Preliminary Plat PROJECT NUMBER 19-TOD-PP-011

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

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 EX 8'' W 8'' EX

P:\Petter Tonjum\03_ACAD\Plans\Prelim Plans\2 EXISTING CONDITIONS.dwg, EXISTING CONDITIONS, October 28, 2019, 10:48 AM, ccampbell EX 18'' W 18'' EX

EXISTING 8" WASTEWATER EX 8'' W 8'' EX MANHOLE WW 8'' EX EXISTING

ELEV = 956.46'

OF CULVERT. CUT IN HEADWALL TBM - 02: SQUARE WM PER 18-TOD-PICP-017 MANHOLE

EXISTING OU

EX 8'' W 8'' EX

. FH EX 8'' W 8'' EX

MANHOLE

EXISTING FL=867.70' WW 8'' EX 3' x 5' Culvert

FL=951.89

3' x 5' Culvert 18" WATER EX 18'' W 18'' EX EXISTING

HAND RAIL EXISTING OU EXISTING (2) W 8'' EX MANHOLE

EXISTING CONDUITS EX 8'' WW 8'' EX EX 8'' WW N3°15'00"W EX 8'' W

WM SWEETWOOD LN SWEETWOOD

56.00' WM W 8'' EX (56' ROW) (56'

EX 8'' WW 8'' EX EX 18'' W 18'' EX

EX 8'' WW 8'' EX EX 8'' WW EX 8'' W 8'' EX

WM EX 8'' W

56.00' ROW

EX 8'' W 8'' EX

EX 8'' W 8'' EX WM

FH EX 8'' WW 8'' EX OU W 8'' EX

EX 8'' W EX 18'' W 18'' EX

EX 8'' W EX 8'' WW

EX 8'' W 8'' EX

477.25' FH

EXISTING 8" EX 8'' W 8'' EX EXISTING 8" WATER SERVICE STUB WASTEWATER STUB HYDRANT EXISTING FIRE N81°46'45"W W 8'' EX

OU EXISTING 10' CURB INLET

HYDRANT EXISTING FIRE ASPHALT EXISTING INLET STRUCTURE 5'x2' BOX CUVERT FL = 955.33 EXISTING SIDEWALK EX 8'' W PER 18-TOD-PICP-017 EXISTING 8" WATER POWER POLE EXISTING EX 8'' WW

DOC. #2018094931

20' X 30' DRAIN. ESMT.

WM WM PER 18-TOD-PICP-017 EXISTING 18" WATER STUB

EX 8'' W EX 8'' W

EX 8'' WW

EX 8'' W WM

OU WM

EX 8''EX 8'' WW W WM

EX 8'' W

EX 8'' WW

EX 8'' W 20.00' S85°13'46"W

OU WM

WM WM

WM EX 8'' W

EX 8'' WW

EX 8'' W

OU POWER POLE EXISTING

EX 8'' W

OU EX 8'' WW CONCRETE ALLEY WM

WM WM

WM EX 8'' W EXISTING

EX 8'' W OU RINGSTAFF RD. (50'

EX 8'' WW

ROW)

EX 8'' W

EX 8'' WW

WM WM WM

OU EX 8'' W

EX 8'' W COTTAGES AT SAN GABRIEL

EX 8'' WW

1 8- REMAINDER OF TRACT ONE 29.60 ACRES

EX 8'' W

TOD- PICP-017 POWER POLE EXISTING

183A TOLL ROAD JEAN BAPTISTE, LTD.

(R.O.W. VARIES) OU

WM WM WM

EX 8'' WW WM (2010069763) 5.73 ACRES

EX 8'' W

FH OU

EX 8'' W

EX 8'' WW

WM WM WM

WM EX 8'' W

EX 8'' W

EX 8'' W OU N85°13'46"E 50.00'

EX 8'' W WM

WM WM

EX 8'' W OU POWER POLE EXISTING

EX 8'' W

OU EX 8'' WW 8'' EX

EX 8'' W WM

OU WM

EX 8'' W

EX 8'' WW 8'' EX OU

EX 8'' W

EX 8'' WW 8'' EX OU POWER POLE

WM EXISTING INLET

EX 8'' W LEGEND

EX 8'' W WM

24" FL = 963.00 WM EXISTING

STRUCTURE

OU EX 8'' WW 8'' EX

EX 8'' W

EX 8'' W 8'' EX EX 8'' W EX 8'' W 8'' EX

GUY WIRE WW 8'' EX

EXISTING

EX 8'' WW 8'' EX 20' X 100' DRAIN ESMT. WW 8'' EX (TO BE REMOVED)

EXISTING FENCE WM

DOC. #2018094931 P R E L I M N A Y O - T F C S U WM EX 8'' W

ASPHALT

EX 8'' WW 8'' EX

OU OU TRANSFORMER POWER POLE EXISTING ELECTRICAL SIDEWALK WATER STUB EXISTING 18" EXISTING EXISTING

17.16'

EX 8'' W

OU OU

16.17' (2007005731)

EX 8'' WW 8'' EX

(NO WIDTH STATED) WIDTH (NO UTILITY ACCESS ESMT. AS SCALED AS ESMT. ACCESS STUB OUT UTILITY

STUB OUT

OU OU

EX 8'' W

EX 18'' W

60.05' ROW

EXISTING SIGNS

560.64' ASPHALT ASPHALT OU

S86°50'16"W OU R.O.W.) EX 8'' W 30" RCP EX 8'' W EXISTING CURB AND GUTTER EX 8'' W

EX 8'' W ASPHALT (60' RD HUDDLESTON EX 8'' W

EX 18'' W EX 8'' W EX 8'' W EX 8'' W EX 8'' W

EX 8'' W

OU OU 60.06' S4°46'08"E EX 8'' W EXISTING 8" WATER EXISTING 30" RCP 0 18" WATER EXISTING

POWER POLE EXISTING OU SCALE: 1" = 50'

D D N E A V L 50'

C N G

Bryson Development LLC O N

OU N I S U L T Zoning: PUD MF 9.423 Acres 100' OUT OF 29.60 ACRES

9.4230 ACRES OU (2010069763) SHEET APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: 19-TOD-PP-011 EXISTING CONDITIONS PLAN 2

MESSINA COMMERCIAL 10/28/2019 of consulting, llc 5508 HIGHWAY 290 WEST, SUITE 150

4 PRELIMINARY PLAN

jtw jtw AUSTIN, TX ∙ 78735 LEANDER, WILLIAMSON CO, TEXAS OFFICE: 512.872.6696 FIRM NO. 16384 NO. REVISION BY DATE

LEGEND

G DATE V N

E I 504 EXISTING MINOR CONTOUR T

D L D

U N

N S 505 EXISTING MAJOR CONTOUR A N

BY L O C PROPERTY BOUNDARY

CURVE TABLE 0 100' 200' X X X X X X EXISTING WIRE FENCE SCALE: 1" = 100' ADJACENT LOT LINES CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD DIST. 10' SHARED USE PATH C1 17°23'29" 328.00' 99.56' 50.17 N 78°03'16" E 99.18' OU OU EXISTING OVERHEAD UTILITY C2 2°24'56" 5529.58' 233.12' 116.58 N 2°53'25" E 233.10'

XXX C3 3°25'34" 5529.58' 330.64' 165.37 N 0°01'50" W 330.59' EXISTING TREE

C4 3°26'16" 5529.58' 331.78' 165.94 N 3°27'45" W 331.73' EX W EXISTING WATER LINE

EXISTING FIRE HYDRANT REVISION

EX WW EXISTING WASTEWATER LINE

EXISTING WASTEWATER MANHOLE

WW PROPOSED WASTEWATER LINE

PROPOSED WASTEWATER MANHOLE

PROPOSED STREET TREES - BUR OAK NO.

Block B CRESCENT LEANDER TX LLC

(2014001820) Sweetwood Lane 83.606 ACRES (2014001820) (50' R.O.W.) CRESCENT LEANDER TX LLC G

297.47 ACRES O.P.R.W.C.TX. REMAINDER OF

DOC. NO. 2014001820 Down

CRESCENT LEANDER, TX, LLC

Down FINAL PLAT

BRYSON, PHASE 1, SECTION 1D Down

Down G DOC. NO. 2016084652 S20° 33'435.87' 22.52"E 551

O.P.R.W.C.TX. 550 ET T

ROCK, DIRT & DEBRIS PILE 549 G 78735

(S13°48'31"E S13°48'52"E ∙

ROCK, DIRT & DEBRIS PILE

8" WWL 8" 460.00'

512.872.6696 Down N85°13'46"E Bryson Development LLC 50.00' 9.423 Acres G

Zoning: PUD MF FIRM NO. 16384

ACCESS ESMT. AS SCALED

(NO WIDTH STATED)

RINGSTAFF RD. (50' ROW) (2007005731) S4°46'08"E

SWEETWOOD LN AUSTIN, TX

60.06' OFFICE: (56' ROW) COTTAGES AT 17.16' SAN GABRIEL consulting, llc

6' SWALK 5508 HIGHWAY 290 WEST, SUITE 150 S85°13'46"W 18-TOD-PICP-017 20.00' S4°46'14"E 316.41' 6' SWALK S4°46'14"E 316.41' 20' X 100' DRAIN ESMT. COTTAGES AT DOC. #2018094931 5' SWALK 9.4230 ACRES

5.73 ACRES S85°13'28"W 295.06' N69°21'31"E DRAIN 25.00' 10.00' PRIV. SAN GABRIEL S4°46'14"E 308.81' ESMT 2.50' OUT OF 29.60 ACRES REMAINDER OF TRACT ONE PUE 18-TOD-PICP-017 S88°15'23"W 287.89' 86.46' 2.50' 29.60 ACRES PUE (2010069763)

DRAIN 25.00' PRIV. ESMT PUE JEAN BAPTISTE, LTD. (2010069763) 5' SWALK Lot 3 16.17' RD (60' R.O.W.)

3.894 ACRES 20' X 30' DRAIN. ESMT. B L O C K A HUDDLESTON DELORES IMA LATER SEAMAN DOC. #2018094931 Lot 2 94959 SF OU

DOC. NO. 2006057416 Lot 1 2.18 AC.

O.P.R.W.C.TX. 89270 SF 65528 SF OU

6' SWALK C1 2.05 AC. 1.50 AC. OU

N3°15'00"W 10.00' OU 10/28/2019

56.00' PUE 2.50'

N69°21'30"E OU OU 15.00' 15.00'

2.50' N88°34'24"WN88°34'24"W 261.70' 261.70' 15.00'

OU PUE OU

WW ESMT PUE WW ESMT WW OU

OU 49.42' WW ESMT

EX 18'' W OU OU OU

. EX 18'' W OU OU

OU OU OU OU

C2 OU C4 C3

10' SHARED-USE PATH

PUE 10.00'

PUE

10.00' PUE 183A TOLL ROAD10.00'

(R.O.W. VARIES) 560.64'

477.25' S86°50'16"W

N81°46'45"W

NOTES: PRELIMINARY PLAN

1. ALL EASEMENTS OF RECORD ARE SHOWN OR NOTED ON THE PLAT AS FOUND ON THE TITLE

POLICY OR DISCOVERED WITH A TITLE SEARCH PREPARED FOR THE MOST RECENT PURCHASE OF PRELIMINARY PLAT

PROPERTY. MESSINA COMMERCIAL

2. STREET TREES WILL BE PROVIDED AT THE SITE DEVELOPMENT STAGE. LEANDER, WILLIAMSON CO, TEXAS

DRAWN BY:

CHECKED BY: jtw

APPROVED BY: jtw

3 SHEET of 4 19-TOD-PP-011 P:\Petter Tonjum\03_ACAD\Plans\Prelim Plans\3 PRELIMINARY PLAT.dwg, PLAT, October 28, 2019, 10:48 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

P:\Petter Tonjum\03_ACAD\Plans\Prelim Plans\4 PRELIMINARY UTILITY PLAN.dwg, PRELIMINARY UTILITY PLAN, October 28, 2019, 10:48 AM, ccampbell W 8'' EX

EX 8'' WW 8'' EX

EX 18'' W 18'' EX

OU W 8'' EX EX 8'' WW 8'' EX EX 8'' WW N3°15'00"W EX 8'' W

WM SWEETWOOD LN SWEETWOOD

56.00' WM W 8'' EX (56' ROW) (56'

EX 8'' WW 8'' EX EX 18'' W 18'' EX

EX 8'' WW 8'' EX EX 8'' WW EX 8'' W 8'' EX

EX 8'' W

86.46'

WM N69°21'31"E

EX 8'' W 8'' EX

EX 8'' W 8'' EX WM

FH EX 8'' WW 8'' EX OU W 8'' EX

EX 8'' W EX 18'' W 18'' EX

10.00'

EX 8'' W EX 8'' WW PUE

EX 8'' W 8'' EX

FH C1 EXISTING 8" EX 8'' W 8'' EX WASTEWATER STUB

EX 8'' W 8'' EX 49.42' N69°21'30"E

OU 8'' WW 8''

FUTURE POND AREA EX 8'' W

EX 8'' WW DOC. #2018094931

20' X 30' DRAIN. ESMT. 8'' WW 8''

WM WM

WWMH

18'' W 18'' 0.12 AC.

WW STUB 8'' WW 8''

EX 8'' W 959 EX 8'' W WW ESMT 15.00' WWMH

EX 8'' WW

18'' W 18'' 8'' WW 8''

S4°46'14"E 308.81'

EX 8'' W 65528 SF WM

1.50 AC.

18'' W 18'' OU

8'' WW 8'' WM Lot 1

EX 8''EX 8'' WW W 960 WM

EX 8'' W C2 WL STUB

8'' WW 8'' 18'' W 18'' 10.00' PUE EX 8'' WW

EX 8'' W

20.00' S85°13'46"W

OU 8'' WW 8'' ESMT

18'' W 18'' 15.00'

WW ESMT DRAIN WM

WM EX 8'' W PRIV.

EX 8'' WW 25.00' EX 8'' W

8'' WW 8'' 961

18'' W 18''

PUE 2.50'

EX 8'' W

OU EX 8'' WW 8'' WW 8''

18'' W 18'' N88°34'24"W 261.70'

PUE 2.50' WM EX 8'' W

EX 8'' W OU RINGSTAFF RD. (50'

962

EX 8'' WW 8'' WW 8'' WW STUB FUTURE POND AREA

WWMH 18'' W 18''

ROW) 0.16 AC.

EX 8'' W 18'' W 18''

B L O C K A EX 8'' WW

WM WM

OU EX 8'' W

8'' WW

EX 8'' W

WL STUB

18'' W 18'' COTTAGES AT SAN GABRIEL

±878 LF 18" WATER 963

EX 8'' WW

OU 1

S4°46'14"E 316.41' 8-

8'' WW REMAINDER OF TRACT ONE 29.60 ACRES

EX 8'' W TOD- 89270 SF 2.05 AC.

Lot 2

18'' W 18'' C3 PICP-017

183A TOLL ROAD JEAN BAPTISTE, LTD.

(R.O.W. VARIES)

WM WM

EX 8'' WW WM (2010069763)

8'' WW 5.73 ACRES

EX 8'' W 18'' W 18''

FH OU 15.00' WW ESMT 964

8'' WW

EX 8'' W 10.00' EX 8'' WW ±752 LF 8" WASTEWATER PUE

18'' W

ESMT

WM DRAIN WM

8'' WW

PRIV. EX 8'' W

EX 8'' W 25.00'

18'' W OU

8'' WW WWMH 965

EX 8'' W

2.50'

PUE

18'' W N85°13'46"E 50.00' S88°15'23"W 287.89' S88°15'23"W WM

EX 8'' W WM 1.

2. WM

2.50' CURVE

PUE FUTURE POND AREA WM

EX 8'' W OU C4 C3 C2 C1

18'' W PERMIT AS NEEDED TO MEET CITY AND TCEQ DESIGN CRITERIA. DETAILED GRADING AND DRAINAGE ON EACH LOT FOR WATER QUALITY UTILITY LAYOUT AND SIZING ARE PRELIMINARY SUBJECT TO CHANGE PENDING FINAL ENGINEERING DESIGN. AND DETENTION PONDS SHALL BE PROVIDED AT SITE DEVELOPMENT 0.17 AC.

WW STUB 966 17°23'29" DELTA 3°26'16" 3°25'34" 2°24'56"

EX 8'' W OU

18'' W EX 8'' WW 8'' EX RADIUS 5529.58' 5529.58' 5529.58' 328.00'

EX 8'' W WM

OU WM

EX 8'' W WM

18'' W LENGTH

CURVE TABLE EX 8'' WW 8'' EX 331.78' 330.64' 233.12'

99.56' OU

EX 8'' W

S4°46'14"E 316.41'

18'' W TANGENT 165.94 165.37 116.58

FH 50.17 94959 SF 2.18 AC.

WL STUB

EX 8'' WW 8'' EX OU Lot 3

967 WM EX 8'' W WM

C4 EX 8'' W

WM WM

18'' W

CHORD BEARING OU N 78°03'16" E N 3°27'45" W N 0°01'50" W

N 2°53'25" E EX 8'' WW 8'' EX

EX 8'' W

10.00' EX 8'' W

18'' W W 8'' EX EX 8'' W

PUE W 8'' EX EX 8'' WW 8'' EX

EX 8'' WW 8'' EX

20' X 100' DRAIN ESMT. WW 8'' EX WM

DOC. #2018094931 WM

EX 8'' W

EX 8'' WW 8'' EX

OU CHORD DIST. OU

18'' W EXIST. 18" STUB CONNECT TO 331.73' 330.59' 233.10' 99.18'

P R E L I M N A Y O - T F C S U 10.00'

PUE

EX 8'' W

OU OU

18'' W G

(2007005731)

EX 8'' WW 8'' EX (NO WIDTH STATED) WIDTH (NO

Down

ACCESS ESMT. AS SCALED AS ESMT. ACCESS

OU OU

EX 8'' W S85°13'28"W 295.06' S85°13'28"W

EX 18'' W

36" RCP

OU OU R.O.W.) EX 8'' W EX 8'' W 30" RCP EX 8'' W EX 8'' W

EX 8'' W HUDDLESTON RD (60' RD HUDDLESTON EX 8'' W

EX 18'' W EX 8'' W EX 8'' W EX 8'' W EX 8'' W

EX 8'' W X

OU OU 60.06' S4°46'08"E OU

EX 8'' W X 18'' W EX WW

EX W X 504 505 WW XXX X OU X

SCALE: 1" = 40' OU N D D

X E A V

LEGEND L 40'

C N G 10' SHARED USE PATH PROPOSED WATER LINE PROPOSED WASTEWATER MANHOLE PROPOSED WASTEWATER LINE EXISTING WASTEWATER MANHOLE EXISTING WASTEWATER LINE EXISTING FIRE HYDRANT EXISTING WATER LINE EXISTING TREE EXISTING OVERHEAD UTILITY EXISTING WIRE FENCE PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR

ADJACENT LOT LINES O N N I S U L T 80' SHEET APPROVED BY: CHECKED BY: DRAWN BY: DESIGNED BY: 19-TOD-PP-011 PRELIMINARY UTILITY PLAN 4

MESSINA COMMERCIAL 10/28/2019 of consulting, llc 5508 HIGHWAY 290 WEST, SUITE 150

4 PRELIMINARY PLAN

jtw jtw AUSTIN, TX ∙ 78735 LEANDER, WILLIAMSON CO, TEXAS OFFICE: 512.872.6696 FIRM NO. 16384 NO. REVISION BY DATE