B-16 SP-2021-0079C - Sky Mountain; District 8 Part2.pdf

Planning Commission – July 12, 2022

B-16 SP-2021-0079C - Sky Mountain; District 8 Part2.pdf — original pdf

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9429489169548949749681026936916960956910962908924990944978942940988992986926101495895690493092210421002900970932100410301006946918994103291492210069529789469981036100894410361010100093893410109568869789389329909569949501006898996888898948920936900924936100010329841006958100495293810129069289888949349909669129969189529489449161040924904972920972926934914906102289088610161002103010329869708969781034100296010101004916936958960984922942970946922964960924100898296210368849689221024103890890692010149029189729029049409769409289809349729881034976974962966998942906956962968958100896695095296093097096410109409449649269461032984942952956992948946898950918101297810309521012920990102893095497299491493491210281022992966962910968964100895210269369389869609281028103093092895010108881026954982102810189129481024102010169321006980976100210229741014100894294495292694495493694095094610009561024938958966960962968996964101297297093293410141008101810161020994101293493210109409429301004100289299810009969949929909369889869449849829389809769489781020974950972902101610149409529449549421018918956962964966960910908968958964960968962966970970948100691295095495699610049989941000972976982984980974978986990992988WILLIAMSONCREEK³±71MEDICINECREEKDROLDBEECAVESRDSUNSET RDGSKY MOUNTAIN DRMOUNTAIN SHADOWS DRCOVEREDBRIDGEDRTRAVISHILLSDRREHOBETHCIRSHUMARDOAKTRLCEDARELMTRLOLEANDERTRLTRAVIS COOK RDBELL DRMOUNTAINCRESTDRFORTBENTONDRCopyright nearmap 2015Path: K:\GIS\LJA Austin\Due Diligence Report\A439-0401\A439.0401.aprxTHE AUTHORS OF THIS EXHIBIT HAVE USED THEIR BEST EFFORTS IN ITS PREPARATION. THESE EFFORTS INCLUDE THE DEVELOPMENT, RESEARCH, AND TESTING OF THE THEORIES AND PROGRAMS TO DETERMINE THEIR EFFECTIVENESS. HOWEVER, NEITHER THE AUTHORSNOR THE U.S. GOVERNMENT NOR ANY AGENCY THEREOF, NOR ANY OF THEIR EMPLOYEES, NOR ANY OF THEIR CONTRACTORS, SUBCONTRACTORS, OR THEIR EMPLOYEES, MAKE ANY WARRANTY EXPRESS OR IMPLIED, OR ASSUME ANY LEGAL LIABILITY OR RESPONSIBILITY FORTHE ACCURACY, COMPLETENESS, OR USEFULNESS OF ANY INFORMATION APPARATUS, ALGORITHM, PRODUCT, OR PROCESS DISCLOSED, OR REPRESENT THAT ITS USE WOULD NOT INFRINGE ON PRIVATELY OWNED RIGHTS.THIS PRODUCT IS FOR INFORMATIONAL PURPOSES AND MAY NOTHAVE BEEN PREPARED FOR OR BE SUITABLE FOR LEGAL,ENGINEERING, OR SURVEYING PURPOSES. IT DOES NOTREPRESENT AN ON-THE-GROUND SURVEY AND REPRESENTSONLY THE APPROXIMATE RELATIVE LOCATION OF PROPERTYBOUNDARIES.AERIAL PHOTOGRAPH: NEARMAP 2022TRAVISCOUNTY05001,000250FEETDATA SOURCE: CHANNELS - FEMA, CONTOURS (2FT) - TNRISSITE BOUNDARYCHANNELSCONTOURSLEGENDAPRIL 2022TOPOGRAPHIC EXHIBITAPPROX. AC.A439-0401SKY MOUNTAIN TRACT1 of 5EDWARDS AQUIFERCONTRIBUTING ZONEWILLIAMSONCREEK³±71MEDICINECREEKDROLDBEECAVESRDSUNSET RDGSKY MOUNTAIN DRMOUNTAIN SHADOWS DRCOVEREDBRIDGEDRTRAVISHILLSDRREHOBETHCIRSHUMARDOAKTRLCEDARELMTRLOLEANDERTRLTRAVIS COOK RDBELL DRMOUNTAINCRESTDRFORTBENTONDR¬«886¬«883¬«913¬«918¬«940¬«906¬«901¬«894¬«898Copyright nearmap 2015Path: K:\GIS\LJA Austin\Due Diligence Report\A439-0401\A439.0401.aprxTHIS PRODUCT IS FOR INFORMATIONAL PURPOSES AND MAY NOTHAVE BEEN PREPARED FOR OR BE SUITABLE FOR LEGAL,ENGINEERING, OR SURVEYING PURPOSES. IT DOES NOTREPRESENT AN ON-THE-GROUND SURVEY AND REPRESENTSONLY THE APPROXIMATE RELATIVE LOCATION OF PROPERTYBOUNDARIES.AERIAL PHOTOGRAPH DATE: NEARMAP 2022TRAVISCOUNTY05001,000250FTDATA SOURCE: FLOODPLAIN DATA - FEMA, EDWARDS AUIFER -TCEQ, EROSION BUFFER AREA, CEF BUFFER - CITY OFAUSTIN, GCW HABITAT OVERLAY - USFWSBFECHANNELS100 YEAR500 YEARZONE ASITE BOUNDARYEDWARDS AQUIFERCONTRIBUTING ZONEEROSION HAZARDBUFFER AREACRITICALENVIRONMENTFEATURE BUFFERLOW QUALITY GCWHABITATMEDIUM QUALITYGCW HABITATHIGH QUALITY GCWHABITATLEGENDAPRIL 2022ENVIRONMENTAL EXHIBITAPPROX. 22 AC.A439-0401SKY MOUNTAIN TRACT2 of 5IR IR IR IR IR IR IR IR IR IR IR IR 5' INTERIOR SETBACK IR IR IR IR IR I R 5' INTERIOR SETBACK NUMBER MIN ELEV MAX ELEV COLOR I R I R 2 0 X E T E E H S E E S R I R I A 995 990 5 8 9 1+00 15' WL ESMT DOC. NO. __________ WATER QUALITY / DETENTION ESMT DOC. NO. __________ B 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 B IRRIGATION AREA B R I I R IR MOUNTAIN SHADOWS DR. . I R D N A T N U O M Y K S I R 15' STREET SIDE SETBACK I R IR IR IR IR I R I R IR IR PARKLAND ESMT. DOC. NO. __________ IRRIGATION AREA A WATER QUALITY / DETENTION ESMT DOC. NO. __________ I R I R K C A B T E S R O R E T N I I ' 5 IR I R I R I R I R IR IR IR IR I R I R I R I R IR IR IR IR IR IR IR IR IR I R I R I R I R I R I R IR I R PROPOSED D.E. DOC. #____________ BY PLAT I R I R IR IR I R IR IR I R I R I R I R IR R I R I 15' WL ESMT DOC. NO. __________ I R 25' JOINT ACCESS ESMT DOC. NO. __________ IR IR IR IR 5 8 9 10' D.E. DOC. NO. __________ 0 8 9 9 7 5 K C A B T E S R O I R E T N I ' 5 0 8 9 3+50 4+00 5 7 9 5+50 5 6 9 4+50 5+00 6+00 6+50 7+00 A D R 0 7 9 9 7 0 9 7 5 0 8 9 6 # G D L B 1 9 . 6 7 9 = F F 1 9 . 5 7 9 = F F 1 9 . 7 7 9 = F F 5 1 . 5 6 9 = F F 5 1 . 6 6 9 = F F 5 1 . 7 6 9 = F F 9 7 6 9 8 0 9 6 5 5 6 9 C D SCR F 5 6 9 975 970 0 6 9 0 6 9 5 1 . 1 6 9 = F F 7 # G D L B 0 6 9 I R I R I R IR WATER QUALITY / DETENTION ESMT DOC. NO. __________ I R I R D.E. W/ PVT. MAINT. DOC. NO. __________ IR IR IR IR IR IR IR IR IR IR IR IR R I R I I R IR IR IR R I R I 7 4 9 0 5 9 0 5 9 7 4 9 I R I R I R I R I R IR I R I R 5 4 9 0 4 9 9 4 0 N TIO N D B TIO N N E N O T E E P T D E Y / D LIT A U R Q T M S O. _ E C. N O D _ _ _ _ _ _ _ _ _ 9 4 0 E T A W 5 ' I N T E R I O R S E T B A C K 9 4 5 9 4 5 9 4 0 IR I R I R I R I R I R I R I R I R IR 948 0 6 9 5 5 9 2 5 9 0 5 9 960 960 0 5 9 947 0 5 9 I R 9 4 0 9 4 9 5 4 5 I R 9 8 0 9 8 5 9 9 0 9 7 9 5 7 9 9 6 5 FDC RETENTION - IRRIGATION POND B 1+50 9 8 9 9 8 9 2+00 992 988990 25' JOINT ACCESS ESMT DOC. NO. __________ EXCLUSIVE WL VAULT ESMT DOC. NO. __________ BLDG #8 FF = 993.00 15' WL ESMT DOC. NO. __________ 2+50 985 3+00 9 9 0 990 C D F R C S 0 0 . 1 8 9 = F F 6 7 . 1 9 9 = F F 9 8 0 995 9 9 8 9 9 5 0 0 0 1 K C A B T E S R O R E T N I I ' 5 6 7 . 2 9 9 = F F 4 # G D L B 0 0 . 2 8 9 = F F 6 7 . 3 9 9 = F F 0 0 . 3 8 9 = F F 3 3 . 7 8 9 = F F 5 # G D L B 3 3 . 8 8 9 = F F C D SCRF 9 0 . 8 9 9 = F F 9 0 . 9 9 9 = F F 9 9 0 10' REAR SETBACK WW ESMT DOC. NO. __________ 10' REAR SETBACK 10' REAR SETBACK N T A I N C R E S T M O U N T A I N C R E S T I R I R I R I R IR IR I R IR I R I R IR I R WATER QUALITY / DETENTION ESMT DOC. NO. __________ I R I R DEEDED PARKLAND DOC. NO. __________ . R D T S E R C N A T N U O M I K C A B T E S D R A Y T N O R F ' 5 2 PARKLAND ESMT DOC. NO. __________ 5' INTERIOR SETBACK 50 25 0 50 100 SCALE IN FEET LEGEND PROPOSED EXISTING 800 PROPOSED CONTOURS SURVEY CONTOURS BOUNDARY MANMADE SLOPES / SUBJECT AREA ELEVATIONS TABLE -100.000 -16.000 -16.000 -14.000 -14.000 -12.000 -12.000 -10.000 -10.000 -8.000 -8.000 -6.000 -4.000 0.000 4.000 8.000 -6.000 -4.000 0.000 4.000 8.000 10.000 1 2 3 4 5 6 7 8 9 10 11 I N A T N U O M Y K S T N E M P O L E V E D E T S R O F S N A L P I O P O T Y E V R U S N O S S Y L A N A L L I F I / T U C S A X E T , I N T S U A , 1 7 H S W 2 2 7 8 I S N O S V E R I E T A D Y B I I N O T P R C S E D . O N 2 2 0 2 / 2 2 / 3 : E T A D T U C - 1 0 4 0 - 9 3 4 A I S S Y L A N A L L I F Y E V R U S W . G W D O P O T : E M A N G N W A R D I H B R K L J : Y B D E N G S E D I : Y B N W A R D H B R : Y B D E K C E H C NOT FOR CONSTRUCTION FOR REVIEW PURPOSES ONLY 6 8 3 1 - F - N R F 6 1 7 4 . 9 3 4 . 2 1 5 x a F 0 0 7 4 . 9 3 4 . 2 1 5 e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l a R 0 0 5 7 i 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. JOB NUMBER: A439-0401 EX01 R SHEET NO. Know what's below. Call before you dig. OF 13 SHEETS SP-2021-0079C 3 of 5ROW DEDICATION AND FUTURE MOUNTAIN SHADOWS DRIVE IMPROVEMENTS BY OTHERS 25' JOINT ACCESS ESMT DOC. NO. __________ IR IR WW ESMT DOC. NO. __________ IR 9 8 0 EXCLUSIVE WL VAULT ESMT DOC. NO. __________ FDC SCR I R I R 25' BLDG SETBACK IR IR IR IR IR 9 5 5 IR IR IR IR 9 6 IR 0 IR IR IR IR IR IR IR 9 7 0 IR IR IR 25' BLDG SETBACK IR IR IR 9 7 5 9 5 0 9 5 5 V A N BLDG #1 FF = 949.00 FF = 952.00 FF = 955.00 FF = 958.00 9 6 5 D D 9 6 0 R C S C D F 0 6 9 A K C O L B , 1 T O L I I I N O S V D B U S T S E R C N A T N U O M I V A N 1 - F M : I G N N O Z FDC SCR 5 7 9 9 9 . 4 6 9 = F F 2 # G D L B 5 7 . 5 7 9 = F F 4 2 . 3 7 9 = F F 3 # G D L B 0 0 . 4 8 9 = F F 950 0 5 9 955 5 5 9 10' REAR SETBACK 960 5 6 0 7 3 7 5 7 9 0 8 9 9 8 5 9 4 0 RETENTION - IRRIGATION POND A 9 4 1 25' JOINT ACCESS ESMT DOC. NO. __________ 9 3 9 DETENTION POND A WATER QUALITY / DETENTION ESMT DOC. NO. __________ 9 4 0 941 945 946 9 4 7 9 4 6 9 4 6 ___ AC. D.E. DOC. NO. __________ K C A B T E S ' 5 2 940 945 946 945 ) W O R ' 0 5 1 ( 1 7 H S W _ _ _ _ _ _ _ _ _ _ . O N . C O D E U P ' 5 1 945 945 944 940 939 9 4 9 0 4 1 9 4 2 943 944 945 946 6 5 4 4 4 9 9 4 9 5 4 9 6 4 9 9 4 7 7 4 9 8 4 9 0 5 9 9 4 8 9 4 9 _ _ _ _ _ _ _ _ _ _ . O N . C O D T M S E S S E C C A T N O J ' I 5 2 S W O D A H S N A T N U O M I 50 25 0 50 100 SCALE IN FEET LEGEND PROPOSED EXISTING 800 PROPOSED CONTOURS SURVEY CONTOURS BOUNDARY MANMADE SLOPES / SUBJECT AREA NUMBER MIN ELEV MAX ELEV COLOR ELEVATIONS TABLE -100.000 -16.000 -16.000 -14.000 -14.000 -12.000 -12.000 -10.000 -10.000 -8.000 -8.000 -6.000 -4.000 0.000 4.000 8.000 -6.000 -4.000 0.000 4.000 8.000 10.000 1 2 3 4 5 6 7 8 9 10 11 R I R I 15' WL ESMT DOC. NO. __________ WATER QUALITY / DETENTION ESMT DOC. NO. __________ IR IR IR IR IR IR IR IR IR 995 990 5 8 9 1+00 1+50 9 8 9 9 8 9 2+00 E E S 992 988990 1 0 X 25' JOINT ACCESS ESMT DOC. NO. __________ E EXCLUSIVE WL VAULT ESMT T DOC. NO. __________ E E H S BLDG #8 FF = 993.00 15' WL ESMT DOC. NO. __________ 2+50 985 3+00 9 9 0 990 C D F R C S 6 7 . 1 9 9 = F F I N A T N U O M Y K S T N E M P O L E V E D E T S R O F S N A L P I O P O T Y E V R U S N O S S Y L A N A L L I F I / T U C S A X E T , I N T S U A , 1 7 H S W 2 2 7 8 I S N O S V E R I E T A D Y B I I N O T P R C S E D . O N 1 2 0 2 / 4 2 / 2 : E T A D T U C - 1 0 4 0 - 9 3 4 A I S S Y L A N A L L I F Y E V R U S W . G W D O P O T : E M A N G N W A R D I H B R K L J : Y B D E N G S E D I : Y B N W A R D H B R : Y B D E K C E H C NOT FOR CONSTRUCTION FOR REVIEW PURPOSES ONLY 6 8 3 1 - F - N R F 6 1 7 4 . 9 3 4 . 2 1 5 x a F 0 0 7 4 . 9 3 4 . 2 1 5 e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l a R 0 0 5 7 i 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. JOB NUMBER: A439-0401 EX02 R SHEET NO. Know what's below. Call before you dig. OF 23 SHEETS SP-2021-0079C 4 of 5SECTION A-A 7 . 4 % 3.8% 2.9% 0.5% -1.7% -1.7% -1.7% -6.9% -9.5% -11.4% -9.0% -5.0% EXISTING GROUND (SURVEY) 4' CUT LINE -2.0% -6.3% FINISHED GROUND -10.7% EXISTING GROUND (1976 TOPO) -8.0% 1008 1000 992 984 976 968 960 952 944 1008 1000 992 984 976 968 960 952 944 I E N L Y T R E P O R P E N I L Y T R E P O R P I E N L R E T N E C Y A W E V R D I E N I L R E T N E C Y A W E V R D I E N I L R E T N E C Y A W E V R D I 0+90 1+00 2+00 3+00 4+00 5+00 6+00 6+95 BUILDING 4 BUILDING 6 SECTION B-B EXISTING GROUND (SURVEY) 4' CUT LINE FINISHED GROUND EXISTING GROUND (1976 TOPO) 0+90 1+00 2+00 3+00 4+00 5+00 6+00 6+95 I E N L R E T N E C Y A W E V R D I I E N L R E T N E C Y A W E V R D I SCALE: 1" = 20' HOR 1" = 10' VERT I E N L R E T N E C Y A W E V R D I -6.0% -5.0% -4.7% -4.7% E N I L R E T N E C Y A W E V R D I SCALE: 1" = 20' HOR 1" = 10' VERT E N I L R E T N E C Y A W E V R D I 1008 1000 992 984 976 968 960 952 944 992 984 976 968 960 952 944 I S N O S V E R I 1008 1000 E T A D Y B I I N O T P R C S E D . O N 2 2 0 2 / 1 2 / 4 : E T A D I N A T N U O M Y K S T N E M P O L E V E D E T S R O F S N A L P I I - S N O T C E S S S O R C S S Y L A N A L L I F I / T U C S A X E T N T S U A I , 1 7 H S W 2 2 7 8 T U C - 1 0 4 0 - 9 3 4 A I S S Y L A N A L L I F Y E V R U S W . G W D O P O T : E M A N G N W A R D I H B R K L J : Y B D E N G S E D I : Y B N W A R D H B R : Y B D E K C E H C NOT FOR CONSTRUCTION FOR REVIEW PURPOSES ONLY 6 8 3 1 - F - N R F 6 1 7 4 . 9 3 4 . 2 1 5 x a F 0 0 7 4 . 9 3 4 . 2 1 5 e n o h P . c n I , i g n i r e e n g n E A J L l d r a v e u o B o t l a R 0 0 5 7 i 0 0 1 e t i u S , I I g n d i l i u B 5 3 7 8 7 s a x e T , n i t s u A LOCATION OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR. JOB NUMBER: A439-0401 EX03 R SHEET NO. Know what's below. Call before you dig. OF 33 SHEETS SP-2021-0079C 5 of 5