B-07 (C8-2020-0112 - Braker Valley Subdivision Preliminary Plan; District 1).pdf

Zoning and Platting Commission – April 19, 2022

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SUBDIVISION REVIEW SHEET CASE NO.: C8-2020-0112 COMMISSION DATE: April 19, 2022 SUBDIVISION NAME: Braker Valley Subdivision Preliminary Plan ADDRESS: 4806 Blue Goose Rd APPLICANT: Ranch Road Braker Valley, LLC (Daniel E. Gilpin) AGENT: BGE, Inc. (Chris Rawls) ZONING: I-SF-4A NEIGHBORHOOD PLAN: N/A AREA: 164.96 acres LOTS: 597 COUNTY: Travis DISTRICT: 1 WATERSHED: Walnut Creek JURISDICTION: Full Purpose SIDEWALKS: Sidewalks will be constructed along Monument Valley Dr, Hudson Valley Bend, Watkins Glen Way, Studer Pass, Stanwick Pass, Ozark Glen Dr, E. Braker Ln, Chris Canyon Dr, Realitos Run, Crawford Glen Dr, Poage Pass, Holmont Dr, Jefferson Notch Dr, Arapaho Basin Dr, and Sungwoo Path, Jarvis Path, Spanish Plains Way, Fairmeade Dr, Royal Gorge Pass and Gravis Dr. DEPARTMENT COMMENTS: The request is for the approval of Braker Valley Subdivision Preliminary Plan, a 597 lot single-family subdivison on 164.96 acres. The plat was disapproved for reasons on Mar. 22, 2022, but the applicant has since submitted an update that addresses those reasons. The plat complies with the criteria for approval in LDC 25-4-84(B) and staff recommends approval. STAFF RECOMMENDATION: Staff recommends approval of the plat, subject to the conditions listed in the comment report dated April 13, 2022 and attached as Exhibit C. CASE MANAGER: Joey de la Garza PHONE: 512-974-2664 E-mail: joey.delagarza@austintexas.gov ATTACHMENTS Exhibit A: Vicinity map Exhibit B: Proposed plat Exhibit C: Comment report dated April 13, 2022 N R L E G A E Y C A M E R O N R O A D E P A R M E R L N CA M ER O N R OAD H A R R I S B PROJECT LOCATION BLUE G O OSE RD R A N C H P K W Y D A O R E L A D G N I R P S H W Y 2 9 0 LOCATION MAP BRAKER VALLEY N Brown & Gay Engineers, Inc. 1701 Directors Blvd, Suite1000 Austin, TX 78744 Tel: 512-879-0400 ● www.bgeinc.com TBPE Registration No. F-1046 BRAKER VALLEY SUBDIVISION PRELIMINARY PLAN AUSTIN, TEXAS 6 4 0 650 650 6 4 0 630 6 2 0 L 19 20 18 22 21 23 14 15 16 17 13 10 9 8 7 3 2 1 5 4 6 P 54 55 57 58 56 59 60 61 M 19 18 20 21 23 22 24 25 26 11 10 12 13 14 15 16 17 1 7 7 6 . 0 6 ' S 7 3 ° 4 2 ' 5 6 " E 5 4 3 2 1 7 6 8 9 Q 12 11 10 630 16 15 14 13 620 620 S-12 D/OS & WATER QUALITY 620 6 4 0 14 13 12 11 P-52 D/OS 53 51 50 P 19 18 17 16 15 45 46 47 48 49 6 7 5 8 4 3 2 1 O 9 10 11 12 27 28 29 30 MM M 6 3 0 630 M 37 P 20 44 21 22 23 0 2 6 24 25 43 P-42 D/OS 41 26 27 P 28 29 30 31 32 33 34 40 39 38 37 36 35 11 10 630 S 630 31 32 33 34 35 36 38 39 40 41 42 0 100' 200' 400' SCALE: 1" = 200' 100YR PAR M ER LANE CA M ER O N RD H W Y 2 9 0 SUBJECT TRACT BLUE GOOSE RD VICINITY MAP N.T.S. C.O.A. GRID NO. P29, P30 MAPSCO PAGE 527H, 527L, 527M R P A E T A D I I N O T P R C S E D V E R DESIGNED BY: AWS REVIEWED BY: CRR DRAWN BY: SAM W W W W W ' 0 0 . 2 3 1 L W P H O ' 8 0 0 1 R P H O L-1 D/OS W 12 11 10 W P H O W P H O 9 8 7 6 L 6 4 0 5 4 3 2 640 9 8 7 6 5 M 4 3 2 6 4 0 W P H O W E " 0' 7 8'0 8.0 4 6 ° 8 2 P W H 4 O N P H O W E-31 D/OS 24 W P H O P H O W E 23 22 21 20 19 18 W P H O W P H O W P H O W 17 16 15 14 13 E-12 D/OS 11 10 9 8 25 6 5 0 26 27 28 29 30 6 4 0 1 22 21 20 19 18 F 17 23 24 25 26 27 28 16 15 14 13 29 30 31 32 6 5 0 G-20 AMENITY G 19 18 17 16 15 14 27 28 29 30 31 650 11 10 9 8 33 F-12 D/OS 34 35 36 37 38 7 6 5 4 3 2 1 39 40 F 41 42 43 44 45 640 640 7 6 5 4 6 5 0 3 2 1 6 0630 3 12 11 10 9 8 G-13 D/OS 32 33 34 35 36 37 G 38 39 40 41 6 7 8 9 N47°04'39"W 726.13' 6 5 0 640 0 3 6 640 630 6 4 0 6 3 0 620620 620 630 640 E " W 4' 6 P 0'0 1.5 H O 4 7 ° 8 2 4 N P H O W 7 E 6 5 4 W P H O W P H O W P H O W 3 2 1 E " P 9' 6 H 0'0 9.4 O 4 0 ° 3 2 W 4 N P H O 640 B-1 W D/OS 2 P H O W P H O W 650 640 3 4 B 5 42 41 640 40 39 38 S U M M A R Y N O T E S LEGAL DESCRIPTION: ABS 513 SUR 55 MUNOS L ACR 88.279, 76.683 (1-D-1) LAND USE SUMMARY GROSS ACREAGE: 164.962 ACRES ZONING: CITY OF AUSTIN, TRAVIS COUNTY I-SF-4A FLOODPLAIN INFORMATION NO PORTION OF THIS TRACT IS WITHIN THE DESIGNATED FLOOD HAZARD AREA AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) #48453C0460K TRAVIS COUNTY, TEXAS DATED JANUARY 6, 2016, COMMUNITY #480624. ENGINEERED FLOODPLAIN DELINEATED PER ATLAS 14 RAINFALL DATA FOR 100-YEAR STORM EVENT. WATERSHED · THIS PROJECT IS LOCATED IN THE WALNUT CREEK AND HARRIS BRANCH WATERSHED, WHICH ARE CLASSIFIED AS SUBURBAN WATERSHEDS. THIS PROJECT IS NOT LOCATED OVER THE EDWARDS AQUIFER RECHARGE ZONE. · 6 0630630 3 0 4 6 WATER SERVICE INFORMATION CITY OF AUSTIN WATER PRESSURE ZONE: NORTH CITY OF AUSTIN WATER & WASTEWATER GRID MAP: P29, P30 FIRE FLOW DEMAND W/O SPRINKLER - 1500 GPM PARKLAND: PARKLAND REQUIREMENTS SHALL BE SATISFIED BY THE DEDICATION OF LOT 10, BLOCK B AND LOT 1, LOCK M AND DEVELOPED AT THE TIME OF ADJACENT FINAL PLATS. CONTOUR DATA SOURCE: 2012 CAPCOG TREE PLANTING REQUIREMENTS EACH SINGLE-FAMILY LOT IN A RESIDENTIAL SUBDIVISION MUST CONTAIN AT LEAST TWO TREES FOR SF4A ZONING AND THREE TREES FOR ALL OTHER SF ZONING. TREES MUST BE OF AT LEAST TWO DIFFERENT SPECIES LISTED IN ECM APPENDIX F. EACH TREE MUST HAVE A MINIMUM DIAMETER OF 2 INCHES AND EACH TREE MUST BE MAINTAINED IN ACCORDANCE WITH THE ECM. LOCATION LOCATED DIRECTLY AT THE CORNER OF BLUE GOOSE RD AND CAMERON RD A LAND USE COMMISSION VARIANCE WAS GRANTED TO LDC 25-8-341 TO ALLOW CUT OVER 4 FEET UP TO 11.5 FEET AND 25-8-342 TO ALLOW FILL OVER 4 FEET UP TO 17 FEET WITH THE FOLLOWING STAFF CONDITIONS: IN THE TWO LOCATIONS WHERE ROADWAYS CROSS THE CRITICAL WATER QUALITY ZONE, CULVERTS WILL BE PROVIDED FOR THE ENTIRE WIDTH OF THE HALF-CRITICAL WATER QUALITY ZONE. THIS AVOIDS THE FLOW PINCH-POINT OF THE SINGLE, NARROW CULVERT ORIGINALLY PROPOSED. ALL AREAS OF THE STORMWATER POND THAT ARE NOT COVERED BY DAM SAFETY REGULATIONS WILL BE REVEGETATED WITH STANDARD SPECIFICATIONS MANUAL 609S NATIVE SEEDING AND PLANTING FOR RESTORATION, USING A SELECTION OF LOW-GROWING, NON-WOODY VEGETATION THAT CAN BE MOWED. AUSTIN ENERGY NOTES: 1. 2. ON ANY FINAL PLATS OUT OF THIS PRELIMINARY PLAN, A FIFTEEN (15') FOOT PUBLIC UTILITY ALL LOTS LABELED AS OPEN SPACE WILL ALSO BE DEDICATED AS PUBLIC UTILITY EASEMENTS. EASEMENT SHALL BE DEDICATED ALONG BRAKER LANE. A TEN (10') FOOT PUBLIC UTILITY EASEMENT SHALL BE DEDICATED ALONG ALL OTHER STREETS IN THIS SUBDIVISION 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. A TWENTY-FIVE (25') AERIAL TRANSMISSION EASEMENT SHALL BE DEDICATED ALONG CAMERON ROAD. A TWENTY-FIVE (25') PUBLIC UTILITY EASEMENT SHALL BE DEDICATED ALONG BLUE GOOSE ROAD. 7. OWNER MAY NOT PLACE, ERECT, CONSTRUCT, OR MAINTAIN WITHIN THE ELECTRIC TRANSMISSION EASEMENT: · · · ANY PERMANENT STRUCTURES, INCLUDING, BUT NOT LIMITED TO HABITABLE STRUCTURES SUCH AS HOMES, MOBILE HOMES, GARAGES, OR OFFICES, ANY STRUCTURE OF ANY KIND IN SUCH PROXIMITY TO THE ELECTRIC TRANSMISSION OR DISTRIBUTION LINES, POLES, STRUCTURES, TOWERS, OR APPURTENANT FACILITIES AS WOULD CONSTITUTE A VIOLATION OF THE NATIONAL ELECTRIC SAFETY CODE IN EFFECT AT THE TIME THE STRUCTURE IS ERECTED, NOR ANY STRUCTURES, INCLUDING BUT NOT LIMITED TO, FENCES, STORAGE SHEDS, DRAINAGE, FILTRATION OR DETENTION PONDS WHICH WOULD IMPAIR AUSTIN ENERGY'S ACCESS TO THE TRANSMISSION EASEMENTS OR ITS LINES, POLES, STRUCTURES, TOWERS OR APPURTENANT FACILITIES IN THE EASEMENTS. 1. 2. 3. 4. 5. 6. M P 6 4 : 1 0 : 1 2 2 0 2 / 4 / 4 : d e t t o P l L L A R E V O - : t u o y a L g w d . R E V O M L R P P S C - 7 5 9 6 \ y r a n m - - i i l e r P _ 1 0 \ s t h S _ 1 0 \ D D A C _ 3 0 \ y e l l a V _ r e k a r B _ 0 0 - 7 5 9 6 \ n o t r o H R D \ s t c e o r P C X T \ j \ : G 6 3 0 6406 0640 4 W P H O W P H O 0 4 6 E " 1' 1 6'4 8.4 3 9 ° 2 2 4 N E " 7 6' 1'1 7.8 4 4 ° 1 2 4 N 630 P H O W B-107 D/OS W 6 4 0 106 105 104 103 726.37' S47°29'01"E 99 100 B 98 97 102 101 6 4 0 P H O 2 W A-1 D/OS W P H O 3 A 4 5 96 95 94 93 92 640 630 6 4 0 2 3 4 5 A-19 D/OS & WATER QUALITY W 6 7 8 9 10 11 12 13 20 18 17 16 15 14 17 18 19 6 7 8 9 6 2 0 73 74 R-10 D/OS R 12 13 14 15 6 3 0 16 640 0 1 6 11 6 2 0 630 W P H / O / / 23 27 26 25 O H M N R A S IS 24 RIC T A-42 D/OS E L E C T R I C & T E L E P H O N E E A S E M E N T O H P 5 ' O H P O H P O H P N E / T / E N SI A S E O M P / / / / / / / / / / / O H P / / / / / / / / 31 30 29 28 E L E C T R I C & T E L E P H O N E E A S E M E N T O H P O H P // / O H P 5 ' / // / / / O H P / / / / O H P A-43 ROW DEDICATION / / / / / / / / / O H P O H P / / O H P / / / / / / 38 37 36 35 A A-33 34 32 D/OS O H P O H P / / / / / / / / / O H P / / / / / / O H P 0 3 6 / / / 40 39 41 6 1 0 O H P O H P / / / / / / O H P / / / / // O H P 620 / / / 620 630 610 6 3 0 630 P H O W E " 2' 6 5.8 0'0 7 4 0 ° 2 1 4 N P H O W P H O W 21 22 P H O W 5 P H O 0' E L C E W T 6 2 0 610 612 620 O H P /// / / / / / / W O H T O H P /// / / / W 1 23 22 21 6 4 0 20 640 630 6 2 0 91 90 89 88 B 87 86 85 84 83 82 81 B 75 76 77 620 78 80 79 R Y 0 0 1 600 600 1 0 0 R Y 0 0 R 1 Y 6 0 0 O H P / / / O H P / / / / / / O H P O H P / / / / / / / / / N 7 3 ° 1 6 ' 3 8 " W 2 7 2 4 . 2 7 ' 600 0 0 R R Y Y 5805 8 0 0 0 1 1 0 9 5 590 O H P O H P / // / / / O H P O H P / // / 1 0 0 Y R 100YR 100YR / / O H P O H P / / / 6 / 1 / / / / O H P O H P 600 B-108 / / ROW DEDICATION / 0 / / / / / / / 6 1 0 6 0 0 610 67 620 9 D 8 7 C-41 D/OS 640 5 4 6 R Y 0 0 1 R Y 0 0 1 68 B 69 O H P O H P / // / / / 6 2 0 71 70 O H P O H P / / / / / / O H P O H P / / / 6 / / / 3 0 / / / / / / 3 2 1 O H P O H P / / / 6 4 / / / 0 D-35 D/OS O H P O H P / / / / / / O H P O H P / // / / / /// 6 D-36 ROW DEDICATION OHP /// /// 0 5 O H P /// O /// H P 6 0 0 610 620 630 6406 4 2 6 6 4 4 0 0 ' W " 7 2 1 4 ° 7 2 S ' 0 6 . 3 4 7 620 630 ' W " 8 1 4 4 ° 7 2 S ' 6 0 . 0 4 6 6 2 0 ' W " 8 1 8 5 ° 8 2 S ' 5 2 . 4 2 2 ' ' 7 1 . 0 6 W " 3 5 0 3 ° W 8 2 " 8 'S 0 4 6 0 . 4 1 0 ° 8 1 2 S ' 1 0 0 Y R 620 630 9 8 7 6 5 4 3 2 1 17 16 15 14 13 12 11 10 9 8 7 6 5 29 28 D 27 26 25 24 23 22 21 20 18 17 16 15 14 13 12 11 10 N 6 2 0 100Y R R Y 0 0 1 3 2 N-1 D/OS 6 2 0 D-34 D/OS 33 32 31 30 620 6 2 0 630 ' W " 6 3 4 0 ° 8 2 S ' 8 9 . 3 4 6 1 D-19 D/OS 610 R Y 0 0 1 40 39 1 0 0 Y R 610608 1 0 0 Y R 41 42 43 44 45 6 2 0 C 23 22 21 20 19 6 1 0 6 1 0 18 16 24 C-17 D/OS 25 26 27 28 29 30 31 C 32 33 34 35 36 37 38 40 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 C 46 B 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 B 65 620 6 2 0 620618 66 630 72 630 620 2 3 4 5 630 M-1 D/OS 6 7 8 9 6 3 0 K-21 D/OS 10 11 K 12 2 3 12 11 4 J 5 6 3 0 6 7 6 4 0 1 13 640 10 9 8 630 7 6 I 5 4 8 9 10 11 6 4 0 3 2 I-1 D/OS 640 1 2 3 4 630 10 9 6 3 0 H-8 OS 7 H-6 D/OS H 5 31 H-32 OS 33 15 14 27 28 13 12 11 29 30 13 14 15 16 H 21 22 19 18 17 16 23 24 25 26 620 18 19 20 17 620 20 6 1 0 38 37 610 B 36 35 R 1 0 0 Y 34 33 32 31 R 100Y 30 29 28 100Y R D R A Z A N H S I O E N O O E R Z 6 6 0 0 0 0 37 36 35 34 630 15 B 16 17 18 19 11 12 13 14 620 610 608 610 6 2 0 100Y R 6 2 0 23 22 21 20 610 1 0 0 Y R 600 610 27 26 B-25 D/OS 24 R Y 0 0 1 Z D C W Q R Y 0 0 1 100YR 600 E S O P O R P Z G C W Q X I S I T I N E 600 B-10 D/OS Y 0 & WATER QUALITY 0 1 R N-4 D/OS 100YR SURVEY: TOTAL NO. OF LOTS: 626 NO. OF BLOCKS: 19 NO. OF SINGLE FAMILY LOTS: 597 NO. OF OPEN SPACE/DRAINAGE LOTS: 28 NO. OF AMENITY LOTS: 1 TOTAL LINEAR FOOTAGE OF STREETS: 23,024 LF LANFORD TRACT: DON L. LANFORD AND MURIEL A. LANFORD, CO-TRUSTEES OF THE DON AND MURIEL LANFORD LIVING TRUST (76.683 ACRES) VOL. 12650, PG. 160 76.71 ACRES OUT OF THE LUCAS MUNOZ SURVEY NUMBER 55, ABSTRACT A-513, IN TRAVIS COUNTY, TX WILLIAMS TRACT: WILLIAMS LTD. (88.279 ACRES) VOL. 8339, PG. 625 94.50 ACRES OUT OF THE LUCAS MUNOZ SURVEY NUMBER 55, ABSTRACT A-513, IN TRAVIS COUNTY, TX OWNERS: RR BRAKER VALLEY LP 100 CONGRESS AVENUE, SUITE 1450 AUSTIN, TX, 78701 PHONE: 949-680-5494 ENGINEER: BGE, INC. 1701 DIRECTORS BLVD, SUITE 1000 AUSTIN, TX 78744 PHONE: 512-879-0400 SURVEYOR: BGE, INC. 101 W. LOUIS HENNA BLVD, SUITE 400 AUSTIN, TX 78728 PHONE: 512-879-0400 . C N I , E G B 0 0 0 1 e t i u S l , d v B s r o t c e r i D 1 0 7 1 4 4 7 8 7 X T , I N T S U A 6 4 0 1 - F . o N n o i t a r t s g e R E P B T i 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 ENGINEER'S CERTIFICATION I, CHRISTOPHER R. RAWLS, P.E., AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS PLAN IS FEASIBLE FROM AN ENGINEERING STANDPOINT AND COMPLIES WITH THE ENGINEERING RELATED PORTIONS OF TITLE 25 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE AND IS TRUE TO THE BEST OF MY KNOWLEDGE. Y E L L A V R E K A R B S A X E T , I N T S U A N A L P L L A R E V O CHRISTOPHER R. RAWLS, P.E. LICENSE NO. 124994 C8-2020-0112 SHEET OF 7 1 4/4/22W W W W W W 4 5 ' 4 5 ' 4 5 ' 4 5 ' 12 1 2 0 ' 11 1 2 0 ' 10 1 2 0 ' 4 5 ' 4 5 ' 4 5 ' 5 0 ' 1 0 5 ' 16 1 2 0 ' 15 1 2 0 ' 24' 3 5 ' 4 ' 4 1 ' 14 1 2 0 ' 13 1 2 0 ' 4 5 ' 4 5 ' 4 5 ' S T A G I N G A R E A 2 1 4 ' W W P H O 9 2 ' ' P H O 8 0 0 1 R ' W 0 0 . 2 3 1 L P H O W ' 2 3 1 L-1 D/OS ' 0 5 W 0' 5 1' 3 9' 1 0' 5 W P H O P H O W P H O W 0' 5 0' 5 12 96' 94' 11 104' 10 105' 9 108' 8 112' 0' 5 0' 5 4 5 ' 4 5 ' 4 5 ' 7 3 ' 13 1 0 9 ' 14 1 2 0 ' 15 1 2 0 ' 17 1 2 0 ' 16 1 2 0 ' 4 8' 4 2 ' 3' 8' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' L 4 5 ' 20 1 2 0 ' 19 1 2 0 ' 18 1 2 0 ' 4 5 ' 4 5 ' 4 5 ' 34' ' 5 1 R 5 0' 2 8 ' 10 5' '1 0' 5 8 1 ' 11 8 ' 2 3' 3 6' 4 0' 5 111' 10 120' 9 6 2 ' 1 2 ' 3 7 ' 1' 0' 3 0' 5 0' 5 120' 8 120' 7 6' 2 4' 2 2' 3 8' 1 3 7 ' 0' 5 8 5 ' 24 ' 12 1 0 9 ' 4 5 ' 5 0 ' S S 5 0 ' A ) P W O R R E D ' 0 U 5 T ( S 3 3 ' 3 3 11' ' 5 2 ' 13 1 1 7 ' 14 1 4 2 ' 15 1 5 8 ' 16 1 4 9 ' 5 5 ' 17 1 1 9 ' 4 5 ' 4 5 ' 5 5 ' 4 5 ' 4 5 ' 22 1 2 0 ' 21 1 2 0 ' 23 1 2 0 ' 5 5 ' E V I ) R D W O R S 1 0 5 ' I 1 0 5 ' 1 3 1 2 0 ' 2 1 2 0 ' V ' 0 A 5 ( R G 4 0 '24' 4 5 ' 4 5 ' 24' 4 0 ' 4 5 ' 4 5 ' 4 5 ' 1 7 7 6 . 0 6 ' S 7 3 ° 4 2 ' 5 6 " E 4 5 ' 4 5 ' 5 1 2 0 ' 4 1 2 0 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 7 1 2 0 ' 6 1 2 0 ' 8 1 2 0 ' 1 2 0 ' 9 Q 4 5 ' 4 5 ' 4 5 ' 4 5 ' H U D S O N V A L L E Y B E N D R O W ) 4 5 ' ( 5 0 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 6 1 1 0 ' 5 1 1 0 ' 4 5 ' 4 5 ' 9 1 1 0 ' 8 1 1 0 ' 4 5 ' 7 1 1 0 ' P 2 5 ' 2 0 ' 1 5 ' 3 0 ' 1 0 ' 3 5 ' 1 5 ' 4 5 ' 4 5 ' 1 1 0 ' 1 1 0 ' 11 10 1 1 0 ' 5 ' 4 0 ' 4 5 ' 0 ' P-52 0 ' D/OS 13 1 1 0 ' 12 1 1 0 ' 3 0 ' 1 5 ' 3 5 ' 1 0 ' 4 0 ' 5 ' 4 5 ' 1 1 0 ' 51 1 1 1 1 0 0 ' ' 53 1 5 ' 5 0 ' 5 0 ' 1 1 0 ' 50 P 5 0 ' 1 1 0 ' 55 1 1 0 ' 56 5 0 ' 5 0 ' 1 1 0 ' 54 5 0 ' 1 1 0 ' 57 1 1 0 ' 58 5 0 ' 5 0 ' 4 5 ' 4 5 ' 4 5 ' 3 1 1 0 ' 2 1 1 0 ' 4 1 1 0 ' 4 0 ' 4' 2 1 9 5 ' 3 0 ' 1 5 ' 3 5 ' 1 0 ' 2 5 ' 2 0 ' 4 0 ' 5 ' 5 5 ' 1 1 0 ' 59 1 1 0 ' 60 5 0 ' 5 0 ' 8 5 ' 1 1 0 ' 61 39' 3 5 ' R 5 0' 40' 5 0 ' 5 0 ' 3 5 ' 1' 1 9' 5 9 5 ' 18 9 0 ' M 19 1 0 4 ' 1 1 3 ' 20 1 2 0 ' 21 5 0 ' 5 0 ' 2 5 ' 51' 51' 5 0 ' 4 7 ' 24 ' 5 5 ' 1 3 2 ' 25 26 51' 54' ' 9 1 5 0 ' 5 0 ' 1 2 2 ' 24 1 2 0 ' 23 1 2 0 ' 22 3 5 ' 5 0 ' 5 0 ' 5 0 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 15 1 1 0 ' 14 1 1 0 ' 17 1 1 0 ' 16 1 1 0 ' 1 5 ' 3 0 ' 2 0 ' 2 5 ' 2 5 ' 2 0 ' 19 1 1 0 ' 18 1 1 0 ' 3 1 ' 1 4 ' 4 5 ' 1 1 0 ' 47 1 1 0 ' 48 1 1 0 ' 49 5 0 ' 5 0 ' 5 0 ' W A T K I N S G L E N W A Y R O W ) 5 0 ' ( 5 0 ' 5 0 ' 4' 2 5 3 ' 6 0 ' 5 1 2 4 ' 6 1 3 4 ' 7 1 0 6 ' 46 0' 11' 4 0 ' ' 8 9 45 ' 4 5 37' R50' 5 0 ' 24 ' 8 2 ' 8 1 4 4 ' 79' 42' 9' 51' 60' S-12 D/OS & WATER QUALITY ' 8 4 4 8 9 ' 24 '2 21 9 ' 4 ' 4 5 ' 4 5 ' 7 6 ' P 20 1 1 0 ' 4 6 ' 1 7 ' 0 22 1 1 1 ' 23 3 6 ' 1 0 ' 4 5 ' 1 1 0 ' 24 1 6 ' 1 9 ' 1 3 ' 3 ' 4 2 ' 4 5 ' 44 98' 1 5 ' 3 0 ' 7 0 ' D A N O P S S E C C 9 8 ' 43 7 ' 1 ' 0 2 1 1 4 5 ' P-42 D/OS 4 5 ' 1 1 0 ' 25 4 5 ' 1 5 ' 1 1 1 0 ' 1 0 ' 26 4 5 ' 2 ' 0 ' 1 1 27 6 7 ' 1 9 ' 2 6 ' 4 5 ' 4 5 ' ' W " 7 2 1 4 ° 7 2 S ' 0 6 . 3 4 7 4 5 ' 1 1 0 ' 11 4 5 ' 0 ' 1 1 10 65' 2 9 ' 1 3 ' ' 1 4 P ' 5 ' 0 4 ' 0 3 ' 5 1 ' 5 3 ' 0 1 ' 0 4 ' 5 ' 5 5 1 1 6 ' 28 120' 29 30 120' 31 120' 32 120' 33 120' 34 105' I E V R D Y E L L A V T N E M U N O M ) W O R ' 0 6 ( 5 9 ' ' 7 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 0 4 24' 4 9 ' '14' ' 7 4 4 3 ' 2 9 ' 2 1 ' S S A P E G R O G L A Y O R ) W O R ' 0 5 ( 4 4 ' ' 5 ' 0 5 ' 0 5 ' 0 5 ' 5 4 2 4' 41 1 3 2 ' 40 1 2 4 ' 39 120' 38 120' 37 120' 36 120' 35 105' 5 5 ' ' 5 ' 0 5 ' 0 5 ' 0 5 ' 5 4 24' 50' M 37 4 120' 3 120' 2 120' 1 105' ' 0 5 O ' 0 5 ' 0 5 ' 0 6 9 120' 10 120' 11 120' 12 105' S S A P K C W N A T S I ) W O R ' 0 5 ( 5 5 ' ' 0 5 ' 0 5 ' 0 4 11' 11' 4 0 ' 2 4 ' ' 6 2 ' 0 5 ' 0 5 ' 5 4 2 4' 1' 5 5 0 ' 5 0 ' 27 130' 28 125' 29 115' 0' 2 1 1 1 3' ' 6 6 30 1 0 6 ' MM M ' 8 4 1 5 ' 0 ' R 5 3 4' 43 ' 1 ' 31' 1 1'1 31 4' 1 1 ' 0 1 1 32 OZARK GLEN DRIVE (50' ROW) 50' 50' 50' 50' 50' 50' 50' 50' 7'24 ' 4' 2 ' 2 4 33 ' 0 2 1 34 ' 0 2 1 35 ' 0 2 1 36 ' 0 2 1 ' 0 2 1 38 ' 0 2 1 39 ' 0 2 1 40 ' 0 2 1 41 ' 0 2 1 42 ' 0 2 1 81' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 0' 5 0' 5 D N E Y B E L ) W L A O N V 0' R O S D U H 5 ( 0' 5 0' 5 120' 6 120' 5 0' 5 M 0' 5 0' 6 0' 6 0' 5 120' 4 120' 3 0' 5 ' 4 1 2 3' 120' 2 116' P H O 9' 3 4 W P H O W 6' 1 4' 4' 3 3 7 115' 6 116' L W P H O W 5 116' 0' 0' 5 5 0' 0' 5 P H O W 0' 0' 5 0' 5 67' 4 117' 3 117' 2 115' 40' 0' 4 0' 4 3 0' 0' 5 0' 5 0' 5 E. BRAKER LANE (120' ROW) E " 0' 7 W 8'0 8.0 P 4 H 6 ° O 8 2 4 N 3 9' P H O W W P H O 67' 3 9 P H O ' W E-31 D/OS W P H O 9 ' 5 24 W 4' 5 PAR M ER LANE CA M ER O N RD H W Y 2 9 0 SUBJECT TRACT BLUE GOOSE RD VICINITY MAP N.T.S. C.O.A. GRID NO. P29, P30 MAPSCO PAGE 527H, 527L, 527M R P A E T A D I I N O T P R C S E D V E R DESIGNED BY: AWS REVIEWED BY: CRR DRAWN BY: SAM . C N I , E G B 0 0 0 1 e t i u S l , d v B s r o t c e r i D 1 0 7 1 4 4 7 8 7 X T , I N T S U A 6 4 0 1 - F . o N n o i t a r t s g e R E P B T i 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 0 50' 100' 200' SCALE: 1" = 100' 100YR /// /// OHP OHT W P H 9' O 5 2 P H O W W P H O P H O W 0' 5 4' 1 6' 3 W P H O 0' 5 0' 5 106' E 5' 7 23 107' 22 117' ' 5 4 1 8 '1 ' 3' 3 21 116' 20 116' 0' 5 0' 5 0 ' 6 51' 25 50' 344' 50' 6' 3 1 27 3' 3 1 28 50' 52' 8' 2 1 29 1' 2 1 26 40' 1 2 0 ' 31' 3 0' ' 0 5 R 3'11' 50' 50' 8' 11' 42' CRAWFORD GLEN DRIVE (50' ROW) 17' 45' 23 46' 0' 6 95' 22 ' 3 9 5' 3 0' 5 120' 21 0' 5 120' 20 120' 24 120' 5' 4 5' 0' 4 0' 1 5' 3 25 120' 26 120' 5' 4 5' 4 5' 4 27 120' 28 120' 29 120' 30 120' 5' 4 5' 4 5' 1 0' 3 0' 2 5' 2 5' 2 0' 2 31 120' 32 120' 33 120' 19 116' 18 116' 0' 5 0' 5 W P H O W ) S 0' 5 0' 5 P H O W 0' 5 A RIE W V O D R ( A O N R O R E M A C P H O W P H O 0' 5 W 0' 5 17 115' 16 115' 0' 5 0' 5 15 115' 0' 5 0' 5 0' 5 120' 19 120' 18 F 0' 5 120' 17 0' 5 120' 16 80.47' W P H O E " 4' 6 0'0 1.5 2' 4 P 7 7 ° H 8 8 2 O W 4 N W P H O 0' 5 W 0' 5 W P H O P H O 14 115' 0' 5 5' 1 0' 5 13 115' E-12 D/OS 114' 11 114' 0' 5 E 0' 5 A RIV SIN D ) W O O B 0' R H A P A R A 5 ( 0' 5 5' 1 0' 5 0' 5 120' 15 0' 5 120' 14 0' 3 5' 1 5' 3 0' 1 0' 5 5' 1 120' 13 120' 120' 11 0' 4 5' 5' 4 F-12 D/OS 6' 4 10 114' 0' 5 9 114' 0' 5 8 114' 0' 5 7 113' 0' 5 0' 5 E A 0' 5 RIV SIN D ) W O O B 0' R H A P A R A 5 ( 0' 5 0' 5 120' 10 0' 5 120' 9 0' 5 120' 8 4' 2' 4 8' 8' 3 2' 1 4' 3 0' 5 120' 7 0' 5 120' 6 6' 1 0' 3 0' 2 6' 2 37 120' 38 120' 0' 5 120' 5 120' 4 39 120' 4' 2 2' 2 8' 2 8' 1 40 120' F 41 120' 34 120' 5' 1 6' 4 35 120' 36 120' 6' 4 6' 4 6' 4 6' 4 E 6' 4 6' 4 RIV H D C T ) O W N N O 0' R O S R E F F E J 5 ( W P H O 0' 5 W 0' 5 P H O W 0' 5 E W P H O 0' 5 6 113' 5 113' W 0' 5 P H O W 0' 5 4 113' 0' 5 M P 9 1 : 3 0 : 1 2 2 0 2 / 4 / 4 : d e t t o P l 2 F O 1 : t u o y a L g w d . M L R P P S C - 7 5 9 6 \ y r a n m - - i i l e r P _ 1 0 \ s t h S _ 1 0 \ D D A C _ 3 0 \ y e l l a V _ r e k a r B _ 0 0 - 7 5 9 6 \ n o t r o H R D \ s t c e o r P C X T \ j \ : G 732' 68' 3 4 ' 0' 3 0' 3 5' 2 1 30 2' 5 33' 1' 2 26' 2 1 ' 4' 3 5' 4 5' 4 1' 9 1 1' 9 1 1' 9 1 ' 5 0' 3 61' 1 4' 2 1 4' 4 4' 3 21' 37' 50' 2 2' 2 1 50' 3 9' 1 1 50' 50' 60' 4 115' 6 2 ' 1' 9 1 149' 25' 26' 32' 17' 149' 49' G-20 AMENITY 60' 5 117' 50' 50' 50' 6 119' 50' 7 120' 50' 4 2 16' ' 49' 0' 9 1 120' 3' 49' 50' 2 120' 4 46' 2 ' 16' 110' 110' 0' 11 7' 2 E RIV N D O ) W Y O N 0' R A 5 ( 0' 5 0' 5 RIS C H C 2' 5 1 13 M-1 D/OS 911' E. B R A K (120' R O W) E R L A N E K-21 D/OS 50' 50' 25' 25' 8 120' 50' 9 120' 50' C R A W F O 50' R (50' R D G L 50' 50' 10 120' 11 120' K 50' O E N D W) 50' RIV E 50' 50' 50' 12 120' 120' 19 120' 5' 4 5' 4 18 120' 17 120' 5' 4 5' 4 16 120' 15 120' 14 120' 120' 12 120' 5' 1 5' 3 5' 3 0' 1 5' 4 5' 4 G-13 D/OS 10' 5' 4 5' 1 0' G 3 0' 3 0' 2 5' 2 5' 2 5' 2 0' 2 0' 3 0' 3 120' 27 120' 28 120' 29 120' 30 120' 0' 5 0' 5 31 120' 110' 32 120' 5' 5 0' 2 0' 5 5' 0' 4 0' 1 5' 3 5' 1 0' 3 0' 2 33 120' 0' 5 34 120' 35 120' 0' 5 0' 5 E 5' 4 5' 4 RIV H D C T O ) N N W O O 0' R S R E F F E J 5 ( 5' 4 5' 4 5' 4 5' 4 0' 2 5' 4 5' 4 11 120' 10 120' 5' 4 5' 4 9 120' 8 120' 5' 4 5' 4 7 120' 6 120' 5' 2 5' 2 0' 2 0' 3 0' 5 36 120' 37 13 120' 50' 50' 50' 14 120' 50' 15 120' 50' 50' 45' 16 120' 17 120' 45' 45' 45' 45' 18 120' 45' 49' 5' 20 100' 19 120' 35' 24' 32' 18' 3' 4 1 12 3 120' 50' 0' J 50' 4 120' 50' 5 120' 9' 41' 8' 7' 2 1 11 42' 13' 31' 120' 10 120' 9 42' 3' 55' 120' 8 105' 50' 6 120' 43' 2 ' 4 7 105' 2 4' 50' 8' 47' ' 50' 4 2 5' 4 85' 6 0' 6 136' 5 0' 6 120' 4 15' 1' 3 I 0' 3 7' 1 2' 7' 4 9' 49' 1' 45' 8 132' 45' 9 123' 10 111' 11 99' 45' I-1 0' 6 115' 3 55' 5' 0 1 5' 0 1 2 8' 1 1 5' 0 1 45' 45' 110' 16 45' 45' 4 40'2 ' 95' 19 110' 18 55' 110' 17 45' 23' H 23' 21 110' 22 110' 54' 95' 20 110' 2 ' 40' 4 REALITOS RUN (50' ROW) 68' 40' 24' S S G 45' E P A O W) P O A (50' R 116' 7 136' 110' 15 31' 31' 14' 45' 110' 14 31' 31' 14' 110' 13 31' 31' 14' 2 4 ' 35' 45' 45' 110' 12 31' 31' 14' 110' 11 31' 31' 14' 110' 10 31' 31' 14' 25 110' 26 110' 45' 45' 45' 45' 45' HOLIMONT DRIVE (50' ROW) 45' 45' 45' 23 110' 24 110' 45' 45' 110' 35 110' 34 50' 110' 33 50' 110' 50' 3 4' 109' 110' 39 40 109' 109' 50' R Y 0 0 1 243' 110' 38 50' 100YR 50' 62' B 110' 36 110' 37 R 63' Y 0 0 1 R 1 0 0 Y R Y 0 0 1 1 0 0 Y R 100YR 47' 42' 6' 3 1 1 0 0 Y ' 9 2 R 1 N-4 D/OS ' 5 0 1 100YR R Y 0 0 1 R Y 0 ' 2 5 0 1 ' 0 8 ' 6 6 29' '39' 2 2 7' 3 11' 47' ' 2 3 ' 5 12' 135' 3 169' 2 172' N-1 138' D/OS E. BRAKER LANE (120' RO W) 100 3 Y R 7 ' 25' 0' 9 93' 41 110' ' 2 1 5' 4 5' 4 30' R Y 0 0 1 3' 3 5' 4 5' 4 42 110' 43 14'4 2 ' D-34 D/OS 6' 2 49' 49' 45' 8' 5 151' 31' 15' 33 5' 2 1 3' 5 32 5' 2 1 31 7' 0 1 2 4' 40' 45' 4 ' 2 11'14' 35' FAIRMEADE DRIVE 82' 30 101' 3 97' '69' ' 2 2 2 2 ' 7 1 ' 7 2 29 1 1 1 ' AUSTIN ENERGY NOTES: 1. 2. ON ANY FINAL PLATS OUT OF THIS PRELIMINARY PLAN, A FIFTEEN (15') FOOT PUBLIC UTILITY ALL LOTS LABELED AS OPEN SPACE WILL ALSO BE DEDICATED AS PUBLIC UTILITY EASEMENTS. 3. 4. 5. 6. EASEMENT SHALL BE DEDICATED ALONG BRAKER LANE. A TEN (10') FOOT PUBLIC UTILITY EASEMENT SHALL BE DEDICATED ALONG ALL OTHER STREETS IN THIS SUBDIVISION 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. A TWENTY-FIVE (25') AERIAL TRANSMISSION EASEMENT SHALL BE DEDICATED ALONG CAMERON ROAD. A TWENTY-FIVE (25') PUBLIC UTILITY EASEMENT SHALL BE DEDICATED ALONG BLUE GOOSE ROAD. 7. OWNER MAY NOT PLACE, ERECT, CONSTRUCT, OR MAINTAIN WITHIN THE ELECTRIC TRANSMISSION EASEMENT: · · · ANY PERMANENT STRUCTURES, INCLUDING, BUT NOT LIMITED TO HABITABLE STRUCTURES SUCH AS HOMES, MOBILE HOMES, GARAGES, OR OFFICES, ANY STRUCTURE OF ANY KIND IN SUCH PROXIMITY TO THE ELECTRIC TRANSMISSION OR DISTRIBUTION LINES, POLES, STRUCTURES, TOWERS, OR APPURTENANT FACILITIES AS WOULD CONSTITUTE A VIOLATION OF THE NATIONAL ELECTRIC SAFETY CODE IN EFFECT AT THE TIME THE STRUCTURE IS ERECTED, NOR ANY STRUCTURES, INCLUDING BUT NOT LIMITED TO, FENCES, STORAGE SHEDS, DRAINAGE, FILTRATION OR DETENTION PONDS WHICH WOULD IMPAIR AUSTIN ENERGY'S ACCESS TO THE TRANSMISSION EASEMENTS OR ITS LINES, POLES, STRUCTURES, TOWERS OR APPURTENANT FACILITIES IN THE EASEMENTS. Y E L L A V R E K A R B S A X E T , I N T S U A 2 F O 1 N A L P Y R A N M I L E R P I C8-2020-0112 SHEET OF 7 2 2 8 7 ' S 4 1 4 ' 9 1 2 4 ' 8 1 1 3 ' 7 110' 6 110' 5 110' 4 110' 3 110' 2 110' 1 ' 6 6 ' 1 6 ' 8 5 ' 5 4 ' 5 4 ' 0 2 ' 5 2 ' 5 4 ' 5 4 ' 5 5 ' 7 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 3 1 ' 7 3 ' 0 5 ' 5 4 ' 5 4 ' 5 4 ' 2 ' 0 6 ' W " 8 1 4 4 ° 7 2 S ' 6 0 . 0 4 6 ' W " 8 1 8 5 ° 8 2 S ' 5 2 . 4 2 2 ' W " 3 5 0 3 ° 8 2 S ' W " 8 4 0 1 ° 8 2 S ' 7 1 . 0 6 ' 0 6 . 4 0 1 95' 95' 17 110' 16 110' 15 110' 14 110' 13 110' 12 110' 11 110' 10 110' 9 109' 8 108' 7 107' 6 106' 5 105' N 100Y R 3 8 ' ' 7 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 0 4 2 4' ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 0 5 ' 5 4 ' 5 4 ' 5 4 ' 0 5 ' 7 7 6 I E V R D Y E L L A V T N E M U N O M ) W O R ' 0 6 ( 4/4/22PAR M ER LANE CA M ER O N RD H W Y 2 9 0 SUBJECT TRACT BLUE GOOSE RD VICINITY MAP N.T.S. C.O.A. GRID NO. P29, P30 MAPSCO PAGE 527H, 527L, 527M 0 50' 100' 200' SCALE: 1" = 100' W P H O P H O W 0' 5 E 0' 5 6 113' 5 113' W 0' 5 P H O W 4 113' 0' 5 0' 5 0' 5 P H O 5' 1 1 W P H O 3 112' 0' 5 2 112' 0' 5 113' 0' 5 0' 5 120' 7 0' 5 E A 0' 5 RIV SIN D ) W O O B 0' R H A P A R A 5 ( 0' 5 0' 5 120' 6 0' 5 120' 5 120' 4 0' 5 120' 3 0' 5 120' 2 5' 4 2 4' 120' 1 105' 6' 3 0' 1 0' 4 5' 5' 5 37 120' 6' 4 6' 1 0' 3 0' 2 6' 2 4' 2 2' 2 38 120' 39 120' 8' 2 8' 1 2' 3 4' 1 40 120' F 41 120' 42 120' 6' 4 6' 4 6' 4 E 6' 4 6' 4 RIV H D C T ) O W N N O 0' R O S R E F F E J 5 ( 5' 4 5' 4 5' 4 120' 9 120' 8 120' 5' 4 5' 4 5' 4 5' 3 5' 1 0' 3 0' 2 7 120' 6 120' 5 120' 5' 2 5' 2 0' 2 0' 3 36 120' 37 120' 38 120' 5' 1 G 5' 3 0' 1 0' 4 43 120' 44 120' 6' 4 5' 4 5' 4 5' 4 4 120' 3 120' 0' 6 3 9' 15' E " W 9' 6 0'0 9.4 P H 4 O 0 ° 3 2 4 N W 1 97' 5' 4 24' 45 105' 0' 4 24' 5' 5 2 4' 2 120' 1 105' 39 120' 0' 5 40 120' 41 120' 0' 5 RIS C H C 0' 5 5' 5' 4 5' 4 5' 5' 6 42 105' 0' 5 24' REALITOS RUN (50' ROW) 392' P H O ' 3 9 15' W B-1 0' 2 5' 1 D/OS W 9 P H O 40' P H O 45' W P H O W 2 0' 2 1 3 0' 2 1 4 0' 2 1 B 0' 2 1 5 45' 45' 45' 6 0' 2 1 7 0' 2 1 45' 45' 8 0' 2 1 9 0' 2 1 45' 45' N47°04'39"W 726.13' 326' 0' 5 0' 5 0' 5 E RIV N D O ) W Y O N 0' R A 5 ( 5' 0 1 41 2 4' 40' 4 2 '35' 5' 0 1 1 0' 2 1 45' 2 0' 2 1 50' 5' 40' 5' 0' 2 1 40 0' 2 1 39 45' 45' 120' 0' 5 0' 6 34 120' 35 120' 0' 5 0' 5 120' 4 15' 1' 3 I 0' 3 7' 1 2' 7' 4 8 132' 45' 9 123' 10 111' 11 99' 45' I-1 D/OS 71' 35' 45' 45' 45' HOLIMONT DRIVE (50' ROW) 45' 45' 45' 0' 6 115' 3 55' 5' 0 1 5' 0 1 5' 0 1 2 4' 2 8' 1 1 101' 110' 14 31' 31' 14' 110' 13 31' 31' 14' 110' 54' 23 110' 45' 45' 45' 110' 12 31' 31' 14' 110' 11 31' 31' 14' 24 110' 25 110' 45' 45' 110' 10 31' 31' 14' 110' 9 31' 31' 14' 26 110' 27 110' 45' 45' 62' B 110' 36 R 63' Y 0 0 1 110' 35 110' 34 50' 110' 33 50' 110' 32 50' 110' 31 50' R 100Y SUNGWOO PATH (50' ROW) 101' 3 1' 0'4' 1 8' 3 R 5 0' 39' 33' 2 1' 45' 3'10 ' 3 0' 2 1 4 5' 0 1 110' 7 95' H-6 D/OS 69' 110' H-8 OS 31' 31' 14' 31' 30 110' 38' 7' 42' 31 110' 28 110' 45' 45' REALITOS RUN (50' ROW) 45' 29 110' 45' 1 0 7 ' 5 H 20' 38' H-32 OS 110' 62' 110' 30 50' 110' 29 50' 110' 28 50' R 1 0 0 Y 40' 5' 45' 7' 38' 0' 2 1 38 0' 2 1 37 45' 45' 45' 52' 41' 45' 4' 33 55' 0' 2 1 36 0' 2 1 35 0' 2 1 34 0' 8 58' 19' 13' 45' 26' 3 7' 110' 27 50' 110' 26 50' 50' 110' B-25 D/OS 110' 24 48' R 100Y R Y 0 0 1 110' 23 45' 45' 30' 30' 45' 108' 22 121' 21 82' 1 0 0 Y R R50' 1 1 2 ' 20 64' 19 1 1 6 ' 79' 5' 45' 0' 2 1 11 0' 2 1 12 0' 2 1 30' 15' 45' 13 0' 2 1 14 0' 2 1 45' 45' 15 0' 2 1 B 16 0' 2 1 45' 45' 17 0' 2 1 18 9' 0 1 45' 45' 30' R Y 0 0 1 3' 3 93' 41 110' ' 2 1 5' 4 5' 4 5' 4 5' 4 42 110' 43 110' 5' 4 5' 4 44 110' 45 110' 5' 4 5' 4 B 46 110' 5' 4 47 110' 48 110' 5' 4 5' 4 5' 4 5' 1 5' 4 ) E V I R D Y E L L A V T N E M U N O M W O R 0' 6 ( 5' 4 5' 4 5' 4 5' 4 R Y 0 0 1 5' 4 5' 4 5' 4 R Y 0 0 1 5' 4 5' 4 5' 4 5' 4 5' 4 5' 4 49 110' 110' 50 110' 51 110' 52 110' 53 110' W P H O W P H O W W P H O P H O W W P H O P H O W W 40' P H O 5' 9 B-107 0' 2 D/OS 1 W P H O P H O 3 9' W 15' 45' 45' 45' 106 0' 2 1 105 0' 2 1 45' 104 0' 2 1 45' 45' 103 0' 2 1 102 0' 2 1 W P H O ' 15' 3 9 W 45' 45' A-1 0' 5' 3 1 0 D/OS 1 P H O 2 0' 3 1 3 40' W 45' 45' 45' 45' 45' A 45' 0' 3 1 4 0' 3 1 5 5' 5 5' 4 45' 45' 45' 0' 3 E " 1' 1 6'4 8.4 3 9 ° 2 2 4 N 6' 4 4 E " 7 6' 1'1 7.8 4 4 ° 1 2 4 N 1 0 0 Y R 100Y R 100Y R B-10 D/OS & WATER QUALITY 100YR R Y 0 0 1 45' 726.37' S47°29'01"E 45' 45' 101 0' 2 1 100 0' 2 1 45' 45' B 45' 45' 98 0' 2 1 45' 45' 97 0' 2 1 96 0' 2 1 45' 95 0' 2 1 99 0' 2 1 45' 45' 45' 45' 45' 94 0' 2 1 93 0' 2 1 45' 92 0' 2 1 11' 30' 40' 4 4 ' 91 ' 0 2 1 1 2 0 ' 90 1 2 0 ' 89 1 2 0 ' 88 B 5 5 ' 55' 55' 4 8 ' 0' 45' 2 55' 73' 87 1 2 0 ' 86 ' 0 2 1 85 ' 0 2 1 83 9' 1 1 82 130' 84 0' 2 1 45' 15' 47' 4 0 ' 8 ' 70' 1 3 ' 3 2 ' 4 3 ' 43' 43' 43' 14'7' 3 ' 3 39' 1 1 7 ' 81 5 ' 1 1 R Y 0 0 1 45' 1' 42' 45' 21 ' 4 0 ' 3' 2 4 1' 1 5 ' 62' B 62' 9 8' ' 74 1 2 0 ' 75 ' 0 2 1 1 2 0 ' 73 76 5' 3 1 7' 3 37' 3 9 ' 6 0' R 3 ' 1 3 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O H P 3 / // 4 5 0 ' O H P / / / / / / 5 0 ' O H P / / / O H P A-43 ROW DEDICATION / / / / / / / / / / / / /// / / / 5 5 ' O H P / // / / / O H P 5 0 ' O H P // / / / / ' 6 3 1' 0' 30' O H P O H P O H P / / / / / / O H P O H P / / / / / / / / / / / / O H P / / / / / / 4 2' O H P O H P / // N 7 3 ° 1 6 ' 3 8 " W 2 7 2 4 . 2 7 ' / / / O H P / / / / / / O H P / / / / / / R Y 0 0 1 100YR R Y 0 0 1 O H P O H P O H P O H P / / / / // O H P B L U E G O O S E R O A D R R Y Y 0 0 0 0 1 1 / / / / / / / / / / / / O H P O H P / / / / / / O H P / // O H P 100YR O H P ( R O W V A R I E S ) // / / / / / / / O H P O H P / / / // O H P 1 0 6 0 ' 1 0 0 Y R O H P / / B-108 ROW DEDICATION / / / / / / / / / 1 1 0 4 ' O H P // O H P / / / / / / 100YR 100YR 100YR 100YR W P H O W W P H O P H O W W P H O E " 2' 6 5.8 0'0 7 4 0 ° 2 1 4 N W P H O P H O W ) S A RIE W V O D R ( A O N R O R E M A C W P H O P H O 6' 2 P H O W P H O W 0' 2 1 W 22 3' 2 1 W P H O 1 2 3' W 5 0' E L E C T 21 117' 1 ' 6 1 23 A-19 D/OS & WATER QUALITY 5 2 ' 4 5 ' 1 2 0 ' 12 1 1 8 ' 13 51' 57' 57' 4 5 ' 1 1 ' 5 0 ' 44' 44' 1 6 8 ' 18 17 1 4 1 ' 16 1 2 0 ' 1 2 0 ' 15 14 4 3 ' 1 8 '23' 5 0 ' 5 0 ' 5 0 ' 4 5 ' 5 5 ' 9 5 ' 9 5 ' 39' 3 0 ' 0 ' S T A G I N G A R E A 101' 1 4 6' 20 1 1 6 ' S S E C C A D N O P 1 2 5 ' 8 ' 3 R 6 0' 6' 3 3 6 ' 3 5' 35' 11' 3 8 ' 5 0 ' 5 0 ' 5 0 ' 5 0 ' 31 1 2 0 ' 30 1 2 0 ' 5 0 ' 5 0 ' 29 1 2 0 ' 28 1 2 0 ' 141' 24 1 2 3' RIC T R A N S M IS SI O N E A S E M E N T 4 5' W P H O O H P // / W A-42 D/OS O H P P H O / / / / // 88.59' O H T O H P W /// O H P O H P O H P O H P / / / O H P / / / / / / O H P E L E C T R I C & T E L E P H O N E E A S E M E N T / / / / / / / / / // / 5 ' / / / 27 1 2 0 ' 26 1 2 0 ' 25 1 2 1 ' 5 0 ' 5 0 ' E L E C T R I C & T E L E P H O N E E A S E M E N T O H P O H P 5 ' 5 2 ' O H P O H P / / / / / / O H P / / / / / / / / / / / / 9 7 ' O H P / // / / / O H P O H P / / / / / / 5 0 ' O H P O H P / // / / / O W 4' T . R 4 X I S 5 0 ' O H P / / / / / / E 100 Y R 100Y R R Y 0 0 1 1 0 0 Y R 5' 4 5' 4 4' 5 4' 54 115' 55 115' 56 115' 57 115' 58 115' 59 115' 60 115' 61 115' 62 115' 63 115' 64 115' 115' ' 2 5 ' 2 5 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 1 5 4' 3 1' 1 ' 4 4 ' 8 ' 6 3 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 4 4 ' 8 2 1 5 ' 5 0 ' 9 4' 27' ' 8 5 B 65 1 2 1 ' 67 1 1 3' 5 3 ' 66 3 8' 54' 6 ' 24' 2 8 '12' 1 0 0 Y R 1 0 2 ' 68 ' 0 3 0' 4 3 5 ' 3 5' 4' 0 1 7 6 ' 128' B 69 4 6 ' 7 9 ' R60' 24 ' 8'1 1 ' 0'1 2 5 1' 1 0 2 ' 71 4 5 ' O H P 35' 70 8 4 ' O H P / / / 8 1 ' O H P / / / 72 1 1 4 ' O H P / / / 5 0 ' O H P O H P 1 0 6 6 ' ' ' 33' / / / / / / / / / R O W 100YR 100YR O H P / / / O H P / / / / / / O H P / / / O H P / // O H P / / / / / / 0 . 2 4 O H P / / / 4' O H P O H P / / / O H P / / / / / / / / / / C E N T E R L I N E - E X I S T . / / / / / 0' 9 14' 6' 2 49' 49' D-34 D/OS 45' 8' 5 (120' RO W) 151' 31' 15' 33 5' 2 1 3' 5 32 5' 2 1 31 7' 0 1 97' '69' ' 2 4' 40' 45' 4 ' 2 11'14' 35' FAIRMEADE DRIVE (50' ROW) 108' 23 3 5 ' 4' 2 0' 4 0 ' 5 R 82' 30 101' 3 1 ' ' 0 4 1'10' '1 7 2 D ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 2 3 1 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 29 1 1 1 ' 28 111' 27 120' 26 120' 25 120' 24 120' 23 120' 22 120' 21 120' 20 120' D-19 D/OS 112' 18 120' 17 120' 16 120' 15 120' 14 120' 13 120' 12 120' 11 120' 10 120' 9 120' 120' I Y A W S N A L P H S N A P S I ) W O R ' 0 5 ( ' W " 6 3 4 0 ° 8 2 S ' 8 9 . 3 4 6 1 1 1' 2 2 2 2 ' 7 1 ' 7 2 ' 9 6 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 9 3 1 ' ' 9 3 1 9 3 1 ' 9 3 1 ' ' 8 3 8 3 ' ' 5 4 5 4 ' ' 5 4 5 4 ' ' 5 4 5 4 ' ' 5 4 5 4 ' ' 5 4 5 4 ' ' 5 4 5 4 ' ' 5 4 5 4 ' ' 5 4 5 4 ' ' 5 4 5 4 ' 6 7 ' ' 6 7 6 7 ' 1 0 1 ' ' 1 0 1 1 0 1 ' 5 3 ' 6 4 ' 6 4 ' 6 4 ' 6 4 ' 6 4 ' 5 1 ' 0 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 5' 16' 5' 4 5' 4 C 5' 4 5' 4 5' 5' 4 4 5' 1 5' 4 93' 18 98' 99' 16 104' 15 108' 14 113' 13 154' 22 163' 21 171' 20 180' 19 ' 5 4 C-17 D/OS ' 5 4 ' 4 1 ' 1 3 ' 4 1 ' 1 3 ' 4 1 ' 1 3 ' 4 1 ' 8 2 ' 0 '1 7 2' 4 ' 3 ' 8 4 ' 0 1 ' 6 5 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 5 4 ' 1 4 2 4 ' 117' 12 116' 11 115' 10 115' 9 115' 8 115' 7 115' 6 115' 5 115' 4 115' 3 115' 2 C ' 2 3 ' 3 1 ' 2 3 ' 3 1 ' 2 3 ' 3 1 ' 2 3 ' 3 1 ' 2 3 ' 3 1 ' 2 3 ' 3 1 ' 2 3 ' 3 1 ' 2 3 ' 3 1 ' 2 3 ' 3 1 ' 9 2 ' 0 2 ' 2 1 8 '3 96' 24 100' 101' 25 105' 26 109' 27 113' 28 117' 29 120' 30 120' 31 120' C 32 120' 33 120' 34 120' 35 120' 36 120' 37 120' 38 120' 40 119' 9 2 ' 1 1 6 ' 1 9 3 ' 9 3 ' 3 0 ' 6 ' 24' C-41 D/OS J A R V I S P A T H R O W ) ( 5 0 ' 4 5 ' 4 5 ' 4 6 ' 4' 2 1 2 9 ' 1 1 1 4 ' 6 1 ' 1 0 ' O H P 33' / / / O H P / / / / / / O H P O H P / // / / / 3 4' 9 . 3 1 2 9 ' 3 1 2 9 ' 2 4 5 ' 4 5 ' O H P O H P / / / / / / / / / ' 4 4 10' 10' D 3 5 ' 35' R50' 8 111' 7 1 4 2' 4 5 ' 0 5 ' '33' 1 5 ' 3 1 2 9 ' 4 5 1 1 4 ' 1 1 4 ' 6 4 5 ' O H P 4 5 ' D-35 D/OS O H P / // O H P 2 5 7 ' / / / / / / 1 0 1 ' 2 6 ' ' 9 1 OHP O H P /// O H P / // 7 9 ' O H P /// O HP O H P /// / / / /// / / / D-36 ROW DEDICATION 0' T . R 4 X I S E /// O W O /// P H /// OHP /// O H P /// 100YR /// /// OHP OHT R P A E T A D I I N O T P R C S E D V E R DESIGNED BY: AWS REVIEWED BY: CRR DRAWN BY: SAM . C N I , E G B 0 0 0 1 e t i u S l , d v B s r o t c e r i D 1 0 7 1 4 4 7 8 7 X T , I N T S U A 6 4 0 1 - F . o N n o i t a r t s g e R E P B T i 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 Y E L L A V R E K A R B S A X E T , I N T S U A 2 F O 2 N A L P Y R A N M I L E R P I AUSTIN ENERGY NOTES: 1. 2. ON ANY FINAL PLATS OUT OF THIS PRELIMINARY PLAN, A FIFTEEN (15') FOOT PUBLIC UTILITY EASEMENT SHALL ALL LOTS LABELED AS OPEN SPACE WILL ALSO BE DEDICATED AS PUBLIC UTILITY EASEMENTS. R R Y Y 0 0 1 1 0 0 3. 4. BE DEDICATED ALONG BRAKER LANE. A TEN (10') FOOT PUBLIC UTILITY EASEMENT SHALL BE DEDICATED ALONG ALL OTHER STREETS IN THIS SUBDIVISION 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. A TWENTY-FIVE (25') AERIAL TRANSMISSION EASEMENT SHALL BE DEDICATED ALONG CAMERON ROAD. A TWENTY-FIVE (25') PUBLIC UTILITY EASEMENT SHALL BE DEDICATED ALONG BLUE GOOSE ROAD. 5. 6. 7. OWNER MAY NOT PLACE, ERECT, CONSTRUCT, OR MAINTAIN WITHIN THE ELECTRIC TRANSMISSION EASEMENT: · · · ANY PERMANENT STRUCTURES, INCLUDING, BUT NOT LIMITED TO HABITABLE STRUCTURES SUCH AS HOMES, MOBILE HOMES, GARAGES, OR OFFICES, ANY STRUCTURE OF ANY KIND IN SUCH PROXIMITY TO THE ELECTRIC TRANSMISSION OR DISTRIBUTION LINES, POLES, STRUCTURES, TOWERS, OR APPURTENANT FACILITIES AS WOULD CONSTITUTE A VIOLATION OF THE NATIONAL ELECTRIC SAFETY CODE IN EFFECT AT THE TIME THE STRUCTURE IS ERECTED, NOR ANY STRUCTURES, INCLUDING BUT NOT LIMITED TO, FENCES, STORAGE SHEDS, DRAINAGE, FILTRATION OR DETENTION PONDS WHICH WOULD IMPAIR AUSTIN ENERGY'S ACCESS TO THE TRANSMISSION EASEMENTS OR ITS LINES, POLES, STRUCTURES, TOWERS OR APPURTENANT FACILITIES IN THE EASEMENTS. C8-2020-0112 SHEET OF 7 3 M P 4 5 : 3 0 : 1 2 2 0 2 / 4 / 4 : d e t t o P l 2 F O 2 : t u o y a L g w d . M L R P P S C - 7 5 9 6 \ y r a n m - - i i l e r P _ 1 0 \ s t h S _ 1 0 \ D D A C _ 3 0 \ y e l l a V _ r e k a r B _ 0 0 - 7 5 9 6 \ n o t r o H R D \ s t c e o r P C X T \ j \ : G 4/4/22AUSTIN ENERGY NOTES: 1. 2. ON ANY FINAL PLATS OUT OF THIS PRELIMINARY PLAN, A FIFTEEN (15') FOOT PUBLIC UTILITY ALL LOTS LABELED AS OPEN SPACE WILL ALSO BE DEDICATED AS PUBLIC UTILITY EASEMENTS. GENERAL NOTES: 3. 4. 5. 6. EASEMENT SHALL BE DEDICATED ALONG BRAKER LANE. A TEN (10') FOOT PUBLIC UTILITY EASEMENT SHALL BE DEDICATED ALONG ALL OTHER STREETS IN THIS SUBDIVISION 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 3. 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. A TWENTY-FIVE (25') AERIAL TRANSMISSION EASEMENT SHALL BE DEDICATED ALONG CAMERON ROAD. A TWENTY-FIVE (25') PUBLIC UTILITY EASEMENT SHALL BE DEDICATED ALONG BLUE GOOSE ROAD. 2. 7. OWNER MAY NOT PLACE, ERECT, CONSTRUCT, OR MAINTAIN WITHIN THE ELECTRIC TRANSMISSION EASEMENT: · · · ANY PERMANENT STRUCTURES, INCLUDING, BUT NOT LIMITED TO HABITABLE STRUCTURES SUCH AS HOMES, MOBILE HOMES, GARAGES, OR OFFICES, ANY STRUCTURE OF ANY KIND IN SUCH PROXIMITY TO THE ELECTRIC TRANSMISSION OR DISTRIBUTION LINES, POLES, STRUCTURES, TOWERS, OR APPURTENANT FACILITIES AS WOULD CONSTITUTE A VIOLATION OF THE NATIONAL ELECTRIC SAFETY CODE IN EFFECT AT THE TIME THE STRUCTURE IS ERECTED, NOR ANY STRUCTURES, INCLUDING BUT NOT LIMITED TO, FENCES, STORAGE SHEDS, DRAINAGE, FILTRATION OR DETENTION PONDS WHICH WOULD IMPAIR AUSTIN ENERGY'S ACCESS TO THE TRANSMISSION EASEMENTS OR ITS LINES, POLES, STRUCTURES, TOWERS OR APPURTENANT FACILITIES IN THE EASEMENTS. 6. 23. ALL STREETS IN THIS SUBDIVISION ARE PUBLIC STREETS. 1. THE SUBJECT PROPERTY IS LOCATED IN TRAVIS COUNTY WITHIN THE CITY LIMITS OF THE CITY OF AUSTIN. ALL STREETS IN THE SUBDIVISION WILL BE CONSTRUCTED USING CITY OF AUSTIN URBAN STANDARDS WITH CURB AND GUTTER AND SIDEWALKS AND WILL BE DEDICATED AS PUBLIC R.O.W. AT FINAL PLATTING. STREET WIDTH AND SIDEWALK LOCATIONS SHALL BE SHOWN ON THE SUBDIVISION CONSTRUCTION PLANS. PUBLIC SIDEWALK BUILT TO CITY OF AUSTIN STANDARDS IS REQUIRED. FAILURE TO CONSTRUCT THE REQUIRED SIDEWALK(S) MAY RESULT IN THE WITHHOLDING OF CERTIFICATES OF OCCUPANCY, BUILDING PERMITS, OR UTILITY CONNECTIONS BY THE GOVERNING BODY OR UTILITY COMPANY. 24. THERE WILL BE NO DRIVEWAYS ON ANY PORTION OF A LOT WITH AN EXISTING SLOPE GREATER THAN 15%. 25. ANY PLANNED TEMPORARY OR PERMANENT FENCING MUST NOT PREVENT ACCESS TO THE EASEMENT. AUSTIN ENERGY WILL INSTALL A LOCK ON THE GATE TO PROVIDE ACCESS. IDENTIFY LOCATION AND PROVIDE SPECIFICATIONS FOR PROPOSED FENCING. ACCESS MUST BE GIVEN 24 HOURS A DAY. 26. PROPERTY OWNER IS RESPONSIBLE FOR ALL DAMAGES TO CURBING, LANDSCAPE, AND WALLS PLACED AROUND THE ELECTRIC TRANSMISSION STRUCTURES/POLES/LINES CAUSED BY AUSTIN ENERGY DURING MAINTENANCE AND REPAIRS. 4. NO PORTION OF THIS TRACT IS WITHIN THE DESIGNATED FLOOD HAZARD AREA AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) #48453C0460K TRAVIS COUNTY, TEXAS DATED JANUARY 6, 2016, COMMUNITY #480624. WASTEWATER UTILITY SYSTEM. 27. NO LOT SHALL BE OCCUPIED UNTIL THE STRUCTURE IS CONNECTED TO THE CITY OF AUSTIN WATER AND 5. WATER QUALITY AND DETENTION FACILITIES WILL BE MAINTAINED BY THE CITY OF AUSTIN. 28. DIRECT ACCESS TO EAST BRAKER LANE IS PROHIBITED FROM ALL LOTS. SIDE LOT ACCESS RESTRICTED FROM 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 THE AUSTIN WATER UTILITY. 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. ALL LOTS. 29. THE ENGINEER WHO PREPARED THESE PLANS IS RESPONSIBLE FOR THEIR ADEQUACY. IN APPROVING THESE PLANS, TRAVIS COUNTY/CITY OF AUSTIN MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. 7. WATER QUALITY CONTROLS ARE REQUIRED FOR ALL DEVELOPMENT WITH IMPERVIOUS COVER IN EXCESS OF 20% OF THE NET SITE AREA PURSUANT TO THE LAND DEVELOPMENT CODE, AND THE ENVIRONMENTAL CRITERIA MANUAL. 30. PRIOR TO CONSTRUCTION ON LOTS IN THIS SUBDIVISION, DRAINAGE PLANS WILL BE SUBMITTED TO THE CITY OF AUSTIN AND TRAVIS COUNTY FOR REVIEW. RAINFALL RUN-OFF SHALL BE HELD TO THE AMOUNT EXISTING AT UNDEVELOPED STATUS BY PONDING OR OTHER APPROVED METHODS. ALL PROPOSED CONSTRUCTION OR SITE ALTERATION REQUIRES THE APPROVAL OF A SEPARATE DEVELOPMENT PERMIT. 8. EROSION/SEDIMENTATION CONTROLS ARE REQUIRED ON EACH LOT, INCLUDING SINGLE FAMILY AND MULTIFAMILY CONSTRUCTION, PURSUANT TO THE LAND DEVELOPMENT CODE AND ENVIRONMENTAL CRITERIA MANUAL. EXTEND BEYOND THE RIGHT-OF-WAY. 31. SLOPE EASEMENT DEDICATION WILL BE REQUIRED FOR FILL/CUT SLOPES SUPPORTING ROADWAYS WHICH 9. MAINTENANCE OF THE WATER QUALITY CONTROLS REQUIRED ABOVE SHALL BE TO THE STANDARDS AND SPECIFICATIONS CONTAINED IN THE ENVIRONMENTAL CRITERIA MANUAL AND OTHER ORDINANCES AND REGULATIONS OF THE CITY OF AUSTIN. 10. ALL STREETS, DRAINAGE, SIDEWALKS, EROSION CONTROLS, ETC. ARE REQUIRED TO BE CONSTRUCTED AND INSTALLED TO CITY OF AUSTIN STANDARDS, UNLESS OTHERWISE NOTED. 11. NO BUILDING SHALL BE OCCUPIED UNTIL THE ASSOCIATED STORM WATER QUALITY AND DETENTION CONTROL FACILITIES HAVE BEEN CONSTRUCTED, INSPECTED, AND ACCEPTED BY THE CITY OF AUSTIN, IF APPLICABLE. 12. 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 THE CITY OF AUSTIN LAND DEVELOPMENT CODE. EASEMENT OR LOT 32. WITHIN A SIGHT LINE EASEMENT ANY OBSTRUCTION OF SIGHT LINE BY VEGETATION, FENCING, EARTHWORK, BUILDINGS, SIGNS OR ANY OTHER OBJECT WHICH IS DETERMINED TO CAUSE A TRAFFIC HAZARD IS PROHIBITED AND MAY BE REMOVED BY ORDER OF THE TRAVIS COUNTY COMMISSIONERS COURT AT THE OWNER'S EXPENSE. THE PROPERTY OWNER IS TO MAINTAIN AN UNOBSTRUCTED VIEW CORRIDOR WITHIN THE BOUNDS OF SUCH EASEMENT AT ALL TIMES. 33. A SETBACK SHALL BE PROVIDED FOR ALL DETENTION, RETENTION, AND WATER QUALITY FACILITIES FOR SINGLE-FAMILY OR DUPLEX RESIDENTIAL DEVELOPMENT. NO SUCH FACILITY SHALL BE LOCATED WITHIN 50FT OF A RESIDENTIAL STRUCTURE. 34. ALL NON-RESIDENTIAL LOTS SHALL BE OWNED AND MAINTAINED BY HOMEOWNER'S ASSOCIATION. 35. THE FULL LIMITS OF THE 100-YEAR FLOODPLAIN SHALL BE CONTAINED WITHIN A DEDICATED DRAINAGE 13. THE OWNER/DEVELOPER OF THIS SUBDIVISION 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 THE CITY OF AUSTIN LAND DEVELOPMENT CODE. REQUIREMENTS 36. ALL STRUCTURES MUST HAVE A FINISHED FLOOD ELEVATION AT LEAST TWO FEET ABOVE THE 100-YEAR FLOODPLAIN AT THE TIME OF OBTAINING BUILDING PERMIT. 37. BUILDING SETBACK LINES SHALL BE IN CONFORMANCE WITH CITY OF AUSTIN ZONING ORDINANCE M P 2 4 : 4 0 : 1 2 2 0 2 / 4 / 4 : d e t t o P l S E T O N : t u o y a L g w d . E T O N P S C - 7 5 9 6 \ y r a n m - - i i l e r P _ 1 0 \ s t h S _ 1 0 \ D D A C _ 3 0 \ y e l l a V _ r e k a r B _ 0 0 - 7 5 9 6 \ n o t r o H R D \ s t c e o r P C X T \ j \ : G 38. LOT 20, BLOCK G WILL BE MAINTAINED BY THE OWNER AND OR HIS/HER ASSIGNS. NO RESIDENTIAL DEVELOPMENT SHALL BE ALLOWED ON THIS LOT. IF CONVEYED TO A PUBLIC ENTITY OR NEIGHBORHOOD ASSOCIATION, RECREATIONAL FACILITIES AND REST AREAS MAY BE CONSTRUCTED. STREET STANDARDS CHART 39. THE PLAT SHALL BE TRANSECTED BY A 15 FOOT PUBLIC ACCESS EASEMENT ADJACENT TO LOT 32, BLOCK A; LOT 28, BLOCK B; LOTS 18 AND 24, BLOCK C; LOT 20, BLOCK D; LOT 11, BLOCK E; LOTS 11 AND 34, BLOCK F; LOTS 12 AND 32; BLOCK G; LOTS 7 AND 32, BLOCK H; LOT 11, BLOCK L; AND LOTS 10 AND 53, BLOCK P. FOR A PEDESTRIAN/BICYCLE PATH CONNECTING BRIDWELL BEND AND BLUE GOOSE RD, MONUMENT VALLEY DRIVE AND SPANISH PLAINS WAY, ARAPAHO BASIN DRIVE AND JEFFERSON NOTCH DRIVE, JEFFERSON NOTCH DRIVE AND CHRIS CANYON DRIVE, HUDSON VALLEY BEND AND CAMERON ROAD, AND HUDSON VALLEY BEND AND WATKINS GLEN WAY. THE PEDESTRIAN/BICYCLE PATH SHALL COMPLY WITH CITY OF AUSTIN STANDARDS. ALIGNMENT AND DESIGN OF THE PEDESTRIAN/BICYCLE PATH SHALL BE REVIEWED AND CONSTRUCTED AT THE TIME OF SITE PLAN APPLICATION. STREET NAME BRIDWELL BEND 40. 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: APAPAHO BASIN DRIVE, BRIDWELL BEND, CHRIS CANYON DRIVE, CRAWFORD GLEN DRIVE, EAST BRAKER LANE, FAIRMEADE DRIVE, GANNET HOLLOW DRIVE, GLACIER VALLEY DRIVE, GRAVIS DRIVE, HOLIMONT DRIVE, HUDSON VALLEY BEND, JARVIS PATH, JEFFERSON NOTCH DRIVE, MONUMENT VALLEY DRIVE, MYSTIC VALLEY DRIVE, OZARK GLEN DRIVE, POAGE PASS, REALITOS RUN, ROYAL GORGE PASS, SPANISH PLAINS WAY, STANWICK PASS, STUDER PASS, SUNGWOO PATH, WATKINS GLEN WAY. 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. GRAVIS DRIVE HOLIMONT DRIVE FAIRMEADE DRIVE GLACIER VALLEY DRIVE CHRIS CANYON DRIVE CRAWFORD GLEN DRIVE 41. PUBLIC SIDEWALKS, BUILT TO CITY OF AUSTIN STANDARDS, ARE REQUIRED ALONG CAMERON ROAD AND BLUE GOOSE ROAD AS SHOWN BY A DOTTED LINE ON THE FACE OF THE PLAT. THE SIDEWALKS ALONG CAMERON ROAD AND BLUE GOOSE ROAD ARE SUBJECT TO THE APPROVAL OF TRAVIS COUNTY 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. MYSTIC VALLEY DRIVE OZARK GLEN DRIVE 42. THE PRESENCE OF A CRITICAL ENVIRONMENTAL FEATURE ON OR NEAR A PROPERTY MAY AFFECT POAGE PASS DEVELOPMENT. ALL ACTIVITIES WITHIN THE 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. REALITOS RUN ROYAL GORGE PASS 43. EACH LOT WITHIN THIS SUBDIVISION SHALL HAVE SEPARATE SEWER TAPS, SEPARATE WATER METERS, AND THEIR RESPECTIVE PRIVATE WATER AND SEWER SERVICE LINES SHALL BE POSITIONED OR LOCATED IN A MANNER THAT WILL NOT CROSS LOT LINES. STUDER PASS STANWICK PASS R.O.W. WIDTH STREET LENGTH (LF) PAVEMENT WIDTH SIDEWALKS CLASSIFICATION CURB AND GUTTER ARAPAHO BASIN DRIVE 1135 30' FACE TO FACE HUDSON VALLEY BEND 1865 30' FACE TO FACE JARVIS PATH 408 30' FACE TO FACE JEFFERSON NOTCH DRIVE 30' FACE TO FACE MONUMENT VALLEY DRIVE 30' FACE TO FACE 8' SHARED USE RESIDENTIAL COLLECTOR EAST BRAKER LANE 120' 2191 50' FACE TO FACE ARTERIAL - MAAD 4 GANNET HOLLOW DRIVE 1180 30' FACE TO FACE 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 60' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 868 30' FACE TO FACE 1050 1338 30' FACE TO FACE 30' FACE TO FACE 189 30' FACE TO FACE 490 145 652 30' FACE TO FACE 30' FACE TO FACE 30' FACE TO FACE 1350 3514 400 735 348 343 290 217 832 23414 30' FACE TO FACE 30' FACE TO FACE 30' FACE TO FACE 2260 30' FACE TO FACE 401 30' FACE TO FACE 30' FACE TO FACE 30' FACE TO FACE 30' FACE TO FACE 30' FACE TO FACE 4' 4' 4' 4' 6' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL LOCAL SPANISH PLAINS WAY 1213 30' FACE TO FACE SUNGWOO PATH WATKINS GLEN WAY TOTALS YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES 14. THE OWNER SHALL BE RESPONSIBLE FOR ANY INSTALLATION OF TEMPORARY EROSION CONTROL, REVEGETATION AND TREE PROTECTION. IN ADDITION, THE OWNER SHALL BE RESPONSIBLE FOR ANY TREE PRUNING AND TREE REMOVAL THAT IS WITHIN TEN FEET OF THE CENTER LANE OF THE OVERHEAD ELECTRICAL FACILITIES DESIGNED TO PROVIDE ELECTRIC SERVICE TO THIS PROJECT. AUSTIN ENERGY WORK SHALL ALSO BE INCLUDED WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. 15. NO OBJECTS, INCLUDING BUT NOT LIMITED TO BUILDINGS, FENCES, LANDSCAPING, OR OTHER STRUCTURES ARE PERMITTED IN DRAINAGE EASEMENT EXCEPT AS APPROVED BY THE CITY OF AUSTIN AND TRAVIS COUNTY. 16. ALL DRAINAGE EASEMENTS ON PRIVATE PROPERTY SHALL BE MAINTAINED BY THE PROPERTY OWNER OR ASSIGNS. 17. 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 SEC. 25-1-112 OF THE LAND DEVELOPMENT CODE FOR THE FOLLOWING SUBDIVISION IMPROVEMENTS: 17.A. 17.B. STREET CONSTRUCTION AND RELATED INFRASTRUCTURE, INCLUDING PAVING, DRAINAGE, SIDEWALKS, WATER SUPPLY AND WASTEWASTER COLLECTION, FOR THE FOLLOWING STREETS: ARAPHAHO BASIN DRIVE, BRIDWELL BEND, CHRIS CANYON DRIVE, CRAWFORD GLEN DRIVE, EAST BRAKER LANE, FAIRMEADE DRIVE, GANNET HOLLOW DRIVE, GLACIER VALLEY DRIVE, GRAVIS DRIVE, HOLIMONT DRIVE, HUDSON VALLEY BEND, JARVIS PATH, JEFFERSON NOTCH DRIVE, MONUMENT VALLEY DRIVE, MYSTIC VALLEY COVE, NEUHAUS COVE, OZARK GLEN COVE, POAGE PASS, REALITOS RUN, ROYAL GORGE PASS, SPANISH PLAINS WAY, STANWICK PASS, STUDER PASS, AND WATKINS GLEN WAY. ENVIRONMENTAL AND SAFETY CONTROLS, AND OTHER RELATED ITEMS (E.G., EROSION AND SEDIMENTATION CONTROLS, RESTORATION, CHANNEL WORK, PIPE IN EASEMENTS, DETENTION, WATER QUALITY PONDS, ETC.) AS DETERMINED PRIOR TO FINAL PLAT APPROVAL. THE RESTORATION COST ESTIMATE WILL BE BASED ON DISTURBED AREAS INCLUDING THE FOLLOWING STREETS: ARAPHAHO BASIN DRIVE, BRIDWELL BEND, CHRIS CANYON DRIVE, CRAWFORD GLEN DRIVE, EAST BRAKER LANE, FAIRMEADE DRIVE, GANNET HOLLOW DRIVE, GLACIER VALLEY DRIVE, GRAVIS DRIVE, HOLIMONT DRIVE, HUDSON VALLEY BEND, JARVIS PATH, JEFFERSON NOTCH DRIVE, MONUMENT VALLEY DRIVE, MYSTIC VALLEY COVE, NEUHAUS COVE, OZARK GLEN COVE, POAGE PASS, REALITOS RUN, ROYAL GORGE PASS, SPANISH PLAINS WAY, STANWICK PASS, STUDER PASS, AND WATKINS GLEN WAY. 18. PROPERTY OWNER AND/OR HIS/HER ASSIGNS SHALL PROVIDE FOR ACCESS TO THE DRAINAGE EASEMENTS AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY CITY OF AUSTIN (OR OTHER APPROPRIATE JURISDICTION) FOR INSPECTION OR MAINTENANCE OF SAID EASEMENTS. 19. THE OWNER/DEVELOPER IS ADVISED TO OBTAIN APPROVAL FOR ANY NEEDED LICENSE AGREEMENTS PRIOR TO APPROVAL OF THE CONSTRUCTION PLANS. OTHER SPECIAL OR NONSTANDARD TREATMENTS OF THE R.O.W. MAY ALSO REQUIRE A LICENSE AGREEMENT. 20. 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 DEVIATIONS HAVE 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 IT IS SUBSEQUENTLY DETERMINED THAT THE DESIGN WOULD ADVERSELY IMPACT THE PUBLIC'S SAFETY, HEALTH, WELFARE, OR PROPERTY. 21. THE UTILITY PROVIDERS FOR THE SUBDIVISION ARE AS FOLLOWS: PHONE - AT&T ELECTRIC - AUSTIN ENERGY GAS - TEXAS GAS 22. TWO-YEAR PEAK FLOW CONTROL AS DETERMINED UNDER THE DRAINAGE CRITERIA MANUAL AND THE ENVIRONMENTAL CRITERIA MANUAL IS REQUIRED PURSUANT TO THE CITY OF AUSTIN LAND DEVELOPMENT CODE. C8-2020-0112 SHEET OF 7 4 R P A E T A D I I N O T P R C S E D V E R DESIGNED BY: AWS REVIEWED BY: CRR DRAWN BY: SAM . C N I , E G B 0 0 0 1 e t i u S l , d v B s r o t c e r i D 1 0 7 1 4 4 7 8 7 X T , I N T S U A 6 4 0 1 - F . o N n o i t a r t s g e R E P B T i 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 Y E L L A V R E K A R B S A X E T , I N T S U A S E T O N 4/4/22LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE 9380.84 RESIDENTIAL 6551.71 RESIDENTIAL 10217.74 RESIDENTIAL 48001.59 D/OS 11171.34 RESIDENTIAL 21653.63 ROW DEDICATION 41 42 43 A A A A 11543.41 RESIDENTIAL TOTAL 401030.44 A A A A A A A A A A A A A A A A A A A A 6101.98 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 1800.00 D/OS 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL B B B B B B B B B B B B B B B B B B B B 1011828.43 D/OS & WATER QUALITY 4696.44 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5284.68 6437.47 8318.63 D/OS RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL B B B B B B B B B B B B B B B B B B B B 6693.18 RESIDENTIAL 6100.25 RESIDENTIAL 5175.00 RESIDENTIAL 6020.87 RESIDENTIAL 4950.00 RESIDENTIAL 5175.00 RESIDENTIAL 4934.99 RESIDENTIAL 4950.00 RESIDENTIAL 5175.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 5470.34 RESIDENTIAL 5301.89 D/OS 4950.00 RESIDENTIAL 5860.25 RESIDENTIAL 5500.00 RESIDENTIAL 4950.00 RESIDENTIAL 6846.41 RESIDENTIAL 5500.00 RESIDENTIAL 4950.00 RESIDENTIAL 7740.03 RESIDENTIAL 5500.00 RESIDENTIAL 4950.00 RESIDENTIAL 7640.63 RESIDENTIAL 5500.00 RESIDENTIAL 4950.00 RESIDENTIAL 8678.52 RESIDENTIAL 5500.00 RESIDENTIAL 4950.00 RESIDENTIAL 5081.18 RESIDENTIAL 5500.00 RESIDENTIAL 4950.00 RESIDENTIAL 3953.16 RESIDENTIAL 5500.00 RESIDENTIAL 4950.00 RESIDENTIAL 6174.20 RESIDENTIAL 5500.00 RESIDENTIAL 4950.66 RESIDENTIAL 6615.31 RESIDENTIAL 5500.00 RESIDENTIAL 5465.88 RESIDENTIAL 5962.14 RESIDENTIAL 5500.00 RESIDENTIAL 5682.34 RESIDENTIAL 6237.33 RESIDENTIAL 6875.00 RESIDENTIAL 5175.00 RESIDENTIAL 6936.65 RESIDENTIAL 6875.00 RESIDENTIAL 5175.00 RESIDENTIAL 6436.21 RESIDENTIAL 5500.00 RESIDENTIAL 5175.00 RESIDENTIAL 9234.92 RESIDENTIAL 5500.00 RESIDENTIAL 5175.00 RESIDENTIAL 10093.49 RESIDENTIAL 5499.16 RESIDENTIAL 5175.00 RESIDENTIAL 7122.08 RESIDENTIAL 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE 5400.00 5400.00 5400.00 5400.00 5400.00 5419.11 4665.06 RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL D/OS 5653.71 RESIDENTIAL 7517.34 RESIDENTIAL 7779.95 RESIDENTIAL 6679.69 RESIDENTIAL 5821.37 RESIDENTIAL 6165.38 RESIDENTIAL 7126.98 RESIDENTIAL 5808.04 RESIDENTIAL 5618.84 RESIDENTIAL 5769.42 RESIDENTIAL 5175.00 RESIDENTIAL 8047.68 RESIDENTIAL 5808.04 RESIDENTIAL 5629.91 RESIDENTIAL 5942.04 RESIDENTIAL 5175.00 RESIDENTIAL 4402.59 RESIDENTIAL 5808.04 RESIDENTIAL 5640.99 RESIDENTIAL 8255.12 RESIDENTIAL 5175.00 RESIDENTIAL 5101.41 RESIDENTIAL 5461.13 RESIDENTIAL 5652.07 RESIDENTIAL 8606.16 RESIDENTIAL 5175.00 RESIDENTIAL 4799.62 RESIDENTIAL 8076.75 RESIDENTIAL 5663.15 RESIDENTIAL 6353.79 RESIDENTIAL 5175.00 RESIDENTIAL 4979.27 RESIDENTIAL 9368.21 RESIDENTIAL 5674.23 RESIDENTIAL 6729.17 RESIDENTIAL 5542.95 RESIDENTIAL 20775.34 ROW DEDICATION 5175.00 RESIDENTIAL 5158.93 RESIDENTIAL 6411.84 RESIDENTIAL 5685.31 RESIDENTIAL 6529.74 RESIDENTIAL 5545.68 RESIDENTIAL TOTAL 1640103.87 5175.00 RESIDENTIAL 5336.34 RESIDENTIAL 5400.00 RESIDENTIAL 5696.39 RESIDENTIAL 6394.97 RESIDENTIAL 5175.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5707.47 RESIDENTIAL 7770.91 RESIDENTIAL 6019.77 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5718.55 RESIDENTIAL 63253.61 D/OS 5897.42 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 1717.73 D/OS TOTAL 242684.47 21 22 23 24 25 26 27 28 29 30 31 E E E E E E E E E E E E 5183.50 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 4976.36 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 4769.20 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 4562.04 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6753.65 ROW DEDICATION 5766.19 RESIDENTIAL 2982.89 D/OS 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL TOTAL 225289.45 4285.83 RESIDENTIAL 5400.00 RESIDENTIAL 5372.65 RESIDENTIAL 8298.06 RESIDENTIAL 5879.01 RESIDENTIAL 15863.09 D/OS 5732.95 RESIDENTIAL 5744.03 RESIDENTIAL 5755.11 RESIDENTIAL 5777.27 RESIDENTIAL 5788.35 RESIDENTIAL 5799.43 RESIDENTIAL 5810.51 RESIDENTIAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 C C C C C C C C C C C C C C C C C C C C 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 D D D D D D D D D D D D D D D D D 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5400.00 5400.00 5400.00 5400.00 5400.00 5400.00 5336.76 5722.59 7690.09 5800.71 5372.45 5625.00 6711.00 8265.77 5853.69 RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL D/OS D/OS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 E E E E E E E E E E E E E E E E E E E E 100 5400.00 RESIDENTIAL 7907.70 RESIDENTIAL 2357.98 D/OS 5400.00 RESIDENTIAL TOTAL 1640103.87 LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE 7151.71 RESIDENTIAL 6000.00 RESIDENTIAL 5520.00 RESIDENTIAL 8351.71 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 7065.87 RESIDENTIAL 5520.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6627.55 RESIDENTIAL 5520.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 6551.71 RESIDENTIAL 5400.00 RESIDENTIAL 6600.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL TOTAL 259596.84 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 41 42 43 44 45 F F F F F F 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 3600.00 D/OS 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 4800.00 D/OS 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5520.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5520.00 RESIDENTIAL 5400.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5520.00 RESIDENTIAL 5400.00 RESIDENTIAL 7751.71 RESIDENTIAL 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 6000.00 RESIDENTIAL 5520.00 RESIDENTIAL 5400.00 RESIDENTIAL TOTAL 251587.9 6000.00 RESIDENTIAL 5520.00 RESIDENTIAL 6000.00 RESIDENTIAL 5520.00 RESIDENTIAL 6000.00 RESIDENTIAL 5520.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 48284.48 AMENITY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 C C C C C C C C C C C C C C C C C C C C C 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 41 G G G G G G G G G G G G G G G G G G G G 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 D D D D D D D D D D D D D D D D D D D D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 G G G G G G G G G G G G G G G G G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 A A A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B B B B B B F F F F F F F F F F F F F F F F F F F F M P 4 0 : 6 0 : 1 2 2 0 2 / 4 / 4 : d e t t o P l ) 2 F O 1 ( E L B A T E S U D N A L : t u o y a L g w d . R E V O M L R P P S C - 7 5 9 6 \ y r a n m - - - i i l e r P _ 1 0 \ s t h S _ 1 0 \ D D A C _ 3 0 \ y e l l a V _ r e k a r B _ 0 0 - 7 5 9 6 \ n o t r o H R D \ s t c e o r P C X T \ j \ : G 5066.72 5881.05 5850.00 5850.00 5850.00 7086.04 5837.30 6690.90 6991.76 6375.07 5717.08 5343.96 5270.66 6494.82 6000.00 6405.92 7712.31 7891.66 D/OS RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL 68053.47 D/OS & WATER QUALITY 10239.48 RESIDENTIAL 8891.22 RESIDENTIAL 6598.45 RESIDENTIAL 5925.04 RESIDENTIAL 5856.48 RESIDENTIAL 5856.48 RESIDENTIAL 5856.48 RESIDENTIAL 5856.48 RESIDENTIAL 6643.63 RESIDENTIAL 6223.75 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 B B B B B B B B B F F F F F F F F F F F F F F F F F F F F 101 102 103 104 105 106 107 108 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 R P A E T A D I I N O T P R C S E D V E R DESIGNED BY: AWS REVIEWED BY: CRR DRAWN BY: SAM . C N I , E G B 0 0 0 1 e t i u S l , d v B s r o t c e r i D 1 0 7 1 4 4 7 8 7 X T , I N T S U A 6 4 0 1 - F . o N n o i t a r t s g e R E P B T i 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 Y E L L A V R E K A R B S A X E T , I N T S U A ) 2 F O 1 ( E L B A T E S U D N A L C8-2020-0112 SHEET OF 7 5 4/4/22LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE 7425.00 RESIDENTIAL 41 6551.71 RESIDENTIAL 5919.09 RESIDENTIAL TOTAL 228091.09 4950.00 RESIDENTIAL H H 5862.26 RESIDENTIAL 4950.00 RESIDENTIAL 9258.23 RESIDENTIAL 4950.00 RESIDENTIAL LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE 14538.36 D/OS 7145.55 RESIDENTIAL 7260.69 RESIDENTIAL 21 20127.39 D/OS 29980.88 D/OS 6506.66 RESIDENTIAL 6000.00 RESIDENTIAL 6165.52 RESIDENTIAL TOTAL 140334.67 K K 1 2 3 4 5 6 7 8 9 10 11 I I I I I I I I I I I I 6945.71 RESIDENTIAL 6000.00 RESIDENTIAL 6028.93 RESIDENTIAL 7054.95 RESIDENTIAL 6000.00 RESIDENTIAL 6452.45 RESIDENTIAL 7668.96 RESIDENTIAL 6000.00 RESIDENTIAL 6283.97 RESIDENTIAL 8183.15 RESIDENTIAL 6000.00 RESIDENTIAL 5894.11 RESIDENTIAL 6845.62 RESIDENTIAL 6911.71 RESIDENTIAL 5971.83 RESIDENTIAL 6024.27 RESIDENTIAL 6554.04 RESIDENTIAL 5998.90 RESIDENTIAL 5774.44 RESIDENTIAL 5401.91 RESIDENTIAL 6000.00 RESIDENTIAL 5259.93 RESIDENTIAL 5596.27 RESIDENTIAL 6000.00 RESIDENTIAL 4723.94 RESIDENTIAL 6170.49 RESIDENTIAL 6000.00 RESIDENTIAL TOTAL 228091.09 7584.87 RESIDENTIAL 6000.00 RESIDENTIAL 11622.71 RESIDENTIAL 6000.00 RESIDENTIAL TOTAL 86987.55 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5950.88 RESIDENTIAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 K K K K K K K K K K K K K K K K K K K K O O O O O O O O O O O O O J J J J J J J J J J J J J J N N N N N N N N N N N N N N N N N N 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 R R R R LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE 21 22 23 L L L L TOTAL 157264.3 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6551.71 RESIDENTIAL LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE 6000.00 RESIDENTIAL 4466.22 D/OS 7151.71 RESIDENTIAL 6006.28 RESIDENTIAL 6375.48 RESIDENTIAL 41 42 M M M 6000.00 RESIDENTIAL 10114.73 RESIDENTIAL 6000.00 RESIDENTIAL TOTAL 962900.82 9210.44 RESIDENTIAL 6000.00 RESIDENTIAL 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 M M M M M M M M M M M M M M M M M M M M 5884.22 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5981.40 RESIDENTIAL 6341.50 RESIDENTIAL 8349.41 RESIDENTIAL 6267.63 RESIDENTIAL 6375.00 RESIDENTIAL 6083.41 RESIDENTIAL 5810.56 RESIDENTIAL 7989.61 RESIDENTIAL 6490.47 RESIDENTIAL 5924.86 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5433.24 RESIDENTIAL 9614.64 RESIDENTIAL 4950.00 RESIDENTIAL 6326.48 RESIDENTIAL 22100.15 D/OS 6007.32 RESIDENTIAL 4756.71 RESIDENTIAL 8704.29 RESIDENTIAL 4800.30 RESIDENTIAL 6444.85 RESIDENTIAL 4843.90 RESIDENTIAL 6951.33 RESIDENTIAL 5485.25 RESIDENTIAL 6000.00 RESIDENTIAL 5500.00 RESIDENTIAL 6000.00 RESIDENTIAL 5500.00 RESIDENTIAL 6000.00 RESIDENTIAL 5500.00 RESIDENTIAL 7151.71 RESIDENTIAL 5500.00 RESIDENTIAL TOTAL 82025.85 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 6276.69 RESIDENTIAL TOTAL 115987.63 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 P P P P P P P P P P P P P P P P P P P P 4945.44 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE LOT # BLOCK LOT AREA (Sq. Ft.) LOT TYPE 5500.00 RESIDENTIAL 5399.90 RESIDENTIAL 5399.90 RESIDENTIAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 6551.71 RESIDENTIAL 6551.71 RESIDENTIAL 5399.97 RESIDENTIAL 5399.97 RESIDENTIAL 5399.95 RESIDENTIAL 5399.95 RESIDENTIAL 5399.94 RESIDENTIAL 5399.94 RESIDENTIAL 5399.92 RESIDENTIAL 5399.92 RESIDENTIAL 5399.88 RESIDENTIAL 5399.88 RESIDENTIAL 5399.86 RESIDENTIAL 5399.86 RESIDENTIAL 5399.84 RESIDENTIAL 5399.84 RESIDENTIAL 5399.82 RESIDENTIAL 5399.82 RESIDENTIAL 5399.80 RESIDENTIAL 5399.80 RESIDENTIAL 5399.78 RESIDENTIAL 5399.78 RESIDENTIAL 5399.76 RESIDENTIAL 5399.76 RESIDENTIAL 5399.74 RESIDENTIAL 5399.74 RESIDENTIAL 5399.72 RESIDENTIAL 5399.72 RESIDENTIAL 5951.20 RESIDENTIAL 5951.20 RESIDENTIAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q TOTAL 88100.79 TOTAL 88100.79 7973.86 RESIDENTIAL 3223.75 D/OS 5869.44 RESIDENTIAL 9247.60 RESIDENTIAL 5977.48 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 5499.98 RESIDENTIAL 3300.00 D/OS 5500.02 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 5500.00 RESIDENTIAL 6463.31 RESIDENTIAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 R R R R R R R R R R R R R R R R R R R R 5400.00 RESIDENTIAL 6600.00 RESIDENTIAL 5400.00 RESIDENTIAL 6146.75 RESIDENTIAL 8394.40 RESIDENTIAL 33194.53 D/OS 6551.71 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 5833.33 RESIDENTIAL 5541.67 RESIDENTIAL 5500.00 RESIDENTIAL 5989.52 RESIDENTIAL 5400.78 RESIDENTIAL TOTAL 335337.62 5449.14 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 21 22 23 5402.78 RESIDENTIAL 5602.64 RESIDENTIAL 7748.81 RESIDENTIAL 5175.00 RESIDENTIAL TOTAL 163231.06 1 2 3 4 5 6 7 8 9 10 11 12 S S S S S S S S S S S S 6001.71 RESIDENTIAL 4950.00 4950.00 4949.83 4948.40 4946.73 5704.96 6196.30 7153.29 6333.61 4950.00 RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL 92251.06 D/OS & WATER QUALITY TOTAL R 153335.89 5951.71 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 3841.17 D/OS 4972.13 RESIDENTIAL 7576.36 OS 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 6001.71 RESIDENTIAL 6001.71 RESIDENTIAL 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 H H H H H H H H H H H H H H H H H H H H M M M M M M M M M M M M M M M M M M M M 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.01 RESIDENTIAL 6785.90 OS 7797.53 RESIDENTIAL 6896.57 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 707384.45 D/OS 5982.17 RESIDENTIAL 6000.00 RESIDENTIAL 7200.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6715.94 RESIDENTIAL 6131.51 RESIDENTIAL 6279.12 RESIDENTIAL 5650.82 RESIDENTIAL 6480.68 RESIDENTIAL 7661.53 RESIDENTIAL 7693.00 RESIDENTIAL 7259.23 RESIDENTIAL 4557.36 RESIDENTIAL 4964.80 RESIDENTIAL 5442.14 RESIDENTIAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 41 42 43 44 45 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 H H H H H H H H H H H H H H H H H H H H P P P P P P P P P P P P P P P P P P P P P M P 1 5 : 7 0 : 1 2 2 0 2 / 4 / 4 : d e t t o P l ) 2 F O 2 ( E L B A T E S U D N A L : t u o y a L g w d . R E V O M L R P P S C - 7 5 9 6 \ y r a n m - - - i i l e r P _ 1 0 \ s t h S _ 1 0 \ D D A C _ 3 0 \ y e l l a V _ r e k a r B _ 0 0 - 7 5 9 6 \ n o t r o H R D \ s t c e o r P C X T \ j \ : G 5400.00 RESIDENTIAL DESIGNED BY: AWS 5400.00 RESIDENTIAL REVIEWED BY: CRR DRAWN BY: SAM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 L L L L L L L L L L L L L L L L L L L L P P P P P P P P P P P P P P P P P P P P 5834.59 RESIDENTIAL 5833.60 RESIDENTIAL 5826.13 RESIDENTIAL 5818.66 RESIDENTIAL 5803.04 RESIDENTIAL 5673.35 RESIDENTIAL 5506.94 RESIDENTIAL 5340.54 RESIDENTIAL 5209.18 RESIDENTIAL 5025.98 RESIDENTIAL 9456.24 RESIDENTIAL 6803.64 RESIDENTIAL 5399.82 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 4899.56 RESIDENTIAL 4971.13 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 6322.53 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6551.71 RESIDENTIAL 7151.71 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6000.00 RESIDENTIAL 6885.52 RESIDENTIAL 6908.34 RESIDENTIAL R P A E T A D I I N O T P R C S E D V E R . C N I , E G B 0 0 0 1 e t i u S l , d v B s r o t c e r i D 1 0 7 1 4 4 7 8 7 X T , I N T S U A 6 4 0 1 - F . o N n o i t a r t s g e R E P B T i 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 Y E L L A V R E K A R B S A X E T , I N T S U A ) 2 F O 2 ( E L B A T E S U D N A L C8-2020-0112 SHEET OF 7 6 4/4/22R P A E T A D I I N O T P R C S E D V E R DESIGNED BY: AWS REVIEWED BY: CRR DRAWN BY: SAM . C N I , E G B 0 0 0 1 e t i u S l , d v B s r o t c e r i D 1 0 7 1 4 4 7 8 7 X T , I N T S U A 6 4 0 1 - F . o N n o i t a r t s g e R E P B T i 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 Y E L L A V R E K A R B S A X E T , I N T S U A T S I L E E R T C8-2020-0112 SHEET OF 7 7 M P 5 5 : 8 0 : 1 2 2 0 2 / 4 / 4 : d e t t o P l T S I L E E R T : t u o y a L g w d . M L R P P S C - 7 5 9 6 \ y r a n m - - i i l e r P _ 1 0 \ s t h S _ 1 0 \ D D A C _ 3 0 \ y e l l a V _ r e k a r B _ 0 0 - 7 5 9 6 \ n o t r o H R D \ s t c e o r P C X T \ j \ : G 4/4/22CITY OF AUSTIN –DEVELOPMENT SERVICES DEPARTMENT SUBDIVISION APPLICATION – MASTER COMMENT REPORT CASE NUMBER: UPDATE: CASE MANAGER: C8-2020-0112 U2 Joey de la Garza PHONE #: 512-974-2664 PROJECT NAME: LOCATION: Braker Valley Subdivision Preliminary Plan 4806 BLUE GOOSE RD SUBMITTAL DATE: April 4, 2022 FINAL REPORT DATE: April 13, 2022 STAFF REPORT: This report includes all staff comments received to date concerning your most recent subdivision application submittal. The comments may include requirements, recommendations, or information. The requirements in this report must be addressed by an updated submittal. The subdivision application will be approved when all requirements from each review discipline have been addressed. If you have any questions, concerns or if you require additional information about this report, please contact your case manager at the phone number listed above or by using the contact information listed for each reviewer in this report. Any change to the plan/plat shall not cause noncompliance with any applicable code or criteria. In addition, any change to the plat may trigger new comments. UPDATE DEADLINE INFORMATION (LDC 25-4-56; 25-4-82): All comments must be addressed by filing an updated submittal prior to the update deadline of April 4, 2022. Otherwise, the application will expire. If this date falls on a weekend or City of Austin holiday, the next City of Austin workday will be the deadline. Extension of Review Period, Extension of Update Deadline and Tolling of Application Period do not apply to applications for preliminary plan, plat or subdivision construction plans (LDC 25-1-88; 25-1-89; 25-1- 90). Water Quality: Kyle Virr REVIEWERS: Planner 1: Chima Onyia PARD / Planning & Design: Justin Stewart Update 2 4/11/2022 Update 2 Comments cleared. Environmental Review - Babatunde Daramola - 512-974-6316 Flood Plain Review - Katina Bohrer - 512-974-3558 Update 2: Comments cleared. PARD / Planning & Design Review - Justin Stewart - 512-974-9475 Update: 2 PR 1: Parkland dedication will be required per City Code §25-1-601, as amended, prior to approval of the first final plat upon submittal. Thank you for providing this reviewer with a parkland exhibit showing credited acreage, location of trail (and trail type), and two open field play areas. Comment cleared. Water Quality Review - Kyle Virr - 512-974-2538 Release of this application does not constitute a verification of all data, information, and calculations supplied by the applicant. The engineer of record is solely responsible for the completeness, accuracy, and adequacy of his/her submittal, whether or not the application is reviewed for code compliance by city engineers. WQ1 to WQ4: CLEARED WQ5: The City maintains all water quality controls for single-family subdivision. All water quality controls to be City maintained must meet the maintenance and access requirements of DCM 1.2.4(E). Please demonstrate the plan provides the necessary space within the designated easements to meet the requirements of this section. U1: Pending WQ4. U2: ECM 1.6.5(A) states, “Full sedimentation/filtration or full sedimentation/biofiltration systems shall be required where the City is responsible for maintenance unless topographic constraints make this design unfeasible. Unfeasible is considered: assuming (for the purposes of this selection process only) a maximum ponding depth of three feet in the sedimentation basin, if it is not feasible to obtain an outlet for the drainage from the filtration basin within one hundred (100) feet of the crest of the filtration embankment, then the partial sedimentation/filtration configuration system may be used.” The applicant has agreed to implement a full sedimentation/filtration system for this subdivision. Comment cleared. End of Report