Preliminary Plat PROJECT NUMBER 19-TOD-PP-011
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DATE MESSINA COMMERCIAL BY preliminary plat PROJECT NUMBER 19-TOD-PP-011 183A-TOLL ROAD REVISION OWNER: JEAN BAPTISTE, LTD. WILLIAMSON COUNTY AND THE CITY OF LEANDER, TEXAS 2911 DOVER PLACE AUSTIN, TX 75757 SUBMITTAL DATE: MAY 8, 2019 ENGINEER: LANDDEV CONSULTING LLC 5508 HIGHWAY 290 WEST - SUITE 150 AUSTIN, TX 78735 (512) 872-6696 NO. DEVELOPER: JEAN BAPTISTE, LTD. 2911 DOVER PLACE RIVA AUSTIN, TX 75757 RIDGE DR. Sheet List Table SURVEYOR: DELTA SURVEY GROUP INC. SIGNAL HILL DR. Sheet Number Sheet Title 8213 BRODIE LANE SUITE 102 1 COVER SHEET AUSTIN, TEXAS 78745 (512) 282-5200 HIGH GABRIEL E. 2 EXISTING CONDITIONS PLAN SUBJECT 3 PRELIMINARY PLAT PROPERTY 4 PRELIMINARY UTILITY PLAN GENERAL INFORMATION: U. S. HWY. 183 ZONING: COTTAGES AT BRYSON PUD (LOCAL COMMERCIAL - 2 - A) FUTURE LAND USE CATEGORY: MIXED USE CORRIDOR 78735 CR 276 NO OF LOTS: 3 ∙ AMANDAS LEGAL DESCRIPTION: WAY 512.872.6696 SURVEY OF A 5.73 ACRE TRACT, PREPARED BY DELTA SURVEY GROUP, INC., IN APRIL 2018, LOCATED IN THE W. MANSIL SURVEY, ABSTRACT NUMBER 437, BEING A FIRM NO. 16384 PORTION OF THE REMAINDER OF A CALLED 29.60 ACRE TRACT (TRACT ONE) CR 276 DESCRIBED IN DOCUMENT NUMBER 2010069763, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS. AUSTIN, TX OFFICE: US HWY 183 A consulting, llc GENERAL NOTES: 5508 HIGHWAY 290 WEST, SUITE 150 1. THIS SUBDIVISION IS WHOLLY CONTAINED WITHIN THE CURRENT CORPORATE LIMITS OF THE CITY OF LEANDER, TEXAS. 2. BUILDING SETBACKS NOT SHOWN HEREON SHALL COMPLY WITH THE MOST CURRENT, APPLICABLE ZONING ORDINANCE OF THE CITY OF HERITAGE LEANDER. GROVE RD. 3. NO LOT IN THIS SUBDIVISION SHALL BE OCCUPIED UNTIL CONNECTED TO THE CITY OF LEANDER WATER DISTRIBUTION AND WASTEWATER COLLECTION FACILITIES. 4. WASTEWATER AND WATER SYSTEMS SHALL CONFORM TO TCEQ (TEXAS COMMISSION ON ENVIRONMENTAL QUALITY) AND STATE BOARD OF LOCATION MAP INSURANCE REQUIREMENTS. THE OWNER UNDERSTANDS AND ACKNOWLEDGES THE PLAT VACATION OR RE—PLATTING MAY BE REQUIRED, AT THE OWNER'S SOLE EXPENSE. IF PLANS TO DEVELOP THIS SUBDIVISION DO NOT COMPLY WITH SUCH CODES AND REQUIREMENTS. 1"=1000' 5. NO BUILDINGS, FENCES, LANDSCAPING OR OTHER STRUCTURES ARE PERMITTED WITHIN DRAINAGE EASEMENTS SHOWN, EXCEPT AS APPROVED BY THE CITY OF LEANDER PUBLIC WORKS DEPARTMENT. 6. PROPERTY OWNER SHALL PROVIDE FOR ACCESS TO DRAINAGE EASEMENTS AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY CITY OF LEANDER. 7. ALL EASEMENTS ON PRIVATE PROPERTY SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HIS OR HER ASSIGNS. 8. IN ADDITION TO THE EASEMENTS SHOWN HEREON A TEN (10) FOOT WIDE PUBLIC UTILITY EASEMENT IS DEDICATED ALONG AND ADJACENT TO ALL RIGHT-OF-WAY AND 2.5 FOOT PUBLIC UTILITY EASEMENTS ALONG ALL SIDE LOT LINES. 9. THIS SITE IS LOCATED WITHIN THE EDWARDS AQUIFER CONTRIBUTING ZONE. DEVELOPMENT OF THIS SITE WILL COMPLY WITH ALL APPLICABLE ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAIN WITH THE ENGINEER WHO TCEQ EDWARDS AQUIFER RULES. PREPARED THEM. IN APPROVING THESE PLANS, THE CITY LEANDER MUST RELY UPON THE ADEQUACY OF THE DESIGN ENGINEER. THE PLANS WERE PREPARED IN ACCORDANCE WITH CITY OF LEANDER AND 10. THIS SITE IS LOCATED IN THE SOUTH FORK OF THE SAN GABRIEL WATERSHED. WILLIAMSON COUNTY REGULATIONS. 11. ALL UTILITY LINES MUST BE LOCATED UNDERGROUND. 12. A BUILDING PERMIT IS REQUIRED FROM THE CITY OF LEANDER PRIOR TO CONSTRUCTION OF ANY BUILDING OR SITE IMPROVEMENTS ON ANY SUBMITTED BY : LOT IN THIS SUBDIVISION. 13. THIS LOT IS ZONED PUD - LOCAL COMMERCIAL - 2 - A BY THE CITY OF LEANDER. 14. CONTOURS SHOWN HEREON WERE PROVIDED BY DELTA SURVEY GROUP VIA ON-THE-GROUND SURVEY. 10/28/2019 JUDD T. WILLMANN DATE 15. PROPOSED DEVELOPMENT COMPLIES WITH THE TRANSPORTATION CRITERIA MANUAL. REGISTERED PROFESSIONAL ENGINEER NO. 90356 LANDDEV CONSULTING, LLC 16. SIDEWALKS SHALL BE INSTALLED ON THE SUBDIVISION SIDE OF SWEETWOOD LANE, HUDDLESTON ROAD, AND 183A TOLL ROAD. THOSE SIDEWALKS NOT ABUTTING A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL LOT (INCLUDING SIDEWALKS ALONG STREET FRONTAGES OF LOTS 5508 HIGHWAY 290 WEST, SUITE 150 PROPOSED FOR SCHOOLS, CHURCHES, PARK LOTS, DETENTION LOTS, DRAINAGE LOTS, LANDSCAPE LOTS, OR SIMILAR LOTS), SIDEWALKS ON AUSTIN, TEXAS 78735 ARTERIAL STREETS TO WHICH ACCESS IS PROHIBITED, SIDEWALKS ON DOUBLE FRONTAGE LOTS ON THE SIDE TO WHICH ACCESS IS (512) 872-6696 PROHIBITED, AND ALL SIDEWALKS ON SAFE SCHOOL ROUTES SHALL BE INSTALLED WHEN THE ADJOINING STREET IS CONSTRUCTED. 17. NO PORTION OF THIS TRACT IS WITHIN A FLOOD HAZARD AREA AS SHOWN ON THE FLOOD INSURANCE RATE MAP PANEL #48491C04555E FOR WILLIAMSON CO., EFFECTIVE SEPTEMBER 26, 2008. 18. ALL DRIVE LANES, FIRE LANES, AND DRIVEWAYS WITHIN THIS SUBDIVISION SHALL PROVIDE FOR RECIPROCAL ACCESS FOR INGRESS AND EGRESS TO ALL OTHER LOTS WITHIN THE SUBDIVISION AND TO ADJACENT PROPERTIES. COVER SHEET PRELIMINARY PLAN 19. BUILDING SETBACKS NOT SHOWN HEREON SHALL COMPLY WITH THE MOST CURRENT ZONING ORDINANCE OF THE CITY OF LEANDER. ADDITIONAL RESIDENTIAL GARAGE SETBACKS MAY BE REQUIRED AS LISTED IN THE CURRENT ZONING ORDINANCE. (INSIDE CITY ONLY) 20. IF ACCESS IS TAKEN DIRECTLY FROM 183, A TIA AND DRIVEWAY LOCATIONS MUST BE REVIEWED AND APPROVED BY TXDOT. MESSINA COMMERCIAL 21. A PORTION OF THE SITE IS TREATED BY BRYSON PHASE 1 SECTION 1D WATER QUALITY AND DETENTION POND. LEANDER, WILLIAMSON CO, TEXAS DESIGNED BY: DRAWN BY: REVISION NUMBER DESCRIPTION DATE APPROVAL CHECKED BY: jtw APPROVED BY: jtw SHEET 1 of 4 19-TOD-PP-011 P:\Petter Tonjum\03_ACAD\Plans\Prelim Plans\1 COVER SHEET.dwg, SHEET, October 28, 2019, 10:47 AM, ccampbell P R E L I M I N A R Y O N L Y - N O T F O R C O N S T R U C T I O N G V N E I DATE T LEGEND D L D U N N S A N L O C BY 0 50' 100' SCALE: 1" = 50' REVISION EX 8'' WW EX 8'' W 8'' EX N85°13'46"E WM WM EX 8'' WW 8'' EX 50.00' WM WM Bryson Development LLC WM WM WW 8'' EX 9.423 Acres EX 8'' WW 8'' EX WM WM EX 8'' WW 8'' EX EX 8'' W 8'' EX Zoning: PUD MF EX 8'' WW 8'' EX G WM WM EX 8'' WW 8'' EX NO. EX 8'' W 8'' EX WM WM EX 8'' W 8'' EX EX 8'' WW EX 8'' W WM WM EX 8'' W 8'' EX EX 8'' W EX 8'' W UTILITY EX 8'' W STUB OUT WM WM EX 8'' WW EX 8'' W WM EX 8'' W 8'' EX FH EX 8'' WW EX 8'' W ASPHALT WM WM WM WM EX 8'' WW W 8'' EX EX 8'' W ACCESS ESMT. AS SCALED EX 8'' WW EX 8'' W EX 8'' W WM EX 8'' W WM EX 8'' WW EX 8'' W W 8'' EX EX 8'' WW (NO WIDTH STATED) WM EX 8'' W WM WM EX 8'' W 8'' EX WM EX 8'' WW RINGSTAFF RD. (50' FH EX 8'' W EX 8'' W WM WM EX 8'' WW W 8'' EX EX 8'' W (2007005731) WM EX 8'' WW ROW) EX 8'' W WM WM EX 8'' W EX 8'' WW W 8'' EX EX 8'' W EX 8'' WW EX 8'' W WM WM EX 8'' W 8'' EX EX 8'' W 8'' EX EX 8'' W EX 8'' W WM WM S4°46'08"E EX 8'' WW EX 8'' W EX 8'' W WM WM FH EX 8'' W EX 8'' W 8'' EX WM EX 8'' W WM 60.06' EX 8'' W WM EX 8'' W EX 8'' WW EX 8'' W COTTAGES AT SAN GABRIEL 18-TOD-PICP-017 EX 8'' W 8'' EX EX 8'' W 8'' EX EX 8'' W EX 8'' WW FH WM EX 8'' WW 17.16' EX 8'' W EX 8'' W W 8'' EX EXISTING WM CONCRETE ALLEY EX 8'' W EX 8'' WW EX 8'' WW SWEETWOOD LN S85°13'46"W EXISTING INLET EX 8'' W 20.00' (56' ROW) STRUCTURE 78735 24" FL = 963.00 EXISTINGW 8'' EX CURB AND GUTTER 20' X 100' DRAIN ESMT. ∙ UTILITY DOC. #2018094931 STUB OUT EXISTING EX 8'' WW MANHOLE EX 8'' W 9.4230 ACRES 512.872.6696 EX 8'' W EXISTING 8" W 8'' EX EXISTING OUT OF 29.60 ACRES WASTEWATER STUB 8" WATER (2010069763) EXISTING EX 8'' W EXISTING FIRE FIRM NO. 16384 MANHOLE EX 8'' WW HYDRANT ASPHALT EXISTING FENCE EXISTING 8" WATER (TO BE REMOVED) W 8'' EX SERVICE STUB AUSTIN, TX OFFICE: FH EXISTING EX 8'' W EXISTING INLET STRUCTURE 60.05' ROW consulting, llc 5'x2' BOX CUVERT FL = 955.33 5.73 ACRES 5508 HIGHWAY 290 WEST, SUITE 150 MANHOLE EX 8'' WW EX 8'' W 8'' EX REMAINDER OF TRACT ONE 29.60 ACRES 16.17' JEAN BAPTISTE, LTD. W 8'' EX (2010069763) WM 20' X 30' DRAIN. ESMT. WM DOC. #2018094931 EX 8'' W EXISTING 8" WASTEWATER (60' RD HUDDLESTON PER 18-TOD-PICP-017 56.00' ROW EXISTING 10' R.O.W.) EX 8'' W 8'' EX CURB INLET EXISTING EXISTING EX 8'' WW EX 8'' W SIDEWALK MANHOLE EXISTING 8" WATER PER 18-TOD-PICP-017 N3°15'00"W EX 8'' W 10/28/2019 56.00' EXISTING EXISTING SIDEWALK ELECTRICAL EXISTING EXISTING EX 8'' W TRANSFORMER 30" RCP 18" WATER W 8'' EX EXISTING FIRE W 8'' EX EXISTING WM HYDRANT EXISTING 18" EXISTING (2) 30" RCP 18" WATER WATER STUB OU CONDUITS FH OU EX 18'' W EXISTING 18" WATER STUB EXISTING EX 18'' W OU OU OU EX 18'' W EXISTING EX 18'' W OU OU PER 18-TOD-PICP-017 OU EX 18'' W GUY WIRE OU OU OU .