B-11 (C8-2020-0112 - Braker Valley Subdivision Preliminary Plan; District 1).pdf

Planning Commission – March 22, 2022

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SUBDIVISION REVIEW SHEET CASE NO.: C8-2020-0112 COMMISSION DATE: March 22, 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 does not comply with the criteria for approval in LDC 25-4-84(B) and staff recommends disapproval for the reasons listed in the attached comment report. An application that has been disapproved with reasons may be updated to address those reasons until the application expires. If the applicant submits an update to address the reasons for disapproval, that update will be presented to the Land Use Commission within fifteen days of submittal. STAFF RECOMMENDATION: Staff recommends disapproval of the plat for the reasons listed in the comment report dated March 17, 2020, 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 March 17, 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 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 AT FINAL PLAT 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 630 6 4 0 A LAND USE COMMISSION VARIANCE WAS GRANTED ON MONTH, DAY, YEAR 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 A 5 1 : 6 5 : 9 2 2 0 2 / 3 2 / 2 : 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 BRAKER VALLEY SUBDIVISION PRELIMINARY PLAN AUSTIN, TEXAS 6 4 0 650 650 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 11 10 640 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 L 19 20 22 21 23 14 15 16 17 13 18 0 12 13 14 15 16 17 10 9 8 7 3 2 1 5 4 6 P 54 55 56 57 58 59 60 61 M 19 18 20 21 23 22 640 0 3 6 640 25 26 6 5 0 22 21 20 19 18 F 17 16 15 14 30 31 32 23 24 25 26 27 28 29 P H O W E 23 22 21 20 19 W P H O W P H O W P H O W 18 17 16 15 14 13 E-12 D/OS 11 10 9 650 13 11 10 9 33 F-12 D/OS 34 35 36 37 38 39 40 F 41 42 6 5 0 8 7 6 5 4 3 2 1 43 44 45 7 8 9 N47°04'39"W 726.13' 6 5 0 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 630 640 E " W 4' 6 P 0'0 1.5 H O 4 7 ° 8 2 4 N P H O W 8 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 27 28 29 30 0 6 4 0 1 2 3 4 5 630 9 10 6 7 8 6 3 0 K-21 D/OS 11 K 12 13 2 3 12 11 4 J 5 6 3 0 6 7 6 4 0 1 0 13 640 6 5 0 G-20 AMENITY G 19 18 17 16 15 14 27 28 29 30 12 11 10 31 G-13 D/OS 32 0 33 34 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 14 13 12 11 28 29 30 630 10 9 6 3 0 H-8 OS 7 H-6 D/OS H 5 31 H-32 OS 33 9 8 7 6 0 5 4 3 2 35 36 37 G 38 39 40 41 42 37 36 35 34 630 15 B 16 17 18 19 11 12 13 14 620 610 608 610 6 2 0 640 3 4 B 5 6 640 640 1 6 0630 3 41 40 640 39 38 6 3 0 620620 620 630 6 3 0 6406 0640 4 W P H O W P H O 6 4 0 630 6 2 0 15 14 13 16 620 620 1 7 7 6 . 0 6 ' S 7 3 ° 4 2 ' 5 6 " E 5 4 3 2 1 12 11 10 7 6 8 9 Q 630 19 18 6 4 0 13 12 11 P-52 D/OS 53 51 50 P 17 16 15 14 45 46 47 48 49 S-12 D/OS & WATER QUALITY 620 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 ' 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 5 6 7 8 4 3 2 1 O 9 10 11 12 0 26 24 25 27 28 29 30 MM M 6 3 0 630 M 37 0 31 32 33 34 35 36 38 39 40 41 42 M-1 D/OS N 6 2 0 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 1 0 6 0 0 Y . 4 1 0 ° 8 1 2 S ' R R Y 0 0 1 620 630 R 1 0 0 Y 1 0 0 Y R 100YR R Y 0 0 1 610608 1 0 0 Y R 1 0 0 Y R N-4 D/OS 1 0 0 Y R 3 2 N-1 D/OS 6 2 0 D-34 D/OS 33 32 31 30 610 R Y 0 0 1 R 1 0 0 Y 41 42 43 14 15 16 620 19 18 17 H 21 22 23 16 15 26 27 24 25 18 19 20 17 620 20 610 B 36 35 R Y 0 0 1 34 33 32 31 R Y 0 0 1 40 39 R Y 0 0 1 100YR 6 1 0 38 R Y 0 0 1 37 1 0 0 Y R 30 29 28 0 1 0 0 Y R 0 610 27 26 B-25 D/OS 24 R Y 0 0 1 S I O E N O O E R Z D R A Z A N H 6 6 0 0 0 0 1 0 0 Y R R Y 0 0 1 R Y 0 0 1 Z D C W Q E S O P O R P 600 Y R 0 0 1 Z G C W Q X I S I T I N E 6 2 0 23 22 21 20 610 100YR R Y 0 0 1 600 R Y 0 0 1 610 B-10 D/OS & WATER QUALITY 100YR R Y 0 0 1 6 2 0 C 23 22 21 20 19 44 45 46 B 47 48 49 6 1 0 6 1 0 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 B 65 620 6 2 0 620618 25 26 27 28 29 30 31 C 32 33 34 35 36 37 38 40 14 13 12 11 10 9 8 7 6 5 4 3 2 1 C 24 C-17 D/OS 18 16 15 620 6 2 0 ' W " 6 3 4 0 ° 8 2 S ' 8 9 . 3 4 6 1 D-19 D/OS 630 1 0 0 Y R R 100Y 67 620 66 630 72 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 / / / / / / 9 D 8 7 C-41 D/OS 640 5 4 6 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 630 620 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 P H O W B-107 D/OS W 6 4 0 106 105 104 P H O 2 W A-1 D/OS W P H O 3 A 4 5 A-19 D/OS & WATER QUALITY W 726.37' S47°29'01"E 103 102 101 6 4 0 100 B 99 98 97 96 6 7 0 8 9 10 11 12 13 640 1 23 22 21 6 4 0 20 20 18 17 16 15 14 17 18 19 95 94 93 92 91 90 89 88 B 87 86 85 84 83 82 81 6 4 0 2 3 4 5 630 6 7 8 9 6 2 0 73 74 B 75 76 77 620 78 80 79 R Y 600 0 0 1 R Y 0 0 1 600 R Y 0 0 1 R-10 D/OS R 12 13 14 15 6 3 0 16 640 0 1 6 11 6 2 0 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 / / / 600 R Y 0 0 1 590 O H P R Y 0 0 1 O H P 100YR / // O H P / / / / / / 100YR 100YR O H P / // / / / O H P 1 0 0 Y R O H P // / / / / 100YR O H P O H P / / / 6 / 1 1 0 0 Y R // / / O H P O H P 600 B-108 / / ROW DEDICATION / / 0 / / / / / / 6 1 0 6 0 0 1 0 0 Y R R Y 0 0 1 6 0 0 O H P O H P // / / / / / / / N 7 3 ° 1 6 ' 3 8 " W 2 7 2 4 . 2 7 ' 600 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 P H O W 5 P H O 0' E L C E W T 21 22 23 6 2 0 610 612 620 30 29 31 28 27 26 25 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 / / / / / / 630 W P H / O / / O H P /// / / / / / / W 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 // / / // / / / 640 630 6 2 0 O H T O H P / // / / / W 620 630 610 Y 0 0 1 R 5805 8 0 0 9 5 6 0 0 610 620 630 6406 4 2 6 6 4 4 0 0 0 100' 200' 400' SCALE: 1" = 200' 100YR PAR M ER LANE CA M ER O N RD H W Y 2 9 0 BLUE G SUBJECT TRACT O OSE 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 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 SURVEY: 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 2/23/22W W W W W W 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 12 96' 94' 11 104' W P H O P H O W P H O W ' 0 5 1' 3 9' 1 0' 5 10 105' 9 108' W 0' 5 0' 5 8 112' 0' 5 0' 5 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 34' ' 5 1 R 5 0' 2 8 ' 1 0 5' '1 0' 5 8 1 ' 11 28 ' 3' 3 6 2 ' 1 2 ' 3 7 ' 1' 0' 3 6' 2 4' 2 2' 3 8' 1 3 7 ' 0' 5 6' 4 0' 5 111' 10 120' 9 0' 5 120' 8 120' 7 120' 6 120' 5 0' 5 M 0' 5 0' 6 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 0' 5 0' 6 0' 5 120' 4 120' 3 0' 5 ' 4 1 2 3' 120' 2 116' 4 5 ' 4 5 ' 19 1 2 0 ' 18 1 2 0 ' 4 5 ' L 20 1 2 0 ' 4 5 ' 4 5 ' 17 1 2 0 ' 16 1 2 0 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 7 3 ' 13 1 0 9 ' 14 1 2 0 ' 15 1 2 0 ' 4 8' 4 2 ' 3' 8' 4 5 ' 4 5 ' 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 ' 4 5 ' 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 ' 1 5 ' 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 ' 13 1 1 0 ' 12 1 1 0 ' 1 1 0 ' 1 1 0 ' 11 3 0 ' 1 5 ' 3 5 ' 1 0 ' 4 0 ' 5 ' 4 5 ' 8 5 ' 24 0 ' 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 0 ' 4' 2 1 9 5 ' 4 5 ' 4 5 ' 3 1 1 0 ' 2 1 1 0 ' 4 1 1 0 ' 8 1 1 0 ' 7 1 1 0 ' 6 1 1 0 ' 5 1 1 0 ' P 2 5 ' 2 0 ' 1 5 ' 3 0 ' 2 5 ' 2 0 ' 10 1 1 0 ' 9 1 1 0 ' 5 ' 4 0 ' 4 5 ' 0 ' P-52 0 ' D/OS 1 0 ' 3 5 ' 3 0 ' 1 5 ' 3 5 ' 1 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 ' 1 1 0 ' 57 1 1 0 ' 58 1 1 0 ' 56 1 1 0 ' 54 1 1 0 ' 55 5 0 ' 5 0 ' 5 0 ' 5 0 ' 5 0 ' 1 1 0 ' 51 1 1 1 1 0 0 ' ' 53 1 5 ' 5 0 ' 5 0 ' 1 1 0 ' 50 P 5 0 ' 5 0 ' 5 0 ' R 5 0' 59' 40' 5 0 ' 5 0 ' 3 5 ' 1' 1' 1 1 9' 5 9 5 ' 18 9 0 ' M 19 1 0 4 ' 1 1 3 ' 20 1 2 0 ' 21 2 5 ' 51' 51' 5 0 ' 4 7 '24 ' 0 1 3 2 ' 25 5 5 ' 26 5 5 ' 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 ' 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 T A G I N G A R E A 2 1 4 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 12 1 2 0 ' 11 1 2 0 ' 10 1 2 0 ' 5 0 ' 4 5 ' 1 0 5 ' 16 1 2 0 ' 15 1 2 0 ' 24' 3 5 ' 4 ' 4 1 ' 4 5 ' 4 5 ' 14 1 2 0 ' 13 1 2 0 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 4 5 ' 8 9 ' 24 '2 21 9 ' 4 ' 4 5 ' 4 5 ' 7 6 ' P 20 1 1 0 ' S-12 D/OS & WATER QUALITY ' 8 4 4 7 0 ' S S E C C D A N O P 9 8 ' 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 ' 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 ' ' 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' 1 9 ' 2 6 ' 4 5 ' 4 5 ' 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' 4 0 ' 2 4 ' ' 6 2 ' 0 5 ' 0 5 ' 5 4 2 4' S S A P K C W N A T S I ) W O R ' 0 5 ( ' 0 5 ' 0 5 ' 0 4 11' 11' 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 0 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' PAR M ER LANE CA M ER O N RD H W Y 2 9 0 BLUE G SUBJECT TRACT O OSE 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 68' 3 4 ' 0' 3 0' 3 5' 2 1 30 2' 0 5 33' 1' 2 26' 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' ' 3 9 5' 3 0' 5 120' 21 0' 5 120' 20 50' 8' 11' 42' CRAWFORD GLEN DRIVE (50' ROW) 17' 45' 23 46' 95' 0' 6 22 2 1 ' 4' 3 120' 24 120' 5' 4 5' 0' 4 0' 1 5' 3 25 120' 26 120' 5' 4 5' 4 5' 4 732' ' 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' 1' 9 1 1' 9 1 1' 9 1 G-20 AMENITY 5' 4 5' 4 120' 19 120' 18 120' 5' 4 5' 4 17 120' 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 A RIE W V O D R ( A O N R O R E M A C P H O W P H O W P H O W ) S 19 116' 0' 5 0' 5 0' 5 P H O W 0' 5 18 116' 17 115' 0' 5 0' 5 16 115' 15 115' 0' 5 0' 5 0' 5 W 0' 5 0' 5 0' 5 120' 19 120' 18 F 0' 5 120' 17 0' 5 120' 16 0' 5 120' 15 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' 14 0' 5 5' 1 120' 13 120' 120' 11 5' 1 0' 3 0' 2 5' 2 5' 2 0' 2 27 120' 28 120' 5' 4 5' 4 29 120' 30 120' 5' 4 5' 4 0' 3 5' 1 5' 3 0' 1 31 120' 32 120' 0' 4 5' 5' 4 F-12 D/OS 6' 4 33 120' 120' 34 120' 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' 1 6' 4 5' 4 5' 4 0' 2 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 10 114' 0' 5 9 114' 0' 5 8 114' 0' 5 7 113' 0' 5 0' 5 120' 10 4' 2' 4 0' 5 120' 9 0' 5 120' 8 35 120' 36 120' 6' 4 6' 4 37 120' 6' 4 8' 8' 3 2' 1 4' 3 6' 1 0' 3 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 0' 5 120' 7 120' 6 0' 5 120' 5 120' 4 38 120' 39 120' 0' 2 6' 2 4' 2 2' 2 40 120' F 41 8' 2 8' 1 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 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 11 120' 10 120' 5' 4 5' 4 9 120' 8 120' 5' 0' 4 0 0' 1 5' 3 5' 1 0' 3 0' 2 33 120' 34 120' 35 120' 5' 4 5' 4 7 120' 6 120' 5' 2 5' 2 0' 2 0' 3 36 120' 37 0' 5 0' 5 0' 5 0' 5 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 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' 0 13 2' 5 1 32' 18' 3' 4 1 12 110' 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 4' 50' 8' 47' ' 50' 4 2 5' 4 85' 6 M-1 D/OS 911' 14 120' 50' 50' 15 120' 50' 4 40'2 ' 95' 19 50' 45' 16 120' 17 120' 45' 45' 45' 45' 18 120' 45' 49' 5' 20 100' 19 120' 35' 24' 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' E. B R A K (120' R O W) E R L A N E 10 120' 50' 50' 11 120' K 12 120' 50' 50' 13 120' 50' 50' O E N D W) 50' RIV E 50' 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' 40' 24' S S G 45' E P A O W) P O A (50' R 116' 7 136' 45' 45' 110' 16 110' 15 14' 31' 31' 14' 45' 45' 110' 14 110' 18 55' 110' 17 45' 23' H 23' 21 110' 22 110' 54' 31' 31' 14' 31' 31' 95' 20 110' 68' 23 110' 24 110' 45' 45' 2 4 ' 35' 45' 45' 45' 45' 45' HOLIMONT DRIVE (50' ROW) 45' 45' 45' 110' 13 45' 110' 12 31' 31' 14' 110' 11 31' 31' 14' 110' 10 31' 31' 14' 25 110' 26 110' 45' 45' M A 2 4 : 6 5 : 9 2 2 0 2 / 3 2 / 2 : 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 R Y 0 0 1 R Y 0 0 1 R Y 0 0 1 R Y 0 0 1 100YR 1 0 0 Y R R Y 0 0 1 R 100Y 47' 42' 100YR 100YR R 6' Y 0 3 0 1 1 1 0 0 Y R ' 9 2 1 N-4 D/OS 1 0 0 Y R 1 0 0 Y R R 100Y 7' 3 11' 47' ' 2 3 ' 5 12' 135' 3 169' 2 1 0 0 Y R 1 0 0 Y R 3 4' 109' 110' 39 40 109' 109' 50' 50' R Y 0 0 1 100 Y R 243' 1 0 0 Y R 110' 37 50' R Y 0 0 1 110' 38 62' R Y 0 0 1 4 2 ' 40' REALITOS RUN (50' ROW) B 110' 36 63' 110' 35 110' 34 0 0 Y R 50' 1 110' 33 50' R Y 0 0 1 110' 50' R Y 0 0 1 100YR 100 Y R 3 7 ' 25' 0' 9 ' 6 6 29' '39' 2 2 172' N-1 138' D/OS E. BRAKER LANE (120' RO W) 82' 30 101' 3 97' '69' ' 2 2 2 2 ' 7 1 ' 7 2 29 1 1 1 ' 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 30' 3' 3 R Y 0 0 1 5' 4 5' 4 100YR 42 110' 43 93' 41 110' ' 2 1 5' 4 5' 4 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 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 1 0 0 Y 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 R Y 0 0 1 ' 0 5 ' 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 ' 5 0 1 ' 2 5 ' 0 8 ' 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 Y R ' 7 0 0 1 1 . 0 6 ' 0 6 . 4 0 1 ' 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 ( 2/23/22113' 0' 5 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 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' 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 6' 4 5' 4 120' 9 120' 37 120' 38 120' 6' 1 0' 3 0' 2 6' 2 4' 2 2' 2 39 120' 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 8' 2 8' 1 2' 3 4' 1 5' 4 5' 4 8 120' 7 120' 5' 4 5' 4 6 120' 0 5 120' 43 120' 44 120' 6' 4 5' 4 5' 4 5' 4 4 120' 3 120' 5' 3 5' 1 0' 3 0' 2 34 120' 35 120' 36 120' 5' 2 5' 2 0' 2 0' 3 37 120' 38 120' 5' 1 G 5' 3 0' 1 0' 4 39 120' 0' 5 40 120' 41 120' 0' 5 RIS C H C 0' 5 45 105' 0' 4 24' 5' 5 2 4' 2 120' 1 105' 5' 5' 4 5' 4 5' 5' 6 P H O 3 9 ' 15' W B-1 0' 2 5' 1 D/OS W 9 P H O 2 0' 2 1 3 0' 2 1 40' 45' 45' P H O W W P H O 4 0' 2 1 B 0' 2 1 5 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' 42 105' 0' 5 24' REALITOS RUN (50' ROW) 392' 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' 0' 2 1 11 0' 2 1 30' 15' 45' 12 0' 2 1 13 0' 2 1 14 0' 2 1 45' 45' 45' REALITOS RUN B 110' 36 62' R Y 0 0 1 63' 110' 35 110' 34 R Y 0 0 1 50' 120' 0' 5 0' 6 120' 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' 0' 5 0' 5 0' 6 115' 3 55' 5' 0 1 5' 0 1 5' 0 1 2 4' 2 8' 1 1 101' SUNGWOO PATH (50' ROW) 101' 3 1' 0'4' 1 8' 3 R 5 0' 39' 3 3 ' 2 1' 45' 3'10 ' 3 0' 2 1 4 5' 0 1 110' 7 95' H-6 D/OS 110' 14 31' 31' 14' 110' 13 31' 31' 14' 110' 54' 23 110' 45' 31' 31' 14' 31' 31' 24 110' 25 110' 45' 45' 35' 45' 45' 45' HOLIMONT DRIVE (50' ROW) 45' 45' 45' 45' 110' 11 110' 12 45' 110' 10 110' 9 14' 31' 31' 14' 31' 31' 69' 110' H-8 OS 14' 31' 31' 14' 31' 30 110' 38' 7' 42' 31 110' 26 110' 45' 45' 27 110' 28 110' 45' 29 110' 45' 45' 45' REALITOS RUN (50' ROW) 0 110' 30 50' 110' 29 50' 110' 28 50' R Y 0 0 1 110' 33 50' R Y 0 0 1 110' 32 50' 110' 31 50' 1 0 0 Y R 110' 27 50' 110' 26 50' 50' 110' B-25 D/OS 110' 24 48' R Y 0 0 1 1 0 7 ' 5 H 20' 38' H-32 OS 110' 62' 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' 15 0' 2 1 B 16 0' 2 1 17 0' 2 1 18 9' 0 1 45' 45' 45' R50' 1 1 2 ' 20 64' 19 1 1 6 ' 79' 5' 45' 110' 23 45' 45' 30' 30' 45' 108' 22 121' 21 82' 100 Y R 0 R Y 0 0 1 100 Y R 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' 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 100Y R R Y 0 0 1 1 0 0 Y R R Y 0 0 1 45' 45' 106 0' 2 1 105 0' 2 1 45' 45' 104 0' 2 1 103 0' 2 1 102 0' 2 1 45' 45' 45' 45' 45' 45' 726.37' S47°29'01"E 45' 45' 101 0' 2 1 100 0' 2 1 99 0' 2 1 45' B 45' 45' 45' 45' 45' 98 0' 2 1 97 0' 2 1 45' 96 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' A 45' 0' 3 1 4 0' 3 1 5 5' 5 5' 4 45' 45' 45' 0' 3 115' 6 130' 7 130' 8 0 134' 9 131' 10 1 2 2 ' 11 24 ' 0' 4 9' 3 9' 3 ' 3 4 E RIV Y D ) W O 0' R 5 ( E L L A V C I T S Y M ' 9 8 ' 3 4 4 3 ' 4 3 ' 3 1 ' 4 5 ' 4 2 ' 35' 9' 7 1 0' 1 1 45' 2 0' 1 1 45' 130' 45' ' 6 1 50' 23 8 9 ' 4 1 ' 4 5 ' 1 3 0 ' 22 1 2 0 ' 21 46' 3 1 ' ' 1 4 5 ' 4 5 ' 9' 2 8' 2 3 4 ' 6 0 ' 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 ' 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 ' 27 1 2 0 ' 26 1 2 0 ' 25 1 2 1 ' 141' 24 4 5 ' 5 5 ' 9 5 ' 9 5 ' 39' 3 0 ' 0 ' 4 5 ' 1 2 0 ' 20 5 6 ' 4 5 ' 1 1 ' 1 4 ' 5 0 ' 5 ' 2 8 5 ' 19 18 1 1 0 ' 17 1 1 0 ' 40' 3 0 ' 5 0 ' B R I D W E L L B E N D R O W ) ( 5 0 ' 5 0 ' 1 5 ' 5 0 ' A 1 A-33 D/OS 2 0 ' 1 2 0 ' 34 32 1 2 0 ' 1 2 0 ' 16 1 1 3 ' 5 0 ' 5 0 ' 5 0 ' 5 0 ' 36 1 2 0 ' 35 1 2 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 ' 5 0 ' O H P O H P 1 5 ' 5 0 ' ' 6 O H P 3 . O H P 3 / // 4 5 0 ' O H P / / / / / / 5 0 ' O H P / / / O H P A-43 ROW DEDICATION // / / / / / / / / / / / / / / / / 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 RIC T R A N S 1 2 3' M IS SI O 21 117' 1 ' 6 1 23 45' 45' 95 0' 2 1 94 0' 2 1 93 0' 2 1 45' 45' 11' 30' 40' 4 4 ' 45' 45' GANNET HOLLOW DRIVE (50' ROW) 45' 45' 45' 92 0' 2 1 91 ' 0 2 1 1 2 0 ' 90 1 2 0 ' 89 1 2 0 ' 88 B 45' 15' 47' 4 0 ' 8 ' 70' 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 1 3 ' 3 2 ' 4 3 ' 43' 43' 43' 14'7' 3 ' 3 39' 1 1 7 ' 81 5 ' 1 1 45' 3 0' 1 1 4 45' 0' 2 1 0' 2 0'1 2 1 45' 55' 5 0' 2 1 6 0' 2 1 7 0' 2 1 8 ' 4 2 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 1 ' 35' 79 S T A G I N G A R E A R Y 0 0 1 99' POND ACCESS 80 1 3 7' ' 1 0 1 R Y 0 0 1 5 8' 77 9' 1 1 5 6 ' 4 3 ' 42' 42' 1 3 6 ' 78 45' 55' R-10 D/OS 0 ' 5 5 0 ' 45' R 5 0 ' 59' 5 0 ' E V I 9 2 ' R D Y E ) L L A W O R V ' 0 R E 5 ( 1 0 5 ' I C A L G 5 5 ' 5 0 ' 9 9 5 ' 5 0 ' 12 1 2 0 ' 13 1 2 0 ' 11 1 2 0 ' 14 1 2 0 ' 15 24' 4 0 ' 3 3 1 1 9 9 ' ' 5 0 ' 5 0 ' 5 0 ' 5 0 ' 5 0 ' 5 0 ' 38 1 2 0 ' 37 1 2 0 ' 5 0 ' 4 0 '24 ' 40 1 2 0 ' 39 1 2 0 ' 1 2 0 ' 41 1 0 5 ' 5 0 ' 5 0 ' O H P O H P O H P / // 5 0 ' O H P O H P / / / O H P / // / / / / / / C E N T E R L I N E - E X I S T . / / / / / / / / / O H P 5 0 ' O H P / / / / / / 5 0 ' O H P / / / R O W / / / 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 / // / / / 4 2' O H P O H P / // / / / / / / / / / 4 6' 1' 7' 111' ' 5'2 1 2 0' R Y 0 0 1 1 0 0 Y R 100Y R 100YR 1 0 0 Y R R Y 0 0 1 100YR O H P 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 / / / / / / O H P O H P 1 0 0 Y R / / / / / / O H P O H P /// O H P 100YR /// ( R O W V A R I E S ) / / / / / / 1 0 0 Y R O H P O H P O H P 1 0 0 Y R / O H P B L U E G O O S E R O A D // / / / / / / / / / / / / / / / Y R 0 0 1 R Y 0 0 1 100Y R R Y 0 0 1 W P H O O H P // / W A-42 D/OS O H P 5 2 ' 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 0 ' / / / / / / N E A S E M E N T 4 5' O H P O H P O H P O H P / / / O H P / // / / / 9 7 ' O H P / // / / / O H P O H P / / / / / / O H P O H P / // / / / O H P / / / / / / P H O / / / / // 88.59' O H T O H P W /// P H O /// 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 ' / / / / / / 5 0 ' O H P O H P / // / / / 5 0 ' O H P / / / / / / E W O 4 ' T . R 4 X I S PAR M ER LANE CA M ER O N RD H W Y 2 9 0 BLUE G SUBJECT TRACT O OSE 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' R 1 0 0 Y 100YR R Y 0 0 1 R 100Y 1 0 0 Y R R Y 0 0 1 R Y 0 0 1 R Y 0 0 1 R Y 0 0 1 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 100YR 0' 9 93' 41 110' ' 2 1 5' 4 42 110' 43 110' 5' 4 5' 4 30' 3' 3 5' 4 R Y 0 0 1 5' 4 5' 4 R Y 0 0 1 R Y 0 0 1 5' 4 44 110' 45 110' 5' 4 5' 4 5' 4 5' 4 R Y 0 0 1 B 46 110' 47 110' 1 0 0 Y R 1 0 0 Y R 5' 4 5' 4 5' 4 5' 4 48 110' 49 110' 5' 4 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 5' 4 5' 4 110' 50 110' 51 110' 5' 4 5' 4 52 110' 53 110' 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 4' 5 4' ' 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 54 115' 55 115' 56 115' 57 115' 58 115' 59 115' 60 115' 61 115' 62 115' 63 115' 64 115' 115' 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 ' 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 ' 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 I Y A W S N A L P H S N A P S I ) W O R ' 0 5 ( 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 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 ' ' 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' 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' ' 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 94' 27' ' 8 5 B 65 1 2 1 ' 67 1 1 3' 5 3 ' 66 3 8' 54' 6 ' 24' 2 8 '12' R Y 0 0 1 1 0 0 Y R R Y 0 0 1 ' 0 3 0' 4 3 5 ' 1 0 2 ' 68 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 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 3 3' / // 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 /// W O O /// P H /// OHP /// O H P /// 100Y R 1 0 0 Y R R Y 0 0 1 B-10 D/OS & WATER QUALITY R Y 1 0 0 R Y 0 0 1 1 0 0 Y R 100YR R Y 0 0 1 R Y 0 0 1 100YR 1 1 0 4 ' O H P O H P / / / / / / 100YR O H P O H P 0 Y R 0 1 / / / / 1 0 6 0 ' O H P / // O H P 1 0 0 Y R // B-108 ROW DEDICATION / / / / / / / / / 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 . / / / 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. Y 1 0 0 R 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 A 8 0 : 7 5 : 9 2 2 0 2 / 3 2 / 2 : 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 2/23/22AUSTIN 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 A 1 1 : 7 5 : 9 2 2 0 2 / 3 2 / 2 : 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 2/23/22LOT 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 5800.71 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 5372.45 5625.00 6711.00 8265.77 5853.69 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 41 42 43 44 45 F F F F F F 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 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 A 7 0 : 8 5 : 9 2 2 0 2 / 3 2 / 2 : 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 2/23/22LOT 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 5951.71 RESIDENTIAL 7425.00 RESIDENTIAL 41 6551.71 RESIDENTIAL 5400.00 RESIDENTIAL 5919.09 RESIDENTIAL TOTAL 228091.09 H H 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 5400.00 RESIDENTIAL 4950.00 RESIDENTIAL 5862.26 RESIDENTIAL 4950.00 RESIDENTIAL 9258.23 RESIDENTIAL 4950.00 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 4950.01 RESIDENTIAL 4950.00 RESIDENTIAL 6785.90 OS 4950.00 RESIDENTIAL 7797.53 RESIDENTIAL 4950.00 RESIDENTIAL 6896.57 RESIDENTIAL 4950.00 RESIDENTIAL 5400.00 RESIDENTIAL 4950.00 RESIDENTIAL 5400.00 RESIDENTIAL 4950.00 RESIDENTIAL 5400.00 RESIDENTIAL 4950.00 RESIDENTIAL 5400.00 RESIDENTIAL 6001.71 RESIDENTIAL 5400.00 RESIDENTIAL 6001.71 RESIDENTIAL 5400.00 RESIDENTIAL 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 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 6000.00 RESIDENTIAL 10114.73 RESIDENTIAL 6000.00 RESIDENTIAL 4945.44 RESIDENTIAL 4899.56 RESIDENTIAL TOTAL 962900.82 9210.44 RESIDENTIAL 6000.00 RESIDENTIAL 4950.00 RESIDENTIAL 4971.13 RESIDENTIAL 41 42 M M M 22100.15 D/OS 6007.32 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4756.71 RESIDENTIAL 8704.29 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 RESIDENTIAL 4800.30 RESIDENTIAL 6444.85 RESIDENTIAL 4950.00 RESIDENTIAL 4950.00 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 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 4843.90 RESIDENTIAL 6951.33 RESIDENTIAL 5433.24 RESIDENTIAL 9614.64 RESIDENTIAL 5485.25 RESIDENTIAL 6000.00 RESIDENTIAL 5500.00 RESIDENTIAL 6000.00 RESIDENTIAL 5500.00 RESIDENTIAL 6000.00 RESIDENTIAL 4950.00 RESIDENTIAL 5400.00 RESIDENTIAL 5500.00 RESIDENTIAL 7151.71 RESIDENTIAL 4950.00 RESIDENTIAL 5400.00 RESIDENTIAL 5500.00 RESIDENTIAL TOTAL 82025.85 4950.00 RESIDENTIAL 5400.00 RESIDENTIAL 4950.00 RESIDENTIAL 6000.00 RESIDENTIAL 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 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 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 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 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 6551.71 RESIDENTIAL 6551.71 RESIDENTIAL 5399.97 RESIDENTIAL 5399.97 RESIDENTIAL 5399.95 RESIDENTIAL 5399.95 RESIDENTIAL 5399.94 RESIDENTIAL 5399.94 RESIDENTIAL 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 13 14 15 16 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 7973.86 RESIDENTIAL 3223.75 D/OS 5869.44 RESIDENTIAL 9247.60 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 5977.48 RESIDENTIAL 5399.92 RESIDENTIAL 5399.92 RESIDENTIAL 5500.00 RESIDENTIAL 5399.90 RESIDENTIAL 5399.90 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 TOTAL 88100.79 TOTAL 88100.79 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 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 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 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 RESIDENTIAL 92251.06 D/OS & WATER QUALITY TOTAL R 153335.89 TOTAL 335337.62 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 6322.53 RESIDENTIAL 6326.48 RESIDENTIAL 5400.00 RESIDENTIAL 5400.00 RESIDENTIAL 6551.71 RESIDENTIAL 7151.71 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 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 A 4 5 : 9 5 : 9 2 2 0 2 / 3 2 / 2 : 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 2/23/22R 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 A 5 5 : 9 5 : 9 2 2 0 2 / 3 2 / 2 : 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 2/23/22CITY OF AUSTIN –DEVELOPMENT SERVICES DEPARTMENT SUBDIVISION APPLICATION – MASTER COMMENT REPORT CASE NUMBER: UPDATE: CASE MANAGER: C8-2020-0112 U1 Joey de la Garza PHONE #: 512-974-2664 PROJECT NAME: LOCATION: Braker Valley Subdivision Preliminary Plan 4806 BLUE GOOSE RD SUBMITTAL DATE: March 7, 2022 FINAL REPORT DATE: March 17, 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). UPDATE SUBMITTAL INSTRUCTIONS (LDC 25-1-83): 1. Applicants must make an appointment with Intake Staff (974-1770) in order to submit an update. 2. Your update must include the following items: a. This report b. The revised plat/plan in pdf format c. A letter that addresses each comment in the master comment report 3. Updates must be submitted on an approved submittal date, between the hours of 8:30 am and 4:00 pm. Refer to the submittal calendar for a list of approved submittal dates. REVIEWERS: Planner 1: Chima Onyia Electric: Andrea Katz PARD / Planning & Design: Justin Stewart Drainage Engineering: Kyle Virr Environmental: Babatunde Daramola Flood Plain: Katina Bohrer Water Quality: Kyle Virr Electric Review - Andrea Katz - 512-322-6957 EL 1 – EL 3. U1: Comments cleared. EL 4. U1: Comment pending. Some transmission pole locations may be too close to proposed curb/drive aisles. Transmission group is reviewing for clearances. ATD Engineering Review - Bryan Golden - 512-974-2426 ATD 1. TR1. Please show a survey tie across all existing streets bordering or traversing this subdivision and show the entire right-of-way (i.e. show the opposite right-of-way line) to verify right-of-way width. LDC 25-4-131. This applies specifically to Blue Goose Road and Cameron Road. FYI: The adopted ASMP requires 78 ft. of ROW for Blue Goose Road and Cameron Road. Indicate area to be dedicated. The new property line bearing should reflect area of ROW to be dedicated at the time of final plat. ATD 2. Show the location of 6 foot sidewalks according to City Standards along E. Braker Lane . LDC 25-6-352; TCM, 4.2.1. Please revise the street table accordingly. ATD 3. Show the location of sidewalks and pedestrian paths by a dotted line within all pedestrian U1: Comment cleared. U1: Comment cleared. access ways. U1: Comment cleared. Drainage Engineering 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. DE1: DCM 1.2.2(D) states, “Stormwater runoff peak flow rates shall not be increased at any point of discharge from a site for the two (2), ten (10), twenty-five (25) and one hundred (100) year storm frequency events”. Please provide the information necessary to verify compliance. DE2: Please provide an electronic copy of the model used for hydrologic engineering and planning for U1: Pending WQ4 and WQ5. the site. U1: Pending WQ4 and WQ5. DE2 to DE10: CLEARED Environmental Review - Babatunde Daramola - 512-974-6316 Update 1 3/11/2022 COVERSHEET NOTES [LDC 25-8, Article 1] EV 1 Add the following note to the plan set coversheet: "A Land Use Commission variance was granted on Month, Day, Year 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. Update 1 Comment pending. Pls add the date (month, day and year). Flood Plain Review - Katina Bohrer - 512-974-3558 (i) (ii) Reviewer notes: Site is located in the upper watershed of Walnut Creek with a small amount in Harris Branch. Site does not have FEMA floodplain, but does have a creek with critical water quality buffer on it thus indicating more than 64 acres of contributory drainage which requires a floodplain study. Site address: 4806 Blue Goose Rd. HMS modeling accounts for Atlas 14. Associated Project Assessment was not approved by FP review due to significant issues with the modeling. Models provided for review includes all iterations of modeling reviewed with PA though it appears that the models submitted may indeed be different since there were updates in weir length between the old proposed and the new proposed in HMS, and there are differences in flow files and geometry files (the model submittal is organized poorly – U2 only has HMS models, U1 has HMS and RAS models). RAS modeling for post project conditions inexplicably ends halfway through the site and does not cover the entire project area. As such modeling cannot be reviewed for post project conditions until a complete model has been submitted. Weirdly, the PA model which was non-compliant is actually more complete than the model which has been provided for this review. In Date: 4/29/2021. Notice to applicant: Applicant must remedy all compliance issues without creating additional compliance issues with the LDC and/or Criteria manuals. A response that fails to correct an issue, or which creates other issues does not comply with the LDC and is insufficient to address the comments. The comments provided describe an issue that must be remedied in order for the application to be approved. Any specific examples are provided as a courtesy and are not intended as an exhaustive list, especially as the site may be updated to have additional compliance issues. Contact this reviewer if you have any questions Katina.Bohrer@austintexas.gov FP1. The site, as shown on the plan provided, is not in compliance with the following sections of the Land Development Code. Please correct your application to be in compliance with Code. 25-7-8 – Computation of Storm Runoff 25-7-33 – Floodplain Maps, Delineation, and Depiction 25-7-61 – Criteria for Approval of Development Applications 25-7-62 – Certificate of Professional Engineer Required for Certain Alterations and Improvements 25-7-152 – Dedication of Easements and Rights-of-Way a. b. c. d. e. FP2. The site, as shown on the plan provided, does not meet requirements set in the Drainage Criteria a. b. Manual Section 1 “Drainage Policy.” Please correct your application to be in compliance with Criteria Detailed Information Current modeling shows rises in off-site cross sections in direct violation of DCM and LDC requirements. UPDATE 1: There are still off-site rises in the 100-year floodplain (see cross section 4088). Easement may be purchased to contain offsite rises, or modeling and grading may be refined until rises are 0.00’. See Update 1 to FP7A. City of Austin Regulatory floodplain delineations should be based on the best available data including site specific topographic data per DCM 1.2.6. The applicant’s engineer should delineate water surface elevations generated by the regulatory model onto site gathered topo data. UPDATE 1: Applicant’s engineer has confirmed floodplain is delineated to best data available. Comment Cleared. c. b. a. FP3. The modeling provided does not meet requirements set in the Drainage Criteria Manual Section 2 “Determination of Storm Run Off.” Modeling must be in compliance with criteria prior to approval. Detailed Information: Since HMS has the ability to calculate flow from a specified drainage area, e.g. Drainage Area Ex 30; why do an interpolation based on total drainage area instead of simply using just the flow out of the specified area? (i.e. why do 53.8% of flow from Junction 1 instead of simply using EX-30?) UPDATE 1: Comment cleared. At some point, the Junctions DO line up with the stream to be modeled, but these junction flows are never used (only percentages of the flows), this is incorrect (the entirety of the flow between Junction 1 and POA 1 goes through your site, ipso facto the entirety of those flows should be in the modeling, and not portions of these flows). Correct as necessary. UPDATE 1: Comment cleared. Tip: I would expect the full amount of Junction 1, POA 1, and POA 0 to be in the model. I would expect a percentage of Junction 1 (or ideally, a percentage of E30 to be used upstream of Junction 1, and if you needed it, a percentage of POA 1 to be used between Junction 1 and POA 1); I would expect similar percentage uses in the post-project model. UPDATE 1: Comment cleared. Tip: DCM 2.2.1 specifies that ponds should not be included in floodplain hydrology models. Because of this, we usually expect a Pre Project model where everything off site is fully developed while On Site is pre project and a Post Project model where everything off site is fully developed, while everything on site is proposed (including ponds) in order to prove that the flow leaving the site is staying the same or decreasing, and then the flows used in modeling are either offsite fully developed and on-site as proposed SANS ponds, OR everything fully developed (assuming that fully developed is more impervious cover than proposed). These resultant “worst case scenario” flows are then used for floodplain modeling both pre and post project hydraulics so that it can be determined whether the grading has an impact on the floodplain. (additionally, this is a comment which should have been made by your original floodplain reviewer for the PA, but it was not, so I’m not requiring it for this one). UPDATE 1: Comment cleared. d. FP4. The modeling provided does not meet requirements set in the Drainage Criteria Manual Section 6 a. b. “Open Channels.” Modeling must be in compliance with criteria prior to approval. Detailed information: The cross section location maps do not correlate to either of the RAS models (the maps go up to XS 6040 and use the same cross sections while the RAS models do not). Correct as necessary. UPDATE 1: Comment cleared. The RAS models do not use the same cross sections, nor do they use the same flows. A comparison between pre and post cannot be made until there is a correlation between pre and post conditions. Correct as necessary c. d. e. f. g. h. i. j. k. l. UPDATE 1: different flows are used between existing and proposed, but the report adequately explains why this is. Areas offsite use the same pre/post flows. Comment Cleared. The post project conditions model cuts off at XS 1126.45 (which is in the middle of the site) which appears to correlate to XS 3236.22 in the pre project conditions, which correlates to XS 3465 in the cross section maps. All of these things should be using the same cross section numbering scheme. Correct as necessary. UPDATE 1: Comment cleared. Extend the post project conditions downstream to the end of the project area. UPDATE 1: Comment cleared. Additional “Detailed Information” will be provided when modeling has been updated and is able to be reviewed. Additional “Detailed information” will be provided until modeling shows compliance with DCM Section 6 and LDC 25-7. UPDATE 1: FYI comment only. Comment Cleared. Downstream reach lengths cannot be verified until Cross Section location maps and modeling correlate. Downstream reach lengths effectively are the same for LOB, Channel, ROB which is not necessarily the case based on cross section orientation and RAS hydraulic guidance. Based on review of the cross section location map, specifically confirm reach lengths for overbanks on XS 6040, 5590, 4540, 4390, 4088, 3149, 2621, 2463, 1930, 1731, 1529, 1369, and 1191. UPDATE 1: Comment cleared. FYI: N-values generally appear appropriate but cannot be confirmed until post project conditions model extends through the entirety of the project site. UPDATE 1: Comment cleared. FYI: The pond weir cannot be confirmed to correlate between HMS and RAS until the pond has been inserted into the post project conditions RAS model. UPDATE 1: Comment cleared. HMS/RAS match FYI: contraction/expansion coefficients around inline structures cannot be confirmed until all inline structures have been added to the post project model. UPDATE 1: comment cleared. The Existing conditions model does not have the existing culvert in it, but the cross section location maps would indicate that the model should have the current existing roadway crossing in the model. Correct as necessary. UPDATE 1: Comment cleared. Ensure that the correct models were submitted for review. As indicated in Reviewer Notes at the top, the U2 folder only has HMS and the U1 folder has HMS/RAS models – the project assessment did manage to get to U3 which had both HMS and RAS models. UPDATE 1: Updated models provided for review and are SIGNIFCANTLY better. Thank you! Comment cleared. Culvert modeling of all culverts will be confirmed once a complete model has been provided. UPDATE 1: Plans and report do not specify information for culverts – since this is a prelim plan, I’m not concerned about it. Be aware that at subdivision construction, the modeling will be reviewed to confirm that the plans and the model match. For what it’s worth, the culvert modeling looks appropriate for what is in the model. Comment cleared. Recommend using culverts which are more than 2’ tall to make maintenance of them easier and less frequent as squat culverts tend to clog with debris easier. Understood that 2’ is the minimum culvert height needed, but recommend using something like 3’ or 4’ tall instead. (this wouldn’t need to be done at this point since there isn’t any information on the plans about the proposed culverts) FP5. FYI: Plat note 40 references “lot XX block YY” instead of an actual lot/block. UPDATE 1: Comment cleared. FP6. The site, as shown on the plan provided, is not in compliance with LDC 25-7-8. a. Detailed Information: See comments above about which flows to use in RAS to provide an apples-to-apples comparison for no adverse impact and floodplain extents determination. a. b. a. UPDATE 1: Comment Cleared. FP7. The site, as shown on the plan provided, is not in compliance with LDC 25-7-61. Detailed Information: If modifications to the floodplain are proposed, the applicant must show that there are no adverse impacts to the floodplain as a result of the modification. Adverse impacts include a loss of floodplain storage volume and rises in flood elevations on adjacent properties. Applicant may have to provide supporting documentation, including modeling to show no adverse impacts as a result of the proposed development. UPDATE 1: Confirm correct model was sent and correct version of RAS was used for calculations – I get slightly different answers for pre and post conditions (my post conditions match the information in the report, but the pre project outputs do not). Additionally, provide cut/fill balancing calculations for work within the floodplain to prove there is no loss of floodplain storage volume (alternately, provide explanation as to how the loss of floodplain storage volume would not constitute an adverse impact because of the inline pond which mitigates for the loss of floodplain storage volume by ensuring that the water does not move downstream quicker than it did in pre project conditions). In looking specifically at the flows, it appears that the table in the appendix of the report has a flow change in existing conditions at XS 3899 as opposed to at 3980 (which is in the model). This is enough of a change to create a few differences at the cross section and for 3 upstream which creates an adverse impact at the one just offsite. I think if you make the flow changes in the model match what you’ve got in your report appendix, it addresses the rises I’m seeing thus making your project meet No Adverse Impact. [NEW] The associated floodplain report must be signed and sealed. Please sign and seal the report. FP8. The site, as shown on the plan provided, is not in compliance with LDC 25-7-33. Detailed Information: Please delineate and clearly label the Proposed Site Conditions Fully Developed 100-year floodplain (a line type is indicated [line dash dash line], but that particular line type is not on the plan set) UPDATE 1: Floodplain is delineated, but it cuts off in backwater areas – please extend the floodplain up these backwater areas (I’m pretty sure the model bounding polygon is cutting off the backwater areas which is fine, the delineation just needs to be hand added). (in the one directly above, it is possible the floodplain IS supposed to do this, but there is no grading shown which would make me think that it would follow along the property line, hence I’m lumping it under the “bounding polygon” issue) FP9. The site, as shown on the plan provided, is not in compliance with LDC 25-7-152. a. Detailed Information: Discuss with case manager whether D/OS is standard enough to not be spelled out elsewhere in the prelim plan. UPDATE 1: I did not see this note/callout. Can you direct me to where I should look? FP10. Be aware that at Subdivision Construction stage, to prove compliance with LDC 25-12-3 Section 202, (now shows up in the LDC 25-12 as Article 3) the building official shall require submission of a certification by a Professional Engineer licensed in the State of Texas, along with the supporting technical data in accordance with the City of Austin Drainage Criteria Manual, that demonstrates that such development will not cause any increase of the level of the design flood in compliance with LDC 25-12-3 appendix G103.5. Please provide this certification and modeling demonstrating that the proposed development will not cause a rise in the floodway’ FP11. Be aware that at Subdivision Construction stage, to prove compliance with LDC 25-7-62, the applicant shall provide certification that the proposed creek-bed alterations and any structure which is within the creek bed (e.g. dam structure, culverts, etc.) is sufficiently strong enough to resist the effects of flood forces acted upon the item. PARD / Planning & Design Review - Justin Stewart - 512-974-9475 Update: 0 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. Please provide this reviewer with a parkland exhibit showing credited acreage, location of trail (and trail type), two open field play areas. Subdivision Review - Joey de la Garza - 512-974-2664 All comments 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 WQ3: CLEARED WQ4: Water quality controls are required if the total of new and redeveloped impervious cover exceeds 8,000 square feet in all watersheds other than Barton Springs Zone. Provide a water quality plan using the assumed values for impervious cover for single-family subdivisions shown in Land Development Code Section 25-8-64. It also appears that certain areas designated for homes may not have IC runoff that will get to the proposed water quality ponds. Please confirm that ALL new IC will be treated by the proposed ponds. U1: Please update grading so at least the front half of the lot drains to the street or put in a water quality control (i.e., rain garden) to treat the proposed area. 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. Wetlands Biologist Review - John Clement - 512-974-1475 U1: Pending WQ4. WB1. U1. Comment cleared. WB2. U1. Comment cleared. Site Plan Plumbing - Cory Harmon - 512-974-2882 APPROVED The proposed preliminary plan (C8-2020-0112) is approved from a plumbing code perspective. End of Report