B-04 (C8-2019-0057 - Pearson Ranch East Preliminary Plan; District 6 Part 2).pdf — original pdf

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1. PROPERTY OWNERS SHALL PROVIDE ACCESS TO DRAINAGE EASEMENTS AND WATER QUALITY PONDS AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY GOVERNMENTAL AUTHORITIES. GENERAL NOTES 2. NO OBJECTS, INCLUDING BUT NOT LIMITED TO, BUILDINGS, FENCES, OR LANDSCAPING SHALL BE ALLOWED IN A DRAINAGE AND WATER QUALITY EASEMENT EXCEPT AS APPROVED BY THE CITY OF AUSTIN AND WILLIAMSON COUNTY. 3. EROSION/SEDIMENTATION CONTROLS ARE REQUIRED FOR ALL CONSTRUCTION ON EACH LOT. 4. WATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN.. 5. WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN.. 6. ALL DRAINAGE EASEMENTS ON PRIVATE PROPERTY SHALL BE MAINTAINED BY THE PROPERTY OWNER OR ASSIGNS. TOTAL ACREAGE: ...............................................................................................................155.80 Ac. 7. TOTAL LOTS: ............................................................................................................................. 28 LINEAR FEET OF STREETS: ......................................................................................................9,116 L.F. [SEE TABLE 2] 8. 9. THE 100-YR FLOODPLAIN, AS DEFINED BY CITY REGULATIONS, IS CONTAINED WITHIN THE DRAINAGE EASEMENTS SHOWN HEREON. PORTIONS OF THIS TRACT ARE WITHIN THE BOUNDARIES OF THE 100-YR FLOODPLAIN THAT IS WITHIN THE LIMITS OF STUDY OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FIRM PANEL NUMBERS 48491C0610E AND 48491C06030E, DATED:SEPTEMBER 26, 2008 10. STREET NAMES, WIDTHS AND R.O.W. WIDTHS: ....................................................................[SEE TABLE 2] 11. MUNICIPAL JURISDICTION: THIS PRELIMINARY PLAN BOUNDARIES ARE WITHIN THE CITY OF AUSTIN LIMITED PURPOSE ANNEXATION AND 2 MILE ETJ SERVICE AREA. 12. ELECTRICITY SERVICE WILL BE PROVIDED BY AUSTIN ENERGY. 13. FIRE SERVICE TO BE PROVIDED BY ESD #2.. 14. A DECLARATION OF COVENANTS, EASEMENTS, AND RESTRICTIONS MUST BE RECORDED IN THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, TO PROVIDE FOR THE MAINTENANCE OF ALL OPEN SPACE AREAS, CONSERVATION EASEMENTS AND ACCESS EASEMENTS. THE DECLARATION OF COVENANTS SHALL BE REFERENCED BY DOCUMENT NUMBER ON EVERY FINAL PLAT IN THIS SUBDIVISION. 15. NO LOT SHALL BE OCCUPIED UNTIL THE STRUCTURE IS CONNECTED TO THE CITY OF AUSTIN'S WATER AND WASTEWATER UTILITY SYSTEM. 16. THE WATER AND WASTEWATER UTILITY SYSTEM SERVING THIS SUBDIVISION MUST BE IN ACCORDANCE WITH THE CITY OF AUSTIN UTILITY DESIGN CRITERIA. THE WATER AND WASTEWATER UTILITY PLAN MUST BE REVIEWED AND APPROVED BY AUSTIN WATER. ALL WATER AND WASTEWATER CONSTRUCTION MUST BE INSPECTED BY THE CITY OF AUSTIN. THE LANDOWNER MUST PAY THE CITY INSPECTION FEE WITH THE UTILITY CONSTRUCTION. 17. ALL ACTIVITIES WITHIN THE CEF BUFFER MUST COMPLY WITH THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE NATURAL VEGETATIVE COVER MUST BE RETAINED TO THE MAXIMUM EXTENT PRACTICABLE; AND WASTEWATER DISPOSAL OR IRRIGATION IS PROHIBITED. AN ADMINISTRATIVE VARIANCE TO CEF BUFFER REQUIREMENTS WAS APPROVED ON _________________________. 18. ON-SITE CONTROL OF THE 2-YR PEAK FLOW DISCHARGE IS REQUIRED BY SECTION 25-7-61(A)(5)(C) OF THE LAND DEVELOPMENT CODE AND SECTION 1.6.8 OF THE ENVIRONMENTAL CRITERIA MANUAL. 19. SLOPES IN EXCESS OF 15% EXIST ON BLOCK B, LOT 7. CONSTRUCTION ON SLOPES IS LIMITED PER THE LAND DEVELOPMENT CODE. 20. UNIFIED DEVELOPMENT AGREEMENTS WILL BE FILED AND RECORDED FOR THE FOLLOWING SETS OF LOTS: BLOCK A, LOTS 1 - 3 BLOCK B, LOTS 1 - 7 BLOCK C, LOTS 1 - 3 BLOCK D, LOTS 1 & 2 BLOCK G, LOTS 1 - 11 OCTOBER 17, 2019. EASEMENT BENEFICIARIES. BLOCK B, LOT 7: 849.0 BLOCK C, LOT 1: 837.5 21. ALLOWABLE IMPERVIOUS COVER ON MIXED USE IS CALCULATED BASED ON THE PROPORTION OF RESIDENTIAL AND NON-RESIDENTIAL USES ON THE GROUND FLOOR OF THE BUILDING. ALLOWABLE IMPERVIOUS COVER FOR ANY AREA SHOWN AS MU OR MIXED USE MAY BE REVISED AT SITE PLAN BASED ON THE ACTUAL PROPORTION OF RESIDENTIAL AND NON-RESIDENTIAL DEVELOPMENT ON THE GROUND FLOOR. 22. LAND LOCATED WITH THE CITY OF AUSTIN LIMITED PURPOSE ANNEXATION HAS BEEN REZONED TO GR-MU BY ORD. NO. 20191017-049, DATED 23. ANY EXISTING EASEMENTS NOT REQUIRED FOR DEVELOPMENT OF THE PROPERTY WILL BE VACATED OR RELOCATED IF APPROVED BY ANY 24. THIS SITE IS LOCATED WITHIN THE LAKE CREEK WATERSHED, CLASSIFIED AS A SUBURBAN WATERSHED BY THE CITY OF AUSTIN. 25. THIS SITE IS LOCATED WITHIN THE EDWARDS AQUIFER RECHARGE ZONE AS DEFINED BY THE CITY OF AUSTIN AND TCEQ. 26. ALL FINISHED FLOOR ELEVATIONS IN THIS SUBDIVISION FOR ANY FUTURE DEVELOPMENT SHALL BE 1.0 FOOT MINIMUM ABOVE THE 100 YEAR FREQUENCY FLOOD LEVEL. THE FOLLOWING MINIMUM SLAB ELEVATION IS HEREBY SET FOR THE FOLLOWING LOTS 27. THE PRESENCE OF A CRITICAL ENVIRONMENTAL FEATURE ON OR NEAR A PROPERTY MAY AFFECT DEVELOPMENT. ALL ACTIVITIES WITHIN THE CRITICAL ENVIRONMENTAL FEATURES (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.” 28. THE CRITICAL ENVIRONMENTAL FEATURE (CEF) BUFFERS MUST BE MAINTAINED PER CITY OF AUSTIN CODE AND CRITERIA. EXISTING DRAINAGE AND NATIVE VEGETATION SHALL REMAIN UNDISTURBED TO ALLOW THE WATER QUALITY FUNCTION OF THE BUFFER. INSPECTION AND MAINTENANCE OF BUFFER SHALL OCCUR SEMIANNUALLY IN ACCORDANCE TO CITY OF AUSTIN CODE AND CRITERIA. 29. AT CRITICAL ENVIRONMENTAL FEATURES (CEFs) WITHIN OPEN SPACE, CITY OF AUSTIN LAND DEVELOPMENT CODE RESTRICTIONS APPLY AND MAY LIMIT OR PROHIBIT THE EXTENT OF DEVELOPMENT NEAR THESE FEATURES. 30. PRIOR TO THE RECORDING OF ANY FINAL PLAT OF ALL OR A PORTION OF THIS PRELIMINARY PLAN, FISCAL SURETY SHALL BE PROVIDED IN ACCORDANCE WITH LDC §25-1-112 OF THE LAND DEVELOPMENT CODE FOR THE FOLLOWING SUBDIVISION IMPROVEMENTS. 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 ALL DISTURBED AREAS. 31. PARKLAND REQUIREMENTS FOR THIS DEVELOPMENT WILL BE CONVEYED TO A PRIVATE PROPERTY OWNERS ASSOCIATION AT THE TIME OF FINAL PLAT RECORDATION. 32. STREETS WILL BE CONSTRUCTED TO CITY OF AUSTIN STANDARDS AND DEDICATED AS PUBLIC RIGHT-OF-WAY WITH THE FINAL PLAT. 33. PUBLIC SIDEWALKS, BUILT TO CITY OF AUSTIN STANDARDS, ARE REQUIRED ALONG THE FOLLOWING STREETS AND AS SHOWN BY A DOTTED LINE ON THE FACE OF THE PLAT: [PEARSON MARKET CIRCLE, BANK STREET, DAVIS SPRINGS LANE, INSPIRE DRIVE, SPECTRUM DRIVE]. THESE 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 34. NO LOT SHALL BE OCCUPIED UNTIL THE STRUCTURE IS CONNECTED TO THE CITY OF AUSTIN WATER AND WASTEWATER UTILITY SYSTEM. 35. PUBLIC SIDEWALKS, BUILT TO CITY OF AUSTIN STANDARDS, ARE REQUIRED ALONG SH-45 AS SHOWN BY A DOTTED LINE ON THE FACE OF THE PLAN. SIDEWALKS ALONG SH-45 ARE SUBJECT TO THE APPROVAL OF THE TEXAS DEPT. 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 36. THE FOLLOWING LOTS CONTAIN PRIVATE DRAINAGE EASEMENTS FOR PURPOSES OF WATER QUALITY AND DETENTION: BLOCK A, LOTS 1, 2, BLOCK B, LOTS 7, 6, BLOCK C, LOTS 1,2,3 AND BLOCK D, LOT 1 37. UTILITY LINES TO BE CONSTRUCTED ACROSS DAVIS SPRINGS CREEK MUST BE BORED, WITH BORE PITS LOCATED AT LEAST 150 FEET FROM CREEK CENTERLINE, AND ENCASED IN A SECONDARY PIPE. 38. BUILDING SET BACK LINES SHALL BE IN CONFORMANCE WITH APPLICABLE CITY OF AUSTIN ZONING ORDINANCE REQUIREMENTS. 39. PRIOR TO CONSTRUCTION ON LOTS IN THIS SUBDIVISION, DRAINAGE PLANS WILL BE SUBMITTED TO THE CITY OF AUSTIN OF REVIEW. RAINFALL RUN-OFF SHALL BE HELD TO AMOUNT EXISTING AT UNDEVELOPED STATUS BY PONDING OR OTHER METHODS UNLESS OTHERWISE APPROVED BY THE CITY OF AUSTIN WATERSHED PROTECTION DEPARTMENT . ALL PROPOSED CONSTRUCTION OR SITE ALTERATION ON LOTS 1, 2, 8, 9, 10, 11, 12, BLOCK A AND LOT 1, BLOCK B REQUIRES APPROVAL OF A SEPARATE DEVELOPMENT PERMIT. 40. THIS PRELIMINARY PLAN IS RESTRICTED TO NO MORE THAN FOUR ACCESS POINTS OFF SH45. 41. PERIMETER FENCING MUST BE INSTALLED 50' FROM THE OUTER EDGE OF THE CRITICAL ENVIRONMENTAL FEATURE (CEF) IMMEDIATE CATCHMENT AREA FOR ALL POINT RECHARGE FEATURES. FENCING MUST MEET OR EXCEED THE CRITERIA OF COA ITEM NO. 701S OF THE SSM. AT LEAST ONE FOUR-FOOT WIDE, LOCKABLE ACCESS GATE MUST BE PROVIDED. 42. REQUIRED PARK AREA FOR UNITS IS BASED ON THE CALCULATION ESTABLISHED IN LDC 25-1-602(G)(1). THIS PARK CALCULATION IS NOT A LIMITATION ON FUTURE DEVELOPMENT DENSITY. PARK AREA CONVEYANCE IS REQUIRED PER TITLE 25 OF THE CITY CODE PRIOR TO APPROVAL OF A FINAL PLAT IN THIS SUBDIVISION. THE AREA TO BE CONVEYED IS SHOWN ON THIS PRELIMINARY PLAN. THIS AREA IS TO BE CONVEYED TO THE HOMEOWNERS ASSOCIATION/PROPERTY OWNERS ASSOCIATION UPON FINAL PLATTING. UPON ANNEXATION FOR ALL PURPOSES, THIS AREA WILL BE DEDICATED TO THE CITY OF AUSTIN. THE PARK DEVELOPMENT FEE WILL BE SATISFIED BY FISCAL SURETY FOR CONSTRUCTION OF AMENITIES AND/OR FEE IN-LIEU THEREOF PRIOR TO FINAL PLAT APPROVAL. 43. NO IMPROVEMENTS ARE REQUIRED TO BE CONSTRUCTED WITHIN THE SPECTRUM DRIVE RIGHT-OF-WAY, WITH THE EXCEPTION OF THE 12’ CONCRETE TRAIL DESCRIBED IN NOTE 44. IN ADDITION, NO FISCAL POSTING IS REQUIRED FOR ANY IMPROVEMENTS ASSOCIATED WITH THE SPECTRUM DRIVE RIGHT-OF-WAY WITH THE SUBDIVISION REVIEW. IN THE EVENT THAT A ROADWAY IS CONSTRUCTED WITHIN THE SPECTRUM DRIVE RIGHT-OF-WAY, ALL EXISTING IMPROVEMENTS WITHIN THE SPECTRUM DRIVE RIGHT-OF-WAY MAY BE REMOVED. SPECTRUM DRIVE CONSTRUCTION MAY BE REQUIRED OUTSIDE OF THE SUBDIVISION PLAN REVIEW PROCESS. 44. A 12’ CONCRETE TRAIL CONNECTING TO PEARSON MARKET CIRCLE SIDEWALK SHALL BE CONSTRUCTED WITHIN SPECTRUM DRIVE RIGHT-OF-WAY, EXTENDING TO THE FIRST 50 FEET OF FRONTAGE ALONG THE BLOCK A LOT 4 PARKLAND LOT. THE TRAIL SHALL BE LOCATED 2’ OFF OF THE SOUTHERN SPECTRUM AVENUE RIGHT OF WAY BOUNDARY. : : M A 6 4 9 2 9 0 2 0 2 / 4 2 / 1 , g w d . ) 5 e s n o p s e R t n e m m o C ( 4 0 t e S t e e h S P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K TABLE 2 Required park area for units is based on the calculation established in LDC 25-1-602(G)(1). This park calculation is not a limitation on future development density. (See Note No. 45) LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE I EG A P R EP CAA NDS L U L W . LIN E A R C H H I T A N E C T S T A T E 1.24.2020 917 O F X E T SA NOTES: 1. T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L REVISIONS PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER 6 ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans 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. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME SUBDIVISION NOTES & CALCULATIONS SHEET 6 OF 13 C14-2019-0068 ZONING . c n I , E G B 0 3 3 E T U S I , C A P O M H T R O N 0 0 0 7 1 3 7 8 7 X T , I N T S U A i m o c . c n e g b . w w w • 0 0 4 0 - 9 7 8 - 2 1 5 : L E T 6 4 0 1 - F . o N n o i t i a r t s g e R E P B T LEGEND: Critical Water Quality Zone Creek Center line FEMA Floodplain Wetlands Setback Wetlands Boundary CEF Natural Buffer Drainage Easement Wastewater Easement Removed Tree Preserved Tree LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE EG I A P R EP CAA NDS L U L W . LIN E A R C H H I T A N E C T S T A T E 1.24.2020 917 OF X E T SA NOTES: 1. T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L REVISIONS HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) N68°46'14"E 1549.15' N68°46'14"E 1549.15' (N68°45'30"E 1549.13') (N68°45'30"E 1549.13') S68°46'14"W 1549.15' S68°46'14"W 1549.15' (S68°45'30"W 1549.13') (S68°45'30"W 1549.13') 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" N68°50'57"E 590.38' N68°50'57"E 590.38' (N68°52'59"E 590.48') (N68°52'59"E 590.48') i M a t c h L n e S h e e t 2 i M a t c h L n e S h e e t 3 E V I R D E R I P S N I ' ' 4 4 1 1 . . 7 7 1 1 2 2 E E " " 2 2 2 2 8 8 3 3 ° ° 4 4 1 1 S S ) ) ' ' 8 8 3 3 . . 7 7 1 1 2 2 E E 6 6 3 3 ° ° 2 2 1 1 S S ( ( ' ' ' ' 3" C E D A R P O ST IN 28" 3" C E D A R P O ST IN 28" LIV E O A K LIV E O A K S80°47'54"W S80°47'54"W 109.81' 109.81' (S83°05'W (S83°05'W 109.44') 109.44') 22.86 ac. parkland S68°58'23"W 349.81' S68°58'23"W 349.81' (S71°02'W 349.90') (S71°02'W 349.90') GUY POLE GUY POLE 3/8" IN C O N C R ETE 3/8" IN C O N C R ETE E E T T E E R R C C N N O O C C N N I I " " 8 8 / / 3 3 New CWQZ 10n W.W.E. (2015064752) 10n W.W.E. (2015064752) FEMA Floodplain N84°50'51"E 930.90' N84°50'51"E 930.90' (N84°49'42"E 931.16') (N84°49'42"E 931.16') D R A I N A G E E A S E M E N T T N E M S T A N E S E M S E E S C A C E E A G A A C C E S S E A S M E N T JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) LD LD LD LD T N E M E S A E E G A A I N R D 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) F L O O D P L AIN E A S M E N T K K K K E E E E E E E E R R R R C C C C F F F F O O O O L L L L C C C C . . . . X X X X O O O O R R R R P P P P P P P P A A A A A C C E S S E A S M E N T 9' 9' 7 7 . . 4 4 7 7 6 6 E E " " 4 4 6'5 6'5 3 3 ° ° 0 0 1 1 S S 0') 0') 9 9 . . 4 4 7 7 6 6 E E " " 7 7 4'5 4'5 3 3 ° ° 0 0 1 1 S S ( ( D R AI N A G E E A S M E N T APPROX. CL OF CREEK APPROX. CL OF CREEK Wetland setback A C C E S S E A S M E N T FEMA Floodplain New CWQZ GUY POLE GUY POLE N88°00'15"E 325.12' N88°00'15"E 325.12' (N87°59'25"E 325.37') (N87°59'25"E 325.37') 6') 6') 7 7 . . 0 0 9 9 2 2 6' 6' 6 6 . . 0 0 9 9 2 2 E E " " 6 6 0'1 0'1 4 4 ° ° 0 0 1 1 S S 4 4 ° ° 8 8 0 0 S S ( ( 0'E 0'E JOE FREDERICK JOE FREDERICK ENGLAND, TRUSTEE ENGLAND, TRUSTEE 2.0 ACRES 2.0 ACRES (2014081620) (2014081620) 2.00 ACRES 2.00 ACRES DESCRIBED IN DESCRIBED IN (637/544) (637/544) E E T T E E R R C C N N O O 3 / 8 " I N C 3 / 8 " I N C 0 75 100 SCALE: 1" = 150' 150 300 450 PEA R S O N M A R N K A I N R 5' D 1 E T C I R C L E IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 0 0 0.0 0.0 5 5 F-1 F-1 CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL 1.94 ac. parkland FEATURE FEATURE F-2 F-2 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT CRITICAL CRITICAL AREA AREA ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 1 1 0 0 0 0 . . 0 0 0 0 S P E C T R U M D R I V E T N E M S A E E G CEF Natural A AIN Buffer R D CEF Natural Buffer CWQZ MUSTANG RANCH SUBDIVISION MUSTANG RANCH SUBDIVISION LOT 1 LOT 1 BLOCK A BLOCK A (R/102) (R/102) SIMPSON RANCH LP SIMPSON RANCH LP (2011044502) (2011044502) 7' 7' 1.4 1.4 7') 7') 1.2 1.2 8 8 3"W 9 3"W 9 8 8 9"W 9 9"W 9 9'5 9'5 9'5 9'5 0°0 0°0 0 0 ° ° 0 0 0 0 0 0 (N (N N N T N E M S A AIL E R T T N E M E S A D R AIN A G E E A S M E N T AIL E R D T E S O P O R P T N E M S A AIL E R T 2' 2' 5.2 5.2 3') 3') 5.2 5.2 7 7 9"W 2 9"W 2 7 7 2"W 2 2"W 2 7'5 7'5 7'3 7'3 0°0 0°0 0°0 0°0 0 0 0 0 (N (N N N A A U U A A S S U U T T I I N N L L I I S S T T I I N N E E T T J J M M I I T T E E P R O P O S E D 2 0 F T A C C E S S / S I D E W A L K E A S E M E N T S S O O U U T T H H ( ( 1 1 0 0 E E R R 0' 0' R R . . N N P P O O . . W W . . A A C C I I F F I I W W I I D D N N 6 6 9 9 ( ( N N ° ° 1 1 6 6 9 9 ° ° 1 1 2'3 2'3 1'4 1'4 7 7 " " T T C C H H R R ) ( ) ( 3 3 A A I I L L 3 3 / / 5 5 W W 6 6 " " W W 5 5 4 4 5 5 4 4 5 5 . . 0 0 5 5 . . 0 0 5' 5' 2') 2') R R O O 6 6 3 3 ) ) A A D D DRAINAGE EASMENT D D P P U U R R P P O O S S E E APPROXIMATE ORIGINAL SURVEY LINE 15' DRAINAGE EASMENT GATE GATE GATE GATE 5 5 0 0 . . 0 0 0 0 CEF Natural Buffer F-4 F-4 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 0 0 0.0 0.0 5 5 1 1 CEF Setback 10ll 10ll APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) O S S O L B SUMMER BREEZE WAY (PVT.) JEFFREY BANKS AND IVALENE JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES PORTION OF 295.73 ACRES (1844/392) (1844/392) 3/8" IN CONCRETE 3/8" IN CONCRETE ) . T V P ( E V I R D K C I T S Y R O K C H I T.) V E (P RIV L D M HIL I P R V A T E A C C E S S E A S M E N T I P R V A T E A C C E S S E A S M E N T ' ' 2 2 2 2 . . 9 9 1 1 0 0 1 1 E E " " 9 9 3 3 1 1 2 2 ° ° 3 3 2 2 S S ' ' ) ) ' ' 8 8 4 4 . . 9 9 1 1 0 0 1 1 E E " " 4 4 1 1 1 1 2 2 ° ° 3 3 2 2 S S ' ' ( ( LD LD LD LD LD LD LD LD ' ' 9 9 5 5 . . 6 6 3 3 2 2 ) ) ' ' 7 7 3 3 . . 6 6 3 3 2 2 E E " " 1 1 3 3 ' ' E E " " 2 2 3 3 ' ' 4 4 1 1 ° ° 6 6 2 2 S S ( ( 2 2 1 1 ° ° 6 6 2 2 S S LD LD LD LD 3/8" IN C 3/8" IN C O O N N C C R R E E T T E E N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' 10ll 10ll APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) RIVE INSPIRE D 10kk 10kk EASEMENT EASEMENT (1873/246) (1873/246) AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE PEARSON MARKET CIRCLE CEF Natural Buffer 1.58 ac. parkland IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 5 5 0.0 0.0 0 0 F-3 F-3 100.00 100.00 ENVIRONMENTAL ENVIRONMENTAL CRITICAL CRITICAL FEATURE FEATURE P E B B L E S T R E A M D R V E I ( P V T . ) AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE BANK STREET D A V I S S P R I N G S F017 F017 L A N E DAVIS SPRINGS SECTION 10-A DAVIS SPRINGS SECTION 10-A (O/344-345) (O/344-345) A A U U S S INGRESS AND EGRESS INGRESS AND EGRESS ESMT. ESMT. (667/315) 10-G (667/315) 10-G T T I I N N L L I I P.O.B. P.O.B. ASPHALT ASPHALT ' ' . . 5 5 9 9 3 3 REFERENCE TIE REFERENCE TIE S74°25'31"E 105.37' S74°25'31"E 105.37' F017 F017 APPROX 940' TO APPROX 940' TO PARMER LANE PARMER LANE M M I I T T E E ASPH. DRIVE ASPH. DRIVE S68°18'17"W 841.89' S68°18'17"W 841.89' Driveway #1 6.70ac. SURVEY TIE ACROSS SH 45 SURVEY TIE ACROSS SH 45 STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) S67°32'23"W 830.67' S67°32'23"W 830.67' (1587/258) (1587/258) (1592/352) (1592/352) (S68°18'17"W 842.03') (S68°18'17"W 842.03') (S67°32'26"W 830.66') (S67°32'26"W 830.66') ONE-WAY TRAFFIC ONE-WAY TRAFFIC ONE-WAY TRAFFIC ONE-WAY TRAFFIC FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD ASPHALT DRIVE ASPHALT DRIVE ASPHALT ASPHALT ASPHALT ASPHALT MEDIAN MEDIAN MEDIAN MEDIAN 1 1 1 1 9 9 9 9 3 3 3 3 . . . . ' ' ' ' S67°32'23"W 830.67' S67°32'23"W 830.67' (S67°32'26"W 830.66') (S67°32'26"W 830.66') 10e T.E. (458/334) 10e T.E. (458/334) D D P P AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE U U R R P P O O S S E E INGRESS AND EGRESS INGRESS AND EGRESS ESMT. ESMT. (667/315) 10-G (667/315) 10-G P R O P O S E D 2 0 F T A C C E S S / S I D E W A 427.39 : : M A 9 1 6 1 0 1 0 2 0 2 / 4 2 / 1 , g w d . ) 5 e s n o p s e R t n e m m o C ( 4 0 t e S t e e h S P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K ' ' 2 2 2 2 . . 9 9 5 5 2 2 E E ' ' ) ) 4 4 4 4 . . 9 9 5 5 2 2 E E ' ' " " 6 6 4 4 1 1 1 1 ° ° 5 5 2 2 S S ( ( ' ' " " 3 3 4 4 0 0 1 1 ° ° 5 5 2 2 S S P.O.B. P.O.B. C1 C1 10e 10e APPARENT RELOCATION APPARENT RELOCATION PORTION OF T.E. PORTION OF T.E. (458/334) (458/334) 5.00 K L A W E D I S E C A F B R U C E C A F B R U C 10h 10h 30' ACCESS ESMT. 30' ACCESS ESMT. (1844/392) (1844/392) DRAINAGE EASEMENT 10jj 10jj WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT (2014015559) (2014015559) S65°14'23"W 228.74' S65°14'23"W 228.74' (S65°10'58"W 228.67') (S65°10'58"W 228.67') ASPH. ASPH. GRATE INLET GRATE INLET ASPHALT ASPHALT DRAINAGE EASEMENT S67°43'05"W 1426.94' S67°43'05"W 1426.94' (S67°43'56"W 1426.95') (S67°43'56"W 1426.95') GRATE INLET GRATE INLET GRATE INLET GRATE INLET WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP CONC. DRIVE CONC. DRIVE CONC. DRIVE CONC. DRIVE APPROXIMATELY 2633' APPROXIMATELY 2633' TO PARMER LANE TO PARMER LANE GRATE INLET GRATE INLET GRATE INLET GRATE INLET CURB & GUTTER CURB & GUTTER HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED (2003084118) (2003084118) ' ' ' ' 1 1 1 1 . . . . 3 3 3 3 4 4 4 4 ACCELERATION LANE GRATE INLET GRATE INLET MEDIAN MEDIAN 10ii 10ii GRATE INLET GRATE INLET GRATE INLET GRATE INLET DECELERATION LANE CONCRETE CONCRETE DRIVE DRIVE UTILITY VAULT UTILITY VAULT GRATE INLET GRATE INLET WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP CURB & GUTTER CURB & GUTTER HIGHWAY ACCESS DENIED HIGHWAY ACCESS DENIED 10ii 10ii (2003084118) (2003084118) (426') (426') STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) (2003084118) (2003084118) (2006105739) (2006105739) HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED 10ii 10ii (2003084118) (2003084118) (645') (645') ASPHALT ASPHALT ONE-WAY TRAFFIC ONE-WAY TRAFFIC FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE 4' 4' 9 9 . . 7 7 1 1 4 4 E E " " 4 4 7'5 7'5 3 3 ° ° 0 0 1 1 S S 9') 9') 0 0 . . 8 8 1 1 4 4 E E " " 7 7 4'5 4'5 3 3 ° ° 0 0 1 1 S S ( ( D R A I N A G E E A S E M E N T JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) 15' DRAINAGE EASEMENT 10ii 10ii WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT 10jj 10jj HIGHWAY ACCESS DENIED HIGHWAY ACCESS DENIED (2014015559) (2014015559) (2003084118) (2003084118) N68°25'02"E 6.22' N68°25'02"E 6.22' 10e 10e APPARENT RELOCATION APPARENT RELOCATION PORTION OF T.E. PORTION OF T.E. (458/334) (458/334) L2 L2 GATE GATE L1 L1 CONC. DRAINAGE STRUCTURE CONC. DRAINAGE STRUCTURE 48" RCP 48" RCP ' ' ' ' . . . . 4 4 4 4 5 5 5 5 5 5 5 5 LD LD ASPHALT ASPHALT CURB & GUTTER CURB & GUTTER CURB & GUTTER CURB & GUTTER Note: Sidewalk adjacent to Tree #4022 will be constructed such that all soil cuts or trenching will be outside of the 1/2 Critical Root Zone, or constructed to span over the 1/2 CRZ as to not compact soils in compliance with [ ECM 3.5.2, ECM Appendix V Figure 3-6]. 10h 10h 30' ACCESS ESMT. 30' ACCESS ESMT. (1844/392) (1844/392) 10jj 10jj WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT (2014015559) (2014015559) PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER 8 ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans 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. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME TREE SURVEY SHEET 8 OF 13 NOTE: Tree protection fencing to extend to the full extent of the critical root zone where possible. C14-2019-0068 ZONING Slopes Table Minimum Slope Maximum Slope Color 15.00% 25.00% 35.00% 25.00% 35.00% 100.00% DAVIS SPRINGS PROPERTIES, LTD. DAVIS SPRINGS PROPERTIES, LTD. PORTION OF 515.915 ACRES PORTION OF 515.915 ACRES (2199/202) (2199/202) FEMA Floodplain REEK REEK REEK REEK OX. CL OF C OX. CL OF C OX. CL OF C OX. CL OF C APPR APPR APPR APPR New CWQZ N68°59'52"E 708.02' N68°59'52"E 708.02' (N71°07'47"E) (N71°07'47"E) 6" 6" 6" 6" Block B LOT 7 11.20ac. CWQZ P P P P R R O O X. C X. C L O L O F C F C R R E E E E K K A A A C C E S S E A S M E N T BA BA BA BA D rain a g e E s m t. ' ' 1 1 0 0 . . 3 3 3 3 3 3 W W " " 2 2 0 0 4 4 5 5 ° ° 7 7 1 1 N N ' ' SAM SAM Block B LOT 6 3.64 ac. ' ' 2 2 9 9 . . 7 7 3 3 1 1 1 1 E E " " 0 0 3 3 4 4 5 5 ° ° 7 7 1 1 S S ) ) ' ' 1 1 1 1 . . 8 8 3 3 1 1 1 1 E E " " 7 7 5 5 3 3 5 5 ° ° 7 7 1 1 S S ( ( ' ' ' ' Wetland setback I D R A N A G E E A S E M E N T D R A I N A G E E A S E M E N T F L O O D P L A I N E A S M E N T A C C ESS EAS M E NT ' ' 3 3 4 4 . . 7 7 8 8 9 9 W W " " 2 2 0 0 4 4 5 5 ° ° 7 7 1 1 N N ) ) ' ' 6 6 5 5 . . 7 7 8 8 9 9 W W " " 4 4 3 3 3 3 5 5 ° ° 7 7 1 1 N N ( ( ' ' ' ' 1 1 0 0 m m W W . . W W . . E E . . ( ( 2 2 0 0 1 1 5 5 0 0 6 6 4 4 7 7 5 5 1 1 ) ) Block B LOT 5 2.71 ac. LOT 1 BLOCK A LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) (2007099405) (2007099405) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) (2007099405) (2007099405) APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK F L O O D P L A I N E A S M E S71°43'06"W 236.96' S71°43'06"W 236.96' (S73°51'W 237.65') (S73°51'W 237.65') N T 3" C E D A R P O ST IN 28" 3" C E D A R P O ST IN 28" LIVE O AK LIVE O AK S80°47'54"W S80°47'54"W 109.81' 109.81' (S83°05'W (S83°05'W 109.44') 109.44') Slopes (15% - 25%) Slopes (25% - 35%) APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK FEMA Floodplain N84°50'51"E 930.90' N84°50'51"E 930.90' (N84°49'42"E 931.16') (N84°49'42"E 931.16') E V I R D E R I P S N I ' ' 4 4 1 1 . . 7 7 1 1 2 2 E E " " 2 2 2 2 8 8 3 3 ° ° 4 4 1 1 S S ) ) ' ' 8 8 3 3 . . 7 7 1 1 2 2 E E 6 6 3 3 ° ° 2 2 1 1 S S ( ( ' ' ' ' LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE EG I A P R EP CAA NDS L U L W . LIN E A R C H H I T A N E C T S T A T E 1.24.2020 917 O F X E T SA NOTES: 1. T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L REVISIONS LOT 1 BLOCK A LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) N68°46'14"E 1549.15' N68°46'14"E 1549.15' (N68°45'30"E 1549.13') (N68°45'30"E 1549.13') S68°46'14"W 1549.15' S68°46'14"W 1549.15' (S68°45'30"W 1549.13') (S68°45'30"W 1549.13') 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" N68°50'57"E 590.38' N68°50'57"E 590.38' (N68°52'59"E 590.48') (N68°52'59"E 590.48') Block B LOT 1 4.32 ac. GATE GATE GATE GATE 5 5 0 0 . . 0 0 0 0 CEF Natural Buffer F-4 F-4 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 0 0 0.0 0.0 5 5 1 1 Block B LOT 2 4.99 ac. Block B LOT 3 4.95 ac. CEF Setback 10ll 10ll APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) Block B LOT 4 3.30 ac. S68°58'23"W 349.81' S68°58'23"W 349.81' (S71°02'W 349.90') (S71°02'W 349.90') GUY POLE GUY POLE 3/8" IN C O N C R ETE 3/8" IN C O N C R ETE E E T T E E R R C C N N O O C C N N I I " " 8 8 / / 3 3 New CWQZ 10n W.W.E. (2015064752) 10n W.W.E. (2015064752) CWQZ MUSTANG RANCH SUBDIVISION MUSTANG RANCH SUBDIVISION LOT 1 LOT 1 BLOCK A BLOCK A (R/102) (R/102) SIMPSON RANCH LP SIMPSON RANCH LP (2011044502) (2011044502) IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 0 0 0.0 0.0 5 5 F-1 F-1 CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE F-2 F-2 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT CRITICAL CRITICAL AREA AREA ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 1 1 0 0 0 0 . . 0 0 0 0 S P E C T R U M D R I V E T N E M S A E E G CEF Natural A AIN Buffer R Block A D LOT 3 2.31 ac. CEF Natural Buffer 7' 7' 1.4 1.4 7') 7') 1.2 1.2 8 8 3"W 9 3"W 9 8 8 9"W 9 9"W 9 9'5 9'5 9'5 9'5 0°0 0°0 0°0 0°0 0 0 0 0 (N (N N N T N E M S A AIL E R T T N E M E S A D R AIN A G E E A S M E N T AIL E R D T E S O P O R P Block A LOT 2 10.35 ac. T N E M S A AIL E R T 2' 2' 5.2 5.2 3') 3') 5.2 5.2 7 7 9"W 2 9"W 2 7 7 2"W 2 2"W 2 7'5 7'5 7'3 7'3 0°0 0°0 0°0 0°0 0 0 0 0 (N (N N N A A U U A A S S U U T T I I N N L L I I S S T T I I N N E E T T J J M M I I T T E E DRAINAGE EASMENT D D P P U U R R P P O O S S E E APPROXIMATE ORIGINAL SURVEY LINE 15' DRAINAGE EASMENT P R O P O S E D 2 0 F T A C C E S S / S I D E W A L K E A S E M E N T S S O O U U T T H H ( ( 1 1 0 0 0' 0' E E R R R R . . N N P P O O . . W W . . A A C C I I F F I I W W I I D D N N 6 6 9 9 ( ( N N ° ° 1 1 6 6 9 9 ° ° 1 1 2'3 2'3 1'4 1'4 7 7 " " T T C C H H R R ) ( ) ( 3 3 A A I I L L 3 3 / / 5 5 W W 6 6 " " W W 5 5 4 4 5 5 4 4 5 5 . . 0 0 5 5 . . 0 0 5' 5' 2') 2') R R O O 6 6 3 3 ) ) A A D D Block A LOT 1 6.70ac. INGRESS AND EGRESS INGRESS AND EGRESS ESMT. ESMT. (667/315) 10-G (667/315) 10-G DAVIS SPRINGS SECTION 10-A DAVIS SPRINGS SECTION 10-A (O/344-345) (O/344-345) PEARSON MARKET CIRCLE Block G LOT 2 3.16 ac. T.) V E (P RIV L D M HIL ' ' 2 2 2 2 . . 9 9 1 1 0 0 1 1 E E " " 9 9 3 3 1 1 2 2 ° ° 3 3 2 2 S S ' ' ) ) ' ' 8 8 4 4 . . 9 9 1 1 0 0 1 1 E E " " 4 4 1 1 1 1 2 2 ° ° 3 3 2 2 S S ' ' ( ( Block G LOT 3 2.96 ac. O S S O L B SUMMER BREEZE WAY (PVT.) JEFFREY BANKS AND IVALENE JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES PORTION OF 295.73 ACRES 3/8" IN CONCRETE 3/8" IN CONCRETE E E T T E E R R C C N N O O 3 / 8 " I N C 3 / 8 " I N C Block G LOT 4 2.27 ac. Block G LOT 9 1.49 ac. (Private access easement overlay) Block G LOT 10 1.77 ac. (Private Access easement overlay) CEF Natural Buffer IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 5 5 0.0 0.0 0 0 Block G LOT 1 1.58 ac. F-3 F-3 100.00 100.00 ENVIRONMENTAL ENVIRONMENTAL CRITICAL CRITICAL FEATURE FEATURE Block G LOT 8 3.09 ac. P E B B L E S T R E A M D R V E I ( P V T . ) Block G LOT 7 3.53 ac. BANK STREET I P R V A T E A C C E S S E A S M E N T I P R V A T E A C C E S S E A S M E N T AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE Block F LOT 1 5.75 ac. D A V I S S P R I N G S F017 F017 L A N E (1844/392) (1844/392) ) . T V P ( E V I R D K C I T S Y R O K . C c I H a 6 ) y 8 a l r . e 0 v o 1 t n 1 e m T e s O a e L s s e G c c N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' e t k a v c i r o P 10ll 10ll ( l B APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) 3/8" IN C 3/8" IN C O O Block G LOT 5 1.81 ac. T T E E E E N N R R C C RIVE INSPIRE D 10kk 10kk EASEMENT EASEMENT (1873/246) (1873/246) AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE 5.00 K L A W E D I S E C A F B R U C E C A F B R U C Block G LOT 6 3.85 ac. LD LD LD LD LD LD LD LD ' ' 9 9 5 5 . . 6 6 3 3 2 2 ) ) ' ' 7 7 3 3 . . 6 6 3 3 2 2 E E " " 1 1 3 3 ' ' E E " " 2 2 3 3 ' ' 4 4 1 1 ° ° 6 6 2 2 S S ( ( 2 2 1 1 ° ° 6 6 2 2 S S LD LD LD LD Block E LOT 1 6.25 ac. 10e 10e APPARENT RELOCATION APPARENT RELOCATION PORTION OF T.E. PORTION OF T.E. (458/334) (458/334) ' ' 2 2 2 2 . . 9 9 5 5 2 2 E E ' ' ) ) 4 4 4 4 . . 9 9 5 5 2 2 E E ' ' " " 6 6 4 4 1 1 1 1 ° ° 5 5 2 2 S S ( ( ' ' " " 3 3 4 4 0 0 1 1 ° ° 5 5 2 2 S S P.O.B. P.O.B. C1 C1 P.O.B. P.O.B. ASPHALT ASPHALT ' ' 5 5 . . 9 9 3 3 REFERENCE TIE REFERENCE TIE S74°25'31"E 105.37' S74°25'31"E 105.37' F017 F017 APPROX 940' TO APPROX 940' TO PARMER LANE PARMER LANE ASPH. DRIVE ASPH. DRIVE ONE-WAY TRAFFIC ONE-WAY TRAFFIC ONE-WAY TRAFFIC ONE-WAY TRAFFIC FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD ASPHALT DRIVE ASPHALT DRIVE ' ' ' ' . . . . 1 1 1 1 9 9 9 9 3 3 3 3 ASPHALT ASPHALT ASPHALT ASPHALT S67°32'23"W 830.67' S67°32'23"W 830.67' (S67°32'26"W 830.66') (S67°32'26"W 830.66') S68°18'17"W 841.89' S68°18'17"W 841.89' (S68°18'17"W 842.03') (S68°18'17"W 842.03') MEDIAN MEDIAN MEDIAN MEDIAN S67°32'23"W 830.67' S67°32'23"W 830.67' (S67°32'26"W 830.66') (S67°32'26"W 830.66') 10e T.E. (458/334) 10e T.E. (458/334) S65°14'23"W 228.74' S65°14'23"W 228.74' (S65°10'58"W 228.67') (S65°10'58"W 228.67') ASPH. ASPH. GRATE INLET GRATE INLET ASPHALT ASPHALT DRAINAGE EASEMENT S67°43'05"W 1426.94' S67°43'05"W 1426.94' (S67°43'56"W 1426.95') (S67°43'56"W 1426.95') ACCELERATION LANE DECELERATION LANE ' ' ' ' 1 1 1 1 . . . . 3 3 3 3 4 4 4 4 GRATE INLET GRATE INLET GRATE INLET GRATE INLET GRATE INLET GRATE INLET UTILITY VAULT UTILITY VAULT CURB & GUTTER CURB & GUTTER ASPHALT ASPHALT ONE-WAY TRAFFIC ONE-WAY TRAFFIC FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD GRATE INLET GRATE INLET GRATE INLET GRATE INLET WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP CONC. DRIVE CONC. DRIVE CONC. DRIVE CONC. DRIVE APPROXIMATELY 2633' APPROXIMATELY 2633' TO PARMER LANE TO PARMER LANE GRATE INLET GRATE INLET GRATE INLET GRATE INLET CURB & GUTTER CURB & GUTTER GRATE INLET GRATE INLET MEDIAN MEDIAN 10ii 10ii CONCRETE CONCRETE DRIVE DRIVE HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED (2003084118) (2003084118) HIGHWAY ACCESS DENIED HIGHWAY ACCESS DENIED WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP 10ii 10ii (2003084118) (2003084118) (426') (426') STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) (2003084118) (2003084118) (2006105739) (2006105739) HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED 10ii 10ii (2003084118) (2003084118) (645') (645') SURVEY TIE ACROSS SH 45 SURVEY TIE ACROSS SH 45 STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) (2003084118) (2003084118) (2006105739) (2006105739) Block C LOT 1 19.62 ac. D R A I N A G E E A S E M E N T T N E M S T A N E S E M S E E S C A C E E A G A PEA R S O N M A R K A I N R 5' D 1 E T C I R C L E Block D LOT 2 8.78 ac. A C C E S S E A S M E N T Block C LOT 2 8.89 ac. JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) LD LD LD LD T N E M E S A E E G A A I N R D 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) F L O O D P L AIN E A S M E N T K K K K E E E E E E E E R R R R C C C C F F F F O O O O L L L L C C C C . . . . X X X X O O O O R R R R P P P P P P P P A A A A A C C E S S E A S M E N T 9' 9' 7 7 . . 4 4 7 7 6 6 E E " " 4 4 6'5 6'5 3 3 ° ° 0 0 1 1 S S 0') 0') 9 9 . . 4 4 7 7 6 6 E E " " 7 7 4'5 4'5 3 3 ° ° 0 0 1 1 S S ( ( D R AI N A G E E A S M E N T APPROX. CL OF CREEK APPROX. CL OF CREEK Wetland setback A C C E S S E A S M E N T FEMA Floodplain New CWQZ GUY POLE GUY POLE N88°00'15"E 325.12' N88°00'15"E 325.12' (N87°59'25"E 325.37') (N87°59'25"E 325.37') 6') 6') 7 7 . . 0 0 9 9 2 2 6' 6' 6 6 . . 0 0 9 9 2 2 E E " " 6 6 0'1 0'1 4 4 ° ° 0 0 1 1 S S 4 4 ° ° 8 8 0 0 S S ( ( 0'E 0'E JOE FREDERICK JOE FREDERICK ENGLAND, TRUSTEE ENGLAND, TRUSTEE 2.0 ACRES 2.0 ACRES (2014081620) (2014081620) 2.00 ACRES 2.00 ACRES DESCRIBED IN DESCRIBED IN (637/544) (637/544) 10h 10h 30' ACCESS ESMT. 30' ACCESS ESMT. (1844/392) (1844/392) Block D LOT 1 5.60 ac. DRAINAGE EASEMENT 10jj 10jj WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT (2014015559) (2014015559) 15' DRAINAGE EASEMENT 10e 10e APPARENT RELOCATION APPARENT RELOCATION PORTION OF T.E. PORTION OF T.E. (458/334) (458/334) AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE Block C LOT 3 3.10 ac. 10ii 10ii WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT HIGHWAY ACCESS DENIED HIGHWAY ACCESS DENIED D R A I N A G E E A S E M E N T (2014015559) (2014015559) 10jj 10jj (2003084118) (2003084118) 4' 4' 9 9 . . 7 7 1 1 4 4 E E " " 4 4 7'5 7'5 3 3 ° ° 0 0 1 1 S S 9') 9') 0 0 . . 8 8 1 1 4 4 E E " " 7 7 4'5 4'5 3 3 ° ° 0 0 1 1 S S ( ( L2 L2 GATE GATE L1 L1 48" RCP 48" RCP ' ' ' ' 4 4 4 4 . . . . 5 5 5 5 5 5 5 5 LD LD ASPHALT ASPHALT JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) N68°25'02"E 6.22' N68°25'02"E 6.22' CONC. DRAINAGE STRUCTURE CONC. DRAINAGE STRUCTURE 0 75 100 SCALE: 1" = 150' N 150 300 450 CURB & GUTTER CURB & GUTTER CURB & GUTTER CURB & GUTTER PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER 9 ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans 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. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME SLOPE MAP SHEET 9 OF 13 C14-2019-0068 ZONING : : M A 1 2 9 4 9 0 2 0 2 / 4 2 / 1 , g w d . ) 5 e s n o p s e R t n e m m o C ( 4 0 t e S t e e h S P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K . c n I , E G B 0 3 3 E T U S I , C A P O M H T R O N 0 0 0 7 1 3 7 8 7 X T , I N T S U A i m o c . c n e g b . w w w • 0 0 4 0 - 9 7 8 - 2 1 5 : L E T 6 4 0 1 - F . o N n o i t i a r t s g e R E P B T . c n I , E G B 0 0 0 1 E T U S I , ' D V L B S R O T C E R D 1 0 7 1 I 4 4 7 8 7 X T , I N T S U A i m o c . c n e g b . w w w • 0 0 4 0 - 9 7 8 - 2 1 5 : L E T 6 4 0 1 - F . o N n o i t i a r t s g e R E P B T . c n I , E G B 0 0 0 1 E T U S I , ' D V L B S R O T C E R D 1 0 7 1 I 4 4 7 8 7 X T , I N T S U A i m o c . c n e g b . w w w • 0 0 4 0 - 9 7 8 - 2 1 5 : L E T 6 4 0 1 - F . o N n o i t i a r t s g e R E P B T LEGEND: Critical Water Quality Zone Creek Center line FEMA Floodplain Wetlands Setback Wetlands Boundary CEF Natural Buffer Drainage Easement Wastewater Easement CWQZ Taken CWQZ Replaced DAVIS SPRINGS PROPERTIES, LTD. DAVIS SPRINGS PROPERTIES, LTD. PORTION OF 515.915 ACRES PORTION OF 515.915 ACRES (2199/202) (2199/202) FEMA Floodplain REEK REEK REEK REEK OX. CL OF C OX. CL OF C OX. CL OF C OX. CL OF C APPR APPR APPR APPR New CWQZ N68°59'52"E 708.02' N68°59'52"E 708.02' (N71°07'47"E) (N71°07'47"E) 6" 6" 6" 6" BA BA BA BA D rain a g e E s m t. ' ' 1 1 0 0 . . 3 3 3 3 3 3 W W " " 2 2 0 0 4 4 5 5 ° ° 7 7 1 1 N N ' ' SAM SAM 0.95 ac. CWQZ reduced Block B LOT 7 11.20ac. CWQZ A A P P P P R R O O X. C X. C L O L O F C F C R R E E E E K K A C C E S S E A S M E N T Block B LOT 6 3.64 ac. I 0.39 ac. CWQZ D expanded R A N A G E E A S E M E N T D R A I N A G E E A S E M E N T F L O O D P L A I N E A S M E N T A C C ESS EAS M E NT ' ' 2 2 9 9 . . 7 7 3 3 1 1 1 1 E E " " 0 0 3 3 4 4 5 5 ° ° 7 7 1 1 S S ) ) ' ' 1 1 1 1 . . 8 8 3 3 1 1 1 1 E E " " 7 7 5 5 3 3 5 5 ° ° 7 7 1 1 S S ( ( ' ' ' ' Wetland setback ' ' 3 3 4 4 . . 7 7 8 8 9 9 W W " " 2 2 0 0 4 4 5 5 ° ° 7 7 1 1 N N ) ) ' ' 6 6 5 5 . . 7 7 8 8 9 9 W W " " 4 4 3 3 3 3 5 5 ° ° 7 7 1 1 N N ( ( ' ' ' ' 1 1 0 0 m m W W . . . . . . E E W W 0.61 ac. CWQZ reduced 2 2 0 0 1 1 5 5 0 0 6 6 4 4 ( ( 7 7 5 5 1 1 ) ) Block B LOT 5 2.71 ac. LOT 1 BLOCK A LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) (2007099405) (2007099405) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) (2007099405) (2007099405) APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK F L O O D P L A I N E A S M E S71°43'06"W 236.96' S71°43'06"W 236.96' (S73°51'W 237.65') (S73°51'W 237.65') N T 3" C E D A R P O ST IN 28" 3" C E D A R P O ST IN 28" LIVE O AK LIVE O AK S80°47'54"W S80°47'54"W 109.81' 109.81' (S83°05'W (S83°05'W 109.44') 109.44') E V I R D E R I P S N I ' ' 4 4 1 1 . . 7 7 1 1 2 2 E E " " 2 2 2 2 8 8 3 3 ° ° 4 4 1 1 S S ) ) ' ' 8 8 3 3 . . 7 7 1 1 2 2 E E 6 6 3 3 ° ° 2 2 1 1 S S ( ( ' ' ' ' 0.13 ac. CWQZ expanded New CWQZ S68°58'23"W 349.81' S68°58'23"W 349.81' (S71°02'W 349.90') (S71°02'W 349.90') GUY POLE GUY POLE 3/8" IN C O N C R ETE 3/8" IN C O N C R ETE E E T T E E R R C C N N O O C C N N I I " " 8 8 / / 3 3 CWQZ MUSTANG RANCH SUBDIVISION MUSTANG RANCH SUBDIVISION LOT 1 LOT 1 BLOCK A BLOCK A (R/102) (R/102) SIMPSON RANCH LP SIMPSON RANCH LP (2011044502) (2011044502) IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 0 0 0.0 0.0 5 5 F-1 F-1 CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE F-2 F-2 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT CRITICAL CRITICAL AREA AREA ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 1 1 0 0 0 0 . . 0 0 0 0 S P E C T R U M D R I V E T N E M S A E E G CEF Natural A AIN Buffer R Block A D LOT 3 2.31 ac. CEF Natural Buffer 7' 7' 1.4 1.4 7') 7') 1.2 1.2 8 8 3"W 9 3"W 9 8 8 9"W 9 9"W 9 9'5 9'5 9'5 9'5 0°0 0°0 0 0 ° ° 0 0 0 0 0 0 (N (N N N T N E M S A AIL E R T T N E M E S A D R AIN A G E E A S M E N T AIL E R D T E S O P O R P Block A LOT 2 10.35 ac. T N E M S A AIL E R T 2' 2' 5.2 5.2 3') 3') 5.2 5.2 7 7 9"W 2 9"W 2 7 7 2"W 2 2"W 2 7'5 7'5 7'3 7'3 0°0 0°0 0°0 0°0 0 0 0 0 (N (N N N A A U U A A S S U U T T I I N N L L I I S S T T I I N N E E T T J J M M I I T T E E D D P P DRAINAGE EASMENT U U R R P P O O S S E E APPROXIMATE ORIGINAL SURVEY LINE 15' DRAINAGE EASMENT P R O P O S E D 2 0 F T A C C E S S / S I D E W A L K E A S E M E N T S S O O U U T T H H ( ( 1 1 0 0 E E R R 0' 0' R R . . N N P P O O . . N N 6 6 9 9 ( ( N N ° ° 1 1 6 6 9 9 ° ° 1 1 2'3 2'3 1'4 1'4 7 7 " " W W . . A A C C I I F F I I W W I I D D T T C C H H R R W W 6 6 " " W W 5 5 4 4 5 5 4 4 ) ( ) ( 3 3 A A I I L L 3 3 / / 5 5 R R 6 6 O O 5 5 . . 0 0 5 5 . . 0 0 5' 5' 2') 2') 3 3 ) ) A A D D Block A LOT 1 6.70ac. INGRESS AND EGRESS INGRESS AND EGRESS ESMT. ESMT. (667/315) 10-G (667/315) 10-G DAVIS SPRINGS SECTION 10-A DAVIS SPRINGS SECTION 10-A (O/344-345) (O/344-345) LOT 1 BLOCK A LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) N68°46'14"E 1549.15' N68°46'14"E 1549.15' (N68°45'30"E 1549.13') (N68°45'30"E 1549.13') S68°46'14"W 1549.15' S68°46'14"W 1549.15' (S68°45'30"W 1549.13') (S68°45'30"W 1549.13') 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" N68°50'57"E 590.38' N68°50'57"E 590.38' (N68°52'59"E 590.48') (N68°52'59"E 590.48') Block B LOT 1 4.32 ac. GATE GATE GATE GATE 5 5 0 0 . . 0 0 0 0 CEF Natural Buffer F-4 F-4 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 0 0 0.0 0.0 5 5 1 1 Block B LOT 2 4.99 ac. Block B LOT 3 4.95 ac. CEF Setback 10ll 10ll APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) Block B LOT 4 3.30 ac. PEARSON MARKET CIRCLE Block G LOT 2 3.16 ac. T.) V E (P RIV L D M HIL ' ' 2 2 2 2 . . 9 9 1 1 0 0 1 1 E E " " 9 9 3 3 1 1 2 2 ° ° 3 3 2 2 S S ' ' ) ) ' ' 8 8 4 4 . . 9 9 1 1 0 0 1 1 E E " " 4 4 1 1 1 1 2 2 ° ° 3 3 2 2 S S ' ' ( ( Block G LOT 3 2.96 ac. O S S O L B SUMMER BREEZE WAY (PVT.) JEFFREY BANKS AND IVALENE JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES PORTION OF 295.73 ACRES 3/8" IN CONCRETE 3/8" IN CONCRETE E E T T E E R R C C N N O O 3 / 8 " I N C 3 / 8 " I N C Block G LOT 4 2.27 ac. Block G LOT 9 1.49 ac. (Private access easement overlay) Block G LOT 10 1.77 ac. (Private Access easement overlay) CEF Natural Buffer IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 5 5 0.0 0.0 0 0 Block G LOT 1 1.58 ac. F-3 F-3 100.00 100.00 ENVIRONMENTAL ENVIRONMENTAL CRITICAL CRITICAL FEATURE FEATURE Block G LOT 8 3.09 ac. P E B B L E S T R E A M D R V E I ( P V T . ) Block G LOT 7 3.53 ac. BANK STREET I P R V A T E A C C E S S E A S M E N T I P R V A T E A C C E S S E A S M E N T AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE Block F LOT 1 5.75 ac. D A V I S S P R I N G S F017 F017 L A N E (1844/392) (1844/392) ) . T V P ( E V I R D K C I T S Y R O K . C c I H a 6 ) y 8 a l r . e 0 v o 1 t n 1 e m T e s O a e L s s e G c c N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' e t k a v c i r o P 10ll 10ll ( l B APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) 3/8" IN C 3/8" IN C O O Block G LOT 5 1.81 ac. T T E E E E N N R R C C RIVE INSPIRE D 10kk 10kk EASEMENT EASEMENT (1873/246) (1873/246) AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE 5.00 K L A W E D I S E C A F B R U C E C A F B R U C Block G LOT 6 3.85 ac. LD LD LD LD LD LD LD LD ' ' 9 9 5 5 . . 6 6 3 3 2 2 ) ) ' ' 7 7 3 3 . . 6 6 3 3 2 2 E E " " 1 1 3 3 ' ' E E " " 2 2 3 3 ' ' 4 4 1 1 ° ° 6 6 2 2 S S ( ( 2 2 1 1 ° ° 6 6 2 2 S S LD LD LD LD Block E LOT 1 6.25 ac. 10e 10e APPARENT RELOCATION APPARENT RELOCATION PORTION OF T.E. PORTION OF T.E. (458/334) (458/334) ' ' 2 2 2 2 . . 9 9 5 5 2 2 E E ' ' ) ) 4 4 4 4 . . 9 9 5 5 2 2 E E ' ' " " 6 6 4 4 1 1 1 1 ° ° 5 5 2 2 S S ( ( ' ' " " 3 3 4 4 0 0 1 1 ° ° 5 5 2 2 S S P.O.B. P.O.B. C1 C1 10n W.W.E. (2015064752) 10n W.W.E. (2015064752) 0.19 ac. CWQZ reduced Block C LOT 1 19.62 ac. D R A I N A G E E A S E M E N T T N E M S T A N E S E M S E E S C A C E E A G A PEA R S O N M A R K A I N R 5' D 1 E T C I R C L E Block D LOT 2 8.78 ac. A C C E S S E A S M E N T Block C LOT 2 8.89 ac. APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK FEMA Floodplain N84°50'51"E 930.90' N84°50'51"E 930.90' (N84°49'42"E 931.16') (N84°49'42"E 931.16') 0.81 ac. CWQZ expanded Transferred Land 5.73 acres LD LD LD LD T N E M E S A E E G A A I N R D 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) F L O O D P L AIN E A S M E N T K K K K E E E E E E E E R R R R C C C C F F F F O O O O L L L L C C C C . . . . X X X X O O O O R R R R P P P P P P P P A A A A A C C E S S E A S M E N T 9' 9' 7 7 . . 4 4 7 7 6 6 E E " " 4 4 6'5 6'5 3 3 ° ° 0 0 1 1 S S 0') 0') 9 9 . . 4 4 7 7 6 6 E E " " 7 7 4'5 4'5 3 3 ° ° 0 0 1 1 S S ( ( D R AI N A G E E A S M E N T APPROX. CL OF CREEK APPROX. CL OF CREEK Wetland setback A C C E S S E A S M E N T FEMA Floodplain New CWQZ 0.43 ac. CWQZ expanded GUY POLE GUY POLE N88°00'15"E 325.12' N88°00'15"E 325.12' (N87°59'25"E 325.37') (N87°59'25"E 325.37') 6') 6') 7 7 . . 0 0 9 9 2 2 6' 6' 6 6 . . 0 0 9 9 2 2 E E " " 6 6 0'1 0'1 4 4 ° ° 0 0 1 1 S S 4 4 ° ° 8 8 0 0 S S ( ( 0'E 0'E JOE FREDERICK JOE FREDERICK ENGLAND, TRUSTEE ENGLAND, TRUSTEE 2.0 ACRES 2.0 ACRES (2014081620) (2014081620) 2.00 ACRES 2.00 ACRES DESCRIBED IN DESCRIBED IN (637/544) (637/544) JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) P.O.B. P.O.B. ASPHALT ASPHALT ' ' . . 5 5 9 9 3 3 REFERENCE TIE REFERENCE TIE S74°25'31"E 105.37' S74°25'31"E 105.37' F017 F017 APPROX 940' TO APPROX 940' TO PARMER LANE PARMER LANE ASPH. DRIVE ASPH. DRIVE ONE-WAY TRAFFIC ONE-WAY TRAFFIC ONE-WAY TRAFFIC ONE-WAY TRAFFIC FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD ASPHALT DRIVE ASPHALT DRIVE ' ' ' ' . . . . 1 1 1 1 9 9 9 9 3 3 3 3 ASPHALT ASPHALT ASPHALT ASPHALT S67°32'23"W 830.67' S67°32'23"W 830.67' (S67°32'26"W 830.66') (S67°32'26"W 830.66') S68°18'17"W 841.89' S68°18'17"W 841.89' (S68°18'17"W 842.03') (S68°18'17"W 842.03') MEDIAN MEDIAN MEDIAN MEDIAN S67°32'23"W 830.67' S67°32'23"W 830.67' (S67°32'26"W 830.66') (S67°32'26"W 830.66') 10e T.E. (458/334) 10e T.E. (458/334) S65°14'23"W 228.74' S65°14'23"W 228.74' (S65°10'58"W 228.67') (S65°10'58"W 228.67') ASPH. ASPH. GRATE INLET GRATE INLET ASPHALT ASPHALT DRAINAGE EASEMENT S67°43'05"W 1426.94' S67°43'05"W 1426.94' (S67°43'56"W 1426.95') (S67°43'56"W 1426.95') ACCELERATION LANE DECELERATION LANE ' ' ' ' 1 1 1 1 . . . . 3 3 3 3 4 4 4 4 GRATE INLET GRATE INLET GRATE INLET GRATE INLET GRATE INLET GRATE INLET UTILITY VAULT UTILITY VAULT CURB & GUTTER CURB & GUTTER ASPHALT ASPHALT ONE-WAY TRAFFIC ONE-WAY TRAFFIC FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD GRATE INLET GRATE INLET GRATE INLET GRATE INLET WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP CONC. DRIVE CONC. DRIVE CONC. DRIVE CONC. DRIVE APPROXIMATELY 2633' APPROXIMATELY 2633' TO PARMER LANE TO PARMER LANE GRATE INLET GRATE INLET GRATE INLET GRATE INLET CURB & GUTTER CURB & GUTTER GRATE INLET GRATE INLET MEDIAN MEDIAN 10ii 10ii CONCRETE CONCRETE DRIVE DRIVE HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED (2003084118) (2003084118) HIGHWAY ACCESS DENIED HIGHWAY ACCESS DENIED WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP 10ii 10ii (2003084118) (2003084118) (426') (426') STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) (2003084118) (2003084118) (2006105739) (2006105739) HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED 10ii 10ii (2003084118) (2003084118) (645') (645') SURVEY TIE ACROSS SH 45 SURVEY TIE ACROSS SH 45 STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) (2003084118) (2003084118) (2006105739) (2006105739) 10h 10h 30' ACCESS ESMT. 30' ACCESS ESMT. (1844/392) (1844/392) Block D LOT 1 5.60 ac. DRAINAGE EASEMENT 10jj 10jj WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT (2014015559) (2014015559) 15' DRAINAGE EASEMENT 10e 10e APPARENT RELOCATION APPARENT RELOCATION PORTION OF T.E. PORTION OF T.E. (458/334) (458/334) AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE Block C LOT 3 3.10 ac. 10ii 10ii WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT HIGHWAY ACCESS DENIED HIGHWAY ACCESS DENIED D R A I N A G E E A S E M E N T (2014015559) (2014015559) 10jj 10jj (2003084118) (2003084118) 4' 4' 9 9 . . 7 7 1 1 4 4 E E " " 4 4 7'5 7'5 3 3 ° ° 0 0 1 1 S S 9') 9') 0 0 . . 8 8 1 1 4 4 E E " " 7 7 4'5 4'5 3 3 ° ° 0 0 1 1 S S ( ( L2 L2 GATE GATE L1 L1 ' ' ' ' . . . . 4 4 4 4 5 5 5 5 5 5 5 5 LD LD ASPHALT ASPHALT JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) N N68°25'02"E 6.22' N68°25'02"E 6.22' CONC. DRAINAGE STRUCTURE CONC. DRAINAGE STRUCTURE 0 75 100 SCALE: 1" = 150' 48" RCP 48" RCP 150 300 450 CURB & GUTTER CURB & GUTTER PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ CURB & GUTTER CURB & GUTTER APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER 13 ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans 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. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME CWQZ AVERAGING SHEET 13 OF 13 C14-2019-0068 ZONING : : M A 7 0 0 5 9 0 2 0 2 / 4 2 / 1 , g w d . ) 5 e s n o p s e R t n e m m o C ( 4 0 t e S t e e h S P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE EG I A P R EP CAA NDS L U L W . LIN E A R C H H I T A N E C T S T A T E 1.24.2020 917 O F X E T SA NOTES: 1. T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L REVISIONS