION SHALL BE OCCUPIED UNTIL THE BUILDING IS CONNECTED TO THE CITY OF AUSTIN WATER SUPPLY AND CITY OF AUSTIN WASTEWATER SYSTEM. 11. THE WATER AND WASTEWATER UTILITY SYSTEM SERVING THIS SUBDIVISION MUST BE IN ACCORDANCE WITH THE CITY UTILITY DESIGN CRITERIA. THE WATER AND WASTEWATER UTILITY PLAN MUST BE REVIEWED AND APPROVED BY THE AUSTIN WATER UTILITY. THE WATER AND WASTEWATER UTILITY SYSTEM CONSTRUCTION MUST BE INSPECTED BY THE CITY. THE LANDOWNER MUST PAY THE ASSOCIATED CITY INSPECTION FEES. 12. ELECTRIC SERVICE WILL BE PROVIDED BY AUSTIN ENERGY. 13. WATER SERVICE WILL BE PROVIDED BY CITY OF AUSTIN. 14. WASTEWATER SERVICE WILL BE PROVIDED BY CITY OF AUSTIN. 15. NATURAL GAS SERVICE WILL BE PROVIDED BY CENTERPOINT ENERGY. 16. PHONE SERVICE WILL BE PROVIDED BY AT&T. NO OBJECTS, INCLUDING BUT NOT LIMITED TO, BUILDINGS, FENCES OR LANDSCAPING SHALL BE ALLOWED IN A DRAINAGE EASEMENT EXCEPT AS APPROVED BY TRAVIS COUNTY AND THE CITY OF AUSTIN. THE OWNER OF THIS SUBDIVISION, AND HIS OR HER SUCCESSORS AND ASSIGNS, ASSUMES RESPONSIBILITY FOR PLANS FOR CONSTRUCTION OF SUBDIVISION IMPROVEMENTS WHICH COMPLY WITH APPLICABLE CODES AND REQUIREMENTS OF THE CITY OF AUSTIN AND TRAVIS COUNTY. THE OWNER UNDERSTANDS AND ACKNOWLEDGES THAT PLAT VACATION OR REPLATTING MAY BE REQUIRED, AT THE OWNER'S SOLE EXPENSE IF PLANS TO CONSTRUCT THIS SUBDIVISION DO NOT COMPLY WITH SUCH CODES AND REQUIREMENTS. 3. ALL DRAINAGE FACILITIES: HEADWALLS, OPEN CHANNELS, STORM SEWERS, AREA INLETS, DETENTION/RETENTION PONDS, WATER QUALITY CONTROLS, ETC. WILL BE LOCATED WITHIN DRAINAGE EASEMENTS AND COMPLY WITH THE CITY OF AUSTIN DRAINAGE CRITERIA MANUAL. 4. OTHER THAN APPROVED LOCATIONS WITH DETENTION STACKED OVER WATER QUALITY, THE WATER QUALITY PONDS WILL BE CONSTRUCTED NOT TO BE INUNDATED BY THE 100 YEAR STORM FLOW. 5. PRIOR TO CONSTRUCTION ON LOTS IN THIS SUBDIVISION, DRAINAGE PLANS WILL BE SUBMITTED TO THE CITY OF AUSTIN AND TRAVIS COUNTY FOR REVIEW. RAINFALL RUN-OFF SHALL BE HELD TO THE AMOUNT EXISTING AT UNDEVELOPED STATUS BY PONDING OR OTHER APPROVED METHODS. ALL PROPOSED CONSTRUCTION OR SITE ALTERATION REQUIRES THE APPROVAL OF A SEPARATE DEVELOPMENT PERMIT. 6. WITHIN A SIGHT DISTANCE EASEMENT, ANY OBSTRUCTION OF SIGHT DISTANCE BY VEGETATION, FENCING, EARTHWORK, BUILDINGS, SIGNS OR OTHER OBJECT WHICH IS DETERMINED TO CAUSE A TRAFFIC HAZARD IS PROHIBITED AND MAY BE REMOVED BY ORDER OF COMMISSIONER'S COURT AT OWNER'S EXPENSE. THE PROPERTY OWNER IS TO MAINTAIN AN UNOBSTRUCTED VIEW CORRIDOR WITHIN THE BOUNDS OF SUCH EASEMENT AT ALL TIMES. PROPERTY OWNER AND/OR HIS/HER ASSIGNS SHALL PROVIDE FOR ACCESS TO THE DRAINAGE EASEMENT AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY TRAVIS COUNTY, CITY OF AUSTIN OR OTHER RESPONSIBLE ENTITY FOR INSPECTION AND MAINTENANCE OF SAID EASEMENT. ALL DRAINAGE EASEMENTS ON PRIVATE PROPERTY SHALL BE MAINTAINED BY THE OWNER AND/OR HIS/HER ASSIGNS. 1. 2. 7. 8. 9. 17. NO SUBDIVISION WITHIN THE LIMITS OF THIS PRELIMINARY PLAN MAY BE PLATTED UNTIL NECESSARY OFF-SITE INFRASTRUCTURE IS ALREADY PERMITTED FOR CONSTRUCTION OR FISCAL SURETY IS POSTED AT THE TIME OF SUBDIVISION FINAL PLATTING FOR ALL NECESSARY OFF-SITE INFRASTRUCTURE IMPROVEMENTS. A TRAIL CONNECTION FROM THIS PROPOSED SUBDIVISION TO THE DEL VALLE HIGH SCHOOL WILL BE PROVIDED AT THE DISCRETION OF THE DISD. IF THE DISD DEEMS THE TRAIL CONNECTION UNDESIRABLE AT THE TIME OF FINAL PLAT, THE CONNECTION WILL BE REMOVED FROM THE PLANS. 18. EROSION/SEDIMENTATION CONTROLS ARE REQUIRED FOR ALL CONSTRUCTION ON EACH LOT INCLUDING SINGLE FAMILY CONSTRUCTION, PURSUANT TO THE LAND DEVELOPMENT CODE AND THE ENVIRONMENTAL CRITERIA MANUAL. 10. CURB INLET PLACEMENTS SHALL COMPLY WITH MINIMUM 10 FT REQUIREMENT BETWEEN THE INLET OPENING AND THE EDGE OF THE CURB RETURN, CURB INLET TRANSITION LENGTH, AND DRIVEWAY WIDTHS FOR EACH LOT. THIS CONSIDERATION IS OF PARTICULAR IMPORTANCE FOR LOTS THAT ARE LOCATED NEAR CURB RETURNS AND CUL-DE-SACS. TABLE 2: STREET TABLE 19. MAINTENANCE OF THE WATER QUALITY CONTROLS SHALL BE ACCORDING TO THE CITY OF AUSTIN STANDARDS. 20. APPROVAL OF THIS PRELIMINARY PLAN DOES NOT CONSTITUTE APPROVAL OF ANY DEVIATION FROM THE CITY'S LAND DEVELOPMENT REGULATIONS IN THE FINAL PLAT, CONSTRUCTION PLAN OR SITE PLAN STAGE, UNLESS SUCH DEVIATION HAS BEEN SPECIFICALLY REQUESTED IN WRITING AND SUBSEQUENTLY APPROVED IN WRITING BY THE CITY. SUCH APPROVALS DO NOT RELIEVE THE ENGINEER OF THE OBLIGATION TO MODIFY THE DESIGN OF THE PROJECT IF IT DOES NOT MEET ALL OTHER CITY LAND DEVELOPMENT REGULATIONS OR IF IT IS SUBSEQUENTLY DETERMINED THAT THE DESIGN WOULD ADVERSELY IMPACT THE PUBLIC'S SAFETY, HEALTH, WELFARE OR PROPERTY. IF, DURING THE DEVELOPMENT OF THE FINAL PLAT, CONSTRUCTION DOCUMENTS, OR SITE PLAN, IT IS DETERMINED THAT THE PROJECT DOES NOT MEET THE FINDINGS OF FACT DOCUMENTED FOR THE ADMINISTRATIVE VARIANCES ISSUED WITH THIS PRELIMINARY PLAN, THEN IT WILL BE THE RESPONSIBILITY OF THE OWNER TO REQUEST NEW VARIANCES FOR CITY OR COUNTY APPROVAL. 21. ALL STREETS, DRAINAGE, SIDEWALKS, EROSION CONTROLS, AND WATER AND WASTEWATER LINES ARE REQUIRED TO BE CONSTRUCTED AND INSTALLED TO CITY OF AUSTIN OR TRAVIS COUNTY STANDARDS. 22. NO STRUCTURE SHALL BE OCCUPIED UNTIL THE ASSOCIATED STORMWATER QUALITY AND DETENTION CONTROL FACILITIES HAVE BEEN CONSTRUCTED, INSPECTED, AND ACCEPTED BY THE CITY OF AUSTIN AND/OR TRAVIS COUNTY. 23. WITH THE EXCEPTION OF THE FOLLOWING LOTS ALL LOTS WITHIN THIS SUBDIVISION ARE RESTRICTED TO SINGLE FAMILY USE: LOTS 1, 11, 17 - BLOCK 1 LOT 21 - BLOCK 2 LOT 46 - BLOCK 3 LOT 31 - BLOCK 4 LOT 36 - BLOCK 5 LOT 18 - BLOCK 6 LOT 29 - BLOCK 7 LOT 33 - BLOCK 9 LOT 25 - BLOCK 10 LOT 31 - BLOCK 13 LOT 23 - BLOCK 14 LOT 25 - BLOCK 15 LOT 21 - BLOCK 16 LOTS 1, 2, 24, 25 - BLOCK 17 LOTS 4, 5, 32, 56, 57, 58 - BLOCK 18 LOT 18 - BLOCK 19 LOT 25 - BLOCK 20 LOT 39 - BLOCK 21 LOT 13 - BLOCK 22 LOT 17, 27, 57, 58 - BLOCK 23 LOT 28 - BLOCK 24 LOT 27 - BLOCK 25 LOT 1, 4, 5, 6, 7, 25, 44, 54, 55 - BLOCK 26 LOTS 22 - BLOCK 27 LOT 1 - BLOCK 28 LOT 31 - BLOCK 29 LOTS 21, 32 - BLOCK 30 LOT 25 - BLOCK 31 LOT 33 - BLOCK 32 LOT 22 - BLOCK 33 LOT 17 - BLOCK 34 LOT 24 - BLOCK 25 LOT 22 - BLOCK 36 LOT 13 - BLOCK 37 LOT 17 - BLOCK 39 LOTS 1, 31 - BLOCK 40 LOTS 1 - BLOCK 41 LOTS 15, 30 - BLOCK 42 LOT 25 - BLOCK 43 LOT 33 - BLOCK 44 LOTS 1, 5, 6, 7, 26, 39, 52, 86, 87, 88, 102 - BLOCK 45 LOT 24 - BLOCK 46 LOT 24 - BLOCK 47 LOT 22 - BLOCK 48 LOTS 27, 45 - BLOCK 51 LOT 42 BLOCK 52 LOTS 29, 30 - BLOCK 53 24. A TRAVIS COUNTY DEVELOPMENT PERMIT IS REQUIRED PRIOR TO SITE DEVELOPMENT. 25. ALL PROPOSED STREETS ARE TO BE PUBLIC. ALL PROPOSED JOINT USE ACCESS DRIVEWAYS ARE TO BE PRIVATE 26. TWO OFF-STREET PARKING SPACES ARE REQUIRED FOR EACH SINGLE FAMILY DWELLING UNIT. 27. SLOPES IN EXCESS OF 15% EXIST ON THE LOTS LISTED BELOW. CONSTRUCTION ON SLOPES IS LIMITED PER THE LAND DEVELOPMENT CODE. LOT 46 - BLOCK 3 LOT 31 - BLOCK 4 LOT 25 - BLOCK 17 LOTS 4, 57, 58 - BLOCK 18 LOT 13 - BLOCK 22 LOTS 6, 43, 53 - BLOCK 26 LOT 13 - BLOCK 37 LOTS 6, 26, 33, 34, 35, 36, 37, 38, 39, 86, 87, 88 - BLOCK 45 28. A HOMEOWNER'S ASSOCIATION WILL BE CREATED FOR THE SINGLE FAMILY AND OPEN SPACE LOTS INCLUDED IN THIS PRELIMINARY PLAN. 29. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE OWNERSHIP, MAINTENANCE, AND PAYMENT OF TAXES FOR THE FOLLOWING LOTS: LOTS 1, 11, 17 - BLOCK 1 LOT 21 - BLOCK 2 LOT 46 - BLOCK 3 LOT 31 - BLOCK 4 LOT 36 - BLOCK 5 LOT 18 - BLOCK 6 LOTS 1, 2, 25 - BLOCK 17 LOTS 4, 5, 32, 56, 57, 58 - BLOCK 18 LOT 13 - BLOCK 22 LOT 17, 27, 57 - BLOCK 23 LOT 1, 5, 6, 7, 24, 43, 53, 54 - BLOCK 26 LOT 1 - BLOCK 28 LOT 21 - BLOCK 30 LOT 33 - BLOCK 32 LOT 17 - BLOCK 34 LOT 13 - BLOCK 37 LOT 1 - BLOCK 40 LOTS 1 - BLOCK 41 LOT 15 - BLOCK 42 LOTS 1, 5, 6, 7, 26, 39, 86, 87, 88, 102 - BLOCK 45 LOTS 27, 45 - BLOCK 51 PAGE. 30. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE OWNERSHIP, MAINTENANCE, AND PAYMENT OF TAXES FOR ALL 34 OF THE JOINT USE ACCESS EASEMENT LOTS SHOW IN TABLE 2 ON THIS 31. ALL DETENTION AND WATER QUALITY PONDS LOCATED IN DRAINAGE / WATER QUALITY LOTS WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. A POND MAINTENANCE AGREEMENT SHALL BE EXECUTED AND RECORDED PRIOR TO APPROVAL OF THE FIRST FINAL PLAT OUT OF THIS PRELIMINARY PLAN. 32. EXISTING EASEMENTS UNDER RIGHT OF WAY MUST BE VACATED PRIOR TO FINAL PLAT APPROVAL. 33. ALL RIGHT-OF-WAY RETURNS ARE 25' AND CUL-DE-SAC/KNUCKLE THROAT RADII ARE 25' UNLESS OTHERWISE NOTED. 34. WATER QUALITY CONTROLS ARE REQUIRED FOR ALL DEVELOPMENT WITH IMPERVIOUS COVER IN EXCESS OF 8,000 SQUARE FEET PURSUANT TO TITLE 30-5-211. 35. WATER QUALITY EASEMENTS SHOWN ARE FOR THE PURPOSE OF ACHIEVING COMPLIANCE PURSUANT TO TITLE 30-5 OF THE CITY LAND DEVELOPMENT CODE. THE USE AND MAINTENANCE OF THESES EASEMENTS IS RESTRICTED BY TITLE 30-5-211 AND TITLE 30-5-213 THEREOF. 36. ALL CORNER LOTS TO BE A MINIMUM OF 4,500 SQUARE FEET. 37. IN ACCORDANCE WITH TITLE 30-301, INDIVIDUAL DRIVEWAYS FOR SINGLE FAMILY LOTS SHALL NOT BE CONSTRUCTED ON SLOPES GREATER THAN 15%. 38. IF RESIDENTIAL BUILDING PERMITS FROM THE CITY OF AUSTIN ARE REQUIRED FOR DEVELOPMENT IN THIS SUBDIVISION, THE REQUIREMENT OF ORDINANCE NO. 030410-12 MAY BE APPLICABLE (DEVELOPMENT NEAR A HAZARDOUS PIPELINE). 39. AUSTIN ENERGY HAS THE RIGHT TO PRUNE AND/OR REMOVE TREES, SHRUBBERY AND OTHER OBSTRUCTIONS TO THE EXTENT NECESSARY TO KEEP THE EASEMENTS CLEAR, AUSTIN ENERGY WILL PERFORM ALL TREE WORK IN COMPLIANCE WITH CHAPTER 25-8, SUBCHAPTER B OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 40. THE OWNER/DEVELOPER OF THIS SUBDIVISION/LOT SHALL PROVIDE AUSTIN ENERGY WITH ANY EASEMENT AND/OR ACCESS REQUIRED, IN ADDITION TO THOSE INDICATED, FOR THE INSTALLATION AND ONGOING MAINTENANCE OF OVERHEAD AND UNDERGROUND ELECTRIC FACILITIES. THESE EASEMENTS AND/OR ACCESS AREA REQUIRED TO PROVIDE ELECTRIC SERVICE TO THE BUILDING AND WILL NOT BE LOCATED SO AS TO CAUSE THE SITE TO BE OUT OF COMPLIANCE WITH CHAPTER 25-8 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 41. THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY EROSION CONTROL, REVEGETATION, AND TREE PROTECTION. IN ADDITION, THE OWNER SHALL BE RESPONSIBLE FOR ANY INITIAL TREE PRUNING AND TREE REMOVAL THAT IS WITHIN TEN FEET OF THE CENTER LINE OF THE PROPOSED OVERHEAD ELECTRICAL FACILITIES DESIGNED TO PROVIDE ELECTRIC SERVICE TO THIS PROJECT. THE OWNER SHALL INCLUDE AUSTIN ENERGY'S WORK WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. 15' P.U.E. TYP. 5' LANDSCAPE TYP. R14.00 TYP. R25.00 TYP. R.O.W. FACE OF CURB TYPICAL STREET INTERSECTION DETAIL SCALE: 1" = 50' , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N R14.0 TYP. R25.0 TYP. 5' LANDSCAPE TYP. 15' P.U.E. TYP. R36.0' TYP R51.0 TYP. R.O.W. FACE OF CURB R40.0 TYP. TYPICAL KNUCKLE DETAIL SCALE: 1" = 50' R14.00' TYP. 15' P.U.E. TYP. R25.00' TYP. FACE OF CURB R.O.W. 5' LANDSCAPE TYP. R49.00' TYP. R60.00' TYP. TYPICAL CUL-DE-SAC DETAIL SCALE: 1" = 50' TABLE 4 3/25/2021 N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A S E T O N L A R E N E G S E M O H N O Y L M A L L W I I : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E I / M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 H L W . : # T C E J O R P # E S A C : # E S A C SHEET 2 OF 9 DRAINAGE MODEL NOTES 1. 2. THE DERIVED MODEL "LONGVIEW WATERSHED HEC-HMS MODEL/DRE_HMS/DRYCREEK.HMS", WHICH IS CALLED "LONGVIEW MODEL" AND THE MODELS LISTED IN APPENDIX "C" OF THE APPROVED DRAINAGE REPORT WILL BE CONSIDERED THE BASIS/SOURCE MODEL(S) FOR THIS DEVELOPMENT AND MUST BE USED IN ALL PHASES OF THE DEVELOPMENT. ANY CHANGES TO THIS MODEL MUST BE REVIEWED AND APPROVED BY TRAVIS COUNT. THE AMOUNT OF UPSTREAM FLOW AND THE IMPACT OF THE TIMES TO PEAK PLAY A SIGNIFICANT ROLE IN THE HYDROLOGIC MODELS AND CANNOT BE DISREGARDED. THEREFORE, IF IT IS DETERMINED THAT THERE IS AN INCREASE IN FLOW DOWNSTREAM FOR THE DESIGN STORMS, IT IS THE RESPONSIBILITY OF THE DESIGN ENIGINEERS, DEVELOPERS, OWNERS, AND/OR THEIR ASSIGNS TO DETAIN THE INCREASE IN FLOW. TABLE 3 TABLE 5: CORNER LOTS C8J-2018-02134 of 12B-12N L23 L24 L25 L26 L27 L28 L29 L30 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 CEF L1 12 11 BLOCK 4 HABERMAN LANE 275.5075 AC. ZOHO CORPORATION DOC. #2019003288 O.P.R.T.C.T. 8.275 AC. DERALD GUTIERREZ SR. AND WIFE, GRACIE GUTIERREZ VOL. 12533, PG. 1947 O.P.R.T.C.T. REMAINDER 22.029 AC. BOBBY R. AND MARY C. THOMAS DOC. #2000056791 O.P.R.T.C.T. 0 200' 400' SCALE: 1" = 200' LEGEND 36 BLOCK 5 HABERMAN LANE BLOCK 11 34 33 32 31 30 29 28 27 26 25 24 23 32 31 30 29 28 27 26 25 24 23 22 26 25 24 23 22 21 20 19 24 23 22 21 20 19 18 6 7 8 9 10 11 12 13 14 15 16 33 25 6 7 8 9 10 11 12 6 7 8 9 10 11 12 13 BLOCK 9 BLOCK 10 I W E V N A R A V A B I I W E V N A R A V A B I 5 4 3 2 1 5 4 3 2 1 5 4 3 2 1 17 18 19 20 21 13 14 15 16 17 9 10 11 12 13 BLOCK 14 21 20 22 19 18 ARVID AVENUE 5 6 7 8 BLOCK 19 18 ODLARE DRIVE ODLARE DRIVE 7 8 9 10 11 12 6 7 8 9 10 11 12 1 2 3 4 5 6 7 BLOCK 15 BLOCK 16 25 20 21 ARVID AVENUE 6 7 8 9 10 11 12 6 7 8 9 10 11 12 13 14 15 16 17 18 19 BLOCK 20 BLOCK 21 25 39 17 16 15 14 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 ANNA MARIA DRIVE BLOCK 18 ANNA MARIA DRIVE BLOCK 18 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 31 E N A L K R A M S E T E B 14 15 16 17 18 8 9 10 11 12 2 1 K C O L B 12 11 10 9 8 7 6 5 4 3 2 1 I G N S S O R C H C N A R E N E G U E 13 14 15 16 17 18 19 20 21 22 23 24 20 21 22 23 24 E C A R R E T D R O K S E C A R R E T D R O K S 13 14 15 16 17 13 14 15 16 17 13 14 15 16 17 5 4 3 2 1 5 4 3 2 1 5.050 AC. PEDRO LEON HERNANDEZ DOC. #2014118651 O.P.R.T.C.T. 6 K C O L B 18 6 K C O L B CWQZ EHZ CEF SETBACK CEF 100YR-FEMA 500YR-FEMA 25YR-COA 100YR-COA 500YR-COA 30 29 28 27 26 25 24 23 22 21 24 23 22 21 20 19 18 19 18 17 16 15 14 13 , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N EXISTING RIGHT-OF-WAY ADJACENT PROPERTY BOUNDARY CREEK CENTERLINE CRITICAL WATER QUALITY ZONE EROSION HAZARD ZONE CRITICAL ENVIRONMENTAL FEATURE BUFFER ZONE WETLAND CRITICAL ENVIRONMENTAL FEATURE 100-YR FEMA FLOODPLAIN 500-YR FEMA FLOODPLAIN 25-YR COA ULTIMATE FLOODPLAIN 100-YR COA ULTIMATE FLOODPLAIN 500-YR COA ULTIMATE FLOODPLAIN & FLOODPLAIN EASEMENT PROPOSED PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED STREET CENTERLINE PROPOSED SIDEWALK PROPOSED EASEMENT PROPOSED LINE OF SIGHT EASEMENT JOINT USE ACCESS EASEMENT SEPARATE INSTRUMENT FLOODPLAIN EASEMENT PROPOSED ALLEY TRAFFIC DIRECTION 74.74 AC. (TRACT 3) AE JOHANSON, LTD. DOC. #2018008145 O.P.R.T.C.T. 107.25 AC. D 71, LP. DOC. #2011034364 O.P.R.T.C.T. L56 14,520 SQ.FT. AE JOHANSON, LTD DOC. #2018008147 O.P.R.T.C.T. 1 3 4 5 2 B L O C K 2 INGAR TRAIL 11 12 13 14 10 1.09 AC. T & V HOLDINGS LLC DOC. #201802368 O.P.R.T.C.T. 89.614 AC. T & V HOLDINGS LLC DOC. #2017179745 O.P.R.T.C.T. 9 C L40 14 15 8 C 7 C I E V R D F F I L T A R 2 K C O L B 15 16 17 18 19 20 21 22 23 1 4 L 2 K C O L B 21 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 BLOCK 3 PHERSDOTTER WALK 6 7 8 9 10 11 12 13 14 15 16 17 BLOCK 8 6 7 8 9 10 11 12 13 14 15 BRUKA VIEW BLOCK 13 31 E N A L L L U M O B O T T O 3 K C O L B 13 12 11 10 9 8 7 6 5 4 3 2 1 5 4 3 2 1 5 4 3 2 1 18 19 20 21 22 16 17 18 19 20 35 36 37 38 39 40 41 42 43 44 45 3 K C O L B I E V R D B E L T T O G I A O C - R Y 0 0 1 A O C - R Y 5 2 K C A B T E S F E C C E F BLOCK 3 46 T E E R T S P A K S O B 4 K C O L B 10 9 8 7 6 E H Z C E F BLOCK 4 31 C E F A O C - R Y 0 0 5 28 27 26 25 24 ARVID AVENUE 6 5 4 3 2 C 1 0 C 6 ARVID AVENUE 3 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 24 BLOCK 17 19 20 21 22 23 1 K C O L B E N A L D O O G N E V E L 28 27 26 25 24 23 22 21 20 19 18 17 16 15 7 K C O L B 9 8 7 6 5 4 3 2 1 7 8 29 9 10 5 5 L 150.0 AC. DEL VALLE INDEPENDENT SCHOOL DISTRICT VOL. 13063, PG. 1165 O.P.R.T.C.T. 14 13 12 25YR-COA L43 500YR FLOODPLAIN AND FP EASEMENT (STUDIED) BLOCK 1 1 L 4 2 L 3 8 L 3 7 L36 K ( E E L X I S L A M T I L 4 R 4 N G ) O A D EHZ L31 L32 CEF L 3 0 BLOCK 17 25 EHZ EHZ BLOCK 26 6 A M E F - R Y 0 0 1 5 0 0 Y R - C O A BLOCK 26 5 Z H E C E F 25YR-COA BLOCK 23 27 C E F 500YR-COA EHZ C 5 Z H E L 2 9 C16 L 4 5 1 1 C 55 54 4 C BLOCK 1 11 E H Z R - C Y 0 0 1 E H Z A O BLOCK 23 17 18 19 20 21 22 23 24 25 26 BLOCK 23 TUFVESSON DRIVE 12 13 14 15 16 17 18 19 20 21 22 27 5 2 K C O L B H T A P S U A H A M L A 28 29 30 31 32 33 34 35 36 37 38 39 3 2 K C O L B 53 52 51 50 49 48 47 46 45 56 T R U O C L E O J 27 26 25 24 23 26 25 4 5 6 7 8 24 23 GILW 40 41 42 43 44 ELL D RIVE 12 13 14 15 16 17 18 19 20 21 22 28 4 2 K C O L B 17 9 3 K C O L B 9 10 11 D A O R T D R A H N R E B D A O R T D R A H N R E B 57 7 4 L 3 2 K C O L B L24 3 2 L 1 4 K C O L B 2 1 C 3 C S S L 3 4 3 3 L E H Z 8 2 K C O L B 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 1 I I D A O R E R A R P Y L R E V E B I I D A O R E R A R P Y L R E V E B 500Y R-C O A 100 Y R-C O A BLOCK 17 1 3 2 2 5 Y R - C O A F E C L28 7 2 L 4 AUGUST GALLOP LANE I D A O R O L S S R A C S O 1 2 3 4 5 6 7 8 22 BLOCK 27 21 20 19 18 17 16 15 14 AUSARINA TRACE 6 7 8 9 10 11 12 13 14 15 BLOCK 29 EDNA MAXINE WALK 31 32 GILWELL DRIVE 9 10 11 12 13 16 17 18 19 20 16 17 18 19 20 21 16 17 18 19 20 21 H T A P E R U T S A P R E F N N E J I 8 9 10 11 12 13 6 5 4 3 2 1 6 5 4 3 2 1 32 BLOCK 42 31 30 29 28 27 26 25 24 23 22 MATTEROD DRIVE I D E R D L M Y D A L Y A W 5 4 3 2 1 18 19 20 21 5 4 3 2 1 5 4 3 2 1 5 4 3 2 1 17 16 15 14 13 3 2 K C O L B E N A L A M L H I 50 49 48 47 46 45 44 43 42 8 3 K C O L B (EXISTING) GILWELL DRIVE I II III IV V VI VII VIII VIIII X XI XII XIII XIIII XV XVI R L D A MIR D R A A W G) TIN XIS (E S, M R A L F L O D R E B O, W E T S A H P N 2 TIO C E S 4 8 1 0 0 1 0 0 2 C. # O D O.P.R.T.C.T. 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 41 40 7 6 5 4 3 2 1 11 10 9 8 7 6 5 4 3 2 1 3 2 1 8 7 6 5 4 3 2 1 11 10 9 8 6 7 5 4 3 2 1 37 36 35 34 33 32 31 30 29 28 26 25 24 23 S S A P S U A L O K C N I 5 4 3 2 1 L49 0 5 L S S D G) A 8 O 1 (EXISTIN L M R ELLA 6 5 4 3 2 1 I E V R D E D A F I 23 4 3 2 1 I E V R D E D A F I 4 K C O L B 5 4 3 2 1 8 1 K C O L B 1 2 3 1 0 0 Y R - F E M A BLOCK 18 C 4 E F S E T B A C K 5 4 3 2 1 7 13 14 15 16 17 18 13 14 15 16 17 18 23 24 25 26 27 6 5 4 3 2 1 6 5 4 3 2 1 5 4 3 2 1 Z Q W C E C A R R E T M R A F H S D E W S I F E Z C H 30 29 28 27 26 25 24 23 22 21 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 BLOCK 26 EDNA MAXINE WALK 6 7 8 9 10 11 12 13 14 15 7 8 9 10 11 12 7 8 9 10 11 12 13 14 15 16 BLOCK 30 BLOCK 31 25 BLOCK 32 33 31 30 29 28 27 26 25 24 23 22 24 23 22 21 20 19 32 31 30 29 28 27 26 25 24 23 21 20 19 18 17 23 22 21 20 19 21 20 19 18 17 BLOCK 18 100YR FEMA FLOODPLAIN (ZONE A) 5 5 0 0 Y R - C O A BLOCK 18 32 100YR-FEMA Y R - C O A 0 0 1 25YR-COA EHZ 500YR FLOODPLAIN AND FP EASEMENT (STUDIED) 58 BLOCK 18 E HZ C E F 100 Y R-C 5 0 0 C W Y Q Z R - C O A 1 0 0 Y R - C O A C E F 2 5 Y R - C O A BLOCK 26 CEF SETBACK 25YR-COA EHZ BLOCK 18 57 C E F C E F 25YR-COA 100YR-FEMA CEF SETBACK CEF BLOCK 26 54 CEF CEF E H Z 500YR-COA BLOCK 26 55 BLOCK 18 56 BLOCK 22 10.968 AC. SALVADOR LEON HERNANDEZ DOC. #2009005860 O.P.R.T.C.T. BLOCK 26 43 42 45 46 47 48 49 50 51 52 53 BLOCK 26 INEZ ROAD INEZ ROAD 2.989 AC. GREGORIO B. AYALA DOC. #2008122371, O.P.R.T.C.T. 44 6 7 8 9 7 8 9 10 8 9 10 11 8 9 10 11 L2 L3 L4 L5 L6 L7 L8 L9 L11 L12 L13 L14 L15 L16 L18 L20 L21 L22 BOUNDARY LINE TABLE BOUNDARY LINE TABLE BOUNDARY LINE TABLE LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION L1 4003.68' S62° 26' 10"E 160.42' N27° 30' 30"E 5.00' S88° 30' 20"E 4117.24' S27° 30' 30"W 4.00' S62° 29' 30"E 265.98' S01° 29' 40"W 165.29' S75° 42' 50"W 698.61' N27° 32' 30"E 5.00' N71° 23' 20"W 131.07' N82° 13' 00"W 314.36' N69° 35' 30"W 729.96' S27° 30' 30"W 281.40' N57° 35' 50"W 251.13' N20° 28' 20"E 429.58' S46° 39' 40"W 112.19' N71° 59' 30"W 83.43' N42° 21' 50"W 5.00' S43° 20' 20"E 89.03' N32° 48' 40"W 134.27' S70° 35' 10"E 418.31' S46° 39' 40"W 681.16' N53° 27' 10"W 119.94' N01° 29' 50"E 54.12' N26° 26' 40"E L31 123.06' S67° 54' 00"E 5.00' N43° 20' 20"W 42.49' S46° 39' 40"W L10 2550.43' N62° 46' 10"W 79.05' S49° 55' 40"E 703.69' N62° 46' 10"W 5.00' N56° 21' 10"W 202.70' N89° 56' 40"E 2719.39' N27° 32' 30"E 38.81' N46° 39' 40"E 348.70' N03° 09' 10"W 1362.50' N27° 27' 20"E 38.00' S44° 16' 00"E 241.88' S75° 30' 30"E 633.95' S62° 26' 10"E L43 L44 L45 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 32.23' N46° 39' 40"E 31.85' N36° 41' 10"W 272.44' S44° 22' 00"E 86.10' N75° 42' 40"W 162.86' N45° 53' 20"E 69.76' N01° 29' 40"E 166.80' N46° 39' 40"E 435.23' N26° 18' 20"E 173.51' N47° 14' 30"E 2.00' S71° 49' 50"E 231.29' S43° 11' 00"E 340.32' S26° 48' 30"W 317.70' N46° 39' 40"E 147.31' S01° 29' 40"W BOUNDARY CURVE TABLE CURVE # DELTA RADIUS TANGENT LENGTH CHORD BEARING C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 003°17'46" 936.00' 26.93' 53.84' 53.84' N32° 00' 00"E 013°00'53" 941.00' 107.34' 213.75' 213.29' N40° 09' 20"E 019°09'10" 1064.00' 179.51' 355.67' 354.02' N37° 05' 10"E 001°48'09" 1068.00' 16.80' 33.60' 33.60' N26° 36' 30"E 008°32'42" 1059.00' 79.11' 157.94' 157.79' N05° 46' 00"E 025°18'57" 936.00' 210.21' 413.57' 410.21' N14° 09' 00"E 008°38'21" 1064.00' 80.37' 160.43' 160.28' N22° 29' 20"E 001°59'43" 1066.00' 18.56' 37.12' 37.12' N17° 10' 20"E 012°11'09" 940.00' 100.34' 199.92' 199.55' S20° 43' 00"W 025°18'56" 1060.00' 238.06' 468.35' 464.55' S14° 09' 00"W 008°53'50" 940.00' 73.13' 145.97' 145.82' S23° 03' 40"W 019°09'10" 940.00' 158.59' 314.22' 312.76' S37° 05' 10"W 016°40'33" 1060.00' 155.35' 308.51' 307.42' S38° 19' 30"W 3/25/2021 N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A L L A R E V O N A L P Y R A N M I L E R P I NOTES: 1. SEPARATE INSTRUMENT FLOODPLAIN EASEMENT(S) IS DEFINED AS ANY LOCATION WHERE THE FEMA 100-YR AND 500YR FLOODPLAIN ARE NOT CONTAINED WITHIN THE PROPOSED DRAINAGE EASEMENT. THESE EASEMENTS WILL BE RECORDED DURING PLATTING OF THOSE AREAS. ONCE THE APPROVED CLOMR FOR THOSE AREAS IS RECEIVED FROM FEMA, THEN DEVELOPMENT WITHIN THESE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS, AS IDENTIFIED AND SHOWN ON THIS PRELIMINARY PLAN WILL BE ALLOWED. THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS WILL AUTOMATICALLY TERMINATE ONCE THE APPROVED LOMR IS RECEIVED FROM FEMA. 2. RESIDENTIAL LOTS SHOWN WITHIN THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENT WILL NOT BE PLATTED UNTIL THOSE AREAS ARE BROUGHT OUT OF THE FLOODPLAIN AND THE APPROVED CLOMR AND LOMR ARE RECEIVED FROM FEMA. (BLOCK 45: LOTS 81, 82, 83, 84, 85, 88, 89, 90, 91; AND BLOCK 51: LOT 28) 22 17 24 22 6 5 4 3 2 1 7 6 5 4 3 2 1 4 3 K C O L B 11 12 13 14 15 16 6 4 K C O L B 13 14 15 16 17 18 19 S S A P R A T S R E H T S E S S A P E L E T R E U W GILWELL DRIVE 5 3 K C O L B 24 7 4 K C O L B 12 13 14 15 16 17 18 13 14 15 16 17 18 19 I W E V E G A Y O V R U H T R A 7 6 5 4 3 2 1 7 6 5 4 3 2 1 6 3 K C O L B 12 13 14 15 16 22 8 4 K C O L B 13 14 15 16 17 I G N S S O R C H C N A R E N E G U E 13 BLOCK 37 7 3 K C O L B 2 L 2.000 AC. RAQUEL AYALA DOC.#2008121917 O.P.R.T.C.T. 5.0000 AC. JOHN MICHAEL MORALES AND GLORIA P. MORALES DOC. #2000022144 O.P.R.T.C.T. LOT 1 - ARTURO REYES DOC. #2014131775 O.P.R.T.C.T. 101 LOT 2 - HELIODORO REYES AND HERMELINDA CRUZ DE REYES DOC. #2016015113, O.P.R.T.C.T. LOT 3 - HELIODORO REYES AND HERMELINDA CRUZ DE REYES, DOC. #2016015114 O.P.R.T.C.T. 5 4 K C O L B LOT 4 - AQUILINO AND MARISA CRUZ DOC. #2015132923 O.P.R.T.C.T. 7 6 5 4 3 2 1 7 6 5 4 3 2 1 39 18 19 20 21 22 23 24 25 26 27 28 29 30 6 7 8 9 10 11 12 13 14 15 1 0 4 K C O L B 31 BLOCK 40 BLOCK 43 7 8 9 10 11 12 25 7 8 9 10 11 12 13 14 15 16 53 54 55 56 57 8 9 10 11 12 8 9 10 11 12 8 9 10 11 12 BLOCK 44 33 52 24 16 15 14 13 12 17 16 15 14 13 12 11 10 9 8 7 6 24 23 22 21 20 19 32 31 30 29 28 27 26 25 24 23 NILSDOTTER WAY 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 BLOCK 38 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 42 29 6 7 8 9 10 11 12 13 14 15 30 BLOCK 52 BLOCK 53 MATTEROD DRIVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 22 21 20 23 22 21 20 21 20 19 18 41 40 39 38 37 36 35 34 33 32 31 30 29 28 28 27 26 25 24 23 22 21 23 22 21 20 19 18 17 16 15 38 39 40 41 42 43 44 SEA BISCUIT DRIVE 8 4 L 2 2 L BLOCK 45 14 15 16 17 18 19 20 21 22 23 24 25 28 29 30 31 32 27 AXEL JOHANSON DRIVE BLOCK 45 34 35 36 37 38 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 88 SOPHIE GRACE VIEW BLOCK 45 (EXISTING) SEA BISCUIT DRIVE XVII XVIII XVIIII 4 5 L XX XXI XXII XXIII XXIV XXV 9 4 K C O L B G) TIN XIS (E R L D A MIR D R A A W 5 8 1 N 1 0 0 1 TIO 0 0 2 C E S O, W E T S A H P O.P.R.T.C.T. S, M R A L F L O D R E B XXVI C. # O D (EXISTING) COOMES DRIVE XXVII COOMES DRIVE I E V R D E T N U A T I I I V X X 1 2 3 4 5 6 1 5 K C O L B XXIX 8 9 10 11 12 13 14 VETE DRIVE 0 5 K C O L B 9 10 11 12 13 14 15 16 1 5 K C O L B I E V R D E G R O E G O N U O N 100YR FEMA FLOODPLAIN (ZONE A) A M E R-F Y 0 0 1 BLOCK 51 27 12 22 A X E L J O H A N S O N D R I V E 13 23 12 11 10 2 3 4 9 8 1 0 2 L BLOCK 45 5 500YR-COA CEF SETBACK CWQZ 25YR-COA CEF 100YR-FEMA 25YR-COA L51 2 5 L K 500 YR FLOODPLAIN AND FP EASEMENT (STUDIED) L13 4 1 L 2 1 L BLOCK 45 CWQZ 6 C E F 6 1 L CEF SETBACK 21 20 19 18 17 22 21 20 HEISHBROOK WAY 7 8 9 10 11 12 13 14 15 16 17 19 18 3 1 C S S 2 C L11 45 1 C BLOCK 45 7 1 0 0 Y R - F E M A L10 L53 ROBERTO ANTONIO ALEMAN 10.34 AC. AND JESICA MIREYA ALEMAN DOC. #2018004615 O.P.R.T.C.T. S S 10.49 AC. ALFREDO PADILLA AND INARVIS IMBERT GIL DOC. #2017116552 O.P.R.T.C.T. C W Q Z 5 0 0 Y R - F E M A 5 0 0 Y R - C O A 100YR-COA A O C - R Y 5 2 EHZ BLOCK 45 26 0 Y R - F E M A 0 1 EHZ EHZ BLOCK 45 33 F E C E F E C E F C F E C E H Z CEF EHZ C W Q Z 500YR-FEMA 5 0 0 Y R - C O A BLOCK 45 86 5 Y R - C O A 2 100YR-FEMA CEF SETBACK C E F BLOCK 45 87 F E C E H Z Q Z W C CEF 500 YR FEMA FLOODPLAIN 100 YR FEMA FLOODPLAIN 500 YR FLOODPLAIN AND FP EASEMENT (STUDIED) Q Z W C 73.515 AC. QUALICO CR, LP. DOC. #2008139824 O.P.R.T.C.T. E H Z CEF 9 L CWQZ CEF CEF CEF 10.53 AC. SAUL YANEZ AND JESUS YANEZ Jr. DOC. #2017118951 O.P.R.T.C.T. 10.91 AC. JOHN D. LEGG AND KRISTIN R. LEGG DOC. #2017116551 O.P.R.T.C.T. L8 C E F 45.948 AC. AUSTIN DEL VALLE SHEEP L7 & GOAT, INC. DOC. #2004035688 O.P.R.T.C.T. L 6 L5 L 4 L 3 2.92 AC. AGUILERA JOSE LUIS & MARISOL SUAREZ DOC. #2018192356 O.P.R.T.C.T. O A 41 40 39 38 37 36 17 18 19 20 21 22 17 18 19 20 21 22 16 17 18 19 20 3 3 K C O L B 10 11 12 13 14 15 16 5 4 K C O L B 58 59 60 61 62 63 64 65 66 67 68 5 4 3 2 1 51 50 49 48 47 46 45 44 43 42 41 40 I E V R D S E R C A D E R F L A I E V R D S E R C A D E R F L A CEF F C E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 2 2 K C O L B 13 C E F CEF 12 11 10 9 8 6 5 7 4 3 2 1 100 99 98 97 96 95 94 93 92 91 90 89 S E M O H N O Y L M A L L W I I : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E I / M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 H L W . : # T C E J O R P # E S A C : # E S A C SHEET 3 OF 9 C8J-2018-02135 of 12B-12107.25 AC. D 71, LP. DOC. #2011034364 O.P.R.T.C.T. 128.88' 1.09 AC. T & V HOLDINGS LLC DOC. #201802368 O.P.R.T.C.T. 89.614 AC. T & V HOLDINGS LLC DOC. #2017179745 O.P.R.T.C.T. 9 C L40 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 473.3 CEF 74.74 AC. (TRACT 3) AE JOHANSON, LTD. DOC. #2018008145 O.P.R.T.C.T. 633.95' L56 B L O C K 2 3 4 5 R = 3 0 0 . 0 ' 2 1 EXISTING SIDEWALK 8 C 7 C 14,520 SQ.FT. AE JOHANSON, LTD DOC. #2018008147 O.P.R.T.C.T. 0 . 0 ' 0 3 = R INGAR TRAIL . . W O R . ' 0 5 R= 5 0 . 0 ' R = 3 0 0 . 0 ' 10 11 12 13 14 7 K C O L B 15 16 17 18 19 20 21 22 23 I E V R D F F I L T A R 50' R.O.W. 2 K C O L B 1 4 L D A O M R A L L E ) K G TIN XIS E ( 0' R.O.W. 3 1 2 K C O L B 21 E N A L D O O G N E V E L 1 K C O L B 10' P.U.E (TYP.) s) ara 0.5 v 5'W 4 9 1 ° 0 3 (S 29 50' R.O.W. 28 27 26 25 24 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3 K C O L B 13 12 11 10 9 8 7 6 5 4 3 2 1 . 0 ' =5 0 R E N A L L L U M O B O T T O ' 0 . 0 0 8 = R 5 0 ' R . O . W . 5 4 3 2 1 R=800.0' 5 4 3 2 1 BLOCK 3 ' 0 5 . . W O R . PHERSDOTTER WALK 6 7 8 9 10 11 12 13 14 15 16 17 BLOCK 8 34 33 32 31 30 29 28 27 26 25 24 23 BRUKA VIEW ' 0 5 . . W O R . 6 7 8 9 10 11 12 13 14 15 BLOCK 13 31 30 29 28 27 26 25 24 23 22 21 C 1 0 C 6 . W . ' 6 O 9 . R ' 0 . 4 1 R = 470.0' ' 1 7 . . W O R . ARVID AVENUE R=470.0' 3 4 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 24 BLOCK 17 19 20 21 22 23 R=470.0' 4003.68' L1 12 13 14 15 473.5 11 470.6 10 469.7 9 468.7 8 467.7 7 466.6 6 4 K C O L B R=50.0' 50' R.O.W. T E E R T S P A K S O B R = 5 0.0' E H Z BLOCK 4 C E F A O C - R Y 0 0 1 A O C - R Y 5 2 3 K C O L B K C A B T E S F E C C E F BLOCK 3 46 C E F 15' P.U.E. 5' LANDSCAPE (TYP.) A O C - R Y 0 0 5 31 466.5 PROPOSED SIGHT LINE EASEMENT 465.6 464.8 35 469.9 36 470.1 37 470.2 38 470.1 39 470.0 40 470.3 41 469.9 42 469.6 43 469.5 44 469.6 45 469.0 5' 6 R.O.W. R = 5 0 . 0 ' 50' R.O.W. I E V R D B E L T T O G I ' 0 . 0 7 4 = R 18 19 20 21 22 16 17 18 19 20 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT 500 Y R-C O A BLOCK 17 1 2 5 Y R - C O A F E C L 3 4 3 3 L E H Z 25 EHZ BLOCK 17 BLOCK 26 EHZ 6 A M E F - R Y 0 0 1 Z H E C E F 0 100' 200' N SCALE: 1" = 100' LEGEND CWQZ EHZ CEF SETBACK CEF 100YR-FEMA 500YR-FEMA 25YR-COA 100YR-COA 500YR-COA EXISTING RIGHT-OF-WAY ADJACENT PROPERTY BOUNDARY CREEK CENTERLINE CRITICAL WATER QUALITY ZONE EROSION HAZARD ZONE CRITICAL ENVIRONMENTAL FEATURE BUFFER ZONE WETLAND CRITICAL ENVIRONMENTAL FEATURE 100-YR FEMA FLOODPLAIN 500-YR FEMA FLOODPLAIN 25-YR COA ULTIMATE FLOODPLAIN 100-YR COA ULTIMATE FLOODPLAIN 500-YR COA ULTIMATE FLOODPLAIN & FLOODPLAIN EASEMENT PROPOSED PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED STREET CENTERLINE PROPOSED SIDEWALK PROPOSED EASEMENT PROPOSED LINE OF SIGHT EASEMENT JOINT USE ACCESS EASEMENT SEPARATE INSTRUMENT FLOODPLAIN EASEMENT PROPOSED ALLEY TRAFFIC DIRECTION A C B D KEY MAP NOTES: 1. SEPARATE INSTRUMENT FLOODPLAIN EASEMENT(S) IS DEFINED AS ANY LOCATION WHERE THE FEMA 100-YR AND 500YR FLOODPLAIN ARE NOT CONTAINED WITHIN THE PROPOSED DRAINAGE EASEMENT. THESE EASEMENTS WILL BE RECORDED DURING PLATTING OF THOSE AREAS. ONCE THE APPROVED CLOMR FOR THOSE AREAS IS RECEIVED FROM FEMA, THEN DEVELOPMENT WITHIN THESE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS, AS IDENTIFIED AND SHOWN ON THIS PRELIMINARY PLAN WILL BE ALLOWED. THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS WILL AUTOMATICALLY TERMINATE ONCE THE APPROVED LOMR IS RECEIVED FROM FEMA. 2. RESIDENTIAL LOTS SHOWN WITHIN THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENT WILL NOT BE PLATTED UNTIL THOSE AREAS ARE BROUGHT OUT OF THE FLOODPLAIN AND THE APPROVED CLOMR AND LOMR ARE RECEIVED FROM FEMA. (BLOCK 45: LOTS 81, 82, 83, 84, 85, 88, 89, 90, 91; AND BLOCK 51: LOT 28) 5 5 L 150.0 AC. DEL VALLE INDEPENDENT SCHOOL DISTRICT VOL. 13063, PG. 1165 O.P.R.T.C.T. 14 13 479.1 12 477.3 ARVID AVENUE ' 0 5 . . W O R . R=47 0.0 ' . W . 3 O 9 . R ' ' 0 . 4 1 6 5 4 3 2 474.1 476.0 476.5 476.5 477.3 15' P.U.E. 5' LANDSCAPE (TYP.) 9 474.1 10 475.4 500YR-COA FLOODPLAIN EASEMENT 25YR-COA EXISTING SIDEWALK BLOCK 1 1 L 3 8 L 3 7 L36 L 4 2 L43 K ( E E L X I S L A M T I N R G ) O A D L 4 4 EHZ L31 L32 CEF L 3 0 BLOCK 23 17 500YR-COA FLOODPLAIN EASEMENT 25YR-COA BLOCK 23 27 C E F 500YR-COA EHZ 477.6 477.5 477.3 477.1 476.9 476.7 476.1 476.2 476.0 18 19 20 21 22 23 24 25 26 BLOCK 23 EXISTING SIDEWALK 479.3 16 15 14 13 12 = 5 0 . 0 ' R 11 10 9 ' 0 5 . . W O R . 12 13 14 TUFVESSON DRIVE R= 5 0 . 0 ' 11 10 9 12 13 14 28 29 30 54 C16 L 4 5 1 1 C MATCHLINE - SEE PLAN C 55 4 C 1 C 5 Z H E L 2 9 L28 100 Y R-C O A 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT 462.4 BLOCK 26 5 15' P.U.E. 5' LANDSCAPE (TYP.) ' 0 5 . . W O R . AUGUST GALLOP LANE 1 2 3 4 5 6 7 8 22 BLOCK 27 21 20 19 18 17 16 15 14 0.0' 5 = R I D A O R O L S S R A C S O 7 2 L 4 3 2 5 0 0 Y R - C O A R = 5 0 . 0 ' 50' R.O.W. 9 10 11 12 13 ' 0 5 . . W O R . ' 1 6 . . W O R . AUSARINA TRACE 28 27 26 25 24 23 22 21 20 19 18 17 16 15 9 8 7 6 5 4 3 2 1 7 8 BLOCK 1 11 E H Z E H Z A O R - C Y 0 0 1 15' P.U.E. 5' LANDSCAPE (TYP.) 5 4 3 2 1 467.7 467.3 8 1 K C O L B B N A L P E E S - E N I L H C T A M 5 0 C 0 W Y Q Z R - C O A 1 0 0 Y R - C O A BLOCK 26 7 , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N 3/25/2021 N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A A N A L P Y R A N M L E R P I I S E M O H N O Y L M A L L W I I : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E I / M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 H L W . : # T C E J O R P # E S A C : # E S A C SHEET 4 OF 9 C8J-2018-02136 of 12B-124003.68' L1 (N59°45'W 1715.3 varas) 275.5075 AC. ZOHO CORPORATION DOC. #2019003288 O.P.R.T.C.T. 8.275 AC. DERALD GUTIERREZ SR. AND WIFE, GRACIE GUTIERREZ VOL. 12533, PG. 1947 O.P.R.T.C.T. REMAINDER 22.029 AC. BOBBY R. AND MARY C. THOMAS DOC. #2000056791 O.P.R.T.C.T. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6 7 8 9 10 11 12 13 14 15 16 33 BLOCK 9 BLOCK 10 25 6 7 8 9 10 11 12 6 7 8 9 10 11 12 13 32 31 30 29 28 27 26 25 24 23 22 24 23 22 21 20 19 18 5.050 AC. PEDRO LEON HERNANDEZ DOC. #2014118651 O.P.R.T.C.T. 6 K C O L B 7 8 9 10 11 12 6 7 8 9 10 11 12 1 2 3 4 5 6 7 BLOCK 15 25 20 21 BLOCK 16 24 23 22 21 20 19 18 19 18 17 16 15 14 13 ' 5 6 . . W O R . ARVID AVENUE 6 7 8 9 10 11 12 6 7 8 9 10 11 12 13 14 15 16 17 18 19 BLOCK 20 25 BLOCK 21 39 24 23 22 21 20 19 18 38 37 36 35 34 33 32 31 30 29 28 27 26 25 R=50.0' R.O.W. T E E R T S P A K S O B R = 5 0.0' 5 4 3 2 1 PROPOSED EASEMENT BLOCK 4 HABERMAN LANE ' 0 5 . . W O R . I E V R D E D A F I R = 3 0 0 . 0 ' 467.7 5 467.3 4 466.5 3 4 K C O L B 2 465.6 464.8 1 . W . ' 5 O 6 . R 1 462.8 462.5 2 461.5 3 8 1 K C O L B 6 5 4 3 2 1 R = 3 0 0 ' . 0 I E V R D E D A F I 23 4 3 2 1 ODLARE DRIVE ' 0 5 . . W O R . BLOCK 14 21 20 22 19 18 R = 1 0 0 0 . 0 ' ARVID AVENUE 5 6 7 8 BLOCK 19 18 17 16 15 14 R = 5 0.0' ANNA MARIA DRIVE ' 0 5 . . W O R . 17 18 19 20 21 13 14 15 16 17 9 10 11 12 13 63' R.O.W. I W E V N A R A V A B I I W E V N A R A V A B I 63' R.O.W. BLOCK 18 5 4 3 2 1 5 4 3 2 1 5 4 3 2 1 BLOCK 18 100YR FEMA FLOODPLAIN (ZONE A) 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT 5 0 0 Y R - C O A 5 BLOCK 18 4 C E F S E T B A C K 25YR-COA C E F EHZ BLOCK 18 100YR-FEMA 32 Y R - C O A 0 0 1 58 BLOCK 18 A N A L P E E S - E N I L H C T A M 1 0 0 Y R - F E M A 5 0 C W 0 Y Q R - Z C O A 1 0 0 Y R - C O A BLOCK 26 7 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT 36 BLOCK 5 HABERMAN LANE BLOCK 11 15' P.U.E. 5' LANDSCAPE (TYP.) 26 25 24 23 22 21 20 19 ' 0 5 . . W O R . ODLARE DRIVE 13 14 15 16 17 13 14 15 16 17 13 14 15 16 17 50' R.O.W. E C A R R E T D R O K S 50' R.O.W. E C A R R E T D R O K S 5 4 3 2 1 5 4 3 2 1 . R O W . . 5 0 ' 2 1 K C O L B 12 11 10 9 8 7 6 5 4 3 2 1 E N A L K R A M S E T E B 50' R.O.W. 14 15 16 17 18 8 9 10 11 12 I G N S S O R C H C N A R E N E G U E 61' R.O.W. 65' R.O.W. 13 14 15 16 17 18 19 20 21 22 23 24 20 21 22 23 24 . R O W . . 6 5 ' ' 0 5 . . W O R . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 6 K C O L B 18 . R O W . . 6 1 ' 2 2 K C O L B CEF SETBACK 25YR-COA EHZ 57 C E F C E F 25YR-COA 100YR-FEMA CEF SETBACK CEF BLOCK 26 54 CEF C E F 100YR FEMA FLOODPLAIN (ZONE A) 15' P.U.E. 5' LANDSCAPE (TYP.) BLOCK 26 BLOCK 26 500YR-COA 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT 55 13 C E F s) s) ara ara 2.3 v 2.3 v 2'E 1 2'E 1 8 8 4 4 1 1 ° ° 0 0 3 3 (N (N BLOCK 37 13 65' R.O.W. CEF E H Z ' . 0 0 7 4 = R 2 5 Y R - C O A E HZ C E F 456.8 43 456.7 42 457.8 458.2 458.2 458.1 457.1 456.2 455.7 454.8 454.3 45 46 47 48 49 50 51 52 53 463.1 462.4 462.5 461.5 460.7 460.0 459.2 459.2 458.6 458.1 15 16 17 18 19 20 21 22 23 24 MATCHLINE - SEE PLAN D 25 457.8 26 457.8 27 458.3 28 458.7 29 459.5 30 460.3 31 461.0 32 461.9 33 462.5 34 463.0 35 BLOCK 26 5 4 10 11 12 3 3 K C O L B 6 5 4 11 12 13 12 13 14 5 3 K C O L B 7 6 5 12 13 6 3 K C O L B BLOCK 26 44 6 7 8 9 7 8 9 10 8 9 10 11 8 9 10 11 50' R.O.W. 50' R.O.W. 50' R.O.W. INEZ ROAD INEZ ROAD ' 0 5 . . W O R . 7 6 5 12 450.6 2.989 AC. GREGORIO B. AYALA DOC. #2008122371, O.P.R.T.C.T. 3' 3' 0.4 0.4 7 7 6 6 2 2 2.000 AC. RAQUEL AYALA DOC.#2008121917 O.P.R.T.C.T. 11 10 9 8 7 7 3 K C O L B O A 100 Y R-C 458.3 41 40 460.1 39 461.5 462.7 38 37 36 =50. 0 ' R 50' R.O.W. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 33 34 35 36 37 38 39 40 41 45 46 47 48 49 50 51 52 53 54 55 31 460.1 460.4 460.7 461.1 461.5 462.0 462.2 462.4 462.3 462.1 461.6 461.1 460.6 460.2 459.8 458.8 458.2 457.8 457.5 457.2 456.9 456.8 456.7 456.9 457.0 456.3 455.6 455.9 456.1 461.5 456.6 456.9 457.2 457.2 457.1 457.0 461.5 457.6 458.0 458.4 458.8 458.9 459.0 458.9 458.6 458.3 457.9 457.3 456.8 ANNA MARIA DRIVE BLOCK 18 43 44 42 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT BLOCK 18 BLOCK 18 12 452.8 56 ' 0 . 0 7 4 = R BLOCK 22 10.968 AC. SALVADOR LEON HERNANDEZ DOC. #2009005860 O.P.R.T.C.T. NOTES: 1. SEPARATE INSTRUMENT FLOODPLAIN EASEMENT(S) IS DEFINED AS ANY LOCATION WHERE THE FEMA 100-YR AND 500YR FLOODPLAIN ARE NOT CONTAINED WITHIN THE PROPOSED DRAINAGE EASEMENT. THESE EASEMENTS WILL BE RECORDED DURING PLATTING OF THOSE AREAS. ONCE THE APPROVED CLOMR FOR THOSE AREAS IS RECEIVED FROM FEMA, THEN DEVELOPMENT WITHIN THESE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS, AS IDENTIFIED AND SHOWN ON THIS PRELIMINARY PLAN WILL BE ALLOWED. THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS WILL AUTOMATICALLY TERMINATE ONCE THE APPROVED LOMR IS RECEIVED FROM FEMA. 2. RESIDENTIAL LOTS SHOWN WITHIN THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENT WILL NOT BE PLATTED UNTIL THOSE AREAS ARE BROUGHT OUT OF THE FLOODPLAIN AND THE APPROVED CLOMR AND LOMR ARE RECEIVED FROM FEMA. (BLOCK 45: LOTS 81, 82, 83, 84, 85, 88, 89, 90, 91; AND BLOCK 51: LOT 28) , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N CWQZ EHZ CEF SETBACK CEF 100YR-FEMA 500YR-FEMA 25YR-COA 100YR-COA 500YR-COA N 0 100' 200' SCALE: 1" = 100' LEGEND EXISTING RIGHT-OF-WAY ADJACENT PROPERTY BOUNDARY CREEK CENTERLINE CRITICAL WATER QUALITY ZONE EROSION HAZARD ZONE CRITICAL ENVIRONMENTAL FEATURE BUFFER ZONE WETLAND CRITICAL ENVIRONMENTAL FEATURE 100-YR FEMA FLOODPLAIN 500-YR FEMA FLOODPLAIN 25-YR COA ULTIMATE FLOODPLAIN 100-YR COA ULTIMATE FLOODPLAIN 500-YR COA ULTIMATE FLOODPLAIN & FLOODPLAIN EASEMENT PROPOSED PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED STREET CENTERLINE PROPOSED SIDEWALK PROPOSED EASEMENT PROPOSED LINE OF SIGHT EASEMENT JOINT USE ACCESS EASEMENT SEPARATE INSTRUMENT FLOODPLAIN EASEMENT XXX.X PROPOSED ALLEY TRAFFIC DIRECTION MINIMUM FINISHED FLOOR ELEVATION 3/25/2021 A C B D KEY MAP B N A L P Y R A N M L E R P I I N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A S E M O H N O Y L M A L L W I I : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E I / M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 H L W . : # T C E J O R P # E S A C : # E S A C SHEET 5 OF 9 C8J-2018-02137 of 12B-1250' R.O.W. 50' R.O.W. 27 26 25 24 23 26 25 50' R.O.W. 6 7 8 9 10 11 12 13 14 15 BLOCK 30 7 8 9 BLOCK 31 18 19 20 21 22 23 24 25 26 27 28 29 30 1 6 7 8 9 10 11 12 13 14 15 50' R.O.W. BLOCK 43 A 7 8 9 , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N BLOCK 26 7 0 100' 200' SCALE: 1" = 100' LEGEND 464.4 463.1 462.4 462.5 14 15 16 17 CWQZ EHZ CEF SETBACK CEF 100YR-FEMA 500YR-FEMA 25YR-COA 100YR-COA 500YR-COA EXISTING RIGHT-OF-WAY ADJACENT PROPERTY BOUNDARY CREEK CENTERLINE CRITICAL WATER QUALITY ZONE EROSION HAZARD ZONE CRITICAL ENVIRONMENTAL FEATURE BUFFER ZONE WETLAND CRITICAL ENVIRONMENTAL FEATURE 100-YR FEMA FLOODPLAIN 500-YR FEMA FLOODPLAIN 25-YR COA ULTIMATE FLOODPLAIN 100-YR COA ULTIMATE FLOODPLAIN 500-YR COA ULTIMATE FLOODPLAIN & FLOODPLAIN EASEMENT PROPOSED PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED STREET CENTERLINE PROPOSED SIDEWALK PROPOSED EASEMENT PROPOSED LINE OF SIGHT EASEMENT JOINT USE ACCESS EASEMENT SEPARATE INSTRUMENT FLOODPLAIN EASEMENT N B D 31 30 29 28 27 26 25 24 23 22 24 23 22 XXX.X PROPOSED ALLEY TRAFFIC DIRECTION MINIMUM FINISHED FLOOR ELEVATION 3/25/2021 GILWELL DRIVE ' 1 7 . . W O R . 32 BLOCK 42 31 30 29 28 27 26 25 24 23 22 C 24 23 22 NOTES: 1. THE INTERSECTION OF AUSARINA TRACE AND KELLAM ROAD SHALL BE A RIGHT-IN/RIGHT-OUT INTERSECTION MATTEROD DRIVE ' 0 5 . . W O R . 6 7 8 9 10 11 12 13 14 15 16 17 18 BLOCK 52 15' P.U.E. 5' LANDSCAPE (TYP.) R=500.0' 41 40 39 38 37 36 35 34 33 32 31 VIIII HORTENSIA VILLEGAS DOC. 2018066713 D I A O R O L S S R A C S O 3 2 BLOCK 27 21 20 19 18 17 16 15 14 AUSARINA TRACE 6 7 8 9 10 11 12 13 14 15 BLOCK 29 8 2 K C O L B 30 29 28 27 26 25 24 23 22 21 EDNA MAXINE WALK ' 0 5 . . W O R . 31 32 1 I I D A O R E R A R P Y L R E V E B I I D A O R E R A R P Y L R E V E B ' 1 6 . . W O R . 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 5 4 3 2 1 5 4 3 2 1 5 4 3 2 1 17 16 15 14 13 12 MATCHLINE - SEE PLAN A R E N A L A M L I H 3 2 K C O L B 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 28 4 2 K C O L B . . W O R . ' 5 6 4 5 6 7 8 50' R.O.W. 8 3 K C O L B 3 2 1 17 9 10 11 9 3 K C O L B D A O R T D R A H N R E B D A O R T D R A H N R E B 50' R.O.W. 14 13 12 11 10 9 8 7 6 5 4 3 2 1 50 49 48 47 46 45 44 43 42 41 40 (EXISTING) GILWELL DRIVE 64' R.O.W. ' 5 6 . . W O R . R L D A MIR D R A A W G) TIN XIS (E S, M R A L F L O D R E B O, W E T S A H P N 2 TIO C E S 4 8 1 0 0 1 0 0 2 C. # O D O.P.R.T.C.T. 1 1 C 55 4 C 54 11 10 9 8 7 6 5 4 3 2 1 12 13 14 15 16 17 18 19 20 21 22 27 5 2 K C O L B 0 ' H T A P S U A H A M L A ' 0 . 0 0 3 = R 50' R.O.W. 28 29 30 31 32 33 34 35 36 37 38 39 3 2 K C O L B 53 52 51 50 49 48 47 46 45 56 T R U O C L E O J 50' R.O.W. 24 23 R=472.0' PROPOSED SIGHT LINE EASEMENT 40 41 42 43 44 GILW ELL D RIVE 5' 6 R.O.W. R=470.0' PROPOSED SIGHT LINE EASEMENT ' 3 9 . . W O R . ' 0 . 4 1 57 7 4 L 3 2 K C O L B D A O M R A L L E ) K G TIN XIS E ( 0' R.O.W. 3 1 L24 3 2 L ' 0 . 4 1 ' 3 9 . . W O R . 0 4 K C O L B 2 1 C 1 4 K C O L B 3 C 16 15 14 13 12 17 16 15 14 13 12 11 10 9 8 7 6 31 BLOCK 40 R = 5 0.0' ' 0 5 . . W O R . NILSDOTTER WAY 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 BLOCK 38 5 4 3 2 R=5 0 . 0 ' 50' R.O.W. S S A P S U A L O K C N I R =50.0' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 15' P.U.E. 5' LANDSCAPE (TYP.) (EXISTING) SEA BISCUIT DRIVE 56' R.O.W. ' 6 5 . . W O R . ' 0 5 . . W O R . 23 22 21 20 19 18 17 16 15 38 39 40 41 42 43 44 SEA BISCUIT DRIVE 1 8 4 L 2 2 L R L D A MIR D R A A W G) TIN XIS (E S, M R A L F L O D R E B O, W E T S A H P N 1 TIO C E S 5 8 1 0 0 1 0 0 2 C. # O D O.P.R.T.C.T. XVII XVIII XVIIII XX XXI XXII XXIII XXIV XXV XXVI XXVII 7 6 5 4 3 2 1 9 4 K C O L B I E V R D E T N U A T 50' R.O.W. R = 5 0.0' (EXISTING) COOMES DRIVE 56' R.O.W. ' 6 5 . . W O R . COOMES DRIVE I I I V X X 9' 9' 0.1 0.1 7 7 3 3 1 2 3 4 5 6 1 5 K C O L B XXIX 8 9 10 11 12 13 14 VETE DRIVE ' 0 5 . . W O R . . 0 ' = 5 0 R 460.8 460.8 460.8 460.8 460.8 460.5 461.5 100YR FEMA FLOODPLAIN (ZONE A) BLOCK 51 EXISTING SIDEWALK L49 0 5 L 8 7 6 5 4 3 2 1 0 5 K C O L B 9 10 11 12 13 14 15 16 1 5 K C O L B 50' R.O.W. I E V R D E G R O E G O N U O N A M E R-F Y 0 0 1 27 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT 15' P.U.E. 5' LANDSCAPE (TYP.) L51 2 5 L 37 36 35 460.8 34 460.8 33 460.8 32 460.8 31 460.8 30 460.8 29 460.8 28 460.8 460.8 26 25 460.8 24 460.8 460.8 23 21 20 19 18 17 22 21 ' 0 5 . . W O R . HEISHBROOK WAY 462.5 20 462.5 19 18 7 8 9 10 11 12 13 14 15 16 17 3 1 C 2 C L11 45 1 C I s) ara 9.0 v 5'E 9 7 1 ° 0 3 (N II III IV V VI VII VIII VIIII X XI XII XIII XIIII XV XVI 5' 6.4 9 9 4 5 L 4' 1.6 4 4 L53 (N60°00'W 1221.3 varas) L10 BLOCK 45 7 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT 1 0 0 Y R - F E M A 50' R.O.W. PROPOSED SIGHT LINE EASEMENT 8 9 10 11 18 19 20 21 22 5 4 3 2 1 Y A W D E R D L M Y D A L I 5 0 ' R . O . W . R = 4 7 0 . 0 ' 1' 6 R.O.W. 1 0 2 L 23 A X E L J O H A N S O N D R I V E BLOCK 45 13 459.0 12 458.5 2 458.8 3 4 458.8 458.3 9 458.9 8 458.5 11 458.4 10 458.7 BLOCK 45 5 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT 500YR-COA CEF SETBACK 8 1 L CWQZ 25YR-COA CEF 100YR-FEMA 25YR-COA L13 4 1 L 2 1 L 6 1 L CEF SETBACK BLOCK 45 6 CWQZ C E F 50' R.O.W. H T A P E R U T S A P R E F N N E J I ' 0 5 . . W O R . 11 12 13 16 17 18 19 20 16 17 18 19 20 21 16 17 18 19 20 21 8 461.8 9 461.4 10 463.3 11 465.1 ' 0 5 . . W O R . 12 13 6 5 4 3 2 1 6 5 4 3 2 1 ' 5 6 . . W O R . 25 BLOCK 45 5 0 0 Y R - F E M A ' 0 5 . . W O R . 26 0 Y R - F E M A 0 1 EHZ EHZ KEY MAP BERDOLL FARMS SUBDIVISION NO. NAME RECORDING INFO.LOT-BLOCK PHASE SECTION DALVIN HILL DOC. 2015125084 27-K I II III IV V VI VII X XI XII JAIME RODRIGUEZ DOC. 2003220711 DANIEL GARCIA JORGE LOPEZ DOC. 2017124309 DOC. 2003257279 TONY MALDONADO DOC. 2003277859 RAMON & CLAUDIA ALEMAN DOC. 2008146113 SABRINA KRIX DOC. 2017177618 VIII ERIK CANTU & ISABEL CAMPOS DOC. 2018025213 FRANCISCO LOPEZ & MARIA CASTRO DOC. 2005034537 EDER VAZQUEZ GARCIA DOC.2017018767 HOANGTHUY TRAN & MINH TRANDOC. 2013139424 XIII ROBERT SEPEDA Jr. DOC. 2015065123 XIV SCOTT QUEEN DOC. 2004058265 XV ESMERALDA ARZOLA DOC. 2010095628 XVI JOE & MARY HERRERA DOC. 2004015965 XVIII ERNESTO & ROSA LEYVA DOC. 2016102379 XIX FERNANDO CAMPOS DOC. 2003193603 XX CLAUDIA ISLAS DOC. 2014184428 XXI BIOLA & EDWARD VILLASANA DOC. 2010087622 XXII MARK WINKLEMAN DOC. 2017194214 XXIII MARY LOPEZ DOC. 2008150824 XXIV OGUER BENITEZ-MILLAN & REBECA SANCHEZ-SALGADO DOC. 2012102969 XXV OFELIA & EFRIAN MEDRANO DOC. 2014040968 XXVI ADOLF DE LOS SANTOS DOC. 2003097304 XXVII EVARISTO TINOCO DOC. 2017129940 XXVIII JUVENAL LANDEROS DOC. 2016087657 XXIX BERDOLL FARMS AUSTIN DOC. 2007158516 TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO TWO 15-L 14-L 13-L 12-L 11-L 10-L 11-E 10-E 9-L 8-L 7-L 6-L 5-L 4-L 3-L 2-L 1-L 9-E 8-E 7-E 6-E 5-E 4-E 3-E 2-E 1-E 15-B 16-B 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 NOTES: 1. SEPARATE INSTRUMENT FLOODPLAIN EASEMENT(S) IS DEFINED AS ANY LOCATION WHERE THE FEMA 100-YR AND 500YR FLOODPLAIN ARE NOT CONTAINED WITHIN THE PROPOSED DRAINAGE EASEMENT. THESE EASEMENTS WILL BE RECORDED DURING PLATTING OF THOSE AREAS. ONCE THE APPROVED CLOMR FOR THOSE AREAS IS RECEIVED FROM FEMA, THEN DEVELOPMENT WITHIN THESE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS, AS IDENTIFIED AND SHOWN ON THIS PRELIMINARY PLAN WILL BE ALLOWED. THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS WILL AUTOMATICALLY TERMINATE ONCE THE APPROVED LOMR IS RECEIVED FROM FEMA. 2. RESIDENTIAL LOTS SHOWN WITHIN THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENT WILL NOT BE PLATTED UNTIL THOSE AREAS ARE BROUGHT OUT OF THE FLOODPLAIN AND THE APPROVED CLOMR AND LOMR ARE RECEIVED FROM FEMA. (BLOCK 45: LOTS 81, 82, 83, 84, 85, 88, 89, 90, 91; AND BLOCK 51: LOT 28) D N A L P E E S - E N I L H C T A M F E C C N A L P Y R A N M L E R P I I N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A S E M O H N O Y L M A L L W I I : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E I / M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 H L W . : # T C E J O R P # E S A C : # E S A C SHEET 6 OF 9 R=470.0' 14 15 16 17 18 19 20 21 22 23 24 25 459.9 459.0 458.8 458.1 461.5 457.0 457.0 457.0 456.9 461.5 455.7 455.1 XVII REESE YONKIN & ASHLEY GANNDOC. 2010154272 C8J-2018-02138 of 12B-1223 22 21 20 19 32 31 30 29 28 27 26 25 24 23 XXX.X PROPOSED ALLEY TRAFFIC DIRECTION MINIMUM FINISHED FLOOR ELEVATION 3/25/2021 463.1 462.4 462.5 461.5 460.7 460.0 459.2 459.2 458.6 458.1 15 16 17 18 19 20 21 22 23 24 25 457.8 26 457.8 27 458.3 28 458.7 29 459.5 30 460.3 461.0 31 32 461.9 33 462.5 34 463.0 35 32 31 30 29 28 27 26 25 24 23 21 20 19 18 17 23 22 21 20 19 21 20 19 18 17 7 8 9 10 11 12 13 14 15 16 53 54 55 56 57 8 9 10 11 12 8 9 10 11 12 8 9 10 11 12 50' R.O.W. 50' R.O.W. 50' R.O.W. 22 17 24 22 11 12 13 14 15 16 4 3 K C O L B 6 5 4 3 2 1 7 6 5 4 3 2 1 S S A P R A T S R E H T S E S S A P E L E T R E U W 24 6 4 K C O L B 13 14 15 16 17 18 19 5 3 K C O L B 24 7 4 K C O L B 12 13 14 15 16 17 18 13 14 15 16 17 18 19 GILWELL DRIVE I W E V E G A Y O V R U H T R A 7 6 5 4 3 2 1 7 6 5 4 3 2 1 DOC.#2008121917 O.P.R.T.C.T. MATCHLINE - SEE PLAN B 2 L 65' R.O.W. 5.0000 AC. JOHN MICHAEL MORALES AND GLORIA P. MORALES DOC. #2000022144 O.P.R.T.C.T. CWQZ EHZ CEF SETBACK CEF 100YR-FEMA 500YR-FEMA 25YR-COA 100YR-COA 500YR-COA I G N S S O R C H C N A R E N E G U E LOT 1 - ARTURO REYES 9' 9' 0.4 0.4 DOC. #2014131775 O.P.R.T.C.T. 8 8 LOT 2 - HELIODORO REYES AND HERMELINDA CRUZ DE REYES DOC. #2016015113, O.P.R.T.C.T. 101 8' 8' 0.3 0.3 6 6 1 1 5 4 K C O L B 50' R.O.W. LOT 3 - HELIODORO REYES AND HERMELINDA CRUZ DE REYES, DOC. #2016015114 O.P.R.T.C.T. 7 3 K C O L B ' 1 6 . . W O R . 100 8 7 6 5 4 3 2 1 99 98 97 96 95 94 93 92 N 0 100' 200' SCALE: 1" = 100' LEGEND EXISTING RIGHT-OF-WAY ADJACENT PROPERTY BOUNDARY CREEK CENTERLINE CRITICAL WATER QUALITY ZONE EROSION HAZARD ZONE CRITICAL ENVIRONMENTAL FEATURE BUFFER ZONE WETLAND CRITICAL ENVIRONMENTAL FEATURE 100-YR FEMA FLOODPLAIN 500-YR FEMA FLOODPLAIN 25-YR COA ULTIMATE FLOODPLAIN 100-YR COA ULTIMATE FLOODPLAIN 500-YR COA ULTIMATE FLOODPLAIN & FLOODPLAIN EASEMENT PROPOSED PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED STREET CENTERLINE PROPOSED SIDEWALK PROPOSED EASEMENT PROPOSED LINE OF SIGHT EASEMENT JOINT USE ACCESS EASEMENT SEPARATE INSTRUMENT FLOODPLAIN EASEMENT A C B D KEY MAP EDNA MAXINE WALK 7 8 9 10 11 12 13 14 15 16 BLOCK 32 33 15' P.U.E. 5' LANDSCAPE (TYP.) BLOCK 44 33 ' 0 5 . . W O R . MATTEROD DRIVE BLOCK 53 37 36 ' 0 5 . . W O R . 17 18 19 20 21 22 17 18 19 20 21 22 16 17 18 19 20 I E V R D S E R C A D E R F L A 50' R.O.W. 50' R.O.W. I E V R D S E R C A D E R F L A R =50.0' 3 3 K C O L B 10 11 12 13 14 15 16 52 5 4 K C O L B 58 59 60 61 62 63 64 65 66 67 68 5 4 3 2 1 ' 5 6 . . W O R . 51 50 49 48 47 46 45 44 43 42 41 E H Z 17 18 19 20 21 22 42 63' R.O.W. 29 6 7 8 9 10 11 12 13 14 15 30 50' R.O.W. 50' R.O.W. 50' R.O.W. 31 30 29 28 28 27 26 25 24 23 22 21 23 22 21 20 23 22 21 20 21 20 19 18 ' 0 5 . . W O R . AXEL JOHANSON DRIVE BLOCK 45 34 35 36 37 460.6 462.2 461.5 461.9 462.8 38 463.7 R = 5 0.0' 15' P.U.E. 5' LANDSCAPE (TYP.) SOPHIE GRACE VIEW BLOCK 45 ' 0 5 . . W O R . 5 0.0' R = 445.5 91 445.6 90 89 445.7 40 464.2 69 463.6 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 459.3 459.1 458.3 457.5 456.3 455.3 453.4 451.8 451.2 451.5 450.2 448.9 448.7 88 445.8 70 462.3 458.7 460.5 6 3 K C O L B 12 13 14 15 16 ' 5 6 . . W O R . 22 8 4 K C O L B 13 14 15 16 17 BLOCK 45 86 1' 2.0 9 1 LOT 4 - AQUILINO AND MARISA CRUZ DOC. #2015132923 O.P.R.T.C.T. 500YR FEMA FLOODPLAIN 73.515 AC. QUALICO CR, LP. DOC. #2008139824 O.P.R.T.C.T. 100YR FEMA FLOODPLAIN 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT NOTES: 1. SEPARATE INSTRUMENT FLOODPLAIN EASEMENT(S) IS DEFINED AS ANY LOCATION WHERE THE FEMA 100-YR AND 500YR FLOODPLAIN ARE NOT CONTAINED WITHIN THE PROPOSED DRAINAGE EASEMENT. THESE EASEMENTS WILL BE RECORDED DURING PLATTING OF THOSE AREAS. ONCE THE APPROVED CLOMR FOR THOSE AREAS IS RECEIVED FROM FEMA, THEN DEVELOPMENT WITHIN THESE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS, AS IDENTIFIED AND SHOWN ON THIS PRELIMINARY PLAN WILL BE ALLOWED. THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENTS WILL AUTOMATICALLY TERMINATE ONCE THE APPROVED LOMR IS RECEIVED FROM FEMA. 2. RESIDENTIAL LOTS SHOWN WITHIN THE SEPARATE INSTRUMENT FLOODPLAIN EASEMENT WILL NOT BE PLATTED UNTIL THOSE AREAS ARE BROUGHT OUT OF THE FLOODPLAIN AND THE APPROVED CLOMR AND LOMR ARE RECEIVED FROM FEMA. (BLOCK 45: LOTS 81, 82, 83, 84, 85, 88, 89, 90, 91; AND BLOCK 51: LOT 28) 7 6 5 4 3 2 1 7 6 5 4 3 2 1 ' 0 5 . . W O R . 39 BLOCK 26 . . W O R . ' 0 5 8 9 10 11 12 BLOCK 31 25 23 22 21 20 19 BLOCK 43 8 9 10 11 12 63' R.O.W. E C A R R E T M R A F H S D E W S I 13 14 15 16 17 18 13 14 15 16 17 18 23 24 25 26 27 6 5 4 3 2 1 6 5 4 3 2 1 5 4 3 2 1 ' 5 6 . . W O R . ' 0 5 . . W O R . ' 0 5 . . W O R . 25 455.1 27 454.5 28 29 30 31 32 454.3 454.8 454.8 455.2 455.7 Z Q W C 5 0 0 Y R - C O A 100YR-COA A O C - R Y 5 2 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT EHZ F E C F E C Z H E C N A L P E E S - E N I L H C T A M F E C E F C BLOCK 45 33 F E C CEF EHZ CEF C W Q Z 500YR-FEMA 5 0 0 Y R - C O A 5 Y R - C O A 2 500YR FULLY DEVELOPED FLOODPLAIN EASEMENT CEF SETBACK 100YR-FEMA F E C E H Z C E F 87 BLOCK 45 Q Z W C CEF F C E E H Z CEF 9 L CWQZ CEF CEF CEF S A U L Y A N E Z 1 0 . 5 3 A C . A N D J E S U S # 2 0 1 7 1 1 8 9 5 1 Y A N E Z J r . O . P . R . T . C . T . D O C . L E G G A N D L E G G 1 0 . 9 1 A C . # 2 0 1 7 1 1 6 5 5 1 J O H N D . K R I S T I N R . O . P . R . T . C . T . D O C . L8 C E F L 3 45.948 AC. AUSTIN DEL VALLE SHEEP & GOAT, INC. DOC. #2004035688 O.P.R.T.C.T. L7 L 6 L5 L 4 , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N D N A L P Y R A N M L E R P I I N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A S E M O H N O Y L M A L L W I I : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E I / M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 H L W . : # T C E J O R P # E S A C : # E S A C SHEET 7 OF 9 C8J-2018-02139 of 12B-12NOTE: PROPOSED TREES WILL BE PLACED IN THE 5 FT LANDSCAPE EASEMENT OUTSIDE THE ROW. NO TREES ARE ALLOWED WITHIN THE ROW 2.5' 15.0' 2.5' ROW ROW 2% 2% 20' J.U.A.E - ONE-WAY ALLEY 20' J.U.A.E. N.T.S. 15.0' P.U.E. 5.0' L.E. 2.00' (TYP.) 6.0' SIDEWALK 2.0% ROW ROW 15.0' P.U.E. 5.0' L.E. 2.00' (TYP.) 11.5' 6.0' SIDEWALK 2.0% ROW 15.0' P.U.E. 5.0' L.E. 2.00' (TYP.) 15.5' 10.0' SIDEWALK 2.0% ROW 15.0' P.U.E. 18.5 5.0' L.E. 2.00' (TYP.) 10.0' SIDEWALK 2.0% 15.0' P.U.E. 5.0' L.E. 2.0' (TYP.) 11.0' 4.0' MINIMUM SIDEWALK 2.0% 50.0' R.O.W. 28.0' F - F 2% 2% 11.0' 4.0' MINIMUM SIDEWALK 2.0% 15.0' P.U.E. 5.0' L.E. 2.0' (TYP.) STREET & ROW CL 50' R.O.W. - LOCAL STREET N.T.S. ROW 17.5' 17.5' 15.0' P.U.E. 6.0' SIDEWALK 2.0% 5.0' L.E. 2.00' (TYP.) ROW ROW 11.5' 6.0' SIDEWALK 2.0% 11.5' 6.0' SIDEWALK 2.0% 15.0' P.U.E. 5.0' L.E. 2.00' (TYP.) 15.0' P.U.E. 5.0' L.E. 2.00' (TYP.) ROW 15.0' P.U.E. 5.0' L.E. 2.00' (TYP.) 14.5' 6.0' SIDEWALK 2.0% 63.0' R.O.W. 28.0' F - F 2% 2% 61.0' R.O.W. N.T.S. 38.0' F - F 22.0' STREET & ROW CL 63' R.O.W. - LOCAL STREET A 8.0' PARKING TRAVEL LANE TRAVEL LANE 8.0' PARKING 2% 2% 61' R.O.W. - RESIDENTIAL COLLECTOR 3 STREET & ROW CL 8.0' PARKING TRAVEL LANE TRAVEL LANE 8.0' PARKING 2% 2% 32.5' 2.0' ROW CL STREET CL 65' R.O.W. - RESIDENTIAL COLLECTOR 2 8.0' PARKING TRAVEL LANE TRAVEL LANE 8.0' PARKING 2% 2% 35.5' 2.0' ROW CL STREET CL 71' R.O.W. - RESIDENTIAL COLLECTOR 1 N.T.S. 65.0' R.O.W. 38.0' F - F 22.0' N.T.S. 71.0' R.O.W. 38.0' F - F 22.0' N.T.S. 93.0' R.O.W. 5.0' N.T.S. 25.0' F - F 14.0' MEDIAN 19.0' F - F 12.5' TRAVEL LANE 12.5' TRAVEL LANE 2.0% 2.0% 19.0' TRAVEL LANE STRAIGHT CROWN 2.0% STRAIGHT CROWN 2.0% 46.5' ROW CL STREET CL 93' R.O.W. - ENTRY BOULEVARD ROW 15.5' 6.0' SIDEWALK 2.0% 15.0' P.U.E. 5.0' L.E. 2.00' (TYP.) ROW 15.0' P.U.E. 5.0' L.E. 2.00' (TYP.) 19.5' 10.0' SIDEWALK 2.0% , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N 3/25/2021 N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A I S N O T C E S T E E R T S L A C P Y T I S E M O H N O Y L M A L L W I I : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E / I M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 H L W . : # T C E J O R P # E S A C : # E S A C SHEET 8 OF 9 C8J-2018-021310 of 12B-12I E V R D E D A F I 4 K C O L B 5 4 3 2 1 8 1 K C O L B 1 2 3 6 5 4 3 2 1 I E V R D E D A F I 23 4 3 2 1 BLOCK 18 4 5 4 3 2 1 7 1 3 4 5 2 B L O C K 2 INGAR TRAIL 11 12 13 14 10 I E V R D F F I L T A R 2 K C O L B 15 16 17 18 19 20 21 22 23 2 K C O L B 21 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 28 27 26 25 24 ARVID AVENUE 6 5 4 3 2 1 K C O L B 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 E N A L D O O G N E V E L 7 K C O L B 9 8 7 6 5 4 3 2 1 7 8 29 9 10 BLOCK 1 11 BLOCK 1 1 K ( E E L X I S L A M T I N R G ) O A D BLOCK 23 27 18 19 20 21 22 23 24 25 26 BLOCK 23 TUFVESSON DRIVE 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 E N A L L L U M O B O T T O 3 K C O L B 13 12 11 10 9 8 7 6 5 4 3 2 1 5 4 3 2 1 5 4 3 2 1 BLOCK 3 PHERSDOTTER WALK 6 7 8 9 10 11 12 13 14 15 16 17 BLOCK 8 6 7 8 9 10 11 12 13 14 15 BRUKA VIEW BLOCK 13 31 ARVID AVENUE 18 19 20 21 22 16 17 18 19 20 35 36 37 38 39 40 41 42 43 44 45 3 K C O L B I E V R D B E L T T O G I 34 33 32 31 30 29 28 27 26 25 24 23 32 31 30 29 28 27 26 25 24 23 22 26 25 24 23 22 21 20 19 24 23 22 21 20 19 18 6 7 8 9 10 11 12 13 14 15 16 33 25 6 7 8 9 10 11 12 6 7 8 9 10 11 12 13 BLOCK 9 BLOCK 10 BLOCK 3 46 ODLARE DRIVE ODLARE DRIVE 7 8 9 10 11 12 6 7 8 9 10 11 12 1 2 3 4 5 6 7 BLOCK 14 BLOCK 15 BLOCK 16 25 20 21 30 29 28 27 26 25 24 23 22 21 24 23 22 21 20 19 18 19 18 17 16 15 14 13 12 11 BLOCK 4 HABERMAN LANE T E E R T S P A K S O B 4 K C O L B 10 9 8 7 6 BLOCK 4 31 I W E V N A R A V A B I I W E V N A R A V A B I 5 4 3 2 1 5 4 3 2 1 5 4 3 2 1 17 18 19 20 21 13 14 15 16 17 9 10 11 12 13 21 20 22 19 18 ARVID AVENUE 5 6 7 8 BLOCK 19 18 36 BLOCK 5 HABERMAN LANE BLOCK 11 E N A L K R A M S E T E B 14 15 16 17 18 8 9 10 11 12 2 1 K C O L B 12 11 10 9 8 7 6 5 4 3 2 1 I G N S S O R C H C N A R E N E G U E 6 K C O L B 18 6 K C O L B ARVID AVENUE 13 14 15 16 17 18 19 20 21 22 23 24 20 21 22 23 24 E C A R R E T D R O K S E C A R R E T D R O K S 13 14 15 16 17 13 14 15 16 17 13 14 15 16 17 5 4 3 2 1 5 4 3 2 1 3 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 24 BLOCK 17 19 20 21 22 23 6 7 8 9 10 11 12 6 7 8 9 10 11 12 13 14 15 16 17 18 19 BLOCK 20 BLOCK 21 25 39 BLOCK 17 1 BLOCK 17 25 17 16 15 14 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 ANNA MARIA DRIVE BLOCK 18 ANNA MARIA DRIVE BLOCK 18 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 31 30 29 28 27 26 25 24 23 22 21 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 BLOCK 26 EDNA MAXINE WALK 6 7 8 9 10 11 12 13 14 15 7 8 9 10 11 12 7 8 9 10 11 12 13 14 15 16 BLOCK 30 BLOCK 31 25 BLOCK 32 33 31 30 29 28 27 26 25 24 23 22 24 23 22 21 20 19 32 31 30 29 28 27 26 25 24 23 21 20 19 18 17 23 22 21 20 19 21 20 19 18 17 12 13 14 15 16 17 18 19 20 21 22 27 5 2 K C O L B H T A P S U A H A M L A 28 29 30 31 32 33 34 35 36 37 38 39 55 54 T R U O C L E O J 3 2 K C O L B 53 52 51 50 49 48 47 46 45 56 24 23 GILW 40 41 42 43 44 ELL D RIVE 57 3 2 K C O L B 0 4 K C O L B 31 BLOCK 40 NILSDOTTER WAY S S A P S U A L O K C N I 5 4 3 2 1 8 2 K C O L B 1 I I D A O R E R A R P Y L R E V E B I I D A O R E R A R P Y L R E V E B 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 1 4 K C O L B 5 4 3 2 1 5 4 3 2 1 5 4 3 2 1 17 16 15 14 13 BLOCK 26 6 BLOCK 26 5 AUGUST GALLOP LANE I D A O R O L S S R A C S O 4 3 2 1 2 3 4 5 6 7 8 22 BLOCK 27 21 20 19 18 17 16 15 14 AUSARINA TRACE 6 7 8 9 10 11 12 13 14 15 BLOCK 29 EDNA MAXINE WALK 31 32 GILWELL DRIVE 9 10 11 12 13 16 17 18 19 20 16 17 18 19 20 21 16 17 18 19 20 21 H T A P E R U T S A P R E F N N E J I 8 9 10 11 12 13 6 5 4 3 2 1 6 5 4 3 2 1 32 BLOCK 42 31 30 29 28 27 26 25 24 23 22 MATTEROD DRIVE 1 2 3 4 9 8 BLOCK 45 26 I D E R D L M Y D A L Y A W 5 4 3 2 1 18 19 20 21 12 22 A X E L J O H A N S O N D R I V E 13 12 23 11 10 BLOCK 45 5 BLOCK 45 6 27 26 25 24 23 26 25 (EXISTING) GILWELL DRIVE 4 5 6 7 8 BLOCK 23 17 12 13 14 15 16 17 18 19 20 21 22 28 4 2 K C O L B 17 9 3 K C O L B 9 10 11 D A O R T D R A H N R E B D A O R T D R A H N R E B 11 10 9 8 6 7 5 4 3 2 1 37 36 35 34 33 32 31 30 29 28 26 25 24 23 11 10 9 8 7 6 5 4 3 2 1 3 2 1 8 7 6 5 4 3 2 1 3 2 K C O L B E N A L A M L H I 50 49 48 47 46 45 44 43 42 8 3 K C O L B 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 41 40 7 6 5 4 3 2 1 9 4 K C O L B 1 2 3 4 5 6 1 5 K C O L B R L D A MIR D R A A W G) TIN XIS (E R L D A MIR D R A A W G) TIN XIS (E (EXISTING) COOMES DRIVE COOMES DRIVE BLOCK 51 27 D G) A O (EXISTIN M R ELLA K 8 9 10 11 12 13 14 VETE DRIVE I E V R D E T N U A T 0 5 K C O L B 9 10 11 12 13 14 15 16 1 5 K C O L B I E V R D E G R O E G O N U O N 21 20 19 18 17 22 21 20 HEISHBROOK WAY 7 8 9 10 11 12 13 14 15 16 17 19 18 45 BLOCK 45 7 57 7 6 5 4 3 2 1 7 6 5 4 3 2 1 BLOCK 18 5 BLOCK 18 32 BLOCK 18 56 BLOCK 22 BLOCK 18 58 BLOCK 18 BLOCK 26 54 BLOCK 26 43 42 45 46 47 48 49 50 51 52 53 BLOCK 26 BLOCK 26 55 13 BLOCK 37 BLOCK 26 INEZ ROAD INEZ ROAD 44 6 7 8 9 7 8 9 10 8 9 10 11 8 9 10 11 41 40 39 38 37 36 17 18 19 20 21 22 17 18 19 20 21 22 16 17 18 19 20 I E V R D S E R C A D E R F L A I E V R D S E R C A D E R F L A 3 3 K C O L B 10 11 12 13 14 15 16 5 4 K C O L B 58 59 60 61 62 63 64 65 66 67 68 5 4 3 2 1 51 50 49 48 47 46 45 44 43 42 41 40 MATTEROD DRIVE 22 17 24 22 6 5 4 3 2 1 7 6 5 4 3 2 1 4 3 K C O L B 11 12 13 14 15 16 6 4 K C O L B 13 14 15 16 17 18 19 S S A P R A T S R E H T S E S S A P E L E T R E U W GILWELL DRIVE 5 3 K C O L B 24 7 4 K C O L B 12 13 14 15 16 17 18 13 14 15 16 17 18 19 I W E V E G A Y O V R U H T R A 7 6 5 4 3 2 1 7 6 5 4 3 2 1 6 3 K C O L B 12 13 14 15 16 22 8 4 K C O L B 13 14 15 16 17 I G N S S O R C H C N A R E N E G U E 101 5 4 K C O L B 39 BLOCK 45 86 BLOCK 45 87 13 14 15 16 17 18 13 14 15 16 17 18 23 24 25 26 27 E C A R R E T M R A F H S D E W S I 6 5 4 3 2 1 6 5 4 3 2 1 5 4 3 2 1 BLOCK 45 33 18 19 20 21 22 23 24 25 26 27 28 29 30 1 6 7 8 9 10 11 12 13 14 15 BLOCK 43 7 8 9 10 11 12 25 7 8 9 10 11 12 13 14 15 16 53 54 55 56 57 8 9 10 11 12 8 9 10 11 12 8 9 10 11 12 BLOCK 44 33 52 24 16 15 14 13 12 17 16 15 14 13 12 11 10 9 8 7 6 24 23 22 21 20 19 32 31 30 29 28 27 26 25 24 23 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 BLOCK 38 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 42 29 6 7 8 9 10 11 12 13 14 15 30 BLOCK 52 BLOCK 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 22 21 20 23 22 21 20 21 20 19 18 41 40 39 38 37 36 35 34 33 32 31 30 29 28 28 27 26 25 24 23 22 21 (EXISTING) SEA BISCUIT DRIVE SEA BISCUIT DRIVE 23 22 21 20 19 18 17 16 15 38 39 40 41 42 43 44 BLOCK 45 14 15 16 17 18 19 20 21 22 23 24 25 28 29 30 31 32 27 AXEL JOHANSON DRIVE BLOCK 45 34 35 36 37 38 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 88 SOPHIE GRACE VIEW BLOCK 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 2 2 K C O L B 13 7 3 K C O L B 12 11 10 9 8 6 5 7 4 3 2 1 100 99 98 97 96 95 94 93 92 91 90 89 N 0 200' 400' SCALE: 1" = 200' LEGEND ENTRY BOULEVARD RESIDENTIAL COLLECTOR 3 RESIDENTIAL COLLECTOR 2 RESIDENTIAL COLLECTOR 1 LOCAL STREET A NOTES: 1. STREET PARKING IS NOT ALLOWED WITHIN 150 FT OF KELLUM ROAD INTERSECTION. 2. PROPOSED TREES WILL BE PLACED IN THE 5 FT LANDSCAPE EASEMENT OUTSIDE OF THE ROW. , Y A W K R A P L A C D E M 4 1 2 4 I 0 0 3 E T U S I 6 5 7 8 7 X T , I N T S U A 0 0 7 7 - 1 3 8 - 2 1 5 : E N O H P 7 0 2 2 1 O N M R F X T I 8 0 1 4 9 1 0 1 O N M R F S L P B T I N A L P Y R A N M I L E R P I - I W E V G N O L L A V O R P P A I N O S V E R I E T A D . O N 3/25/2021 I P A M S N O T C E S T E E R T S L A C P Y T I N A L P Y R A N M I L E R P I - I I I N O S V D B U S W E V G N O L I S A X E T , Y T N U O C S V A R T I , I N T S U A S E M O H N O Y L M A L L W I I : R E P O L E V E D P J / S D R E / : I Y B D E N G S E D N W A R D / P J / L J : R E G A N A M T C E J O R P T E I / M P : R E G A N A M T C E J O R P . R S 1 0 0 8 1 H L W . : # T C E J O R P # E S A C : # E S A C SHEET 9 OF 9 C8J-2018-021311 of 12B-12A U S T I N G A R F I C W T S Y C O F I E L D D. S R S O R D . M R A L L E K H I G H W A Y 7 1 E . D. K R E E R O C R R A V A N W O M R A L L E K PEA R C E LN. PROJECT AREA M P 8 2 : 1 8 1 0 2 / 5 / 9 : e m T e t a D / i t o P l LOCATION MAP EXHIBIT LONGVIEW AUSTIN, TRAVIS COUNTY, TEXAS NOT TO SCALE i i t i b h x E p a M n o i t a c o L \ t i b h x E p a M n o i t a c o L \ s t i b h x E i \ l i i v C \ v e D i \ r e t s a M w e v g n o L _ 1 0 0 8 1 H L W B O J \ : L \ 12 of 12B-12