20240821-002: Umlauf Museum Plan Part6 — original pdf

Backup

Impervious Cover Exhibit AS-BUILT SURVEY OF 7.365 ACRES ± OUT OF THE I. DECKER SURVEY, ABSTRACT 8, CITY OF AUSTIN, TRAVIS COUNTY, TX 0 40 80 UEDNH@ 1" A 40' LEGEND 1/2" IRON ROD SET (PINK CAP STAMPED "SURVEY WORKS") 1/2" IRON ROD FOUND (UNLESS NOTED) IRON PIPE FOUND (TYPE NOTED) NAIL FOUND (TYPE NOTED) "X" MARK FOUND BOLT FOUND BM TEMPORARY BENCHMARK CRITICAL ROOT ZONE = DIAMETER EQUAL IN FEET TO TWICE THE NUMBER OF INCHES OF THE TREE'S TRUNK DIAMETER MH SD E LP W T FH WW G PP WV E E CO S MANHOLE (UNKNOWN) BOLLARD MANHOLE STORM SIGN ELECTRIC JUNCTION BOX AIR CONDITIONING UNIT LIGHT POLE TRAFFIC SIGNAL BOX GUY WIRE WATER METER IRRIGATION CONTROL VALVE TELE. COMM. PEDESTAL FIRE HYDRANT MANHOLE WASTEWATER GAS METER POWER POLE WATER VALVE MANHOLE ELECTRIC ELECTRIC METER CLEAN OUT STATUE / SCULPTURE ELECTRIC VAULT (UNLESS NOTED) TRAFFIC SIGNAL POLE BIKE RACK oo ] // OHU T G W SD WW \\\\ GUARD RAIL CHAIN LINK FENCE WROUGHT IRON FENCE WOOD FENCE OVERHEAD UTITLITY UNDERGROUND TELE. COMM. UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND STORM DRAIN UNDERGROUND WASTEWATER EDGE OF PAVEMENT PROPERTY LINE ADJOINER LINE CONCRETE AREA WALLS WOOD DECK GRAVEL AREA STONE AREA BRICK AREA DOC. NO. O.P.R.T.C. VOL. PG. P.R.T.C. R.P.R.T.C. ON/OFF R.O.W. ( ) AL R CB D CL INV RCP CMP FF + 100' TW BW DI DOCUMENT NUMBER OFFICIAL PUBLIC RECORDS TRAVIS COUNTY VOLUME AND PAGE PLAT RECORDS TRAVIS COUNTY REAL PROPERTY RECORDS TRAVIS COUNTY STRUCTURE ON/OFF SUBJECT PROPERTY RIGHT OF WAY RECORD INFORMATION ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH INVERT REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE FINISHED FLOOR ELEVATION SPOT ELEVATION TOP OF WALL BOTTOM OF WALL DRAINAGE INLET (116.83') (N 29°56'30" E) R 38�28(45" H 227036( (5.59') (N 51°48'15" E) R 59�17(37" H 6097( (386.39') (N 30°28'52" E) R 39�12(46" H 49704:( AL:(169.32') R:(454.96') D:(21°19'23") CB:(N 41°08'34" E) CL:(168.34') BNA27:036( SA5650:7( EA32�29(64" DCAR 49�41(59" H DNA279039( \\\\ \\\\ \\\\ \\\\ \\\\ BM \ \ \ \ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\ \\\\ \\\\ AZIE MORTON RD (ROW VARIES, PER PLAT) \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ 4 . 4 ' CALCULATED POINT FROM WHICH A 1/2" IRON ROD FOUND WITH AN ALUMINUM CAP STAMPED "KENT MCMILLAN" BEARS: S 35°50'07" W 0.30' o o oo o o oo oo oo oo 5/8" IRON ROD FOUND WITH AN ALUMINUM CAP STAMPED "KENT MCMILLAN 15" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\ \\\\ \ \ \ \ ] \ \ \ \ ] \\\\ \\\\ \\\\ \\\\ ] ] / / // \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\ \\\\ \\\\ \\\\ \ \ \ \ ] \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \ \ \ \ ] \\\\ 2 8 . 7 ' ] \ \ \ \ ] \ \ \ \ \ \ \ \ \ \ \ \ 3/4" IRON ROD FOUND \\\\ \\\\ \\\\ ] ] \\\\ ] 6 . 8 ' POND MEASURED ACREAGE 7.365 ACRES ± F L A O P O P D R H O A X I Z M A A R T D E LI N E AL:(118.56') R:(302.76') D:(22°26'15") CB:(N 41°42'00" E) CL:(117.81') BNA229057( SA413087( EA33�36(16" DCAR 4:�15(44" H DNA228082( BARTON CREEK S D ZONE AE TEMPORARY BENCHMARK SET MAG NAIL IN ASPHALT WITH WASHER D ELEVATION: 459.60' S \ \ \ \ \\\\ \\\\ \\\\ \ \ \ \ \\\\ \\\\ \\\\ \\\\ BM \\\\ (190.29') (N 52°55'07" E) R 61�31(31" H 2:1032( \\\\ \\\\ \\\\ \\\\ ZONE X (SHADED) D S \\\\ AZIE MORTON RD (FORMERLY ROBERT E. LEE RD.) (ROW VARIES, PER PLAT) D S \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ ] ] ] ] ] ] ] ZONE X (SHADED) APPROXIMATE FLOOD HAZARD LINE ZONE X (UNSHADED) o o o o o o o o o o o o oo oo oo oo oo oo oo oo CALLED 5.45 ACRES VOL. 11018, PG. 873 R.P.R.T.C. oo oo oo oo oo oo oo oo oo oo 29.6' oo oo ( 7 4 2 . 5 6 ' ) ( S 3 0 ° 3 9 ' 2 2 " W ) T 3 9 � 1 6 ( 6 2 " ° 8 4 1 0 9 8 ( CALLED 0.4149 ACRES VOL. 11080, PG. 1068 R.P.R.T.C. \ \ \ \ \\\\ \ \ \ \ \\\\ \\\\ \\\\ \\\\ \\\\ BARTON BOULEVARD (38' ROW, PER PLAT) \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \ \ \ \ \\\\ \ \ \ \ \\\\ LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 BARTON SPRINGS HEIGHTS VOL. 3, PG. 165 P.R.T.C. LOT 21 LOT 20 0 . 6 ' O F F \\\\ \\\\ \\\\ BM \\\\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ [2] \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ 4 7 . 0 ' \\\\ \ \ \ \ \\\\ TEMPORARY BENCHMARK SET MAG NAIL IN ASPHALT WITH WASHER ELEVATION: 533.81' LOT 26 SOUTH LUND PARK SECTION 2 VOL. 7, PG. 8 P.R.T.C. LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 L I ( 4 1 . 5 ' N S C O M B W . , R . O . P E R A V E N U E P L A T ) T 1:�4:(14" H 21031( (59.75') (N 44°33' E) R 53�45(25" H 6:031( (36.04') (N 63°28' E) R 73�18(67" H 47022( (51.17') (N 48°38' E) R 58�28(67" H 62038( \\\\ \\\\ ] F F O 6' . 0 \\\\ ] \\\\ ] \\\\ \\\\ PK NAIL FOUND IN ROCK \\\\ \\\\ \\\\ \\\\ \ \ \ \ 1/2" IRON PIPE FOUND IN CONCRETE oo N 0.3' O oo oo 3/4" IRON PIPE FOUND WITH 60D 48.3' NAIL IN CENTER oo oo \\\\ ] oo // ] ] // / / oo oo oo o o o o \ \ \ \ 7.6' o o o o 1/2" IRON ROD FOUND WITH YELLOW CAP STAMPED "TERRA FIRMA" 3.7' 61.5' (273.38') (N 08°05' W ) S 10°34'18" E 274.18' oo oo oo oo T 85�53(15" H 26087( R.O.W. TAKING CALLED 2,360 SQ. FT. TRACT (DOC. NO. 2000184846, O.P.R.T.C.) T 61�69(69" H 359072( [1] oo oo \ \ \ \ \\\\ \ \ \ \ \ \ \ \ oo \ \ \ \ \ \ \ \ (11.53') (N 30°03' E) S 27°50'16" W 11.62' 1/2" IRON PIPE FOUND WITH NAIL oo oo oo 3 . 4 ' oo oo 1" SQUARE BOLT FOUND NORTH OF LINE 0.19' o o o o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\ \\\\ \ \ \ \ \\\\ \\\\ \\\\ \\\\ / / o o o o TOP OF STONE WALL \ \ \ \ \ \ \ \ (68.38') (N 59°54' W) R 73�34(53" ° 7906:( (57.16') (N 88°14' W) T 9:�24(37" ° 6803:( LOT 14 \ \ \ \ \ \ \ \ oo ( 3 9 4 0 . . 9 9 0 8 ' ' ) ( 2 8 2 8 . 6 0 3 0 ' ' ) o o . o o oo 3/4" o o o o \\\\ 1 0.1' ( R O W V A R S U N S E T V W I E S , P E R P L A T ) \\\\ CALLED 1.980 ACRES VOL. 9395, PG. 328 R.P.R.T.C. / / 69.1' // 54.0' 1/2" IRON ROD FOUND WITH YELLOW CAP STAMPED "TERRA FIRMA" oo \\\\ \\\\ oo \\\\ 14.4' \\\\ oo \\\\ oo \\\\ \\\\ \\\\ BARTON BLVD (ROW VARIES, PER PLAT) \\\\ \\\\ \\\\ \\\\ 7.5' ' \\\\ E " 2 0 5 5 ° 5 4 S ' 0 8 . 4 8 \\\\ ] \\\\ T 55�13(41" H 38029( \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ oo oo \ \ \ \ 1" IN ASPHALT \\\\ \\\\ oo oo oo oo ' 8 . 5 \\\\ ' 2 . 3 \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ (116.14') (S 40°09' W) T 48�56(11" ° 227014( (168.80') (S 39°54' W) T 48�41(53" ° 27:017( CALLED 1.999 ACRES DOC. No. 2022156097 O.P.R.T.C. F L O O D A P P R O X H A Z A R D I M A T E L I N E ( Z O N E U N S H A D E D X ) ( Z O N E S H A D E D X ) UTILITY NOTES 1. SURVEYOR MAKES NO GUARANTEES THAT THE UTILITES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED AND DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED (UTILITIES SHOWN HEREON MAY BE EXAGGERATED FOR GRAPHIC REPRESENTATION ONLY). SURVEYOR DOES CERTIFY THAT UTILITIES ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. 2. ALL SUBSURFACE UTILITIES AND PIPE SIZES SHOWN HEREON ARE APPROXIMATE AND HAVE NOT BEEN FIELD VERIFIED. 3. UNDERGROUND UTILITIES IF DEPICTED HEREON ARE A COMBINATION OF AUSTIN WATER GIS DATA AND AUSTIN WATER ASBUILT DRAWINGS. GENERAL NOTES: 1) THIS PROPERTY IS SUBJECT TO ANY AND ALL RECORDED AND UNRECORDED EASEMENTS. SURVEYOR HAS MADE NO INVESTIGATION FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS OR OWNERSHIP TITLE EVIDENCE. 2) SUBJECT TO ALL APPLICABLE DEVELOPMENT CODES AND ZONING ORDINANCES. 3) DUE TO DIFFERING BUILDING PRACTICES, BUILDING DIMENSIONS ARE APPROXIMATE. 4) ANY UTILITIES SHOWN HEREON MAY BE EXAGGERATED FOR GRAPHIC REPRESENTATION ONLY. 5) OWNERSHIP DEED RECORDED IN VOLUME 11018, PAGE 873 AND VOLUME 9395, PAGE 328, TRAVIS COUNTY RECORDS. 6) TREE TYPES TO BE VERIFIED BY CERTIFIED ARBORIST. SURVEYED FOR: UMLAUF PROJECT NO. 23-0124 605 AZIE MORTON RD, AUSTIN, TX FLOOD INFORMATION PER WWW.FEMA.GOV, A PORTION OF THIS PROPERTY APPEARS TO BE LOCATED IN ZONE X (SHADED). THIS PROPERTY WAS FOUND IN MAP NUMBER 48453C0445K, DATED 01/22/2020. DATUM & BEARING BASIS TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE (4203), NAD 83. GRID NORTH, ELEVATION DATA NAVD 88, GEOID 18. DISTANCES IN US SURVEY FEET (GRID). STERZING ST (ROW VARIES, PER PLAT) LPIRCUWTXHoYRTMU.ERO UWTXHoYRTMU.ERO 1208 WSNDPF FTLXH DWUVLP, Vf 89841 ILTO #101=4158 (512) 5==-9068 UKHHV 1 �� 5 SURVEYOR NOTES [1] WALKING PATH AND FENCE OVERLAP CALLED 0.4149 ACRE TRACT AS DEPICTED HEREON. [2] RIGHT-OF-WAY DISCREPANCY BETWEEN CALLED 0.4149 ACRE TRACT AND BARTON SPRINGS HEIGHTS SUBDIVISION, AS DEPICTED HEREON BY HATCHED AREA. \ \ \ \ \\\\ \\\\ \\\\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I D R S G N R P S N O T R A B \ \ \ \ \ \ \ \ ) T A L P R E P , I S E R A V W O R ( \ \ \ \ \ \ \ \ \\\\ TABLE OF CONTENTS: SHEET 1 - BOUNDARY EXHIBIT SHEET 2 - TOPOGRAPHIC EXHIBIT SHEET 3 - DETAIL SHEET SHEET 4 - TREE EXHIBIT SHEET 5 - TREE TABLE TEMPORARY BENCHMARK SET MAG NAIL IN ASPHALT WITH WASHER ELEVATION: 465.52' WITH SQUARE TOP TWISTED \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ 8' 9 . 4 5 E " 5 4'1 4 ° 0 4 S \\\\ N 6 2 ° 0 1 4 4 . 8 1 ' ' 1 1 " W LOT 1 SOUTH LUND PARK SEC. 3 VOL. 7, PG. 49 P.R.T.C. 1/2" IRON PIPE FOUND 1/2" IRON ROD FOUND (PINK CAP STAMPED "SURVEY WORKS") ] ] 0 . 7 ' O F F o o ] ] R ( N 7 3 ] ( 3 0 2 5 9 ° 3 3 . 6 0 ' ) ' 5 0 4 1 3 � 1 2 0 ( 4 5 ( 2 2 " " W ) ° ] LOT 7 SOUTH LUND PARK SECTION 2 VOL. 7, PG. 8 P.R.T.C. ] ] 3/4" IRON PIPE FOUND (DISTURBED) I CERTIFY THAT THIS SURVEY HAS BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF TEXAS TO THE BEST OF MY KNOWLEDGE AND BELIEF. LOT 25 DATE OF LAST FIELD WORK: OCTOBER 17, 2023 _____________________________________________________ DEREK KINSAUL, R.P.L.S. NO. 6356 OCTOBER 19, 2023 DRAWN BY:EO FIELD CREW: JZ, EM, BB REVIEWED BY: CLM / DJK REVISION #: SHEET SIZE = 24"X36" APPENDIX | 212 UMLAUF HPEU PLANFEMA FIRMette APPENDIX | 213 National Flood Hazard Layer FIRMette05001,0001,5002,000250FeetÜSEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUTSPECIAL FLOODHAZARD AREASWithout Base Flood Elevation (BFE)Zone A, V, A99With BFE or DepthZone AE, AO, AH, VE, ARRegulatory Floodway0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mileZone XFuture Conditions 1% AnnualChance Flood HazardZone XArea with Reduced Flood Risk due toLevee. See Notes.Zone XArea with Flood Risk due to LeveeZone DNO SCREENArea of Minimal Flood HazardZone XArea of Undetermined Flood HazardZone DChannel, Culvert, or Storm SewerLevee, Dike, or FloodwallCross Sections with 1% Annual Chance17.5Water Surface ElevationCoastal TransectCoastal Transect BaselineProfile BaselineHydrographic FeatureBase Flood Elevation Line (BFE)Effective LOMRsLimit of StudyJurisdiction BoundaryDigital Data AvailableNo Digital Data AvailableUnmappedThis map complies with FEMA's standards for the use ofdigital flood maps if it is not void as described below.The basemap shown complies with FEMA's basemapaccuracy standardsThe flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 1/25/2024 at 9:49 AM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time.This map image is void if the one or more of the following mapelements do not appear: basemap imagery, flood zone labels,legend, scale bar, map creation date, community identifiers,FIRM panel number, and FIRM effective date. Map images forunmapped and unmodernized areas cannot be used forregulatory purposes.LegendOTHER AREAS OFFLOOD HAZARDOTHER AREASGENERALSTRUCTURESOTHERFEATURESMAP PANELS8B20.2The pin displayed on the map is an approximatepoint selected by the user and does not representan authoritative property location.1:6,00097°46'17"W 30°16'3"N97°45'39"W 30°15'32"NBasemap Imagery Source: USGS National Map 2023UMLAUF HPEU PLANADA Assessment APPENDIX | 214 UMLAUF HPEU PLANADA Assessment APPENDIX | 215 UMLAUF HPEU PLANADA Assessment APPENDIX | 216 UMLAUF HPEU PLANADA Assessment APPENDIX | 217 UMLAUF HPEU PLANADA Assessment APPENDIX | 218 UMLAUF HPEU PLANADA Assessment APPENDIX | 219 UMLAUF HPEU PLANADA Assessment APPENDIX | 220 UMLAUF HPEU PLANADA Assessment APPENDIX | 221 UMLAUF HPEU PLANADA Assessment APPENDIX | 222 UMLAUF HPEU PLANADA Assessment APPENDIX | 223 UMLAUF HPEU PLANADA Assessment APPENDIX | 224 UMLAUF HPEU PLANADA Assessment APPENDIX | 225 UMLAUF HPEU PLANADA Assessment APPENDIX | 226 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 227 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 228 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 229 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 230 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 231 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 232 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 233 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 234 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 235 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 236 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 237 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 238 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 239 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 240 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 241 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 242 UMLAUF HPEU PLANEnvironmental Resource Inventory APPENDIX | 243 UMLAUF HPEU PLANGeotechnical APPENDIX | 244 UMLAUF HPEU PLANGeotechnical APPENDIX | 245 UMLAUF HPEU PLANGeotechnical APPENDIX | 246 UMLAUF HPEU PLANGeotechnical APPENDIX | 247 UMLAUF HPEU PLANGeotechnical APPENDIX | 248 UMLAUF HPEU PLANGeotechnical APPENDIX | 249 UMLAUF HPEU PLANGeotechnical APPENDIX | 250 UMLAUF HPEU PLANGeotechnical APPENDIX | 251 UMLAUF HPEU PLANGeotechnical APPENDIX | 252 UMLAUF HPEU PLANGeotechnical APPENDIX | 253 UMLAUF HPEU PLANGeotechnical APPENDIX | 254 UMLAUF HPEU PLANGeotechnical APPENDIX | 255 UMLAUF HPEU PLANGeotechnical APPENDIX | 256 UMLAUF HPEU PLANGeotechnical APPENDIX | 257 UMLAUF HPEU PLANGeotechnical APPENDIX | 258 UMLAUF HPEU PLANGeotechnical APPENDIX | 259 UMLAUF HPEU PLANGeotechnical APPENDIX | 260 UMLAUF HPEU PLANGeotechnical APPENDIX | 261 UMLAUF HPEU PLANGeotechnical APPENDIX | 262 UMLAUF HPEU PLANGeotechnical APPENDIX | 263 UMLAUF HPEU PLANGeotechnical APPENDIX | 264 UMLAUF HPEU PLANGeotechnical APPENDIX | 265 UMLAUF HPEU PLANGeotechnical APPENDIX | 266 UMLAUF HPEU PLANGeotechnical APPENDIX | 267 UMLAUF HPEU PLANFire Truck Maneuvers W W W W W W O E W W W W ] ] ] ] o o ] ] o o O E W W W W ] ] O E W W W W W W O E ] O E ] O H U O E O H U O E O H U O H U 497.26' O E O H U ' 7 4 . U 9 9 4 H O ' 8 . 1 2 0.5' ' 7 . 9 U H O ' ' 7 0 . 2 0 5 : W B 2 7 . 2 0 5 : W T U H O U H O U H O o o o o o o o o o o o o o o o o o o o o o o o o 8 ' 7 . 8 9 4 TW:498.38' BW:497.76' 15.0' ' 5 . 8 ' 8 6 . 8 9 4 10.0' ' 4 . 7 ' 1 . 0.2'3 ' 4 . 4 ' 6 6 . 8 9 4 27.7' ' 1 6 . 2 0 5 : F F ' 5 . 6 1 ' 8 7.6' 0 . 27.7' ' 1 9 . 2 0 5 : W B ' 5 2 . 3 0 5 : W T ' 1 . 2 1 ' 5 8 . 1 0 5 / / 4.7' F F : 5 0 2 . 3 7 ' ' 8 . 2 1 22.1' ' 6 0 . 2 0 5 : F F // / / / / ' 4 5 . 1 9 4 / / ' 8 ' 7 1 . 0 8 . 4 9 8 4 : 4 : W W T B 13.8' ' ' 0 0 . 2 9 4 : W B 4 6 . 2 9 4 : W T ' 6 . 9 3 F F : 4 9 3 . 5 8 ' 13.6' ] ] ] 8' 2.4 0 5 ] 1' 3.7 0 5 0' 1.7 0 5 / / / / / / / / / / / / ' ' 7 5 . 2 9 4 : W B 2 4 . 7 9 4 : W T ] ] ] ] ] ] ' 8 4 . 8 9 4 : W T o o o o o o o o o o o o o o 8' 1' 5.6 7.1 0 0 W:5 W:5 B T BW:508.21' TW:508.76' 8' 4.7 0 5 1' 8' 6.5 8.4 0 0 W:5 W:5 B T U H O U H O U H O U H O TW:509.76' BW:508.61' U H O 28.8' 510.23' FF:510.46' 38.8' // ' 2 . 2 1 8 . 2 ' Y A W H T A P o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o \ I I I g w d . G N K C A R T E L C H E V - 0 0 - 7 2 0 3 2 - 2 0 Y G N K C A R T E L C H E V - 4 1 - 2 0 - 4 2 0 2 \ s t i b h x E - 4 0 \ n g s e D - 2 \ l i I i i i v C - 1 0 \ m u e s u M d n a n e d r a G e r u t p u c S l f l u a m U 0 0 - 7 2 0 3 2 \ 3 2 0 2 \ 2 0 Y \ : X m p 3 0 2 : - 4 2 0 2 , 5 1 b e F o o oo oo oo oo oo oo oo oo oo oo // oo oo // oo oo / / oo oo oo oo oo oo D ) T R A L S P R G E N I R S, P L W G W W G L W G P IE S R N A V O W O W W T R ( R L W G A B W W W W O E W W O E WL O E W W O E O E W W O E G L W G W W WL L W G W W WL G L W W W O E O E W W W W W W O E O E L W G O E G L W G O E W L W L O E W W O E O E W W W W W W W L W L W W W W L W G G W W O E O E G L W G G L W G ] ] oo oo oo oo oo W L B A R T O N B L V D W V A RIE S, P E R PLA T) W L W L O E W W W W W W O E O E (R O W W O E W L OE O E 510.37' // 38.8' / / 509.38' 2.2' 1.8' ' ' 6 / 1 6 / 8 . . 6 8 0 0 5 5 : : W W B T 10.1' 1.6' 10.6' 21.3' 20.5' 508.80' // 9' 2' 8.5 4.5 0 TW:5 0 W:5 // B oo oo oo OE W L W W O E W L W W O E oo W L oo OE W W O E oo oo W L W W O E W L W W O E oo oo oo W W OE W L OE W W OE TW:512.32' BW:510.46' oo W L W W OE oo oo oo oo ] o o o o o o o o W L W L W L W W L W W W W L W W OE OE WL W OE W W W OE OE WL W W WL W W OE OE L W W W W W OE WL OE OE WL W W OE W W WL (R O S W V U A W W WL N S RIE E S, P T V R P L E W A T) 40 8 22 Pumper Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock-to-lock time Max Wheel Angle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° INTERPRETATION OF AUTOTURN RESULTS · · · · · · · · · AUTOTURN IS A KINEMATIC MODEL DOES NOT ACCOUNT FOR VEHICLE INERTIA ON NON-DRY ROAD SURFACE CONDITIONS RESULTS MAY BE DIFFICULT TO REPLICATE EXACTLY UNDER ACTUAL DRIVING CONDITIONS A SUCCESSFUL AUTOTURN SIMULATION DOES NOT SUGGEST THAT ALL DRIVERS CAN FOLLOW THE DEFINED PATH OTHER DRIVABLE PATHS MAY EXIST AUTOTURN RESULTS SHOULD BE USED CONSERVATIVELY VEHICLE DIMENSIONS ARE FOR TYPICAL VEHICLES AND ACTUAL DIMENSIONS MAY VARY AUTOTURN RESULTS ARE VALID ONLY FOR THE VEHICLE DIMENSIONS HEREIN. SUBSEQUENT CHANGES TO DESIGN WILL AFFECT AND MAY INVALIDATE AUTOTURN RESULTS. VEHICLE TRACKING EXHIBIT EX01 APPENDIX | 268 UMLAUF HPEU PLANFire Truck Maneuvers W W W W W W O E W W W W ] ] ] ] o o ] ] o o O E W W W W ] ] O E W W W W W W O E ] O E ] O H U O E O H U O E O H U O H U 497.26' O E O H U ' 7 4 . U 9 9 4 H O ' 8 . 1 2 0.5' ' 7 . 9 U H O ' ' 7 0 . 2 0 5 : W B 2 7 . 2 0 5 : W T U H O U H O U H O o o o o o o o o o o o o o o o o o o o o o o o o 8 ' 7 . 8 9 4 TW:498.38' BW:497.76' 15.0' ' 5 . 8 ' 8 6 . 8 9 4 10.0' ' 4 . 7 ' 1 . 0.2'3 ' 4 . 4 ' 6 6 . 8 9 4 27.7' ' 1 6 . 2 0 5 : F F ' 5 . 6 1 ' 8 7.6' 0 . 27.7' ' 1 9 . 2 0 5 : W B ' 5 2 . 3 0 5 : W T ' 1 . 2 1 ' 5 8 . 1 0 5 / / 4.7' F F : 5 0 2 . 3 7 ' ' 8 . 2 1 22.1' ' 6 0 . 2 0 5 : F F // / / / / ' 4 5 . 1 9 4 / / ' 8 ' 7 1 . 0 8 . 4 9 8 4 : 4 : W W T B 13.8' ' ' 0 0 . 2 9 4 : W B 4 6 . 2 9 4 : W T ' 6 . 9 3 F F : 4 9 3 . 5 8 ' 13.6' ] ] ] 8' 2.4 0 5 ] 1' 3.7 0 5 0' 1.7 0 5 / / / / / / / / / / / / ' ' 7 5 . 2 9 4 : W B 2 4 . 7 9 4 : W T ] ] ] ] ] ] ' 8 4 . 8 9 4 : W T o o o o o o o o o o o o o o 8' 1' 5.6 7.1 0 0 W:5 W:5 B T BW:508.21' TW:508.76' 8' 4.7 0 5 1' 8' 6.5 8.4 0 0 W:5 W:5 B T U H O U H O U H O U H O TW:509.76' BW:508.61' U H O 28.8' 510.23' FF:510.46' 38.8' // ' 2 . 2 1 8 . 2 ' Y A W H T A P o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I \ I I g w d . G N K C A R T E L C H E V - 0 0 - 7 2 0 3 2 - 2 0 Y G N K C A R T E L C H E V - 4 1 - 2 0 - 4 2 0 2 \ s t i b h x E - 4 0 \ n g s e D - 2 \ l i I i i i v C - 1 0 \ m u e s u M d n a n e d r a G e r u t p u c S l f l u a m U 0 0 - 7 2 0 3 2 \ 3 2 0 2 \ 2 0 Y \ : X m p 3 0 2 : - 4 2 0 2 , 5 1 b e F o o oo oo oo oo oo oo oo oo oo oo // oo oo // oo oo / / oo oo oo oo oo oo D ) T R A L S P R G E N I R S, P L W G W W G L W G P IE S R N A V O W O W W T R ( R L W G A B W W W W O E W W O E WL O E W W O E O E W W O E G L W G W W WL L W G W W WL G L W W W O E O E W W W W W W O E O E L W G O E G L W G O E W L W L O E W W O E O E W W W W W W W L W L W W W W L W G G W W O E O E G L W G G L W G ] ] oo oo oo oo oo W L B A R T O N B L V D W V A RIE S, P E R PLA T) W L W L O E W W W W W W O E O E (R O W W O E W L OE O E 510.37' // 38.8' / / 509.38' 2.2' 1.8' ' ' 6 / 1 6 / 8 . . 6 8 0 0 5 5 : : W W B T 10.1' 1.6' 10.6' 21.3' 20.5' 508.80' // 9' 2' 8.5 4.5 0 TW:5 0 W:5 // B oo oo oo OE W L W W O E W L W W O E oo W L oo OE W W O E oo oo W L W W O E W L W W O E oo oo oo W W OE W L OE W W OE TW:512.32' BW:510.46' oo W L W W OE oo oo oo oo ] o o o o o o o o W L W L W L W W L W W W W L W W OE OE WL W OE W W W OE OE WL W W WL W W OE OE L W W W W W OE WL OE OE WL W W OE W W WL (R O S W V U A W W WL N S RIE E S, P T V R P L E W A T) 40 8 22 Pumper Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock-to-lock time Max Wheel Angle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° INTERPRETATION OF AUTOTURN RESULTS · · · · · · · · · AUTOTURN IS A KINEMATIC MODEL DOES NOT ACCOUNT FOR VEHICLE INERTIA ON NON-DRY ROAD SURFACE CONDITIONS RESULTS MAY BE DIFFICULT TO REPLICATE EXACTLY UNDER ACTUAL DRIVING CONDITIONS A SUCCESSFUL AUTOTURN SIMULATION DOES NOT SUGGEST THAT ALL DRIVERS CAN FOLLOW THE DEFINED PATH OTHER DRIVABLE PATHS MAY EXIST AUTOTURN RESULTS SHOULD BE USED CONSERVATIVELY VEHICLE DIMENSIONS ARE FOR TYPICAL VEHICLES AND ACTUAL DIMENSIONS MAY VARY AUTOTURN RESULTS ARE VALID ONLY FOR THE VEHICLE DIMENSIONS HEREIN. SUBSEQUENT CHANGES TO DESIGN WILL AFFECT AND MAY INVALIDATE AUTOTURN RESULTS. VEHICLE TRACKING EXHIBIT EX02 APPENDIX | 269 UMLAUF HPEU PLANFire Truck Maneuvers W W W W W W O E W W W W ] ] ] ] o o ] ] o o O E W W W W ] ] O E W W W W W W O E ] O E ] O H U O E O H U O E O H U O H U 497.26' O E O H U ' 7 4 . U 9 9 4 H O ' 8 . 1 2 0.5' ' 7 . 9 U H O ' ' 7 0 . 2 0 5 : W B 2 7 . 2 0 5 : W T U H O U H O U H O o o o o o o o o o o o o o o o o o o o o o o o o 8 ' 7 . 8 9 4 TW:498.38' BW:497.76' 15.0' ' 5 . 8 ' 8 6 . 8 9 4 10.0' ' 4 . 7 ' 1 . 0.2'3 ' 4 . 4 ' 6 6 . 8 9 4 27.7' ' 1 6 . 2 0 5 : F F ' 5 . 6 1 ' 8 7.6' 0 . 27.7' ' 1 9 . 2 0 5 : W B ' 5 2 . 3 0 5 : W T ' 1 . 2 1 ' 5 8 . 1 0 5 / / 4.7' F F : 5 0 2 . 3 7 ' ' 8 . 2 1 22.1' ' 6 0 . 2 0 5 : F F // / / / / ' 4 5 . 1 9 4 / / ' 8 ' 7 1 . 0 8 . 4 9 8 4 : 4 : W W T B 13.8' ' ' 0 0 . 2 9 4 : W B 4 6 . 2 9 4 : W T ' 6 . 9 3 F F : 4 9 3 . 5 8 ' 13.6' ] ] ] 8' 2.4 0 5 ] 1' 3.7 0 5 0' 1.7 0 5 / / / / / / / / / / / / ' ' 7 5 . 2 9 4 : W B 2 4 . 7 9 4 : W T ] ] ] ] ] ] ' 8 4 . 8 9 4 : W T o o o o o o o o o o o o o o 8' 1' 5.6 7.1 0 0 W:5 W:5 B T BW:508.21' TW:508.76' 8' 4.7 0 5 1' 8' 6.5 8.4 0 0 W:5 W:5 B T U H O U H O U H O U H O TW:509.76' BW:508.61' U H O 28.8' 510.23' FF:510.46' 38.8' // ' 2 . 2 1 8 . 2 ' Y A W H T A P o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o \ I I I g w d . G N K C A R T E L C H E V - 0 0 - 7 2 0 3 2 - 2 0 Y G N K C A R T E L C H E V - 4 1 - 2 0 - 4 2 0 2 \ s t i b h x E - 4 0 \ n g s e D - 2 \ l i I i i i v C - 1 0 \ m u e s u M d n a n e d r a G e r u t p u c S l f l u a m U 0 0 - 7 2 0 3 2 \ 3 2 0 2 \ 2 0 Y \ : X m p 4 0 2 : - 4 2 0 2 , 5 1 b e F o o oo oo oo oo oo oo oo oo oo oo // oo oo // oo oo / / oo oo oo oo oo oo D ) T R A L S P R G E N I R S, P L W G W W G L W G P IE S R N A V O W O W W T R ( R L W G A B W W W W O E W W O E WL O E W W O E O E W W O E G L W G W W WL L W G W W WL G L W W W O E O E W W W W W W O E O E L W G O E G L W G O E W L W L O E W W O E O E W W W W W W W L W L W W W W L W G G W W O E O E G L W G G L W G ] ] oo oo oo oo oo W L B A R T O N B L V D W V A RIE S, P E R PLA T) W L W L O E W W W W W W O E O E (R O W W O E W L OE O E 510.37' // 38.8' / / 509.38' 2.2' 1.8' ' ' 6 / 1 6 / 8 . . 6 8 0 0 5 5 : : W W B T 10.1' 1.6' 10.6' 21.3' 20.5' 508.80' // 9' 2' 8.5 4.5 0 TW:5 0 W:5 // B oo oo oo OE W L W W O E W L W W O E oo W L oo OE W W O E oo oo W L W W O E W L W W O E oo oo oo W W OE W L OE W W OE TW:512.32' BW:510.46' oo W L W W OE oo oo oo oo ] o o o o o o o o W L W L W L W W L W W W W L W W OE OE WL W OE W W W OE OE WL W W WL W W OE OE L W W W W W OE WL OE OE WL W W OE W W WL (R O S W V U A W W WL N S RIE E S, P T V R P L E W A T) 40 8 22 Pumper Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock-to-lock time Max Wheel Angle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° INTERPRETATION OF AUTOTURN RESULTS · · · · · · · · · AUTOTURN IS A KINEMATIC MODEL DOES NOT ACCOUNT FOR VEHICLE INERTIA ON NON-DRY ROAD SURFACE CONDITIONS RESULTS MAY BE DIFFICULT TO REPLICATE EXACTLY UNDER ACTUAL DRIVING CONDITIONS A SUCCESSFUL AUTOTURN SIMULATION DOES NOT SUGGEST THAT ALL DRIVERS CAN FOLLOW THE DEFINED PATH OTHER DRIVABLE PATHS MAY EXIST AUTOTURN RESULTS SHOULD BE USED CONSERVATIVELY VEHICLE DIMENSIONS ARE FOR TYPICAL VEHICLES AND ACTUAL DIMENSIONS MAY VARY AUTOTURN RESULTS ARE VALID ONLY FOR THE VEHICLE DIMENSIONS HEREIN. SUBSEQUENT CHANGES TO DESIGN WILL AFFECT AND MAY INVALIDATE AUTOTURN RESULTS. VEHICLE TRACKING EXHIBIT EX03 APPENDIX | 270 UMLAUF HPEU PLANFire Truck Maneuvers W W W W W W O E W W W W ] ] ] ] o o ] ] o o O E W W W W ] ] O E W W W W W W O E ] O E ] O H U O E O H U O E O H U O H U 497.26' O E O H U ' 7 4 . U 9 9 4 H O ' 8 . 1 2 0.5' ' 7 . 9 U H O ' ' 7 0 . 2 0 5 : W B 2 7 . 2 0 5 : W T U H O U H O U H O o o o o o o o o o o o o o o o o o o o o o o o o 8 ' 7 . 8 9 4 TW:498.38' BW:497.76' 15.0' ' 5 . 8 ' 8 6 . 8 9 4 10.0' ' 4 . 7 ' 1 . 0.2'3 ' 4 . 4 ' 6 6 . 8 9 4 27.7' ' 1 6 . 2 0 5 : F F ' 5 . 6 1 ' 8 7.6' 0 . 27.7' ' 1 9 . 2 0 5 : W B ' 5 2 . 3 0 5 : W T ' 1 . 2 1 ' 5 8 . 1 0 5 / / 4.7' F F : 5 0 2 . 3 7 ' ' 8 . 2 1 22.1' ' 6 0 . 2 0 5 : F F // / / / / ' 4 5 . 1 9 4 / / ' 8 ' 7 1 . 0 8 . 4 9 8 4 : 4 : W W T B 13.8' ' ' 0 0 . 2 9 4 : W B 4 6 . 2 9 4 : W T ' 6 . 9 3 F F : 4 9 3 . 5 8 ' 13.6' ] ] ] 8' 2.4 0 5 ] 1' 3.7 0 5 0' 1.7 0 5 / / / / / / / / / / / / ' ' 7 5 . 2 9 4 : W B 2 4 . 7 9 4 : W T ] ] ] ] ] ] ' 8 4 . 8 9 4 : W T o o o o o o o o o o o o o o 8' 1' 5.6 7.1 0 0 W:5 W:5 B T BW:508.21' TW:508.76' 8' 4.7 0 5 1' 8' 6.5 8.4 0 0 W:5 W:5 B T U H O U H O U H O U H O TW:509.76' BW:508.61' U H O 28.8' 510.23' FF:510.46' 38.8' // ' 2 . 2 1 8 . 2 ' Y A W H T A P o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o \ I I - g w d . D E S O P O R P G N K C A R T E L C H E V - 0 0 - 7 2 0 3 2 - 2 0 Y G N K C A R T E L C H E V - 4 1 - 2 0 - 4 2 0 2 \ s t i b h x E - 4 0 \ n g s e D - 2 \ l i I I i i i v C - 1 0 \ m u e s u M d n a n e d r a G e r u t p u c S l f l u a m U 0 0 - 7 2 0 3 2 \ 3 2 0 2 \ 2 0 Y \ : X m p 4 0 2 : - 4 2 0 2 , 5 1 b e F o o oo oo oo oo oo oo oo oo oo oo // oo oo // oo oo / / oo oo oo oo oo oo D ) T R A L S P R G E N I R S, P L W G W W G L W G P IE S R N A V O W O W W T R ( R L W G A B W W W W O E W W O E WL O E W W O E O E W W O E G L W G W W WL L W G W W WL G L W W W O E O E W W W W W W O E O E L W G O E G L W G O E W L W L O E W W O E O E W W W W W W W L W L W W W W L W G G W W O E O E G L W G G L W G ] ] oo oo oo oo oo W L B A R T O N B L V D W V A RIE S, P E R PLA T) W L W L O E W W W W W W O E O E (R O W W O E W L OE O E 510.37' // 38.8' / / 509.38' 2.2' 1.8' ' ' 6 / 1 6 / 8 . . 6 8 0 0 5 5 : : W W B T 10.1' 1.6' 10.6' 21.3' 20.5' 508.80' // 9' 2' 8.5 4.5 0 TW:5 0 W:5 // B oo oo oo OE W L W W O E W L W W O E oo W L oo OE W W O E oo oo W L W W O E W L W W O E oo oo oo W W OE W L OE W W OE TW:512.32' BW:510.46' oo W L W W OE oo oo oo oo ] o o o o o o o o W L W L W L W W L W W W W L W W OE OE WL W OE W W W OE OE WL W W WL W W OE OE L W W W W W OE WL OE OE WL W W OE W W WL (R O S W V U A W W WL N S RIE E S, P T V R P L E W A T) 40 8 22 Pumper Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock-to-lock time Max Wheel Angle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° INTERPRETATION OF AUTOTURN RESULTS · · · · · · · · · AUTOTURN IS A KINEMATIC MODEL DOES NOT ACCOUNT FOR VEHICLE INERTIA ON NON-DRY ROAD SURFACE CONDITIONS RESULTS MAY BE DIFFICULT TO REPLICATE EXACTLY UNDER ACTUAL DRIVING CONDITIONS A SUCCESSFUL AUTOTURN SIMULATION DOES NOT SUGGEST THAT ALL DRIVERS CAN FOLLOW THE DEFINED PATH OTHER DRIVABLE PATHS MAY EXIST AUTOTURN RESULTS SHOULD BE USED CONSERVATIVELY VEHICLE DIMENSIONS ARE FOR TYPICAL VEHICLES AND ACTUAL DIMENSIONS MAY VARY AUTOTURN RESULTS ARE VALID ONLY FOR THE VEHICLE DIMENSIONS HEREIN. SUBSEQUENT CHANGES TO DESIGN WILL AFFECT AND MAY INVALIDATE AUTOTURN RESULTS. VEHICLE TRACKING EXHIBIT - PROP EX04 APPENDIX | 271 UMLAUF HPEU PLANFire Truck Maneuvers W W W W W W O E W W W W ] ] ] ] o o ] ] o o O E W W W W ] ] O E W W W W W W O E ] O E ] O H U O E O H U O E O H U O H U 497.26' O E O H U ' 7 4 . U 9 9 4 H O ' 8 . 1 2 0.5' ' 7 . 9 U H O ' ' 7 0 . 2 0 5 : W B 2 7 . 2 0 5 : W T U H O U H O U H O o o o o o o o o o o o o o o o o o o o o o o o o 8 ' 7 . 8 9 4 TW:498.38' BW:497.76' 15.0' ' 5 . 8 ' 8 6 . 8 9 4 10.0' ' 4 . 7 ' 1 . 0.2'3 ' 4 . 4 ' 6 6 . 8 9 4 27.7' ' 1 6 . 2 0 5 : F F ' 5 . 6 1 ' 8 7.6' 0 . 27.7' ' 1 9 . 2 0 5 : W B ' 5 2 . 3 0 5 : W T ' 1 . 2 1 ' 5 8 . 1 0 5 / / 4.7' F F : 5 0 2 . 3 7 ' ' 8 . 2 1 22.1' ' 6 0 . 2 0 5 : F F // / / / / ' 4 5 . 1 9 4 / / ' 8 ' 7 1 . 0 8 . 4 9 8 4 : 4 : W W T B 13.8' ' ' 0 0 . 2 9 4 : W B 4 6 . 2 9 4 : W T ' 6 . 9 3 F F : 4 9 3 . 5 8 ' 13.6' ] ] ] 8' 2.4 0 5 ] 1' 3.7 0 5 0' 1.7 0 5 / / / / / / / / / / / / ' ' 7 5 . 2 9 4 : W B 2 4 . 7 9 4 : W T ] ] ] ] ] ] ' 8 4 . 8 9 4 : W T o o o o o o o o o o o o o o 8' 1' 5.6 7.1 0 0 W:5 W:5 B T BW:508.21' TW:508.76' 8' 4.7 0 5 1' 8' 6.5 8.4 0 0 W:5 W:5 B T U H O U H O U H O U H O TW:509.76' BW:508.61' U H O 28.8' 510.23' FF:510.46' 38.8' // ' 2 . 2 1 8 . 2 ' Y A W H T A P o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o \ I I - g w d . D E S O P O R P G N K C A R T E L C H E V - 0 0 - 7 2 0 3 2 - 2 0 Y G N K C A R T E L C H E V - 4 1 - 2 0 - 4 2 0 2 \ s t i b h x E - 4 0 \ n g s e D - 2 \ l i I I i i i v C - 1 0 \ m u e s u M d n a n e d r a G e r u t p u c S l f l u a m U 0 0 - 7 2 0 3 2 \ 3 2 0 2 \ 2 0 Y \ : X m p 5 0 2 : - 4 2 0 2 , 5 1 b e F o o oo oo oo oo oo oo oo oo oo oo // oo oo // oo oo / / oo oo oo oo oo oo D ) T R A L S P R G E N I R S, P L W G W W G L W G P IE S R N A V O W O W W T R ( R L W G A B W W W W O E W W O E WL O E W W O E O E W W O E G L W G W W WL L W G W W WL G L W W W O E O E W W W W W W O E O E L W G O E G L W G O E W L W L O E W W O E O E W W W W W W W L W L W W W W L W G G W W O E O E G L W G G L W G ] ] oo oo oo oo oo W L B A R T O N B L V D W V A RIE S, P E R PLA T) W L W L O E W W W W W W O E O E (R O W W O E W L OE O E 510.37' // 38.8' / / 509.38' 2.2' 1.8' ' ' 6 / 1 6 / 8 . . 6 8 0 0 5 5 : : W W B T 10.1' 1.6' 10.6' 21.3' 20.5' 508.80' // 9' 2' 8.5 4.5 0 TW:5 0 W:5 // B oo oo oo OE W L W W O E W L W W O E oo W L oo OE W W O E oo oo W L W W O E W L W W O E oo oo oo W W OE W L OE W W OE TW:512.32' BW:510.46' oo W L W W OE oo oo oo oo ] o o o o o o o o W L W L W L W W L W W W W L W W OE OE WL W OE W W W OE OE WL W W WL W W OE OE L W W W W W OE WL OE OE WL W W OE W W WL (R O S W V U A W W WL N S RIE E S, P T V R P L E W A T) 40 8 22 Pumper Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock-to-lock time Max Wheel Angle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° INTERPRETATION OF AUTOTURN RESULTS · · · · · · · · · AUTOTURN IS A KINEMATIC MODEL DOES NOT ACCOUNT FOR VEHICLE INERTIA ON NON-DRY ROAD SURFACE CONDITIONS RESULTS MAY BE DIFFICULT TO REPLICATE EXACTLY UNDER ACTUAL DRIVING CONDITIONS A SUCCESSFUL AUTOTURN SIMULATION DOES NOT SUGGEST THAT ALL DRIVERS CAN FOLLOW THE DEFINED PATH OTHER DRIVABLE PATHS MAY EXIST AUTOTURN RESULTS SHOULD BE USED CONSERVATIVELY VEHICLE DIMENSIONS ARE FOR TYPICAL VEHICLES AND ACTUAL DIMENSIONS MAY VARY AUTOTURN RESULTS ARE VALID ONLY FOR THE VEHICLE DIMENSIONS HEREIN. SUBSEQUENT CHANGES TO DESIGN WILL AFFECT AND MAY INVALIDATE AUTOTURN RESULTS. VEHICLE TRACKING EXHIBIT - PROP EX05 APPENDIX | 272 UMLAUF HPEU PLANFire Truck Maneuvers W W W W W W O E W W W W ] ] ] ] o o ] ] o o O E W W W W ] ] O E W W W W W W O E ] O E ] O H U O E O H U O E O H U O H U 497.26' O E O H U ' 7 4 . U 9 9 4 H O ' 8 . 1 2 0.5' ' 7 . 9 U H O ' ' 7 0 . 2 0 5 : W B 2 7 . 2 0 5 : W T U H O U H O U H O o o o o o o o o o o o o o o o o o o o o o o o o 8 ' 7 . 8 9 4 TW:498.38' BW:497.76' 15.0' ' 5 . 8 ' 8 6 . 8 9 4 10.0' ' 4 . 7 ' 1 . 0.2'3 ' 4 . 4 ' 6 6 . 8 9 4 27.7' ' 1 6 . 2 0 5 : F F ' 5 . 6 1 ' 8 7.6' 0 . 27.7' ' 1 9 . 2 0 5 : W B ' 5 2 . 3 0 5 : W T ' 1 . 2 1 ' 5 8 . 1 0 5 / / 4.7' F F : 5 0 2 . 3 7 ' ' 8 . 2 1 22.1' ' 6 0 . 2 0 5 : F F // / / / / ' 4 5 . 1 9 4 / / ' 8 ' 7 1 . 0 8 . 4 9 8 4 : 4 : W W T B 13.8' ' ' 0 0 . 2 9 4 : W B 4 6 . 2 9 4 : W T ' 6 . 9 3 F F : 4 9 3 . 5 8 ' 13.6' ] ] ] 8' 2.4 0 5 ] 1' 3.7 0 5 0' 1.7 0 5 / / / / / / / / / / / / ' ' 7 5 . 2 9 4 : W B 2 4 . 7 9 4 : W T ] ] ] ] ] ] ' 8 4 . 8 9 4 : W T o o o o o o o o o o o o o o 8' 1' 5.6 7.1 0 0 W:5 W:5 B T BW:508.21' TW:508.76' 8' 4.7 0 5 1' 8' 6.5 8.4 0 0 W:5 W:5 B T U H O U H O U H O U H O TW:509.76' BW:508.61' U H O 28.8' 510.23' FF:510.46' 38.8' // ' 2 . 2 1 8 . 2 ' Y A W H T A P o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o \ I I - g w d . D E S O P O R P G N K C A R T E L C H E V - 0 0 - 7 2 0 3 2 - 2 0 Y G N K C A R T E L C H E V - 4 1 - 2 0 - 4 2 0 2 \ s t i b h x E - 4 0 \ n g s e D - 2 \ l i I I i i i v C - 1 0 \ m u e s u M d n a n e d r a G e r u t p u c S l f l u a m U 0 0 - 7 2 0 3 2 \ 3 2 0 2 \ 2 0 Y \ : X m p 5 0 2 : - 4 2 0 2 , 5 1 b e F o o oo oo oo oo oo oo oo oo oo oo // oo oo // oo oo / / oo oo oo oo oo oo D ) T R A L S P R G E N I R S, P L W G W W G L W G P IE S R N A V O W O W W T R ( R L W G A B W W W W O E W W O E WL O E W W O E O E W W O E G L W G W W WL L W G W W WL G L W W W O E O E W W W W W W O E O E L W G O E G L W G O E W L W L O E W W O E O E W W W W W W W L W L W W W W L W G G W W O E O E G L W G G L W G ] ] oo oo oo oo oo W L B A R T O N B L V D W V A RIE S, P E R PLA T) W L W L O E W W W W W W O E O E (R O W W O E W L OE O E 510.37' // 38.8' / / 509.38' 2.2' 1.8' ' ' 6 / 1 6 / 8 . . 6 8 0 0 5 5 : : W W B T 10.1' 1.6' 10.6' 21.3' 20.5' 508.80' // 9' 2' 8.5 4.5 0 TW:5 0 W:5 // B oo oo oo OE W L W W O E W L W W O E oo W L oo OE W W O E oo oo W L W W O E W L W W O E oo oo oo W W OE W L OE W W OE TW:512.32' BW:510.46' oo W L W W OE oo oo oo oo ] o o o o o o o o W L W L W L W W L W W W W L W W OE OE WL W OE W W W OE OE WL W W WL W W OE OE L W W W W W OE WL OE OE WL W W OE W W WL (R O S W V U A W W WL N S RIE E S, P T V R P L E W A T) 40 8 22 Pumper Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock-to-lock time Max Wheel Angle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° INTERPRETATION OF AUTOTURN RESULTS · · · · · · · · · AUTOTURN IS A KINEMATIC MODEL DOES NOT ACCOUNT FOR VEHICLE INERTIA ON NON-DRY ROAD SURFACE CONDITIONS RESULTS MAY BE DIFFICULT TO REPLICATE EXACTLY UNDER ACTUAL DRIVING CONDITIONS A SUCCESSFUL AUTOTURN SIMULATION DOES NOT SUGGEST THAT ALL DRIVERS CAN FOLLOW THE DEFINED PATH OTHER DRIVABLE PATHS MAY EXIST AUTOTURN RESULTS SHOULD BE USED CONSERVATIVELY VEHICLE DIMENSIONS ARE FOR TYPICAL VEHICLES AND ACTUAL DIMENSIONS MAY VARY AUTOTURN RESULTS ARE VALID ONLY FOR THE VEHICLE DIMENSIONS HEREIN. SUBSEQUENT CHANGES TO DESIGN WILL AFFECT AND MAY INVALIDATE AUTOTURN RESULTS. VEHICLE TRACKING EXHIBIT - PROP EX06 APPENDIX | 273 UMLAUF HPEU PLAN