B-08 (C8J-2018-0167 - Addison Section 5 - Preliminary Plan)

Zoning and Platting Commission – June 16, 2020

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SUBDIVISION REVIEW SHEET MUD: N/A COUNTY: Travis LOT(S): 144 Total Lots Z.A.P. DATE: 6.16.2020 JURISDICTION: 2-Mile ETJ CASE NO.: C8J-2018-0167 SUBDIVISION NAME: Addison Section 5 - Preliminary Plan AREA: 23.718 Acres OWNER/APPLICANT: CARMA Properties Westport AGENT: Kitchen Table Solutions (Chad Matheson) (Jonathan Fleming) ADDRESS OF SUBDIVISION: Near South US Highway 183 and Dee Gabriel Collins Road GRIDS: L:13/14 WATERSHED: Onion and Cottonmouth Creeks EXISTING ZONING: N/A PROPOSED LAND USE: Single-Family Residential ADMINISTRATIVE WAIVERS: None VARIANCES: None SIDEWALKS: Sidewalks will be provided on both sides of all internal and boundary streets. DEPARTMENT COMMENTS: The request is for approval of a preliminary plan located in the county and in the City of Austin’s 2 Mile ETJ. The plan is composed of 144 lots on 23.718 acres. The proposed subdivision includes 141 single-family lots and 3 open-space and landscape lot. The applicant has secured a service extension from the City of Austin to provide water and wastewater to the proposed development. COUNTY COMMENTS This property is located in the 2-Mile, ETJ (Extra-Territorial Jurisdiction) of the City of Austin. Section 212.003 of Texas Local Government prohibits the city and the county from regulating land uses, lot size, density, height and building coverage in the ETJ to name a few. There are no land use controls that can be imposed by the city or the county. In the county, there are 2 uses: Single-Family and Other. “Other” can mean commercial, retail, multi-family, office and industrial, any use that is not single-family residential. There are no zoning laws in the county. Public transportation is not available in the county. As part of review process, the local school district was sent a copy of the proposed preliminary plan for input, review and comment and as of today, the staff has not received any comments from the school district. 1 of 7B-8 The closes school is the John Ojeda Jr. High School on McKinney Falls Parkway and the Smith Elementary School on Smith School Road. The closes fire station is EDS #11 located on FM 812. ISSUES: Staff has not received any inquiries from anyone regarding the plan. STAFF RECOMMENDATION: The preliminary plan meets all applicable state, county, and City of Austin Title 30 – Land Development Code requirements and staff recommends approval. ZONING AND PLATTING COMMISSION ACTION: CASE MANAGER: Jose Luis Arriaga Email address: joe.arriaga@traviscountytx.gov PHONE: 854-7562 2 of 7B-83 of 7B-84 of 7B-835. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE OWNERSHIP, MAINTENANCE AND PAYMENT OF TAXES FOR ALL LOTS TO BE OWNED BY THE ASSOCIATION. THE LOTS ARE AS FOLLOWS: BLOCK R, LOT 13 BLOCK W, LOT 17 BLOCK W, LOT 68 ASSOCIATION. 36. ALL DETENTION AND WATER QUALITY PONDS LOCATED IN OPEN SPACE/DRAINAGE LOTS WILL BE MAINTAINED BY THE HOME OWNER'S 37. AUSTIN ENERGY HAS THE RIGHT TO PRUNE AND/OR REMOVE TREES, SHRUBBERY AND OTHER OBSTRUCTIONS TO THE EXTENT NECESSARY TO KEEP THE EASEMENTS CLEAR. AUSTIN ENERGY WILL PERFORM ALL TREE WORK IN COMPLIANCE WITH CHAPTER 25-8, SUBCHAPTER B OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 38. THE OWNER/DEVELOPER OF THIS SUBDIVISION /LOT SHALL PROVIDE AUSTIN ENERGY WITH ANY EASEMENT AND/OR ACCESS REQUIRED, IN ADDITION TO THOSE INDICATED, FOR THE INSTALLATION AND ONGOING MAINTENANCE OF OVERHEAD AND UNDERGROUND ELECTRIC FACILITIES. THESE EASEMENTS AND/OR ACCESS ARE REQUIRED TO PROVIDE ELECTRIC SERVICE TO THE BUILDING AND WILL NOT BE LOCATED SO AS TO CAUSE THE SITE TO BE OUT OF COMPLIANCE WITH CHAPTER 25-8 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 39. THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY EROSION CONTROL, REVEGETATION AND TREE PROTECTION. IN ADDITION, THE OWNER SHALL BE RESPONSIBLE FOR ANY INITIAL TREE PRUNING AND TREE REMOVAL THAT IS WITHIN TEN FEET OF THE CENTER LINE OF THE PROPOSED OVERHEAD ELECTRICAL FACILITIES DESIGNED TO PROVIDE ELECTRIC SERVICE TO THIS PROJECT. THE OWNER SHALL INCLUDE AUSTIN ENERGY'S WORK WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. 40. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR MAINTAINING CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC SAFETY CODE, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, CITY OF AUSTIN RULES AND REGULATIONS AND TEXAS STATE LAWS PERTAINING TO CLEARANCES WHEN WORKING IN CLOSE PROXIMITY TO OVERHEAD POWER LINES AND EQUIPMENT. AUSTIN ENERGY WILL NOT RENDER ELECTRIC SERVICE UNLESS REQUIRED CLEARANCES ARE MAINTAINED. ALL COSTS INCURRED BECAUSE OF FAILURE TO COMPLY WITH THE REQUIRED CLEARANCES WILL BE CHARGED TO THE OWNER. GENERAL NOTES: PRELIMINARY PLAN NOTES: 1. REQUIREMENTS THE SUBJECT PROPERTY IS LOCATED IN TRAVIS COUNTY, WITHIN THE CITY OF AUSTIN 2 MILE ETJ, AND IS WITHIN THE COTTON MOUTH CREEK WATERSHED WHICH IS CLASSIFIED AS A SUBURBAN WATERSHED. THIS DEVELOPMENT IS SUBJECT TO THE PROVISIONS OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 2. ROADWAY STANDARDS ALL STREETS WITHIN THE SUBDIVISION SHALL BE CONSTRUCTED TO THE CITY OF AUSTIN URBAN STANDARDS WITH CURB AND GUTTER AND SIDEWALKS. STREET WIDTH AND SIDEWALK LOCATIONS SHALL BE AS SHOWN ON STANDARD ROADWAY SECTIONS. PUBLIC SIDEWALKS BUILT TO CITY OF AUSTIN STANDARDS ARE REQUIRED ALONG PROPOSED STREETS IN ACCORDANCE WITH THE CITY OF AUSTIN STANDARDS. SUCH SIDEWALKS SHALL BE CONSTRUCTED PRIOR TO OCCUPANCY OF THE LOTS. FAILURE TO CONSTRUCT SUCH SIDEWALKS MAY RESULT IN THE WITHHOLDING OF A CERTIFICATE OF OCCUPANCY. FISCAL REQUIREMENTS: FISCAL SURETY SHALL NOT BE REQUIRED UNTIL FINAL PLAT APPROVAL. FISCAL SURETY SHALL BE PROVIDED FOR THE SUBDIVISION IMPROVEMENTS: INCLUDING PUBLIC OR PRIVATE STREETS, SIDEWALKS, UTILITIES, DRAINAGE AND STORMWATER QUALITY FACILITIES, AND EROSION CONTROL DEVICES. 5. DRAINAGE EASEMENTS: DRAINAGE EASEMENTS 15 FEET IN WIDTH ARE FOR ENCLOSED STORM SEWERS. EASEMENTS FOR OPEN CHANNELS SHALL BE A MINIMUM OF 25 FEET WIDE. 100 YEAR FLOOD PLAIN: NO PORTION OF THIS TRACT IS WITHIN THE BOUNDARIES OF THE F.E.M.A. 100 YEAR FLOODPLAIN AS SHOWN ON THE F.E.M.A. FIRM PANEL 48453C0615J FOR TRAVIS COUNTY, TEXAS, EFFECTIVE DATE JANUARY 6, 2016. 7. OPEN SPACE EASEMENTS AND DRAINAGE/WATER QUALITY EASEMENTS AND LOTS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION OR SUCCESSOR IN TITLE. PUBLIC UTILITY EASEMENTS WILL BE FURTHER DEFINED ON THE FINAL PLAT. THESE LOTS ARE RESTRICTED AGAINST RESIDENTIAL DEVELOPMENT. EROSION CONTROLS FOR SINGLE FAMILY: IT SHALL BE THE RESPONSIBILITY OF THE LOT OWNER/BUILDER TO INSTALL AND MAINTAIN TEMPORARY EROSION CONTROL (SILT FENCE) DOWNHILL OF ALL DISTURBED AREAS DURING THE PERIOD OF HOUSE CONSTRUCTION. ENGINEER'S CERTIFICATION: THIS IS TO CERTIFY THAT I AM AUTHORIZED TO PRACTICE THE PROFESSION OF ENGINEERING IN THE STATE OF TEXAS; THAT I PREPARED THIS PRELIMINARY PLAN AND ACCOMPANYING REPORT, THAT ALL INFORMATION SHOWN THEREON IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AS RELATED TO THE ENGINEERING PORTIONS THEREOF. 3. 4. 6. 8. 9. 10. UTILITY SYSTEM: JONATHAN P. FLEMING, P.E. # 109872 NO LOT IN THIS SUBDIVISION SHALL BE OCCUPIED UNTIL THE BUILDING IS CONNECTED TO THE CITY OF AUSTIN WATER SUPPLY AND CITY OF AUSTIN WASTEWATER SYSTEM. 11. THE WATER AND WASTEWATER UTILITY SYSTEM SERVING THIS SUBDIVISION MUST BE IN ACCORDANCE WITH THE CITY UTILITY DESIGN CRITERIA. THE WATER AND WASTEWATER UTILITY PLAN MUST BE REVIEWED AND APPROVED BY THE AUSTIN WATER UTILITY. THE WATER AND WASTEWATER UTILITY SYSTEM CONSTRUCTION MUST BE INSPECTED BY THE CITY. THE LANDOWNER MUST PAY THE ASSOCIATED CITY INSPECTION FEES. 12. ELECTRIC SERVICE WILL BE PROVIDED BY AUSTIN ENERGY. 13. WATER SERVICES WILL BE PROVIDED BY CITY OF AUSTIN. 14. WASTEWATER SERVICE WILL BE PROVIDED BY CITY OF AUSTIN. 15. NATURAL GAS SERVICE WILL BE PROVIDED BY CENTERPOINT ENERGY. 16. PHONE SERVICE WILL BE PROVIDED BY AT&T. 17. NO SUBDIVISION WITHIN THE LIMITS OF THIS PRELIMINARY PLAN MAY BE PLATTED UNTIL NECESSARY OFF-SITE INFRASTRUCTURE IS ALREADY PERMITTED FOR CONSTRUCTION OR FISCAL SURETY IS POSTED AT THE TIME OF SUBDIVISION FINAL PLATTING FOR ALL NECESSARY OFF-SITE INFRASTRUCTURE IMPROVEMENTS. 18. ALL RIGHT-OF-WAY RETURNS, OTHER THAN KNUCKLE RETURNS (35'), ARE 25' AND CUL-DE-SAC/KNUCKLE THROAT RADII ARE 25' UNLESS OTHERWISE NOTED. 19. EROSION/SEDIMENTATION CONTROLS ARE REQUIRED FOR ALL CONSTRUCTION ON EACH LOT, INCLUDING SINGLE FAMILY AND DUPLEX CONSTRUCTION, PURSUANT TO THE LAND DEVELOPMENT CODE AND THE ENVIRONMENTAL CRITERIA MANUAL. 20. MAINTENANCE OF THE WATER QUALITY CONTROLS REQUIRED ABOVE SHALL BE ACCORDING TO THE CITY OF AUSTIN STANDARDS. 21. APPROVAL OF THIS PRELIMINARY PLAN DOES NOT CONSTITUTE APPROVAL OF ANY DEVIATION FROM THE CITY'S LAND DEVELOPMENT REGULATIONS IN THE FINAL PLAT, CONSTRUCTION PLAN OR SITE PLAN STAGE, UNLESS SUCH DEVIATION HAS BEEN SPECIFICALLY REQUESTED IN WRITING AND SUBSEQUENTLY APPROVED IN WRITING BY THE CITY. SUCH APPROVALS DO NOT RELIEVE THE ENGINEER OF THE OBLIGATION TO MODIFY THE DESIGN OF THE PROJECT IF IT DOES NOT MEET ALL OTHER CITY LAND DEVELOPMENT REGULATIONS OR IF IT IS SUBSEQUENTLY DETERMINED THAT THE DESIGN WOULD ADVERSELY IMPACT THE PUBLIC'S SAFETY, HEALTH, WELFARE OR PROPERTY. IF, DURING THE DEVELOPMENT OF THE FINAL PLAT, CONSTRUCTION DOCUMENTS, OR SITE PLAN, IT IS DETERMINED THAT THE PROJECT DOES NOT MEET THE FINDINGS OF FACT DOCUMENTED FOR THE ADMINISTRATIVE VARIANCES ISSUED WITH THIS PRELIMINARY PLAN, THEN IT WILL BE THE RESPONSIBILITY OF THE OWNER TO REQUEST NEW VARIANCES FOR CITY APPROVAL. 22. ALL STREETS, DRAINAGE, SIDEWALKS, EROSION CONTROLS, AND WATER AND WASTEWATER LINES ARE REQUIRED TO BE CONSTRUCTED AND INSTALLED TO CITY OF AUSTIN STANDARDS. 23. NO STRUCTURE SHALL BE OCCUPIED UNTIL THE ASSOCIATED STORMWATER QUALITY AND DETENTION CONTROL FACILITIES HAVE BEEN CONSTRUCTED, INSPECTED, AND ACCEPTED BY THE CITY OF AUSTIN. 24. THE WATER QUALITY EASEMENTS SHOWN ARE FOR THE PURPOSE OF ACHIEVING COMPLIANCE PURSUANT TO TITLE 30-5 OF THE CITY LAND DEVELOPMENT CODE. THE USE AND MAINTENANCE OF THESE EASEMENTS IS RESTRICTED BY TITLE 30-5-211 AND TITLE 30-5-213 THEREOF. 25. THIS SUBDIVISION SHALL BE DEVELOPED AND CONSTRUCTED AS A SMALL LOT SUBDIVISION IN COMPLIANCE WITH TITLE 30-2-232. 26. WITH THE EXCEPTION OF LOT 75-BLOCK A, LOT 13-BLOCK J, LOT 22-BLOCK X AND ALL OPEN SPACE, ALL LOTS WITHIN THIS SUBDIVISION ARE RESTRICTED TO SINGLE FAMILY USE. 27. A TRAVIS COUNTY DEVELOPMENT PERMIT IS REQUIRED PRIOR TO SITE DEVELOPMENT. 28. ALL PROPOSED STREETS ARE TO BE PUBLIC. 29. TWO OFF-STREET PARKING SPACES ARE REQUIRED FOR EACH SINGLE FAMILY DWELLING UNIT. 30. ALL CORNER LOTS TO BE A MINIMUM OF 4,500 SQUARE FEET. 31. IN ACCORDANCE WITH TITLE 30-5-301, INDIVIDUAL DRIVEWAYS FOR SINGLE FAMILY LOTS SHALL NOT BE CONSTRUCTED ON SLOPES GREATER THAN 15%. 32. NO LOTS CONTAIN SLOPES GREATER THAN 15%. 33. IF RESIDENTIAL BUILDING PERMITS FROM THE CITY OF AUSTIN ARE REQUIRED FOR DEVELOPMENT IN THIS SUBDIVISION, THE REQUIREMENT OF ORDINANCE NO. 030410-12 MAY BE APPLICABLE (DEVELOPMENT NEAR A HAZARDOUS PIPELINE). 34. A HOME-OWNER'S ASSOCIATION WILL BE CREATED FOR THE SINGLE FAMILY AND OPEN SPACE LOTS INCLUDED IN THIS PRELIMINARY PLAN. 0 0 0 - I G P P - 1 0 0 7 1 W C B \ s t \ e e h S 5 c e S n o s d d A i - l n a P y r a n m i i l \ \ e r P D A C n o s v d b u S 5 i i i n o i t c e S n o s d d A i - 1 0 - 1 0 0 7 1 W C B d e \ l \ i f k o o r B T C E J O R P \ : L : i g n w a r D M A 6 2 : 9 0 2 0 2 / 5 / 5 : i e m T e a D t / t l o P M A 1 2 9 : 0 2 0 2 / 5 5 / : d e v a S t s a L o r a h c R : y b d e v a S t s a L R.O.W. R40.00 R50.00 R40.50 CURB R38.50 R25.00 R35.00 R35.00 R25.00 R25.00 R15.00 TYPICAL KNUCKLE DETAIL SCALE: 1" = 50' CURB R38.50 R.O.W. R40.00 R50.00 R40.50 R35.00 R25.00 R35.00 R25.00 TYPICAL CUL-DE-SAC DETAIL SCALE: 1" = 50' R15.00 (TYP.) R.O.W. CURB R25.00 (TYP.) TYPICAL STREET INTERSECTION DETAIL SCALE: 1" = 50' I N A L P Y R A N M I L E R P 5 N O T C E S N O S D D A I I 5 1 3 E T U S I | I Y A W H G H S A X E T F O L A T P A C I . N 5 0 8 6 4 7 4 7 - 8 5 7 ) 2 1 5 ( . L E T | 1 3 7 8 7 S A X E T , I N T S U A 9 2 1 8 1 - F . I O N M R F E P B T Y B I I N O T P R C S E D / I N O S V E R I E T A D . O N I 5 N O T C E S N O S D D A I N A L P Y R A N M L E R P I I S A X E T , Y T N U O C S V A R T I , I N T S U A S E T O N L A R E N E G SHEET 2 OF 4 C8J-2018-0167 WW H F TURNBERRY LANE WW WW WW 4 5 6 7 8 9 10 11 33 WQTZ WQTZ W Q T Z Z T Q W C S C " 8 4 R T W ' ' 8 4 Z T Q W W Q T Z WQTZ WQTZ W Q T Z 5.863 ACRES ANITA B. SWAIN, BERTHA M. McKINLEY AND ROBERT R. ALEXANDER (13121/772) CARMA PROPERTIES WESTPORT, LLC 9.661 ACRES (2013055307) 22 21 20 19 18 17 16 15 14 13 12 8 9 DAMPTON LANE H F WW WW WW W W 4 5 6 7 8 9 10 11 12 13 14 W Q T Z 30 31 32 WQTZ W W T U R N B E R R Y LA N W E W 1 2 3 18 17 4 C O L B 15 5 K M 14 16 W W 6 7 13 12 1 2 11 10 3 4 W W D A M P T O N L A N E 19 18 5 K P C O L B 15 17 16 W W 6 7 8 9 ' 1 3 . 0 4 8 W " 7 5 5 4 ° 5 2 S ' ) ' 1 9 . ' 0 4 8 W 0 3 ° 8 2 S ( H F H F W W F H 1 LINE OF SIGHT EASEMENT DOC.#2016159274 10' PUE 5 T 1 O L 24 23 22 21 20 W W C F H O T T A G E R 5 6 19 LIN E O D O E A F SIG S E C.# 18 2 0 M E H T 1 0' P U E 1 6 1 N T 17 5 9 2 7 2 16 O S E D R I V E 7 8 9 W W 36 10 11 2 3 35 34 4 CARMA PROPERTIES WESTPORT LLC 165.238 ACRES (2006122815) 33 5 K R L O C B 32 31 30 12 10 11 14 13 W W 6 G R E Y H A W K C O V E 7 8 29 28 27 C O T T A G 6 7 E R O S E W W D R I V E 26 25 8 K T C O L B 9 10 39 38 37 11 E T U R XIS N A TIN 12 G T R O E M U N 13 P O D E R A A S E R Y M E N T 14 15 W W 13 O.S. 5 8 L 9 24 10 11 BLO 12 C K R 23 W W 22 21 20 W W F H 1 2 3 C. #2016159271 BLIC UTILITY 43 42 45 U O 50.00' P MT. D 44 S E 4 5 41 40 15 14 13 M C K A M Y D 12 R I V E KARA D RIVE 46 0.066 ACRES TRAVIS COUNTY (11412/1015) W W F H 1 2 3 T CWQZ R A 100Y O 100YR FP C D E E G ( 1 0 R 0 Y R . F COA 100YR . O P A B W S (S 5 3 0°0 1 6'3 C 2 7°1 5'3 100YR FP Q W 0 2.5 2"E 2 3' 7"E 2 3 Z 3 COA 100YR 0 2.8 0 2.5 9') 1' E R I . 100YR FP I W C O L C A 1 0 D T 0 Y R O L 1 0 0 Y R F P C H O A 1 V 0 0 LI N 4 5 0.386 ACRE 6 TRAVIS COUNTY R.O.W. K W (11554/1057) B 7 O C L M W W C K A M Y D R I V E 36 35 34 F H 32 Y A R 1 S R 0 0 I R Y E P R F O S ) A D 17 COA 100YR CWQZ C O A 1 0 0 Y R CWQZ 100YR FP C W 0 Y R Q Z C O A 1 0 P R F Y 0 0 1 Z Q W C COA 100YR 100YR FP C O A 100 CWQZ Y R 100YR FP COA 100YR CWQZ 100YR FP P R F Y 0 0 1 P F R Y 0 0 1 33 W W 15 16 8 9 10 11 12 C O A 1 0 0 Y R CWQZ (N N 3 0°0 2 8°0 7'4 0'3 0" 6" C O A 100Y R 13 14 W 1 1 W 1 0 0.3 CWQZ 1 0 0.3 1' 7') C O A 1 0 0 Y R C O A 1 0 0 Y R Z P COA 100YR Q F R Y W C 0 0 1 COA 100YR CWQZ C O A 100 CWQZ Y R MICHAEL A. SWAIN 4.282 ACRES DOC. NO. 2007009674 O.P.R.T.C.T. JANUARY 19, 2007 MICHAEL A. SWAIN 10.00 ACRES DOC. NO. 2007009674 O.P.R.T.C.T. N61°29'42"W 250.21' O.S. 68 69 70 67 66 65 64 10.00' TYP. 63 62 61 60 59 58 57 56 55 54 53 52 S61°29'42"E 764.26' BLOCK W BLO 71 C K W 72 BLO 19 10.00' TYP. C 18 K R 17 16 73 74 15 14 16 17 C O T T A G E R O S E D RIV E 20 18 10.00' TYP. 19 C. #2016159271 BLIC UTILITY C. #2016169508 S S E C C M. A R BLO E 50.00' P O MT. D 32 S E C 31 K T 30 21 ' 9 1 . 7 2 8 E " 7 5 9 3 ° 5 2 N ' 29 M C K A M Y D RIV E 35 34 U 50.00' P O MT. D 33 S E NOVEMBER 7, 2006 CARMA PROPERTIES WESTPORT LLC 19.678 ACRES DOC. NO. 2006216208 O.P.R.T.C.T. 24 25 23 4 9 1 5 9 0 7 1 0 2 E 22 R LIN C. # E T A O W T. D M S 28 E ' 1 9 . 0 6 8 E " 7 4 7 2 ° 7 2 N ' 1 E N A L A D L I H T A M F H 27 26 15.00' WATER LINE ESMT. DOC. #2017095194 CUMBRAE LANE BLOCK Y BLOCK A 1 18 1 10.00' TYP. 2 3 4 5 6 7 8 9 10 11 12 25 24 23 10.00' TYP. 22 21 20 19 17 16 15 14 13 MULTIFAMILY 14.9045 ACRES 10.00' TYP. COTTAGE ROSE DRIVE 10.00' TYP. 2 3 4 5 6 7 NOVEMBER 7, 2006 CARMA PROPERTIES WESTPORT LLC 8 19.678 ACRES 11 9 10 DOC. NO. 2006216208 12 O.P.R.T.C.T. 13 14 BLOCK X 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 10.00' TYP. R T W ' ' 8 4 C S " C 8 4 R T W ' ' 8 4 R T W ' ' 8 4 C S " C 8 4 R T W ' ' 8 4 R T W ' ' 8 4 C S " C 8 4 R T W ' ' 8 4 R T W ' ' 8 4 C S " C 8 4 R T W ' ' 8 4 R T W ' ' 8 4 C S " C 8 4 R T W ' ' 8 4 X R T W ' ' 8 4 ' . C S " C 5 1 8 5 4 5 8 W " 7 4 7 2 ° 7 2 S ' R T W ' ' 8 4 X X R T W ' ' 8 4 C S " C 8 4 X R T W ' ' 8 4 D A O N R O T L O C S) RIE A H V T (R.O.W. WID R T W ' ' 8 4 X E N A L S E R F M U D I 10.00' TYP. W K C O L B 1/2" IRF 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 T W T W THE CURTIS L. DELANCEY FAMILY TRUST 1.92 ACRES (2007021560) 0 0 1 - S C P P - 1 0 0 7 1 W C B \ s t \ e e h S 5 c e S n o s d d A i - l n a P y r a n m i i l \ \ e r P D A C n o s v d b u S 5 i i i n o i t c e S n o s d d A i - 1 0 - 1 0 0 7 1 W C B d e \ l \ i f k o o r B T C E J O R P \ : L : i g n w a r D : M A 0 3 1 1 9 1 0 2 7 1 4 / / : d e v a S t s a L M A 7 2 : 9 0 2 0 2 / 5 / 5 : i e m T e a D t / t l o P o r a h c R : y b d e v a S t s a L (S62°32'13"E 15.00') 15.00' PERM. WATER ESMT. DOC. #2017095194 ) ' 1 8 . 2 8 1 E " 7 4 7 2 ° 7 2 N ' ( ) ' 7 4 . 5 8 1 W " 7 4 7 2 ° 7 2 S ' ( 18 19 20 21 22 MC KAMY DRIVE 10.00' TYP. 23 24 25 26 27 28 29 30 31 32 33 34 35 C5 CB=(S52°29'34"E C=(15.23') R=(592.00') L=(15.23') Δ=1°28'27" N61° 55' 35"W X 0.357 ACRE TRAVIS COUNTY R.O.W. (11483/637) X BLOCK W 48'' WTR DEE GABRIEL COLLINS ROAD 48'' WTR 48'' WTR (R.O.W. WIDTH VARIES) X N61°55'35"W 764.18' X T F H 48'' WTR 48'' WTR R T W ' ' 8 4 48'' WTR X 1/2" IRF T S65°11'01"E 55.37' G 8'' WTR 8'' WTR 8'' WTR 8'' WTR 8'' WTR C W Q Z C O A 1 0 0 Y R CWQZ OPEN SPACE, DRAINAGE AND LANDSCAPE LOT 17 0.386 ACRE TRAVIS COUNTY R.O.W. (11554/1057) 15.00' PERM. WATER ESMT. DOC. #2016142597 C O A 1 0 0 Y R C W Q Z C O A 1 Z 0 0 Q Y R W C C O A 1 0 0 Y R Z Q W C C O A 1 0 0 Y R H C C W 50.00' TEMP. ACCESS Q Z ESMT. DOC. #2016169507 C1 (S46°45'37"E 103.09') X C O A 1 0 C O 0 Y R A 100Y R W " 6 3'1 3 ° OA 100YR 1 4 S 2' 8 C . 1 W 8 Q COA 100YR Z C O C A 100 Y R 20.57' H H F F ' ' W " 0 7 ' W T R 1 3 9 . 5 9 ° 8 7 2 S 4 8 ' COA 100YR COA 100YR COA 100YR 4 8 ' W T R COA 100YR ' W T R 4 8 '' C W Q Z R Y 0 0 1 A O C COA 100YR Z Q W C R Y 0 0 1 A O C 4 8 '' W T R 8 '' W T R 4 Z Q W C R Y 0 0 A 1 O C COA 100YR COA 100YR ERNEST COLLINS AND WIFE, FLORETTA COLLINS 380.080 AC.(12791/11) R 8 '' W T 4 R T 8'' W 4 R T 4 8'' W Z Q W C Z Q W C OA 100YR C C W Q Z C W Q Z I N A L P Y R A N M I L E R P 5 N O T C E S N O S D D A I I 5 1 3 E T U S I | I Y A W H G H S A X E T F O L A T P A C I . N 5 0 8 6 4 7 4 7 - 8 5 7 ) 2 1 5 ( . L E T | 1 3 7 8 7 S A X E T , I N T S U A 9 2 1 8 1 - F . I O N M R F E P B T Y B I I N O T P R C S E D / I N O S V E R I E T A D . O N 0 100' 200' SCALE: 1" = 100' LEGEND WQTZ CWQZ WATER QUALITY TRANSITION ZONE CRITICAL WATER QUALITY ZONE FEMA 100 YEAR FLOODPLAIN 100 YEAR FULLY DEVELOPED FLOODPLAIN PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY PROPOSED STREET CENTERLINE PROPOSED SIDEWALK PROPOSED EASEMENT O.S. OPEN SPACE L.S. LANDSCAPE LOT 1/2" REBAR FOUND 1/2" REBAR WITH "CHAPARRAL" CAP FOUND 1/2" REBAR WITH "CHAPARRAL" CAP SET IRON PIPE FOUND (SIZE NOTED) TREE FOUND (TYPE NOTED) CONC. HIGHWAY MON. FOUND NAIL FOUND (60D) CALCULATED POINT BENCHMARK I 5 N O T C E S N O S D D A I N A L P Y R A N M L E R P I I S A X E T , Y T N U O C S V A R T I , I N T S U A I I N A L P Y R A N M L R E P L L A R E V O 3 SHEET OF 4 C8J-2018-0167 0 50' 100' SCALE: 1" = 50' I N A L P Y R A N M I L E R P 5 N O T C E S N O S D D A I I 5 1 3 E T U S I | I Y A W H G H S A X E T F O L A T P A C I . N 5 0 8 6 4 7 4 7 - 8 5 7 ) 2 1 5 ( . L E T | 1 3 7 8 7 S A X E T , I N T S U A 9 2 1 8 1 - F . I O N M R F E P B T Y B I I N O T P R C S E D / I N O S V E R I E T A D . O N 1/2" IRON ROD WITH CAP STAMPED "CHAPARRAL BOUNDARY" 41.15' 39.92' 39.55' 39.36' 39.43' 40.01' 40.01' S61°29'42"E 764.26' 40.01' 40.01' 40.01' 40.01' 40.01' 40.01' 40.01' 52.10' 98.82' 24.24' 1/2" IRF BLOCK W 64 ' 9 4 . 5 1 1 63 ' . 4 7 5 1 1 62 ' . 1 0 5 1 1 ' . 9 2 4 1 1 61 60 59 58 57 56 55 ' . 6 5 3 1 1 ' . 3 8 2 1 1 ' . 0 1 2 1 1 ' . 8 3 1 1 1 ' . 5 6 0 1 1 ' . 2 9 9 0 1 1/2" IRON ROD WITH CAP STAMPED "CHAPARRAL BOUNDARY" N61°29'42"W 250.21' 195.88' 69 177.80' 70 2 0 5 . 7 3 ' R 5 0' ' 6 8 . 6 3 2 8 . 4 1 ' ' 1 4 . 6 1 0' 4 R ' 2 0 . 7 5 76.47' 68 7 7 . 8 7 ' O.S. 1' 7 . 4 8 10.00' TYP. 71 2 2.61' 5.96' 38.97' 67 7' 0 . 9 9 18.29' 66 6' 1 . 7 0 1 65 ' 3 6 . 2 1 1 L = 7 R = 1 0 9.3 4.4 0' 9' 1 3.77' 27.07' 0' 0.0 3 F - F L=40.12' R=730.00' 33.87' 2 2 . 8 6 ' 10.00' TYP. 45.80' 46.42' 46.85' L=173.86' R=730.00' 2. 7 0 ' 33.93' 2 41.93' K R C O L B 6 7 G R E Y H A W K C O V E 8 FINAL PLAT OF ADDISON SECTION 4 SUBDIVISION 29 28 27 26 25 9 24 C O T T A G E R O S E D R I V E 10 11 12 13 E T U R XIS N A TIN G T R O U N E M P O D E A R A S E R Y M E N T 14 W W 50.00' 4 0.0 0' 1 0.9 1' W W 28.55' ' 1 8 . 0 4 1. 2 3 7, 5 ' 0 2 L = 1 3 4 . 6 1 . 8 2 ' 10.00' TYP. 5 8 L 10 110.00' 11 2 0 . 5 1 ' 0 0 0 0. 5 = R ' 4 6 8. 5 ' 13 0 6 . 6 0 1 O.S. 46.85' 6 0.0 0' BLOCK R 12 78.10' 83.60' 4 0.0 0' 1 7.1 0' 1 0.9 5' 1 6.1 3' 4 4.1 9' 23 22 110.00' 21 110.00' 20 4 4.1 9' 4 0.0 0' 9 9.4 2' 1 1.0 5' 4 4.1 9' 50' R.O.W. 1 9.4 2' 2 0.19' 3 6.9 3' 50.00' F-F 3 9.2 4' 10.00' TYP. 110.00' 19 110.00' 20 110.00' 19 110.00' 10.00' TYP. 18 BLOCK W 4 3.8 0' 1 2 3.6 5' 39.78' 3.89' BLOCK R 43.68' 72 0' 0.0 1 1 73 34.48' 9.20' NOVEMBER 7, 2006 35.45' CARMA PROPERTIES WESTPORT LLC 8.23' 0' 0.0 1 1 17 19.678 ACRES DOC. NO. 2006216208 0' 0.0 1 1 O.P.R.T.C.T. 16 0' 0.0 1 1 0' 0.0 1 1 74 50.02' 9' 5 . 5 9 50' R.O.W. E N A L A D L I H T A M 49.23' C O TTA G E R 49.23' O S E D RIV E 39.24' 39.24' 39.24' 49.23' L=325.98' R=1000.00' 49.23' 39.24' 39.24' 15 0' 0.0 1 1 14 8' 5 . 4 9 43.49' 24. 1 2' 15 109.85' 16 4 0.0 0' 3.7 6' 3 6.2 4' 109.84' 17 109.83' 18 7.5 2' 3 4.2 5' 9.5 1' 33.94' 0' 0.0 1 1 21 0' 0.0 1 1 22 ' 9 1 . 7 2 8 E " 7 5 9 3 ° 5 2 N ' 9.82' 33.62' 10.14' 33.31' BLOCK T 10.45' 33.00' C. #2016169508 S S E C 33 C M. A R E O 110.00' 32 0' 0.0 1 1 31 0' 0.0 1 1 30 48.00' 0' 5 R.O.W. 48.00' M C KA M Y D RIVE 4 8.0 0' 30.00' F-F 10.00' TYP. 4 9 1 5 9 29 0 7 1 0 2 E 0' 0.0 1 1 R LIN C. # E T A O W T. D M S E 48.00' F H L=412.92' R=1270.00' 447.99' 0' 0.0 1 1 23 0' 0.0 1 1 24 10.76' 32.68' 11.08' 32.37' 38.93' 23 . 0 4 ' 0' 0.0 1 1 25 50' R.O.W. 3' 4 . 5 9 0' 0.0 1 1 28 48.00' 0' 0.0 1 1 27 10.00' TYP. 48.00' E N A L A D L I H T A M 30.00' F-F 8' 5 . 4 9 29 11.39' 50.01' 0' 0.0 1 1 26 7' 6 . 4 9 41.46' 24. 00' 1 9 . 0 6 8 E " 7 4 7 2 ° 7 2 N ' 6' 5 . 5 9 49.37' 35 34 33 M C K A M Y D R I V E 32 110.15' 35 1 1.4 1' 3 2.3 5' 8 8.0 1' 4 8.0 1' W W 50.00' 4 0.0 0' 110.17' U 50.00' P MT. D S E 34 C. #2016159271 BLIC UTILITY 110.18' 50.00' P MT. D O 9' 3 S E 4.9 6' 1 1.8 4 3.7 6' 14 15 110.00' 16 110.00' 31.33' CWQZ 4 0.0 0' C W QZ C O A 1 0 0 Y R C W Q Z 40.52' 5.57' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 14.22' CUMBRAE LANE 355.69' ' 0 0 0 3 . F - F ' 0 5 . . W O R . 41.93' 23.00' 19.43' 43.04' 43.04' 43.04' 43.04' 43.04' 43.04' 43.04' 35.00' 10.00' TYP. 7' 7 . 5 9 1 ' 0 0 . 0 1 1 2 ' 0 0 . 0 1 1 3 ' 0 0 . 0 1 1 4 ' . 0 0 0 1 1 5 ' . 0 0 0 1 1 6 ' . 0 0 0 1 1 7 ' . 0 0 0 1 1 8 ' . 0 0 0 1 1 9 ' . 0 0 0 1 1 10 ' . 0 0 0 1 1 11 ' . 0 0 0 1 1 12 59.31' 3.78' 39.77' BLOCK Y 4.48' 35.29' 12.74' 27.04' 18.74' 21.26' 21.78' 18.22' 24.81' 15.19' 27.85' 12.15' 30.89' 9.11' 33.93' 6.07' 36.96' 3.04' 40.00' 50.00' 23 ' 0 0 . 0 1 1 22 ' 0 0 . 0 1 1 21 ' 0 0 . 0 1 1 20 19 ' 0 0 . 0 1 1 ' 0 0 . 0 1 1 ' 0 0 . 0 1 1 17 ' 0 0 . 0 1 1 16 ' 0 0 . 0 1 1 15 ' 0 0 . 0 1 1 14 13 ' 0 0 . 0 1 1 BLOCK A MULTIFAMILY 14.9045 ACRES 1 18 44.83' 44.83' 0.69' 44.06' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' COTTAGE ROSE DRIVE 395.69' ' 0 0 . 0 3 F - F ' 0 5 . . W O R . 1 ' 0 0 . 0 1 1 2 ' 0 0 . 0 1 1 3 ' 0 0 . 0 1 1 4 ' 0 0 . 0 1 1 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 35.00' 38.56 ' 0.69' 10.00' TYP. CARMA PROPERTIES WESTPORT LLC 40.00' NOVEMBER 7, 2006 40.00' 19.678 ACRES DOC. NO. 2006216208 O.P.R.T.C.T. 5 ' 0 0 . 0 1 1 6 ' 0 0 . 0 1 1 7 ' 0 0 . 0 1 1 8 ' 0 0 . 0 1 1 9 ' 0 0 . 0 1 1 10 ' 0 0 . 0 1 1 11 ' 0 0 . 0 1 1 12 ' 0 0 . 0 1 1 13 ' 0 0 . 0 1 1 14 25.11' 14.55' 28.90' 10.80' 32.65' BLOCK X 7.18' 36.27' 3.56' 39.83' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 50.00' 30.00' F-F 8' 4 . 4 9 25 10.00' TYP. 2 4 . 2 5' 59.12' ' 0 0 . 0 1 1 24 ' 0 0 . 0 1 1 L=239.64' R=1000.00' ' 2. 9 3 ' 2 50.07' 39.24' 39.24' 39.24' ' 9 2 4 9 . 54 53 52 ' 5 0 . 5 8 ' 0 5 R 0 . 5 0 ' 4 28.9 8' 9.7 3 ' 3' 0 21. L = R 6 = 4 2 . 8 0 . 3 0 ' 0 ' 2 3. 5 6 ' 128.51' 51 9 9 . 7 1 ' 50 100.44' 49 120.00' 48 2 8 . 8 0 ' ' 2 1 . 6 3 R 4 0 ' 3'18.52' 0 1. 2 6.77' 120.00' 10.00' TYP. 47 10.00' TYP. 2 3.56' 35.00' 2 3 . 5 6 ' ' 0 0 5 9 . ' 0 0 . 5 9 ' 0 0 . 5 9 ' 0 0 . 5 9 ' . 0 0 0 3 2 E N A L S E R F M U D I ' 0 0 . 0 3 2 30.00' F-F 50' R.O.W. ' 0 0 0 4 . ' 0 0 0 4 . ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 4 1 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 8 2 . 1 2 120.00' X 46 45 44 120.00' BLOCK W 120.00' X ' C S " C 8 5 4 1 . 5 5 8 W " 7 4 7 2 ° 7 2 S ' ' 1 X 4 . 0 4 22.50' X 120.00' 43 97.51' 42 120.00' 41 120.00' 40 39 120.00' 120.00' 38 D A O N R O T L O C S) RIE A H V T (R.O.W. WID PLAN LEGEND 504 505 WQTZ CWQZ ADJACENT PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR PROJECT BOUNDARY RIGHT-OF-WAY WATER QUALITY TRANSITION ZONE CRITICAL WATER QUALITY ZONE PROPOSED STREET CENTERLINE PROPOSED EASEMENT PROPOSED CATCH CURB PROPOSED LAYDOWN CURB PROPOSED SIDEWALK FIRE HYDRANT WATER VALVE STORM SEWER MANHOLE WASTE WATER MANHOLE AIR RELEASE VALVE CURB INLET OPEN SPACE LANDSCAPE LOT 1/2" REBAR FOUND 1/2" REBAR WITH "CHAPARRAL" CAP FOUND 1/2" REBAR WITH "CHAPARRAL" CAP SET IRON PIPE FOUND (SIZE NOTED) TREE FOUND (TYPE NOTED) CONC. HIGHWAY MON. FOUND NAIL FOUND (60D) CALCULATED POINT BENCHMARK SS WW O.S. L.S. NOTES: 1. ALL PLAN VIEW DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2%. 3. SIDEWALK LANDINGS SHALL NOT EXCEED 2% IN X ANY DIRECTION. THE LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE SHOWN APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND AND OVERHEAD UTILITIES. ' 0 0 . 0 1 1 28 ' 0 0 . 0 1 1 27 ' 0 0 . 0 1 1 26 ' 0 0 . 0 1 1 25 ' 0 0 . 0 1 1 15.00' WATER LINE ESMT. DOC. #2017095194 2 4 . 10' 41.42' 24 ' 0 0 . 0 1 1 23 ' 0 0 . 0 1 1 22 ' 0 0 . 0 1 1 21 ' 0 0 . 0 1 1 20 ' 0 0 . 0 1 1 19 18 ' 0 0 . 0 1 1 ' 0 0 . 0 1 1 17 ' 0 0 . 0 1 1 16 15 ' 0 0 . 0 1 1 43.50' 43.54' 43.69' 43.69' 0.69' 4 2.9 4' 10.00' TYP. 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 35.00' (S62°32'13"E 15.00') ) ' 1 8 . 2 8 1 E " 7 4 7 2 ° 7 2 N ' ( . ) ' 7 4 5 8 1 W " 7 4 7 2 ° 7 2 S ' ( 49.25' 39.40' 15.00' PERM. WATER ESMT. DOC. #2017095194 15.00' PERM. WATER ESMT. DOC. #2016142597 L=305.41' R=1270.00' 39.40' 39.40' 18 4' 3 . 9 7 1 19 ' 7 0 . 4 7 1 20 ' 8 7 . 7 6 1 21 ' 9 1 . 2 6 1 MC KAMY DRIVE 355.69' ' 0 0 0 3 . F - F ' 0 5 . . W O R . 39.40' 39.40' 38.24' 1.17' 41.02' 41.02' 41.02' 41.02' 41.02' 41.02' 41.02' 40.00' 11.46' 10.00' TYP. 21.03' 1 3 .1 0' 38.03' 0 ' 1 . 1 3 22 ' 7 9 . 7 5 1 23 ' 2 1 . 5 5 1 ' 1 6 . 3 5 1 24 ' . 5 4 3 5 1 25 26 27 28 29 30 31 ' . 9 8 3 5 1 ' . 2 3 4 5 1 ' . 6 7 4 5 1 ' . 0 2 5 5 1 ' . 4 6 5 5 1 ' . 7 0 6 5 1 ' . 1 4 1 3 1 ' . 3 8 1 3 1 32 33 ' . 1 4 5 1 1 34 ' 0 5 . 0 1 1 2 3.56' 3' = 6 2.8 = 40.00' R L 2 1 . 0 3 ' 0.12' 111.58' 37 R50' ' 9 1 . 9 4 31.10' 2 0 . 0 0' R 4 0 ' 35 96.54' 36 1 4 5 . 4 7 ' R T W ' ' 8 4 R T W ' ' 8 4 C S " C 8 4 R T W ' ' 8 4 X C S " C 8 4 X R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 X R T W ' ' 8 4 C S " C 8 4 X R T W ' ' 8 4 R T W ' ' 8 4 R T W ' ' 8 4 X X R T W ' ' 8 4 ' 3 7 3 9 . ' 5 9 9 5 . ' 0 0 0 4 . ' 0 0 0 4 . ' 0 0 0 4 . ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 3 7 . 9 3 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 8 3 8 5 . ' . 0 9 7 3 1 I 5 N O T C E S N O S D D A I N A L P Y R A N M L E R P I I S A X E T , Y T N U O C S V A R T I , I N T S U A N A L P Y R A N M L E R P I I (S46°45'37"E 103.09') 328.52' 1/2" IRON ROD WITH CAP STAMPED "CHAPARRAL BOUNDARY" X 0.357 ACRE TRAVIS COUNTY R.O.W. (11483/637) BLOCK W 40.00' 40.00' 56.34' 252.37' 116.03' C5 CB=(S52°29'34"E C=(15.23') R=(592.00') L=(15.23') Δ=1°28'27" 56.24' X 28.89' 16.15' 4.42' 40.35' N61° 55' 35"W 20.57' F F H H COA 100YR 4 8 ' ' W T R COA 100YR ' W T R 4 8 ' 4 8 ' ' W T R ' W " 0 1 9 5 ° 7 2 S ' 7 3 . 9 8 X 44.47' 44.25' X 44.12' 43.95' X 41.02' 41.02' X 41.02' X 41.02' 41.02' N61°55'35"W 764.18' X 41.02' 41.14' X T 48'' WTR 48'' WTR X X F H R T W ' ' 8 4 48'' WTR X 1/2" IRF T S65°11'01"E 55.37' T E S T S TA T ION G 48'' WTR 48'' WTR 48'' WTR 48'' WTR 48'' WTR 48'' WTR 48'' WTR 48'' WTR 48'' WTR 48'' WTR DEE GABRIEL COLLINS ROAD (R.O.W. WIDTH VARIES) TOP E LEV . = 5 6 1 . 0 0 ' CONCR E T E DR A IN AG E 1 5 " CM P S TRUC TUR E ( S I L T ED O V ER ) T A S PH A L T DR I V E W 1 5 " CM P F L = 5 6 2 . 6 3 ' CONC . DRA INAGE S TRUC TURE 8'' WTR 8'' WTR 8'' WTR 8'' WTR 8'' WTR 8'' WTR A S PH A L T DR IVE CONC . GR A T E IN L E T DR IVE 1 5 " RCP F L = 5 6 4 . 5 6 GA TE W T GA TE CONC . DR I V E ASPHA L T DR IVE 1 5 " CM P F L = 5 6 2 . 3 3 ' SHEET 4 OF 4 C8J-2018-0167 C O A 1 0 0 Y R C W Q Z 3 5 1.3 3' C O A 1 0 0 Y R C W Q Z 0.386 ACRE TRAVIS COUNTY R.O.W. (11554/1057) 17 OPEN SPACE, DRAINAGE AND LANDSCAPE LOT C O A 1 0 0 Y R C W Q Z C O A 1 0 0 Y R C W Q Z H C C W QZ C O A 1 0 0 Y R C O A 1 0 0 Y R C O A 1 0 0 Y R Z Q A 1 0 W 0 Y R C n a C l P O y r a n m i C O A 100YR Z Q W C COA 100YR CWQZ C O A 1 0 0 Y R Z Q W C C1 C W 50.00' TEMP. ACCESS ESMT. DOC. #2016169507 Q Z CONC . 243.40' X C O A 100Y R C O A 100Y R C O A 1 0 0 Y R C O A 100Y R C O A 100YR C Z W W " 6 Q 3'1 3 ° 1 4 S COA 100YR 2' 8 . 1 8 C O A 100Y R COA 100YR C O A 100Y R Z Q W C COA 100YR Z Q W C R Y 0 0 1 A O C 4 8 '' W T R C O A 1 0 0 Y R 8 '' W T R 4 Z Q W C COA 100YR COA 100YR COA 100YR C W Q Z COA 100YR 4 8 '' W T R C W Q Z 4 8 '' W T R COA 100YR COA 100YR COA 100YR W T R 4 8 ' ' R Y 0 0 1 A O C R A 1 0 0 Y O C 1 0 1 - S C P P - 1 0 0 7 1 W C B \ s t \ e e h S 5 c e S n o s d d A i - i l \ \ e r P D A C n o s v d b u S 5 i i i n o i t c e S n o s d d A i - 1 0 - 1 0 0 7 1 W C B d e \ l \ i f k o o r B T C E J O R P \ : L : i g n w a r D M A 8 2 : 9 0 2 0 2 / 5 / 5 : i e m T e a D t / t l o P M A 4 2 9 : 0 2 0 2 / 5 5 / : d e v a S t s a L o r a h c R : y b d e v a S t s a L