22 C8-2022-0112 - Velocity Preliminary Plan; District 2 Part 1.pdf — original pdf
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SUBDIVISION REVIEW SHEET CASE NO.: C8-2022-0112 COMMISSION DATE: October 11, 2022 SUBDIVISION NAME: Velocity Preliminary Plan (W/R C8-2020-0141) ADDRESS: 3848 1/2 E SH 71 SERVICE ROAD EB APPLICANT: Mark Bulmash (VC HOLDINGS QOZ LP) AGENT: Justin Kramer (Kimley Horn) ZONING: LI-PDA NEIGHBORHOOD PLAN: NA AREA: 270.50 acre LOTS: 25 COUNTY: Travis DISTRICT: 2 WATERSHED: Onion Creek JURISDICTION: Full Purpose SIDEWALKS: Sidewalks will be constructed along S FM 973 Rd, E SH 71 EB, Toll 130 and all interior streets VARIANCE: None DEPARTMENT COMMENTS: The request is for the approval of Velocity Preliminary Plan comprised of 25 lots on 270.50 acres The plan was originally disapproved for reasons on September 6, 2022. The applicant has submitted an update that addresses those reasons. The plat complies with the criteria for approval in LDC 25-4-84(B) and staff recommends approval. STAFF RECOMMENDATION: The staff recommends approval of the plan. CASE MANAGER: Amy Combs PHONE: 512-974-3175 E-mail: amy.combs@austintexas.gov ATTACHMENTS Exhibit A: Vicinity map Exhibit B: Proposed plan Exhibit C: Comment report dated October 5, 2022 1 of 3622Exhibit A: Vicinity map 2 of 3622VELOCITY PRELIMINARY PLAN SOUTHWEST CORNER OF SH-71 AND SH-130 AUSTIN, TEXAS C8-2022-0112 VELOCITY PRELIMINARY PLAN SHEET INDEX SHEET NO. DESCRIPTION 1 2 3 4 5 6 7 8 9 10 COVER SHEET GENERAL NOTES OVERALL PRELIMINARY PLAN PRELIMINARY PLAN (SHEET 1 OF 6) PRELIMINARY PLAN (SHEET 2 OF 6) PRELIMINARY PLAN (SHEET 3 OF 6) PRELIMINARY PLAN (SHEET 4 OF 6) PRELIMINARY PLAN (SHEET 5 OF 6) PRELIMINARY PLAN (SHEET 6 OF 6) STREET CROSS-SECTIONS S F M 973 R D E SH 71 PROJECT LOCATION B 0 S 3 H 1 S S VICINITY MAP NORTH SCALE: 1" = 2,000' COA GRID: P15, P16 JUNE 2022 LEGAL DESCRIPTION: BEING 270.93 ACRES OF LAND, LOCATED IN THE SANTIAGO DEL VALLE LEAGUE ABSTRACT NUMBER 24, TRAVIS COUNTY, TEXAS, AND BEING A PORTION OF THAT CERTAIN 385.684 ACRE TRACT, CONVEYED TO SH 71-130 HOLDINGS, LP., IN DOCUMENT NUMBER 2014189945 OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS., AND ALL OF THAT CERTAIN 4.886 ACRE TRACT, CONVEYED TO SH 71-30 HOLDINGS, LP, IN DOCUMENT NUMBER 2014189949, OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. OWNER/DEVELOPER MARK BULMASH VC HOLDINGS QOZ, LP 1601 RIO GRANDE, SUITE 300 AUSTIN, TEXAS 78701 TEL: (512) 494-4224 SURVEYOR JOHN GREGORY MOSIER, RPLS, PG KIMLEY-HORN AND ASSOCIATES 601 NW LOOP 410, SUITE 250 SAN ANTONIO, TEXAS 78216 TEL: (210) 321-3402 ENGINEER JUSTIN J, KRAMER, P.E. #122309 KIMLEY-HORN AND ASSOCIATES, INC, 10814 JOLLYVILLE ROAD AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TEL: (512) 418-1771 STATE OF TEXAS REGISTRATION NO. F-928 BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 1 26 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ CASE MANAGER: AMY COMBS, FOR: _____________________________________________ DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. C8-2022-0112 © T E E H S R E V O C N A L P Y R A N M I L E R P I 1 3 of 3622BLOCK LOT LOT AREA (AC) LAND USE B C D E F G H I 1 1 2 3 1 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 1 2 1 1 2 9.06 8.54 13.49 0.25 16.38 1.47 14.52 48.48 18.81 2.32 17.22 6.31 10.53 8.56 11.06 15.71 0.75 4.92 14.01 1.04 11.07 2.62 3.48 3.55 2.02 RETAIL / OFFICE / INDUSTRIAL / MEDICAL MULTIFAMILY RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL PARKLAND (TO BE DEDICATED TO CITY OF AUSTIN) RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL PARKLAND (TO BE DEDICATED TO CITY OF AUSTIN) RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL RETAIL / OFFICE / INDUSTRIAL / MEDICAL GENERAL NOTES: CONSTRUCTION. 1. THIS SUBDIVISION IS LOCATED WITHIN CITY OF AUSTIN, FULL PURPOSE JURISDICTION. 2. WATER AND WASTEWATER SERVICE FOR VELOCITY CROSSING WILL BE PROVIDED BY THE CITY OF AUSTIN. 3. THE WATER, RECLAIMED, AND WASTEWATER UTILITY SYSTEM SERVING THIS SUBDIVISION MUST BE IN ACCORDANCE WITH THE CITY OF AUSTIN UTILITY DESIGN CRITERIA. THE WATER, RECLAIMED, AND WASTEWATER UTILITY PLAN MUST BE REVIEWED AND APPROVED BY AUSTIN WATER. ALL WATER, RECLAIMED, AND WASTEWATER CONSTRUCTION MUST BE INSPECTED BY THE CITY OF AUSTIN. THE LANDOWNER MUST PAY THE CITY INSPECTION FEE WITH THE UTILITY 4. PRIOR TO CONSTRUCTION, DRAINAGE PLANS WILL BE SUBMITTED TO THE CITY OF AUSTIN AND TRAVIS COUNTY. 5. ALL STREETS, DRIVEWAYS, SIDEWALKS, WATER, WASTEWATER, AND STORM SEWER LINES SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE CITY OF AUSTIN AND TRAVIS COUNTY STANDARDS. 6. ELECTRIC SERVICE WILL BE PROVIDED BY AUSTIN ENERGY. THE CITY OF AUSTIN. 7. NO OBJECTS, INCLUDING BUT NOT LIMITED TO, BUILDINGS, FENCES, OR LANDSCAPING SHALL BE ALLOWED IN A DRAINAGE EASEMENT EXCEPT AS APPROVED BY 8. 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 THE CITY OF AUSTIN FOR INSPECTION OR MAINTENANCE OF SAID EASEMENT. 9. ALL DRAINAGE EASEMENTS ON PRIVATE PROPERTY SHALL BE MAINTAINED BY THE OWNER AND/OR HIS/HER ASSIGNS . 10. CONDITIONAL PARTICIPATION IN THE REGIONAL STORMWATER MANAGEMENT PROGRAM WAS GRANTED FOR THIS PRELIMINARY PLAN THROUGH PAYMENT ON SEPTEMBER 9, 2022 BY THE CITY OF AUSTIN WATERSHED PROTECTION DEPARTMENT, OFFICE OF THE DIRECTOR. THE RSMP CASE NUMBER FOR THIS PROJECT IS ONI-RS-2021-0054R. REFER TO RSMP APPROVAL LETTER FOR CONDITIONS OF PARTICIPATION. FORMAL AGREEMENTS MUST BE EXECUTED FOR FUTURE DEVELOPMENTS WITHIN THIS PRELIMINARY PLAN AND PAYMENTS MADE FOR PARTICIPATION AT THE TIME OF DEVELOPMENT. 11. PUBLIC SIDEWALKS, BUILT TO CITY OF AUSTIN STANDARDS, ARE REQUIRED ALONG EXPEDITION DRIVE, WORLD DRIVE, VELOCITY CROSSING, SPIRIT DRIVE, S FM 973 RD, SH 71 EB, TOLL 130, MOMENTUM WAY, TRAVERSE CIRCLE AND ALL IDENTIFIED JOINT USE ACCESS EASEMENTS AS SHOWN BY A DOTTED LINE ON THE FACE OF THE PLAT. THE SIDEWALKS ALONG S FM 973 RD, E SH 71 EB, AND TOLL 130 ARE SUBJECT TO THE APPROVAL OF THE TEXAS DEPARTMENT OF TRANSPORTATION AT THE SITE PLAN PHASE. THE REQUIRED SIDEWALKS SHALL BE IN PLACE PRIOR TO THE LOT BEING OCCUPIED. FAILURE TO CONSTRUCT THE REQUIRED SIDEWALKS MAY RESULT IN THE WITHHOLDING OF CERTIFICATES OF OCCUPANCY, BUILDING PERMITS, OR UTILITY CONNECTIONS BY THE GOVERNING BODY OR UTILITY COMPANY. 12. PRIOR TO THE RECORDING OF ANY FINAL PLAT OF ALL OR A PORTION OF THIS PRELIMINARY PLAN, FISCAL SECURITY SHALL BE PROVIDED IN ACCORDANCE WITH LDC §25-1-112 OF THE LAND DEVELOPMENT CODE FOR THE FOLLOWING SUBDIVISION IMPROVEMENTS: STREET CONSTRUCTION AND RELATED INFRASTRUCTURE, INCLUDING PAVING, DRAINAGE, SIDEWALKS, WATER SUPPLY AND WASTEWATER COLLECTION, A. FOR THE FOLLOWING STREETS: VELOCITY CROSSING, EXPEDITION DRIVE, WORLD DRIVE, MOMENTUM WAY, TRAVERSE CIRCLE, AND SPIRIT DRIVE FISCAL SECURITY IS NOT REQUIRED FOR STREETS NOT LISTED IN SUBSECTION (A). B. ENVIRONMENTAL AND SAFETY CONTROLS, AND OTHER RELATED ITEMS (E.G., EROSION AND SEDIMENTATION CONTROLS, RESTORATION, CHANNEL WORK, PIPE IN EASEMENTS, DETENTION, WATER QUALITY PONDS, ETC.) AS DETERMINED PRIOR TO FINAL PLAT APPROVAL. THE RESTORATION COST ESTIMATE WILL BE BASED ON DISTURBED AREAS INCLUDING THE FOLLOWING STREETS: VELOCITY CROSSING, EXPEDITION DRIVE, WORLD DRIVE, MOMENTUM WAY, TRAVERSE CIRCLE, AND SPIRIT DRIVE 13. EROSION / SEDIMENTATION CONTROLS ARE REQUIRED FOR ALL CONSTRUCTION OF EACH LOT, INCLUDING SINGLE-FAMILY AND DUPLEX CONSTRUCTION, 14. WATER QUALITY CONTROLS ARE REQUIRED FOR ALL DEVELOPMENT WITH IMPERVIOUS COVER IN EXCESS OF 20% OF THE NET SITE AREA OF EACH LOT, PURSUANT PURSUANT TO LDC AND THE ENVIRONMENTAL CRITERIA MANUAL. TO LDC AND THE ENVIRONMENTAL CRITERIA MANUAL. 15. NO LOT SHALL BE OCCUPIED UNTIL THE STRUCTURE IS CONNECTED TO THE CITY OF AUSTIN WATER, RECLAIMED, AND WASTEWATER UTILITY SYSTEM. 16. THIS PROJECT IS LOCATED IN THE ONION CREEK AND COLORADO RIVER WATERSHEDS, WHICH ARE CLASSIFIED AS SUBURBAN WATERSHEDS. 17. THIS SITE IS NOT OVER THE EDWARDS AQUIFER RECHARGE ZONE. 18. THE DISTURBED AREAS WITHIN THIS PROJECT SHALL BE REVEGETATED AND ALL PERMANENT EROSION/SEDIMENTATION CONTROLS COMPLETED PRIOR TO THE RELEASE OF FISCAL SURETY FOR THAT PHASE. TEMPORARY EROSION/SEDIMENTATION CONTROLS SHALL BE ADJUSTED AS NEEDED PRIOR TO THIS RELEASE TO ENSURE THAT SUBSEQUENT PHASE DISTURBED AREAS ARE ADEQUATELY COVERED. ANY AREA WITHIN THE LIMIT OF DISTURBANCE OF THE PROJECT WHICH IS NOT ADEQUATELY REVEGETATED SHALL BE BROUGHT INTO COMPLIANCE PRIOR TO THE RELEASE OF THE FINAL PHASE. 19. A PORTION OF THIS SITE IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN PER FEMA FIRM MAP. NO. 48453C0620K AND #48453C06210L TRAVIS COUNTY, TEXAS DATED JANUARY 22, 2020. 20. THERE ARE NO KNOWN CEF'S ON OR WITHIN 150 FEET OF THIS PROPERTY. 21. ROADWAY DESIGN SHALL COMPLY WITH THE CITY OF AUSTIN DESIGN STANDARDS AND PUBLIC RIGHT-OF-WAY SHALL BE DEDICATED AT THE TIME OF FINAL PLAT. 22. THE CITY'S ENVIRONMENTAL CRITERIA MANUAL (ECM) SECTIONS 2.4.1.D AND 2.4.2.C STATE, "IN AREAS WHERE UTILITY LINES ARE PRESENT OR PROPOSED ONLY TREES FROM THE UTILITY COMPATIBLE SHADE TREES LIST (SEE APPENDIX F) SHALL BE PLANTED WITHIN....B) 30 TO 40 LATERAL FEET FROM ANY OVERHEAD TRANSMISSION CONDUCTOR, UNLESS MORE RESTRICTIVE DEDICATED RIGHT-OF-WAY HAS BEEN ESTABLISHED...VARIATIONS TO THESE PLANTING DISTANCES AND SPECIES MAY BE MADE ONLY WITH THE EXPLICIT WRITTEN APPROVAL OF AUSTIN ENERGY OR THE AFFECTED UTILITY OWNER 23. PARKLAND REQUIREMENTS WILL BE SATISFIED AT THE TIME OF SITE PLAN. 24. WITHIN A SIGHT LINE EASEMENT ANY OBSTRUCTION OF SIGHT LINE BY VEGETATION, FENCING, EARTHWORK, BUILDINGS, SIGNS OR ANY OTHER OBJECT WHICH IS DETERMINED TO CAUSE A TRAFFIC HAZARD IS PROHIBITED AND MAY BE REMOVED BY ORDER OF THE TRAVIS COUNTY COMMISSIONERS COURT AT THE OWNER'S EXPENSE. THE PROPERTY OWNER IS TO MAINTAIN AN UNOBSTRUCTED VIEW CORRIDOR WITHIN THE BOUNDS OF SUCH EASEMENT AT ALL TIMES. 25. APPLICANT IS RESPONSIBLE TO OBTAIN APPROVAL FROM PRIVATE UTILITY COMPANIES FOR LOCATIONS WHERE PROPOSED ROADWAYS OR UTILITIES CROSS 26. LOTS LOCATED WITHIN FLOODPLAIN IN BLOCKS D, E, G, H, AND I TO BE MASS GRADED AND REMOVED FROM FLOODPLAIN AT TIME OF SUBDIVISION CONSTRUCTION PROPOSED DESIGNS. PLANS. REFERENCE EXHIBIT - N FOR ROUGH MASS GRADING. 27. EACH LOT WITHIN THIS SUBDIVISION SHALL HAVE SEPARATE SEWER TAPS, SEPARATE WATER METERS, AND THEIR RESPECTIVE PRIVATE WATER AND SEWER SERVICE LINES SHALL BE POSITIONED OR LOCATED IN A MANNER THAT WILL NOT CROSS LOT LINES 28. A PERSON WHO SEEKS TO CONVEY A LOT CONTAINING A RESTRICTED PIPELINE AREA SHALL, BEFORE TITLE IS TRANSFERRED, DELIVER TO THE PROPOSED GRANTEE A DOCUMENT DESCRIBING THE RESTRICTED PIPELINE AREA, THE LIMITATIONS ON ITS DEVELOPMENT, AND THE NAME AND ADDRESS OF THE PIPELINE OWNER OR OPERATOR. 29. THIS SITE HAS RECEIVED AN APPROVED WAIVER FROM LDC 25-4-153 FOR BLOCK LENGTHS FOR THE FOLLOWING BLOCKS: BLOCK B, BLOCK D, AND BLOCK E. 30. THIS SITE HAS RECEIVED AN APPROVED WAIVER AND BEEN GRANTED A VARIANCE FROM LDC 25-4-152 TCM 1.3.2E FOR STANDARD CUL-DE-SAC AND SINGLE OUTLET STREET LENGTH REQUIREMENTS FOR VELOCITY CROSSING WHICH IS ADJACENT TO BLOCKS D, E, F, G, H, I. 31. A Q2 TABLE IS NOT REQUIRED FOR THIS PLAN. THE IMPERVIOUS COVER ALLOWANCE WILL BE REVIEWED WHEN THE INDIVIDUAL SITE PLANS ARE SUBMITTED. PER ECM 1.8.1.E, "FOR A COMMERCIAL SUBDIVISION WITH AN INTERNAL ROADWAY, THE PLATTED LOTS WILL NEED TO ACCOUNT FOR THE ROADWAY IF THE ROADWAY EXCEEDS THE IMPERVIOUS COVER LIMITS WITHIN THE RIGHT-OF-WAY." 32. WITH THE EXCEPTION OF THE CHANNEL RESTORATION IN SITE PLAN “D”, NO SUBDIVISION IMPROVEMENTS OR SITE DEVELOPMENT PERMITS CAN BE RELEASED FOR AREAS CURRENTLY WITHIN THE ATLAS-14 FLOODPLAIN OR ANY CWQZ, UNTIL THE CHANNEL RESTORATION IS COMPLETE AND ACCEPTED BY THE CITY. HOWEVER, UTILITY CONNECTIONS COULD BE PERMITTED WITH MINIMAL DISTURBANCE AND NO IMPERVIOUS COVER IMPACTS 33. DUE TO FUTURE FLOODPLAIN ALTERATIONS PROPOSED WITH A RELATED DEVELOPMENT PERMIT, ENVIRONMENTAL LAND USE COMMISSION VARIANCES AND/OR ENVIRONMENTAL ADMINISTRATIVE VARIANCES MAY BE REQUIRED FOR DEVELOPMENT THAT DOES NOT COMPLY WITH THE LAND DEVELOPMENT CODE. 34. FUTURE FLOODPLAIN MODIFICATION ASSOCIATED WITH A DEVELOPMENT PERMIT WITHIN THE LIMITS OF THIS PRELIMINARY PLAN WILL REQUIRE COMPLIANCE WITH CITY OF AUSTIN FLOODPLAIN RESTORATION AND MITIGATION REQUIREMENTS. PRIOR TO SITE OR SUBDIVISION CONSTRUCTION PLAN APPROVAL, RESTORATION AND/OR MITIGATION SHALL ALSO BE COORDINATED AND APPROVED WITH CITY OF AUSTIN. 35. TWENTY (20') FOOT ELECTRIC DISTRIBUTION, ELECTRIC TELECOMMUNICATIONS, AND ELECTRIC FIBER EASEMENT IS REQUIRED ADJACENT TO SH 130 AND FIFTEEN (15') FOOT ELECTRIC DISTRIBUTION, ELECTRIC TELECOMMUNICATIONS, AND ELECTRIC FIBER EASEMENT IS REQUIRED ADJACENT TO ALL OTHER STREET R.O.W. THEIR EXISTING EASEMENTS. A REVISION OF THE PRELIMINARY PLAN MAY BE REQUIRED IN THE EVENT THAT THE UTILITY COMPANIES DO NOT APPROVE OF THE RIGHT-OF-WAY 24.38 VELOCITY PRELIMINARY PLAN I, JUSTIN J. KRAMER, AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS PLAT IS FEASIBLE FROM AN ENGINEERING STANDPOINT AND COMPLIES WITH THE ENGINEERING RELATED PORTIONS OF TITLE 25 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. I, JOHN G. MOSIER, AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THIS PLAT COMPLIES WITH THE SURVEYING RELATED PORTIONS OF TITLE 25 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, AND WAS PREPARE FROM AN ACTUAL ON THE GROUND SURVEY OF THE PROPERTY MADE UNDER MY DIRECTION AND SUPERVISION. CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C1 C2 C3 C4 C5 C6 1043.35' 367.80' N12°39'43"W 365.90' 20°11'53" 185.83' 12.50' 19.28' N15°35'04"W 17.42' 88°21'22" 12.15' 2100.00' 389.33' S37°20'59"W 388.78' 10°37'21" 195.23' 1345.00' 126.67' S50°01'29"E 126.62' 5°23'45" 1345.00' 126.67' S55°25'14"E 126.62' 5°23'45" 63.38' 63.38' 26189.53' 1012.01' N23°43'13"E 1011.95' 2°12'50" 506.07' LINE TABLE LINE LENGTH BEARING L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 376.45 N17°19'47.68"E 150.03 N5°28'47.68"E 94.73 N22°13'12.32"W 70.54 N51°08'12.32"W 83.54 N13°56'12.32"W 136.69 N0°59'12.32"W 133.61 N9°29'12.32"W 150.69 N25°14'12.32"W 134.78 N3°14'47.68"E 99.95 N24°01'47.68"E 119.69 N54°08'47.68"E 128.33 N74°09'47.68"E 128.28 S85°24'12.32"E 291.29 N65°34'50.64"W 66.75 N32°13'30.26"W 148.74 N12°05'37.70"E 390.57 N34°02'31.38"E 256.97 S65°23'28.51"E 141.58 S79°17'37.18"E 114.98 N87°16'19.59"E 88.08 N79°20'55.94"E 313.32 S89°31'00.66"E 130.91 S85°15'40.08"E 161.06 S81°34'54.85"E 147.55 S77°42'13.61"E 134.32 S80°36'03.13"E 180.92 N23°06'12.35"E © S E T O N L A R E N E G N A L P Y R A N M I L E R P I 2 BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 2 26 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 TOTAL NO. OF LOTS NO. OF BLOCKS: 8 TOTAL NO. OF LOTS: 25 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ TOTAL LINEAR FOOTAGE OF STREETS: 14,291 CASE MANAGER: _____________________________________________ AMY COMBS, FOR: DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I C8-2022-0112 4 of 3622M M O C E SH 71 (VARIABLE WIDTH) E SH 71 (VARIABLE WIDTH) W WW M M O C WW T F COMM F WW COMM COMM WW COMM COMM WW COMM COMM WW COMM COMM T WW COMM VELOCITY PRELIMINARY PLAN R T D D WW D WW F T T W T U W W T F WW CBL T T C B L T T WW T T T C B L T T T C B T L T W U WW F LOT 1, BLOCK A VELOCITY CROSSING GROCERY/RETAIL DOC# 201600260 Y A W M U T N E M O M ) . . W O R . ' 3 7 ( TRAVIS COUNTY TRUSTEE LEGAL DESCRIPTION: ABS 24 DEL VALLE S 128.38 ACRES C B L T F W SPIRIT DRIVE (96' R.O.W.) C OLO R A D O RIVE R W ATE R S H E D O NIO N C R EEK W ATE R S H E D PLATTED, NOT PART OF THIS PRELIMINARY PLAN LOT 2B, BLOCK A DOC# 202100273 I E V R D N O T D E P X E I I ) . . W O R . ' 0 . 3 7 ( 1 16.38 ACRES BLOCK D . ) . 1 1.47 ACRES W O R ' 0 . 0 9 ( . I G N S S O R C Y T I C O L E V 2 14.52 ACRES BLOCK E T R A V E R S E C I R C L E 3 . 0 ' R . O . W . ) 1 3.55 ACRES 7 ( BLOCK I S P I R I T D R I V E 3 . 0 ' R . O . W . ) 7 ( 1 3.48 ACRES WORLD DRIVE (73.0' R.O.W.) B L O C K H TRAVERSE CIRCLE (73.0' R.O.W.) 2 2.02 ACRES 00 200' 400' GRAPHIC SCALE 200' S S H ( V A R I A B L E 1 3 0 S B W I D T H ) WW C B L F W C B L WW F F C B L WW D R 3 7 9 M F S ) H T D I W E L B A I R A V ( WW C B L F U C B L F U U W C B L F C B L W U W C B L F C B L C B L F 1 11.07 ACRES BLOCK G S E R C 2 2 A 2 . 6 E X P E D ( 7 I T 3 . 0 ' I O R . N O . D W . ) R I V E 5 0.75 ACRES PHASE 3 4 15.71 ACRES G S I N S O R Y C 3 . 0' R . O . W .) C I T ( 7 O L E V BLOCK E 4 18.81 ACRES BLOCK B Y A W M U T N E M O M ) . . W O R . ' 3 7 ( 1 9.06 ACRES 1 8.54 ACRES 2 13.49 ACRES 3 0.25 ACRES 1 10.53 ACRES 2 8.56 ACRES BLOCK C WORLD DRIVE (73.0' R.O.W.) 1 E S A H P 2 E S A H P 3 11.06 ACRES BLOCK F PLATTED, NOT PART OF THIS PRELIMINARY PLAN LOT 1 VELOCITY TECHNOLOGY CENTER DOC# 201600296 6 4.92 ACRES 8 1.04 ACRES BLOCK F 7 14.01 ACRES AUSTIN COMMUNITY COLLEGE DISTRICT LEGAL DESCRIPTION: ABS 24 DEL VALLE S (1-D-1) 124.06 ACRES PROPOSED ACCESS EASEMENT (TO BE VACATED IN FUTURE) TEMPORARY CUL-DE-SAC TO BE REMOVED WHEN FUTURE CONNECTION THROUGH ACC IS PROVIDED 5 2.32 ACRES ) . G N I S S O R C Y T I C O L E V W . O . R 0' . 3 7 ( 7 6.31 ACRES KEVIN & DEBORAH ROLLINS DOCUMENT NO. 2002179240 40.62 ACRES CARR FAMILY PARTNERSHIP LTD DOCUMENT NO. 2009092279 19.99 ACRES 3 48.48 ACRES LEGEND PROPERTY LINE EX. RIGHT OF WAY LINE RIGHT OF WAY LINE LOT LINE PR. SIDEWALK STREET CENTERLINE NOTE: WITH THE EXCEPTION OF THE CHANNEL RESTORATION IN SITE PLAN “D”, NO SUBDIVISION IMPROVEMENTS OR SITE DEVELOPMENT PERMITS CAN BE RELEASED FOR AREAS CURRENTLY WITHIN THE ATLAS-14 FLOODPLAIN OR ANY CWQZ, UNTIL THE CHANNEL RESTORATION IS COMPLETE AND ACCEPTED BY THE CITY. HOWEVER, UTILITY CONNECTIONS COULD BE PERMITTED WITH MINIMAL DISTURBANCE AND NO IMPERVIOUS COVER IMPACTS. BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) 6 17.22 ACRES TRAVIS COUNTY DOCUMENT NO. 2008135595 87.02 ACRES PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 3 26 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ CASE MANAGER: AMY COMBS, FOR: _____________________________________________ DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT KEVIN & DEBORAH ROLLINS DOCUMENT NO. 2002244156 84.14 ACRES Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. C8-2022-0112 © I Y R A N M I L E R P L L A R E V O N A L P I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I N A L P Y R A N M I L E R P I 3 5 of 3622E SH 71 (VARIABLE WIDTH) ' 1 4 . 3 7 4 1 1.47 ACRES I G N S S O R C Y T C O L E V I ) . . W O R . ' 0 . 0 9 ( R = 6 4 0 . 0 0 ' COMM WW COMM COMM COMM COMM T COMM COMM COMM WW 5 T E E H S E E S : E N I L H C T A M I E V R D N O T D E P X E I I ) . . W O R . ' 0 . 3 7 ( ' 9 5 . 4 1 0 1 R = 3 3 6 . 5 0 ' 7' 1 . 6 7 7 1 16.38 ACRES BLOCK D 1 ' 7 . 7 4 7 S P I R I T D R I V E 3 . 0 ' R . O . W . ) 7 ( 1 3.48 ACRES BLOCK H 518.38' R = 7 6 0 . 0 0 ' 4 9 5 . 0 0 ' R = E R I V D D 3 . 0 ' R . O . W .) L W O R ( 7 TRAVERSE CIRCLE 2 5 . 0 0 ' 5 R = BLOCK E 2 14.52 ACRES R = 2 5 0 . 0 0 ' 2 2.02 ACRES 1 ' 2 . 0 7 3 2 3 4 . 5 3 ' 1 3.55 ACRES BLOCK I 102.05' TRAVERSE CIRCLE R = 1 0 2 0 . 0 0 ' MATCHLINE: SEE SHEET 7 M A T C H L I N E : S E E S H E E T 6 3 0.25 ACRES 2 13.49 ACRES BLOCK C 1 11.07 ACRES BLOCK G ' 0 0 . 0 2 5 = R 9 9 5 . 0 6 ' 5 VELOCITY PRELIMINARY PLAN 00 100' 200' GRAPHIC SCALE 100' LEGEND PROPERTY LINE EX. RIGHT OF WAY LINE RIGHT OF WAY LINE LOT LINE PR. SIDEWALK STREET CENTERLINE ( V A R I S S H A B L E 1 3 W I 0 S B D T H ) 3 48.48 ACRES © N A L P Y R A N M I L E R P I ) 6 F O 1 T E E H S ( I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I N A L P Y R A N M I L E R P I 4 2 14.52 ACRES BLOCK E NOTE: WITH THE EXCEPTION OF THE CHANNEL RESTORATION IN SITE PLAN “D”, NO SUBDIVISION IMPROVEMENTS OR SITE DEVELOPMENT PERMITS CAN BE RELEASED FOR AREAS CURRENTLY WITHIN THE ATLAS-14 FLOODPLAIN OR ANY CWQZ, UNTIL THE CHANNEL RESTORATION IS COMPLETE AND ACCEPTED BY THE CITY. HOWEVER, UTILITY CONNECTIONS COULD BE PERMITTED WITH MINIMAL DISTURBANCE AND NO IMPERVIOUS COVER IMPACTS. BENCHMARKS 50.0' PIPELINE ESMT VOL. 12054, PG. 239 BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 26 4 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ _____________________________________________ CASE MANAGER: AMY COMBS, FOR: DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. C8-2022-0112 6 of 3622WW CBL CBL F W WW M M O C WW T F COMM WW COMM COMM COMM COMM WW COMM COMM COMM COMM COMM WW COMM COMM COMM COMM WW COMM COMM COMM COMM T COMM WW © COMM M M O C M M O C T T W T U W W CBL T F T T C B L T T C B L T T PLATTED, NOT PART OF THIS PRELIMINARY PLAN Y A W M U T N E M O M ) . . W O R . ' 3 7 ( R E V I R O D A R O L O C D E H S R E T A W K E E R C N O I N O D E H S R E T A W LOT 1, BLOCK A VELOCITY CROSSING GROCERY/RETAIL DOC# 201600260 LOT 2B, BLOCK A DOC# 202100273 MATCHLINE: SEE SHEET 6 VELOCITY PRELIMINARY PLAN 00 100' 200' GRAPHIC SCALE 100' LEGEND PROPERTY LINE EX. RIGHT OF WAY LINE RIGHT OF WAY LINE LOT LINE PR. SIDEWALK STREET CENTERLINE I E V R D N O T D E P X E I I 4 T E E H S E E S : E N I L H C T A M NOTE: WITH THE EXCEPTION OF THE CHANNEL RESTORATION IN SITE PLAN “D”, NO SUBDIVISION IMPROVEMENTS OR SITE DEVELOPMENT PERMITS CAN BE RELEASED FOR AREAS CURRENTLY WITHIN THE ATLAS-14 FLOODPLAIN OR ANY CWQZ, UNTIL THE CHANNEL RESTORATION IS COMPLETE AND ACCEPTED BY THE CITY. HOWEVER, UTILITY CONNECTIONS COULD BE PERMITTED WITH MINIMAL DISTURBANCE AND NO IMPERVIOUS COVER IMPACTS. BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) N A L P Y R A N M I L E R P I ) 6 F O 2 T E E H S ( I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I N A L P Y R A N M I L E R P I 5 PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 5 26 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ CASE MANAGER: AMY COMBS, FOR: _____________________________________________ DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. C8-2022-0112 7 of 3622W SPIRIT DRIVE (96' R.O.W.) MATCHLINE: SEE SHEET 5 SPIRIT DRIVE (96' R.O.W.) C OLO RAD O RIVER W ATERSHED O NIO N C REEK W ATERSHED Y A W M U T N E M O M ) . . W O R . ' 0 . 3 7 ( ' 0 8 . 6 3 5 1 9.06 ACRES BLOCK B 1 8.54 ACRES 3 E S A H P 2 13.49 ACRES BLOCK C WORLD DRIVE (73.0' R.O.W.) 2412.55' R = 5 0 0 . 0 0 ' VELOCITY PRELIMINARY PLAN M A T C H L I N E : S E E S 3 0.25 ACRES H E E 2 13.49 ACRES BLOCK C T 4 1 10.53 ACRES 2 8.56 ACRES 1 E S A H P 2 E S A H P 3 11.06 ACRES BLOCK F MATCHLINE: SEE SHEET 9 F W C B L C B L WW C B L F F C B L WW C B L C B L I D R 3 7 9 M F S ) H T D W E L B A I R A V ( WW F C B L U C B L F C B L U U W C B L C B L F 00 100' 200' C B L GRAPHIC SCALE 100' LEGEND PROPERTY LINE W U C B L W EX. RIGHT OF WAY LINE RIGHT OF WAY LINE LOT LINE PR. SIDEWALK STREET CENTERLINE C B L F M A T C H L I N E : S E E S H E E T 7 6 4.92 ACRES BLOCK F 8 1.04 ACRES 6 4.92 ACRES CWQZ NOTE: WITH THE EXCEPTION OF THE CHANNEL RESTORATION IN SITE PLAN “D”, NO SUBDIVISION IMPROVEMENTS OR SITE DEVELOPMENT PERMITS CAN BE RELEASED FOR AREAS CURRENTLY WITHIN THE ATLAS-14 FLOODPLAIN OR ANY CWQZ, UNTIL THE CHANNEL RESTORATION IS COMPLETE AND ACCEPTED BY THE CITY. HOWEVER, UTILITY CONNECTIONS COULD BE PERMITTED WITH MINIMAL DISTURBANCE AND NO IMPERVIOUS COVER IMPACTS. BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 6 26 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ CASE MANAGER: AMY COMBS, FOR: _____________________________________________ DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT © N A L P Y R A N M I L E R P I ) 6 F O 3 T E E H S ( I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I N A L P Y R A N M I L E R P I 6 Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. C8-2022-0112 8 of 3622R = 3 3 6 . 5 0 ' 7' 1 . 6 7 7 3 0.25 ACRES 2 13.49 ACRES BLOCK C 13.49 ACRES R = 5 0 0 . 0 0 ' 5 0.75 ACRES E R I V D D 3 . 0 ' R . O . W .) L W O R ( 7 9 9 5 . 0 6 ' E X P E D ( 7 I T 3 . 0 ' I O R . N O . D W . ) R I V E 4 9 5 R = MATCHLINE: SEE SHEET 4 1 11.07 ACRES BLOCK G ' 0 0 . 0 2 5 = R S E R C 2 2 A 2 . 6 G S I N S O R Y C 0 . 0' R . O . W .) C I T ( 9 O L E V 4 15.71 ACRES 3' 7 . 2 1 9 G S I N S O R Y C 3 . 0' R . O . W .) C I T ( 7 O L E V M A T C H L I N E : S E E S H E E T 6 4.92 ACRES BLOCK F 6 8 1.04 ACRES 0 ' = 5 0 0 . 0 R 366.30' 6 4.92 ACRES CWQZ DRAINAGE EASEMENT CURRENT 73.0' RIGHT OF WAY TO BE REPLACED AS SHOWN HEREON 6 17.22 ACRES BLOCK E 4 18.81 ACRES 4 MATCHLINE: SEE SHEET 8 VELOCITY PRELIMINARY PLAN 00 100' 200' GRAPHIC SCALE 100' LEGEND PROPERTY LINE EX. RIGHT OF WAY LINE RIGHT OF WAY LINE LOT LINE PR. SIDEWALK STREET CENTERLINE 2 14.52 ACRES BLOCK E © N A L P Y R A N M I L E R P I ) 6 F O 4 T E E H S ( I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I N A L P Y R A N M L E R P I I 7 3 48.48 ACRES NOTE: WITH THE EXCEPTION OF THE CHANNEL RESTORATION IN SITE PLAN “D”, NO SUBDIVISION IMPROVEMENTS OR SITE DEVELOPMENT PERMITS CAN BE RELEASED FOR AREAS CURRENTLY WITHIN THE ATLAS-14 FLOODPLAIN OR ANY CWQZ, UNTIL THE CHANNEL RESTORATION IS COMPLETE AND ACCEPTED BY THE CITY. HOWEVER, UTILITY CONNECTIONS COULD BE PERMITTED WITH MINIMAL DISTURBANCE AND NO IMPERVIOUS COVER IMPACTS. BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 7 26 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ CASE MANAGER: AMY COMBS, FOR: _____________________________________________ DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. C8-2022-0112 9 of 3622DRAINAGE EASEMENT CURRENT 73.0' RIGHT OF WAY TO BE REPLACED AS SHOWN HEREON 10' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 366.30' 0' 0.0 0 5 = R 5 2.32 ACRES BLOCK E CURRENT 73.0' RIGHT OF WAY TO BE REPLACED AS SHOWN HEREON PROPOSED ACCESS EASEMENT (TO BE VACATED IN FUTURE) TEMPORARY CUL-DE-SAC TO BE REMOVED WHEN FUTURE CONNECTION THROUGH ACC IS PROVIDED KEVIN & DEBORAH ROLLINS DOCUMENT NO. 2002179240 40.62 ACRES 9' 1 . 4 5 4 9 T E E H S E E S : E N I L H C T A M 0 = 5 0 0 .0 R 6 17.22 ACRES MATCHLINE: SEE SHEET 7 4 18.81 ACRES 4 18.81 ACRES BLOCK E VELOCITY PRELIMINARY PLAN 00 100' 200' GRAPHIC SCALE 100' LEGEND PROPERTY LINE EX. RIGHT OF WAY LINE RIGHT OF WAY LINE LOT LINE PR. SIDEWALK STREET CENTERLINE 6 17.22 ACRES TRAVIS COUNTY DOCUMENT NO. 2008135595 87.02 ACRES © 7 6.31 ACRES 3 48.48 ACRES KEVIN & DEBORAH ROLLINS DOCUMENT NO. 2002244156 84.14 ACRES NOTE: WITH THE EXCEPTION OF THE CHANNEL RESTORATION IN SITE PLAN “D”, NO SUBDIVISION IMPROVEMENTS OR SITE DEVELOPMENT PERMITS CAN BE RELEASED FOR AREAS CURRENTLY WITHIN THE ATLAS-14 FLOODPLAIN OR ANY CWQZ, UNTIL THE CHANNEL RESTORATION IS COMPLETE AND ACCEPTED BY THE CITY. HOWEVER, UTILITY CONNECTIONS COULD BE PERMITTED WITH MINIMAL DISTURBANCE AND NO IMPERVIOUS COVER IMPACTS. BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) N A L P Y R A N M I L E R P I ) 6 F O 5 T E E H S ( I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I N A L P Y R A N M L E R P I I 8 PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 8 26 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ CASE MANAGER: AMY COMBS, FOR: _____________________________________________ DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. C8-2022-0112 10 of 3622VELOCITY PRELIMINARY PLAN 00 100' 200' GRAPHIC SCALE 100' LEGEND PROPERTY LINE EX. RIGHT OF WAY LINE RIGHT OF WAY LINE LOT LINE PR. SIDEWALK STREET CENTERLINE BLOCK F 0 ' R = 5 0 0 . 0 © MATCHLINE: SEE SHEET 6 352.94' 352.94' 352.94' 8' 3 . 2 0 2 6 4.92 ACRES 6 4.92 ACRES BLOCK F LOT 1 VELOCITY TECHNOLOGY CENTER DOC# 201600296 PLATTED, NOT PART OF THIS PRELIMINARY PLAN 8 1.04 ACRES 8 1.04 ACRES 366.30' 5 5 2.32 ACRES 2.32 ACRES BLOCK E 0' 0.0 0 5 = R 9' 1 . 4 5 4 8 T E E H S E E S : E N I L H C T A M ) . . G N I S S O R C Y T I C O L E V W O . R 0' . 3 7 ( 6' 1 . 1 5 0 1 7 14.01 ACRES PROPOSED ACCESS EASEMENT (TO BE VACATED IN FUTURE) TEMPORARY CUL-DE-SAC TO BE REMOVED WHEN FUTURE CONNECTION THROUGH ACC IS PROVIDED 560.88' AUSTIN COMMUNITY COLLEGE DISTRICT LEGAL DESCRIPTION: ABS 24 DEL VALLE S (1-D-1) 124.06 ACRES NOTE: WITH THE EXCEPTION OF THE CHANNEL RESTORATION IN SITE PLAN “D”, NO SUBDIVISION IMPROVEMENTS OR SITE DEVELOPMENT PERMITS CAN BE RELEASED FOR AREAS CURRENTLY WITHIN THE ATLAS-14 FLOODPLAIN OR ANY CWQZ, UNTIL THE CHANNEL RESTORATION IS COMPLETE AND ACCEPTED BY THE CITY. HOWEVER, UTILITY CONNECTIONS COULD BE PERMITTED WITH MINIMAL DISTURBANCE AND NO IMPERVIOUS COVER IMPACTS. BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) 7 7 6.31 ACRES 6.31 ACRES "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 9 26 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ KEVIN & DEBORAH ROLLINS DOCUMENT NO. 2002179240 40.62 ACRES CASE MANAGER: AMY COMBS, FOR: _____________________________________________ DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. C8-2022-0112 N A L P Y R A N M I L E R P I ) 6 F O 6 T E E H S ( I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I N A L P Y R A N M I L E R P I 9 11 of 362215' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT MOMENTUM WAY (73' R.O.W.) 73.0' RIGHT OF WAY 34.0' FACE OF CURB TO FACE OF CURB EXPEDITION DRIVE (73' R.O.W.) 73.0' RIGHT OF WAY 34.0' FACE OF CURB TO FACE OF CURB VELOCITY PRELIMINARY PLAN WORLD DRIVE (73' R.O.W.) OVERHEAD ELECTRIC AND TELECOM OPTION 73.0' RIGHT OF WAY 34.0' FACE OF CURB TO FACE OF CURB ℄ 7.0' SIDEWALK 9.5' LANDSCAPE/ FURNITURE 7.0' BIKE LANE 11.3' TRAVEL LANE 11.3' TWO-WAY TURN LANE 11.3' TRAVEL LANE 7.0' BIKE LANE 9.5' LANDSCAPE/ FURNITURE 7.0' SIDEWALK 7.0' SIDEWALK 9.5' LANDSCAPE/ FURNITURE 7.0' BIKE LANE 11.3' TRAVEL LANE 11.3' TWO-WAY TURN LANE 11.3' TRAVEL LANE 7.0' BIKE LANE 9.5' LANDSCAPE/ FURNITURE 7.0' SIDEWALK 7.0' SIDEWALK 9.5' LANDSCAPE/ FURNITURE 7.0' BIKE LANE 11.3' TRAVEL LANE 11.3' TWO-WAY TURN LANE 11.3' TRAVEL LANE 7.0' BIKE LANE 9.5' LANDSCAPE/ FURNITURE 7.0' SIDEWALK 3.0' BUFFER 3.0' BUFFER 1.0' 3.0' BUFFER 3.0' BUFFER 1.0' 3.0' BUFFER 3.0' BUFFER 1.0' 13.0' 13.5' 5.0' 5.0' 5.0' 10.0' 6.0' 13.0' 13.5' 5.0' 5.0' 5.0' 10.0' 6.0' 13.0' 13.5' 5.0' 5.0' 5.0' 10.0' 6.0' GAS WASTEWATER STORM WATER RECLAIMED WATER GAS WASTEWATER STORM WATER RECLAIMED WATER ELECTRIC AND TELECOM DUCT BANKS ELECTRIC AND TELECOM DUCT BANKS GAS STORM WATER WASTEWATER RECLAIMED WATER ELECTRIC AND TELECOM DUCT BANKS OPTION VELOCITY CROSSING (73' R.O.W.) OVERHEAD ELECTRIC AND TELECOM 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 73.0' RIGHT OF WAY 34.0' FACE OF CURB TO FACE OF CURB 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT SPIRIT DRIVE (73' R.O.W.) OVERHEAD ELECTRIC AND TELECOM 73.0' RIGHT OF WAY 34.0' FACE OF CURB TO FACE OF CURB 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT ℄ ℄ ℄ ℄ 7.0' SIDEWALK 9.5' LANDSCAPE/ FURNITURE 7.0' BIKE LANE 11.3' TRAVEL LANE 11.3' TWO-WAY TURN LANE 11.3' TRAVEL LANE 7.0' BIKE LANE 9.5' LANDSCAPE/ FURNITURE 7.0' SIDEWALK 7.0' SIDEWALK 9.5' LANDSCAPE/ FURNITURE 7.0' BIKE LANE 11.3' TRAVEL LANE 11.3' TWO-WAY TURN LANE 11.3' TRAVEL LANE 7.0' BIKE LANE 9.5' LANDSCAPE/ FURNITURE 7.0' SIDEWALK 3.0' BUFFER 3.0' BUFFER 3.0' BUFFER 3.0' BUFFER 13.0' 13.5' 5.0' 5.0' 5.0' 10.0' 13.0' 13.5' 5.0' 5.0' 5.0' 10.0' GAS GAS STORM WATER STORM WATER WASTEWATER RECLAIMED WATER WASTEWATER RECLAIMED WATER 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT 15' PEDESTRIAN ACCESS & ELECTRIC DISTRIBUTION, TELECOMMUNICATION, AND FIBER EASEMENT VELOCITY CROSSING (90' R.O.W.) OVERHEAD ELECTRIC AND TELECOM 90.0' RIGHT OF WAY 36.0' FACE OF CURB TO FACE OF CURB ℄ TRAVERSE CIRCLE (73' R.O.W.) 73.0' RIGHT OF WAY 34.0' FACE OF CURB TO FACE OF CURB ℄ 8.0' LANDSCAPE 8.0' BIKE LANE 12.5' TRAVEL LANE 12.5' TRAVEL LANE 8.0' BIKE LANE 8.0' LANDSCAPE 11.0' TWO-WAY TURN LANE 7.0' SIDEWALK 4.0' BUFFER 4.0' BUFFER 7.0' SIDEWALK 19.0' 16.0' 5.0' 5.0' 5.0' 10.0' GAS STORM WATER WASTEWATER RECLAIMED WATER 7.0' SIDEWALK 9.5' LANDSCAPE/ FURNITURE 7.0' BIKE LANE 11.3' TRAVEL LANE 11.3' TWO-WAY TURN LANE 11.3' TRAVEL LANE 7.0' BIKE LANE 9.5' LANDSCAPE/ FURNITURE 7.0' SIDEWALK 3.0' BUFFER 3.0' BUFFER 1.0' 13.0' 13.5' 5.0' 5.0' 5.0' 10.0' 6.0' ELECTRIC AND TELECOM DUCT BANKS GAS WASTEWATER STORM WATER RECLAIMED WATER © T E E R T S I S N O T C E S S S O R C - I Y T C O L E V N A L P Y R A N M I L E R P I I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I NOTE: 1. THE PROPOSED WATER, RECLAIMED WATER, AND WASTEWATER ALIGNMENT AND SIZING SHOWN ON THE PRELIMINARY PLAN HAVE NOT BEEN APPROVED BY AUSTIN WATER. HORIZONTAL AND VERTICAL ALIGNMENTS SHOWN ON CROSS SECTIONS HAVE NOT BEEN APPROVED BY AUSTIN WATER. 2. CROSS-SECTIONS PROVIDED HEREON PREVIOUSLY COORDINATED WITH ATD, SUMMER 2020 BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF _____ 26 10 FILE NUMBER _______________ APPLICATION DATE _______________ C8-2022-0112 06/27/2022 APPROVED BY LAND USE COMMISSION ON _______________ EXPIRATION DATE LDC 25-4-62 _______________ CASE MANAGER: AMY COMBS, FOR: _____________________________________________ DENISE LUCAS, DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT Final plats must be recorded by the Project Expiration Date. Subsequent Site Plans which do not comply with the Code current at the time of filing, and require Building Permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. 10 C8-2022-0112 12 of 3622M M O C E SH 71 EB (VARIABLE WIDTH) E SH 71 EB (VARIABLE WIDTH) COMM COMM EE COMM WW COMM COMM WW COMM COMM WW COMM COMM T WW COMM VELOCITY PRELIMINARY PLAN 6046 6045 ROW I E V R D N O T D E P X E I I R ) . . W O R . ' 0 . 3 7 ( CWQZ Z Q W C Z Q W C CWQZ Z Q W C Z Q W C T R A V E R S E C I R C L E 3 . 0 ' R . O . W . ) 7 ( E R T D D F EE WW EE D EE WW WW 23058 T T W T U W W T F T T C B L T T 23059 22809 T T 22853 22851 23138 C B 23139 L T T T T 23137 22841 22842 22839 22840 C B T L T WW CBL 23060 F 6020 W WW M M O C WW T F WW 6021 23070 6015 22870 6017 6016 22869 22864 22865 22866 22867 22868 22855 22852 22854 6012 6011 6010 6009 22856 23144 23143 23140 6001 6000 23142 LOT 1, BLOCK A VELOCITY CROSSING GROCERY/RETAIL DOC# 201600260 5997 23135 23141 23134 23136 5986 5987 PLATTED, NOT PART OF THIS PRELIMINARY PLAN LOT 2B, BLOCK A DOC# 202100273 TRAVIS COUNTY TRUSTEE ZONING: NA, ETJ LEGAL DESCRIPTION: ABS 24 DEL VALLE S PROPERTY ID: 295787 GEOGRAPHIC ID: 0323310102 128.38 ACRES W SPIRIT DRIVE (96' R.O.W.) W U WW F 22830 22834 22833 22835 22836 C B L 5982 T F WW C B L F W C B L WW F F C B L WW C B L D R 3 7 9 M F S ) H T D I W E L B A I R A V ( WW F U C B L F U U W C B L F C B L W U W C B L F C B L C B L F C OLO R A D O RIVE R W ATE R S H E D O NIO N C R EEK W ATE R S H E D Y A W M U T N E M O M ) . . W O R . ' 3 7 ( PLATTED, NOT PART OF THIS PRELIMINARY PLAN LOT 1 VELOCITY TECHNOLOGY CENTER DOC# 201600296 TREE TABLE NO. DESCRIPTION (TAG NO.) 5982 17" CHINABERRY 1801 5986 10" HACKBERRY 6035 46" HACKBERRY 5987 12" MESQUITE 6036 31" HACKBERRY 5997 10" HACKBERRY 6037 22" HACKBERRY 6000 12" HACKBERRY 6001 10" HACKBERRY 6038 6039 36" ELM 30" ELM 6009 11" HACKBERRY 6040 30" HACKBERRY 6010 12" HACKBERRY 6041 10" ELM 6084 8" ELM 6085 9" CHINABERRY 6086 12" HACKBERRY 6106 11" HACKBERRY 6087 13" HACKBERRY 1871 6107 18" HACKBERRY 1824 1825 1826 1827 1828 1829 1830 1832 1834 1835 1836 1837 1838 1839 1840 1842 1843 1844 1846 1845 6060 6061 6062 6063 6064 6065 6066 6075 6076 6077 6079 6080 6081 6082 6083 15" OAK 15" OAK 18" OAK 17" OAK 16" OAK 17" ELM 19" ELM 12" ELM 9" ELM 11" ELM 13" ELM 11" ELM 9" ELM 12" ELM 14" ELM 1847 1848 1849 1850 1851 1852 1853 1855 1856 1857 1858 1859 1860 1862 1863 1864 1865 1866 1867 6011 18" HACKBERRY 6042 19" HACKBERRY 1831 6088 10" HACKBERRY 6108 8" HACKBERRY 6012 12" HACKBERRY 6043 24" HACKBERRY 6089 10" HACKBERRY 6109 8" MESQUITE 6015 17" HACKBERRY 1811 6045 18" HACKBERRY 6071 11" HACKBERRY 6090 9" HACKBERRY 6110 9" MESQUITE 6016 12" CHINABERRY 1812 6046 18" HACKBERRY 6072 12" HACKBERRY 6091 9" MESQUITE 6111 17" ELM 6017 20" CHINABERRY 6049 8" HACKBERRY 6073 12" LIVE OAK 6092 10" HACKBERRY 6020 12" HACKBERRY 6050 10" HACKBERRY 6074 12" LIVE OAK 1841 6078 8" HACKBERRY 6100 12" HACKBERRY 1881 6093 6094 6095 16" ELM 18" ELM 22" ELM 1861 6099 9" HACKBERRY 6101 11" MESQUITE 6102 10" HACKBERRY 6103 13" HACKBERRY 6112 6113 6114 6115 6116 6117 6118 6119 6120 20" ELM 29" PECAN 30" PECAN 30" PECAN 33" ELM 29" ELM 19" ELM 26" ELM 15" ELM 6021 19" CHINABERRY 6051 11" HACKBERRY 6027 10" HACKBERRY 6052 10" HACKBERRY 6028 9" HACKBERRY 6029 6030 6031 6032 6033 6034 19" ELM 9" ELM 17" ELM 17" ELM 13" ELM 26" ELM 6053 6054 6055 6056 8" ELM 10" ELM 10" ELM 8" LIVE OAK 6057 11" HACKBERRY 6058 14" HACKBERRY 6059 10" HACKBERRY 1802 1803 1804 1805 1806 1807 1808 1809 1810 1813 1814 1815 1816 1817 1818 1819 1820 1821 1822 1823 1868 1869 1870 1872 1873 1874 1875 1876 1877 1878 1879 1880 1882 1883 1884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 6126 6127 6128 6129 6130 6131 6132 6133 6134 6135 19" ELM 18" ELM 19" ELM 24" ELM 23" ELM 20" ELM 21" ELM 20" ELM 23" ELM 17" ELM 6136 22" HACKBERRY 6137 20" HACKBERRY 6138 20" HACKBERRY 6139 20" HACKBERRY 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 6104 18" HACKBERRY 6124 19" HACKBERRY 6105 14" HACKBERRY 6125 21" ELM 6140 20" HACKBERRY 1918 WORLD DRIVE (73.0' R.O.W.) TRAVERSE CIRCLE (73.0' R.O.W.) FEMA 500-YR FLOODPLAIN FEMA 100-YR FLOODPLAIN 6084 6085 6086 6087 6092 6093 6153 G SIN S O R Y C CIT ELO (90.0' R.O.W.) 6105 6106 6107 V 6108 6110 6109 6101 6102 6103 6104 6055 6054 6053 6052 6056 6057 6059 6058 6071 6072 6095 6073 6075 6076 6077 6078 6082 6083 6066 6094 6049 6050 6060 6051 6061 6157 6064 6062 6063 6065 6074 6079 6080 6081 6088 6089 6090 6091 6099 6152 6100 6120 Z Q W C 6119 H CWQZ C W Q Z CWQZ LEGEND WORLD DRIVE (73.0' R.O.W.) R 6043 ROW 6042 E X P E D ( 7 I T 3 . 0 ' I O R . N O . D W . ) R I V E 6041 6040 G S I N S O R Y C 3 . 0' R . O . W .) C I T ( 7 O L E V CWQZ CWQZ Z Q W C CWQZ C W Q Z C W Q Z CREEK CENTERLINE 6124 6125 6127 6145 6144 6143 6142 6141 6140 6139 6138 6137 6136 6135 6118 6117 H 6116 H 6115 H 6114 H 6113 H 6112 6111 Z Q W C CARR FAMILY PARTNERSHIP LTD ZONING: NA, ETJ DOCUMENT NO. 2009092279 19.99 ACRES C W Q Z Z Q W C Z Q W C C W Q Z CWQZ C W Q Z C W Q Z C W Q Z 6039 H 6038 H ROW R C W Q Z 6037 ROW Z Q W C R 6036 6035 ROW 6034 H Z Q W C R ) . G N I S S O R C Y T I C O L E V W . O . R 0' . 3 7 ( 6033 6032 6031 6030 6029 6028 6027 6141 20" HACKBERRY 6142 19" HACKBERRY 6143 19" HACKBERRY 1921 6144 19" HACKBERRY 6145 12" HACKBERRY 1919 1920 1922 1923 6152 18" CEDAR ELM 2681 6153 12" HACKBERRY 2882 6157 9" HACKBERRY 2883 KEVIN & DEBORAH ROLLINS ZONING: LI-CO DOCUMENT NO. 2002179240 40.62 ACRES CREEK CENTERLINE FEMA 500-YR FLOODPLAIN CW QZ CW QZ C W Q Z CWQZ C W QZ CWQZ TRAVIS COUNTY ZONING: NA, ETJ DOCUMENT NO. 2008135595 87.02 ACRES FEMA 100-YR FLOODPLAIN C W Q Z 6126 6128 6129 H 6130 6131 6132 C W Q Z 6134 6133 Z Q W C Z Q W C CWQZ CWQZ C W Q Z Q Z W C KEVIN & DEBORAH ROLLINS ZONING: NA, ETJ DOCUMENT NO. 2002244156 84.14 ACRES COA EFFECTIVE 100-YR FLOODPLAIN Z C W Q Z Q W C C W Q Z Z Q W C 00 200' 400' GRAPHIC SCALE 200' ( V A R I T O L L A B L E W I 1 3 0 D T H ) PROPERTY LINE ADJACENT PROPERTY LINE BENCHMARK ROADWAY EASEMENT LINE WATER LINE WASTE WATER LINE STORM SEWER LINE OVERHEAD ELECTRIC WASTEWATER MANHOLE RIGHT OF WAY PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING FENCE FULLY DEVELOPED 100-YR FLOODPLAIN XXXX H HERITAGE TREE XXXX ROW RIGHT OF WAY TREE CWQZ CRITICAL WATER QUALITY ZONE CREEK CENTERLINE FEMA 500-YR FLOODPLAIN © I E E R T & C H P A R G O P O T Y E V R U S I Y T C O L E V N A L P Y R A N M I L E R P I I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) EX-A C8-2022-0112 13 of 3622VELOCITY PRELIMINARY PLAN 00 200' 400' GRAPHIC SCALE 200' CWQZ 1 CWQZ 1.47 ACRES Z Q W C Z Q W C Z Q W C Z Q W C I G N S S O R C Y T C O L E V I ) . . W O R . ' 0 . 0 9 ( T R A V E R S E C I R C L E 3 . 0 ' R . O . W . ) 1 3.55 ACRES 7 ( BLOCK I 2 14.52 ACRES BLOCK E TRAVERSE CIRCLE (73.0' R.O.W.) 2 2.02 ACRES FEMA 100-YR FLOODPLAIN F F WW W WW M M O C WW T F COMM COMM EE COMM WW COMM COMM WW COMM COMM WW COMM COMM T WW COMM BLOCK B 1 9.06 ACRES 1 8.54 ACRES 2 13.49 ACRES 3 0.25 ACRES LOT 2B, BLOCK A DOC# 202100273 BLOCK C WORLD DRIVE (73.0' R.O.W.) 3 11.06 ACRES BLOCK F 1 16.38 ACRES BLOCK D S P I R I T D R I V E 3 . 0 ' R . O . W . ) 7 ( B L O C K H 1 3.48 ACRES WORLD DRIVE (73.0' R.O.W.) FEMA 500-YR FLOODPLAIN 1 11.07 ACRES BLOCK G S E R C 2 2 A 2 . 6 5 0.75 ACRES E X P E D ( 7 I 3 . T I 0 ' O R . N O . D W . ) R I V E 4 15.71 ACRES M M O C E R T D D EE WW EE D EE WW T T W T W U W T F WW CBL T T C B L T T WW T T T C B L T T T C B T L T W U WW F LOT 1, BLOCK A VELOCITY CROSSING GROCERY/RETAIL DOC# 201600260 W SPIRIT DRIVE (96' R.O.W.) Y A W M U T N E M O M ) . . W O R . ' 3 7 ( Y A W M U T N E M O M ) . . W O R . ' 0 . 3 7 ( C B L T F WW C B L F W C B L WW F F C B L WW C B L D R 3 7 9 M F S ) H T D I W E L B A I R A V ( WW F U C B L F U U W C B L F C B L W U W C B L F C B L C B L F 1 10.53 ACRES 2 8.56 ACRES LOT 1 VELOCITY TECHNOLOGY CENTER DOC# 201600296 CWQZ C W Q Z LEGEND CWQZ Z Q W C 3 Z Q 48.48 ACRES W C PRELIMINARY PLAN BOUNDARY EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR C W Q Z C W Q Z BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) Z Q W C CWQZ CWQZ CWQZ 6 4.92 ACRES C W Q Z C W Q Z CREEK CENTERLINE 8 1.04 ACRES C W Q Z BLOCK F C W Q Z 7 14.01 ACRES BLOCK E 4 18.81 ACRES C W Q Z Z Q W C Z Q W C Z Q W C C W Q Z CWQZ C W Q Z 5 2.32 ACRES Z Q W C ) . G N I S S O R C Y T I C O L E V W . O . R 0' . 3 7 ( 7 6.31 ACRES CW QZ CW QZ C W Q Z Z Q W C C W Q Z Q Z W C Z Q W C 6 17.22 ACRES FEMA 100-YR FLOODPLAIN CREEK CENTERLINE FEMA 500-YR FLOODPLAIN C W Q Z CWQZ C W QZ CWQZ CWQZ CWQZ COA EFFECTIVE 100-YR FLOODPLAIN Z C W Q Z Q W C C W Q Z Z Q W C © I E P O L S C H P A R G O P O T P A M I Y T C O L E V N A L P Y R A N M I L E R P I I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I EX-B C8-2022-0112 14 of 3622M M M M M M O O O C C C E SH 71 EB (VARIABLE WIDTH) E E E R R R T T T D D D D D D EE EE EE WW WW WW EE EE EE D D D EE EE EE WW WW WW T T T T T T W W W T T T U U U W W W W W W T T T F F F WW WW WW CBL CBL CBL T T T T T T C C C B B B L L L T T T T T T F F F F F F WW WW WW W W W WW WW WW M M M M M M O O O C C C WW WW WW T T T F F F COMM COMM COMM COMM COMM COMM EE EE EE COMM COMM COMM WW WW WW COMM COMM COMM COMM COMM COMM WW WW WW COMM COMM COMM COMM COMM COMM WW WW WW COMM COMM COMM COMM COMM COMM T T T WW WW WW COMM COMM COMM E SH 71 EB (VARIABLE WIDTH) IP CE WW WW WW T T T T T T T T T C C C B B B L L L T T T T T T T T T C C C B B B T T T L L L T T T W W W U U U WW WW WW F F F LOT 1, BLOCK A VELOCITY CROSSING GROCERY/RETAIL DOC# 201600260 Y A W M U T N E M O M ) . . W O R . ' 3 7 ( TRAVIS COUNTY TRUSTEE ZONING: NA, ETJ LEGAL DESCRIPTION: ABS 24 DEL VALLE S PROPERTY ID: 295787 GEOGRAPHIC ID: 0323310102 128.38 ACRES W W W C C C B B B L L L T T T F F F WW WW WW C C C B B B L L L F F F W W W C C C B B B L L L WW WW WW ' 4 2 . 8 8 3 F F F F F F 1.10' CE C C C B B B L L L WW WW WW 4' 8 . 6 1 1 C C C B B B L L L D R 3 7 9 M F S ) H T D I W E L B A I R A V ( WW WW WW F F F U U U C C C B B B L L L F F F U U U U U U W W W C C C B B B L L L F F F C C C B B B L L L W W W U U U W W W C C C B B B L L L F F F C C C B B B L L L C C C B B B L L L F F F 19.99' BLOCK B C OLO R A D O RIVE R W ATE R S H E D O NIO N C R EEK W ATE R S H E D ' 2 3 . 5 7 4 19.22' SPIRIT DRIVE (96' R.O.W.) 756.27' 1 9.06 ACRES 815.93' IP IP 1 10.53 ACRES SF LOT 1 VELOCITY TECHNOLOGY CENTER DOC# 201600296 AUSTIN COMMUNITY COLLEGE DISTRICT ZONING: LI-CO LEGAL DESCRIPTION: ABS 24 DEL VALLE S (1-D-1) PROPERTY ID: 295801 GEOGRAPHIC ID: 0323310205 124.06 ACRES 1 16.38 ACRES I E V R D N O T D E P X E I I ) . . W O R . ' 0 . 3 7 ( IP BLOCK D IP S P I R I T D R I V E 3 . 0 ' R . O . W . ) 7 ( B L O C K H 1 3.48 ACRES IP WORLD DRIVE (73.0' R.O.W.) IP FEMA 500-YR FLOODPLAIN SF IP IP IP 3 0.25 ACRES IP 5 0.75 ACRES 1 11.07 ACRES BLOCK G IP E X P E D ( 7 I T 3 . 0 ' I O R . N O . D W . ) R I V E S E R C 2 2 A 2 . 6 IP LOT 2B, BLOCK A DOC# 202100273 SF 1 8.54 ACRES IP 2 13.49 ACRES BLOCK C WORLD DRIVE (73.0' R.O.W.) IP IP IP IP 2 8.56 ACRES 3 11.06 ACRES BLOCK F 352.94' 352.94' 352.94' CWQZ CWQZ Z Q W C 8' 3 . 2 0 2 CWQZ 4 15.71 ACRES IP G S I N S O R Y C 3 . 0' R . O . W .) C I T ( 7 O L E V BLOCK E 4 18.81 ACRES 6 4.92 ACRES C W Q Z C W Q Z 8 1.04 ACRES IP C W Q Z BLOCK F C W Q Z IP 6' 1 . 1 5 0 1 7 14.01 ACRES IP ) . G N I S S O R C Y T I C O L E V W . O . R 0' . 3 7 ( 560.88' SF C W Q Z Z Q W C 5 2.32 ACRES Z Q W C Z Q W C Z Q W C C W Q Z CWQZ C W Q Z 7 6.31 ACRES CW QZ CW QZ KEVIN & DEBORAH ROLLINS ZONING: LI-CO DOCUMENT NO. 2002179240 40.62 ACRES C W Q Z Z Q W C Z Q W C SF 6 17.22 ACRES FEMA 500-YR FLOODPLAIN C W Q Z Q Z W C C W Q Z CWQZ C W QZ CWQZ CWQZ CWQZ COA EFFECTIVE 100-YR FLOODPLAIN Z C W Q Z Q W C C W Q Z Z Q W C KEVIN & DEBORAH ROLLINS ZONING: NA, ETJ DOCUMENT NO. 2002244156 84.14 ACRES VELOCITY PRELIMINARY PLAN 00 00 200' 200' 400' 400' GRAPHIC SCALE 200' GRAPHIC SCALE 200' ( V A R I T O L L A B L E W I 1 3 0 D T H ) SF CWQZ Z Q W C IP Z Q W C 1 CWQZ 1.47 ACRES Z Q W C Z Q W C 2 14.52 ACRES BLOCK E IP IP IP T R A V E R S E C I R C L E 3 . 0 ' R . O . W . ) 1 3.55 ACRES 7 ( IP BLOCK I IP TRAVERSE CIRCLE (73.0' R.O.W.) IP 2 2.02 ACRES IP IP SF C W Q Z CWQZ Z Q W C 3 Z Q 48.48 ACRES W C CARR FAMILY PARTNERSHIP LTD ZONING: NA, ETJ DOCUMENT NO. 2009092279 19.99 ACRES C W Q Z C W Q Z SF CE IP RB LOC CWQZ EROSION CONTROL LEGEND PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE STABILIZED CONSTRUCTION ENTRANCE/EXIT INLET PROTECTION ROCK BERM LIMITS OF CONSTRUCTION TREE PROTECTION NOTES: 1. BUILDING PERMITS ARE REQUIRED FOR ALL SITE WALLS PRIOR TO CONSTRUCTION. ALL APPLICABLE WALL DESIGNS AND DRAWING DETAILS WILL BE REQUIRED TO BE SUBMITTED BY MEANS OF A SITE PLAN CORRECTION FOR REVIEW PRIOR TO BUILDING PERMIT ISSUANCE. TRAVIS COUNTY ZONING: NA, ETJ DOCUMENT NO. 2008135595 87.02 ACRES © N A L P L O R T N O C N O S O R E I N A L P Y R A N M I L E R P I I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I EX-C C8-2022-0112 15 of 3622M M O C E SH 71 EB (VARIABLE WIDTH) F F WW W WW M M O C WW T F COMM COMM EE COMM WW COMM COMM WW COMM COMM WW COMM COMM T WW COMM 24" WATER LINE VELOCITY PRELIMINARY PLAN 00 200' 400' GRAPHIC SCALE 200' E R T D D EE WW EE D EE WW T T W T W U W T F WW CBL T T C B L T T WW T T T C B L T T T C B T L T W U WW F LOT 1, BLOCK A VELOCITY CROSSING GROCERY/RETAIL DOC# 201600260 Y A W M U T N E M O M ) . . W O R . ' 3 7 ( 1 2 " W A T E R L I N E Y A W M U T N E M O M ) . . W O R . ' 0 . 3 7 ( BLOCK B 1 9.06 ACRES 24" WATER LINE WORLD DRIVE (73.0' R.O.W.) 1 10.53 ACRES LOT 1 VELOCITY TECHNOLOGY CENTER DOC# 201600296 C B L T F WW C B L F W C B L WW F F C B L WW C B L W D R 3 7 9 M F S ) H T D I W E L B A I R A V ( WW F U C B L F U U W C B L F C B L W U W C B L F C B L LOT 2B, BLOCK A DOC# 202100273 1 8.54 ACRES 24" WATER LINE 2 13.49 ACRES BLOCK C 24" WATER LINE WORLD DRIVE (73.0' R.O.W.) 3 0.25 ACRES E R L I N E T A 2 4 " W 5 0.75 ACRES 2 8.56 ACRES 3 11.06 ACRES BLOCK F I E V R D N O T D E P X E I I ) . . W O R . ' 0 . 6 9 ( E N I L R E T A W " 4 2 1 16.38 ACRES BLOCK D W A T E R L I N E " 2 1 B L O C K H E R L I N E T " W A 2 1 E X P E D ( 7 I T 3 . 0 ' I O 2 4 " W R . N O . D W . ) R I V E A T E R L I N E 1 3.48 ACRES WORLD DRIVE (73.0' R.O.W.) FEMA 500-YR FLOODPLAIN 1 11.07 ACRES BLOCK G S E R C 2 2 A 2 . 6 E R L I N E T A 2 " W 1 CWQZ 1 CWQZ 1.47 ACRES Z Q W C Z Q W C Z Q W C Z Q W C E N I L R E T A W " 2 1 I G N S S O R C Y T C O L E V I ) . . W O R . ' 0 . 0 9 ( 24" WATER LINE 2 14.52 ACRES BLOCK E " 1 2 W A T E R L I N E T R A V E R S E C I R C L E 3 . 0 ' R . O . W . ) 1 3.55 ACRES 7 ( BLOCK I 12 " WATER L INE TRAVERSE CIRCLE (73.0' R.O.W.) 2 2.02 ACRES FEMA 100-YR FLOODPLAIN E N I L R E T A W " 2 1 CWQZ Z Q W C 3 Z Q 48.48 ACRES W C C W Q Z C W Q Z 4 15.71 ACRES G S I N S O R Y C 3 . 0' R . O . W .) R L I N E V C I T ( 7 O L E E T A 2 " W 1 Z Q W C CWQZ CWQZ CWQZ 6 4.92 ACRES C W Q Z C W Q Z CREEK CENTERLINE 8 1.04 ACRES C W Q Z BLOCK F C W Q Z 7 14.01 ACRES C W Q Z Z Q W C Z Q W C Z Q W C C W Q Z CWQZ C W Q Z 5 2.32 ACRES Z Q W C E N I L R E T A W " 2 1 ) . G N I S S O R C Y T I C O L E V W . O . R 0' . 3 7 ( 7 6.31 ACRES CW QZ CW QZ BLOCK E 4 18.81 ACRES 25.0' WW ESMT C W Q Z Z Q W C CONNECT TO EXISTING 84" WASTEWATER Z Q W C 6 17.22 ACRES EXISTING 84" WASTEWATER TUNNEL C-84-1500 (ONION CREEK INTERCEPTOR TUNNEL) FEMA 100-YR FLOODPLAIN CREEK CENTERLINE FEMA 500-YR FLOODPLAIN C W Q Z CWQZ C W QZ CWQZ CWQZ CWQZ C W Q Z Q Z W C COA EFFECTIVE 100-YR FLOODPLAIN Z C W Q Z Q W C C W Q Z Z Q W C LEGEND PROPERTY LINE LOT LINE EASEMENT LINE CWQZ C W Q Z PROPOSES RECLAIMED WATER LINE S PROPOSED WASTEWATER MANHOLE WASTEWATER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE PROPOSED STORM DRAIN LINE PROPOSED STORM DRAIN INLET EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING WASTEWATER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING WASTEWATER MANHOLE CWQZ CRITICAL WATER QUALITY ZONE CREEK CENTERLINE FEMA 500-YR FLOODPLAIN BENCHMARKS BENCHMARKS: TBM #1 TBM #3 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) NOTES 1. 2. REFER TO APPROVED WATER SER #3618 AND WASTEWATER SER #3619. 24" WATERMAIN SUBJECT TO CHANGE AND REDUCED SIZE/ALIGNMENT (12") PER WATER SER #3618 © N A L P R E T A W I Y T C O L E V N A L P Y R A N M I L E R P I I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I EX-D C8-2022-0112 16 of 3622M M O C E SH 71 EB (VARIABLE WIDTH) F F WW W WW M M O C WW T F COMM COMM EE COMM WW COMM COMM WW COMM COMM WW COMM COMM T WW COMM E R T D D EE WW EE D EE WW T T W T W U W T F WW CBL T T C B L T T WW T T T C B L T T T C B T L T W U WW F LOT 1, BLOCK A VELOCITY CROSSING GROCERY/RETAIL DOC# 201600260 Y A W M U T N E M O M ) . . W O R . ' 3 7 ( E N I L R E T A W D E M A L C E R " 8 I Y A W M U T N E M O M ) . . W O R . ' 0 . 3 7 ( LOT 1 VELOCITY TECHNOLOGY CENTER DOC# 201600296 C B L T F WW C B L F W C B L WW F F C B L WW C B L W D R 3 7 9 M F S ) H T D I W E L B A I R A V ( WW F U C B L F U U W C B L F C B L W U W C B L F C B L BLOCK B 1 8.54 ACRES 8" RECLAIMED WATER LINE 8" RECLAIMED WATER LINE 3 0.25 ACRES 2 13.49 ACRES R E C L A I M E D W A T E R L I N E 8 " 1 9.06 ACRES WORLD DRIVE (73.0' R.O.W.) 1 10.53 ACRES 2 8.56 ACRES LOT 2B, BLOCK A DOC# 202100273 BLOCK C WORLD DRIVE (73.0' R.O.W.) 3 11.06 ACRES BLOCK F CWQZ 1 CWQZ 1.47 ACRES Z Q W C Z Q W C Z Q W C Z Q W C E N I L R E T A W D E M A L C E R " 8 I I G N S S O R C Y T C O L E V I ) . . W O R . ' 0 . 0 9 ( 2 14.52 ACRES BLOCK E T R A V E R S E C I R C L E 3 . 0 ' R . O . W . ) 1 3.55 ACRES 7 ( BLOCK I E N I L R E T W A 8" RECLAIMED TRAVERSE CIRCLE (73.0' R.O.W.) 2 2.02 ACRES FEMA 100-YR FLOODPLAIN I E V R D N O T D E P X E I I ) . . W O R . ' 0 . 6 9 ( E N I L R E T A W D E M A L C E R " 8 I 1 16.38 ACRES BLOCK D " 8 R E C L A I M E D W A T E R L I N E B L O C K H 1 3.48 ACRES WORLD DRIVE (73.0' R.O.W.) FEMA 500-YR FLOODPLAIN 8 " R E C L A I E X M 1 11.07 ACRES BLOCK G S E E R C 2 2 A 2 . 6 A I M L C E 8 " R E R L I N E T D W A 5 0.75 ACRES P E E D D ( 7 W I T I 3 . 0 ' R . O A N T O . W . ) D E R R I V E L I N E 4 15.71 ACRES G S I N E T E R L I N S O R Y C 3 . 0' R . O . W .) A D W E C I T ( 7 O L A I M L E C V E 8 " R CWQZ Z Q W C 3 Z Q 48.48 ACRES W C C W Q Z C W Q Z Z Q W C CWQZ CWQZ CWQZ 6 4.92 ACRES C W Q Z C W Q Z CREEK CENTERLINE 8 1.04 ACRES C W Q Z BLOCK F C W Q Z 7 14.01 ACRES C W Q Z Z Q W C Z Q W C Z Q W C C W Q Z CWQZ C W Q Z 5 2.32 ACRES Z Q W C ) . G N I S S O R C Y T I C O L E V W . O . R 0' . 3 7 ( 7 6.31 ACRES CW QZ CW QZ BLOCK E 4 18.81 ACRES 25.0' WW ESMT C W Q Z Z Q W C CONNECT TO EXISTING 84" WASTEWATER Z Q W C 6 17.22 ACRES EXISTING 84" WASTEWATER TUNNEL C-84-1500 (ONION CREEK INTERCEPTOR TUNNEL) FEMA 100-YR FLOODPLAIN CREEK CENTERLINE FEMA 500-YR FLOODPLAIN C W Q Z CWQZ C W QZ CWQZ CWQZ CWQZ C W Q Z Q Z W C COA EFFECTIVE 100-YR FLOODPLAIN Z C W Q Z Q W C C W Q Z Z Q W C VELOCITY PRELIMINARY PLAN 00 200' 400' GRAPHIC SCALE 200' LEGEND PROPERTY LINE LOT LINE EASEMENT LINE CWQZ C W Q Z PROPOSES RECLAIMED WATER LINE S PROPOSED WASTEWATER MANHOLE WASTEWATER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE PROPOSED STORM DRAIN LINE PROPOSED STORM DRAIN INLET EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING WASTEWATER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING WASTEWATER MANHOLE CWQZ CRITICAL WATER QUALITY ZONE CREEK CENTERLINE FEMA 500-YR FLOODPLAIN NOTES BENCHMARKS REFER TO APPROVED WATER SER #3618 AND WASTEWATER SER #3619. BENCHMARKS: TBM #1 "(" SET ON HEADWALL LOCATED 107.93' FROM THE NORTHERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =452.68 FEET (AS SHOWN) TBM #3 "(" SET ON HEADWALL LOCATED 1,107.52'' FROM THE NORTHEASTERLY CORNER OF LOT 3, BLOCK "A", ELEVATION =439.44 FEET (AS SHOWN) © N A L P R E T A W D E M A L C E R I N A L P Y R A N M I L E R P I I Y T C O L E V I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I EX-E C8-2022-0112 17 of 3622