B-09 (C8-2018-0122.4A - EastVillage Single Family Phase 4 Final Plat; District 1).pdf — original pdf

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SUBDIVISION REVIEW SHEET CASE NO.: C8-2018-0122.4A COMMISSION DATE: May 18, 2021 SUBDIVISION NAME: EastVillage Single Family Phase 4 Final Plat ADDRESS: 4605 E Howard Ln APPLICANT: RH Pioneer North, LLC (Annie Atkinson) AGENT: T. Walter Hoysa, P.E. (LJA Engineering, Inc.) ZONING: PUD NEIGHBORHOOD PLAN: N/A AREA: 10.69 acres COUNTY: Travis LOTS: 63 DISTRICT: 1 WATERSHED: Harris Branch (Suburban) JURISDICTION: Full Purpose SIDEWALKS: Sidewalks will be constructed along Syndicate Rd, Cobalt Ln, Oxford Vineyard Ln, Poco Dr and Pear Light Rd. DEPARTMENT COMMENTS: The request is for the approval of EastVillage Single Family Phase 4 Final Plat, a subdivision out of the approved EastVillage Single Family Phase 4 Preliminary Plan (C8-2018-0122) comprised of 63 lots on 10.69 acres. Staff recommends approval of the plat, subject to the conditions listed in the attached comment report. After the conditions are met, the plat will comply with LDC 25-4-84(B). The condition is that the applicant must post fiscal. This is an administrative action that require no discretionary review. An application that has been approved with conditions may be updated to address those conditions until the application expires and the plat does not need to be heard before the Commission again. STAFF RECOMMENDATION: Staff recommends approval of the plat, subject to the conditions listed in the comment report dated May 14, 2021, 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 May 14, 2021 B-91 of 6Legal Description: EASTVILLAGE Single Family Phase 4 Final Plat Doc. no.______ T N E M E S A E IC R T C LE E ' 10 3 T O L T N E M E S A E E G A N I A R D PROJECT LOCATION N Y E S I V R V A U S R T G N I H S U C L E U M A S GRAVEL ROAD ( R Y . O A G . W E R . V L A A R N I E E S ) EXIST 36" RCP STORM FL = 636.29' EXIST 36" RCP STORM FL = 635.44' T N E M E S A E C I R T C E L E ' 0 1 A E T IO T R A D N YE O LO 10 0 F IM A C X O LO R P P A IN LA P T N E M E G A E S A N I A E R D 4 6 1 . O N T C A R S A T S B X E T A , 0 7 Y T N . O U O N C 0 6 1 . O N T C A R T S S A X B A E T 0 5 , . Y T N O N Y U O C E V S I V R U S A R T O 3 3 T T O O L L R T S A C A T I U G I R A M A E T IO T R A D N YE O LO 10 0 F IM A C X O LO R P P A IN LA P 0 6 1 . O N T C A R T S S A X B A E T , 0 5 . O N N U O Y T 4 6 1 . O N T C T S A R S A X B A , E T 0 7 Y T EXIST 36" RCP STORM FL = 635.08' EXIST 36" RCP STORM FL = 635.18' O N . N U O Y E V C S I R U S V A G N I R T H S U C L E U M A S Y C E V S I R U S V A R T O R T S A C A T I U G I R A M E Y 12 A W L. D A O O V R N E 2 2 T . .C . G .T E 5 M P , .R .P S A 3 6 R 1 L 2 L G 4" & 2" METAL CONDUIT 5 L 6 L 3 L 7 L TRAFFIC CONTROL POLE (NOT IN USE) CROSS WALK POLE TRAFFIC CONTROL POLE (NOT IN USE) E P A R M E R ( 2 0 L 0 A ' 4 3 . 7 ' R N E . O / F . W . M . ) . 7 3 4 G 3 8 W " 4 CROSS WALK POLE L.S. ESMT. DOC#200499901 3 ' 6 5 ° GAS ESMT. DOC#2004229951 2 6 N 3" PVC CONDUIT . .) D V L .W .O B N U G ' R S 0 0 (1 M A S 3" PVC CONDUIT EXIST 36" RCP STORM FL = 630.70' E . H O W 2 2 T T O O L L 3 3 T T O O L L 4 4 T T O O L L N N I O I A L T P A C D O O L O L E F T A R A M I X O E Y 0 R P 0 1 P A METAL MONO TOWER ELECTRIC TRANSFORMER LINE (TYP) 1064.58' 27°19'21"E N A R D ' ' ' 0 0 0 .1 .1 .1 3 3 3 3 3 3 4 4 4 "E "E "E 9 9 9 '4 '4 '4 8 8 8 °2 °2 °2 6 6 6 2 2 2 N N N S 6 2 ° 5 6 '0 9 " E 3 5 9 . 3 5 ' S S S N L A TO Y A G '3 '3 '3 6 6 6 4 4 4 ' ' ' 2 2 2 4 4 4 0 0 0 0 0 0 2 2 2 3 3 3 5 5 5 E E E . . . " " " 2 2 2 ° ° ° W IN RIV N E IN T S M S T G N Y M S R E 9 E 5 N 2 IO E 5 1 S 0 IS 0 2 0 2 # S S S 6 6 6 3 3 3 ° ° ° 1 1 1 8 8 8 '2 '2 '2 1 1 1 " " " E E E 5 5 5 3 3 3 6 6 6 .8 .8 .8 3 3 3 ' ' ' U A ' 0 R 1 T C N A O D D E L A N D C R IV E Y E 209.19' 209.19' 209.19' 27°36'50"W 27°36'50"W 27°36'50"W S S S S S S 6 6 6 3 3 3 ° ° ° 2 2 2 0 0 0 '5 '5 '5 2 2 2 " " " E E E 2 2 2 0 0 0 8 8 8 .7 .7 .7 5 5 5 ' ' ' 208.70' 208.70' 208.70' 27°39'57"E 27°39'57"E 27°39'57"E S S S RIVE D SU RA KA R STREET MONTGOMERY STREET RRA TA R. D N A C N Y A ERTO W LD A S S S 6 6 6 2 2 2 ° ° ° 5 5 5 2 2 2 '4 '4 '4 8 8 8 " " " E E E 8 8 8 2 2 2 2 2 2 . . . 8 8 8 2 2 2 ' ' ' S Y N D I C A T E R O A D B C A O B L A T L T L L A A N N E E C 1 P R O P O S E D 1 0 ' A . E . D 394.54' I S T . E S M T S 6 2 ° 5 7 ' 3 5 " E 1 0 4 . 0 7 ' 30°43'46"W S C O Y STREET LIFT STATION PER SP-2018-0176D VE E N RO VE LA E N G RO RD G LA RD A H A H RC RC O G LO O TH N A P E A P R E A R L L I G I G O H H T T R O R A D O P E P E L L L L R O R A O D A D A D RD E N EYA LA RD VIN EYA E N VIN LA 30°50'28"W S 2028.77' RD RD XFO XFO O O C R E S S A N 6 0 ° 2 8 '4 3 " W 1 2 4 7 . 2 8 ' L D R I V E M D A O R L E V A R G D A O L R E V A R G O D A G O S 6 2 ° 5 2 '3 8 " E 5 3 6 . 7 3 ' 1 N 2 0 3 6 .1 °5 5 9 ' '5 9 "E S O U T H W E S T E R N D O B C E T M S . E .E 100' A E R U T U F . N L L O A O . P . 2 N D 0 0 A . R . T 9 0 T & . C 6 1 T 3 P E R . T . 9 O 2 A 1 P 5 O ' W S N 5 9 ° 0 9 ' 3 2 " W 3 4 8 . 9 5 ' 457.91' 30°50'28"E N S . E W E M D . E S M T E F U N T U T R E 5 0 ' A . E . E S M T N 5 9 ° 0 9 ' 3 2 " W 5 3 0 . 3 5 ' LOWER COLORADO RIVER AUTHORITY 100' WIDE TRANSMISSION LINE EASEMENT VOL. 630, PG. 47 D.R.T.C.T. EXIST 18" CMP STORM FL = 636.36' Y ( R A G . O E R . W L A . V N A E R I E S ) EXIST 18" CMP STORM FL = 637.89' D A O R L E V A R G ) S E IE N R A L A . V R E .W G .O A . Y (R E GTS S 8 L ' 6 E " 7 2 . 3 ' 9 3 5 9 1 3 ° 2 6 S G G S S ' 2 6 . 0 8 9 W " 1 G G 2 ' 7 5 ° 2 6 N EXIST 42" RCP STORM FL = 625.20' L9 L10 L11 W E P A R M E R ( 2 0 0 L A ' R N E . O / F . W . ) GTS . . M 3 7 L13 14 12 L L 4 L17 L15 L16 3407 E. Howard Lane W W P TRAFFIC CONTROL BOX 2" MEATL CONDUIT A R GTS GTS M E R L A N E . T 1 5 9 9 2 2 4 0 2 # M S E S A ' G 0 1 C O D . .) D V L .W .O B N U G ' R S 0 0 (1 M A S . T 1 5 9 9 2 2 4 0 2 # M S E S A ' G 0 1 C O D . .) D V L .W .O B N U G ' R S 0 0 (1 M A S LOCATION MAP-4 8x11.dgn Default 1/7/2021 4:02:36 PM B-92 of 6B-93 of 6B-94 of 6CITY OF AUSTIN –DEVELOPMENT SERVICES DEPARTMENT SUBDIVISION APPLICATION – MASTER COMMENT REPORT CASE NUMBER: UPDATE: CASE MANAGER: C8-2018-0122.4A U1 Joey de la Garza PHONE #: 512-974-2664 PROJECT NAME: LOCATION: East Village Single Family Phase 4 3407 E HOWARD LN SUBMITTAL DATE: FINAL REPORT DATE: May 12, 2021 May 5, 2021 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 December 31, 2021. 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: Elsa Garza Environmental: Pamela Abee-Taulli Subdivision: Joey de la Garza 911 Addressing Review - Jorge Perdomo - 512-974-1620 AD1: This plat review is cleared; however, any changes to street names, street name labels, or street layouts will require a new review. §25-4-155 B-95 of 6Subdivision Review - Joey de la Garza - 512-974-2664 All comments cleared. Transportation Planning - Martin Laws - 512-974-6351 TR1. Provide the following note stating that streets will be constructed to City of Austin standards. LDC TR2. New subdivisions must have at least two access streets, and each must connect to a different external street, unless otherwise approved by the Director. LDC 25-4-157(B). Environmental Review - Pamela Abee-Taulli - 512-974-1879 EV 1 Cleared EV 2 Fiscal is approved. Please contact the Fiscal Office at FiscalSurety@austintexas.gov for payment information. Please let me know when it is posted so I can clear the comment. Thank you. 25-6-171(a). U1. Comment cleared U1. Comment cleared END OF REPORT B-96 of 6