X X X X X X X X X X X X X X X X X X X X X // X X // // // O X // // // X // // X // // ALK EW X . SID X SIDEWALK X LL LLA BA RO CK X X TE NC RE CO X BA LLA ST CK X RO X X NC . WA LL CO RE TE CO NC X BA X LLA ST X RO CK X X X FL ST X BA X RE CO NC LL . WA NC X W SI DE CO AL K RO CK NN RU FL FL TE TR IN G LLA AC K FL FL K AL W DE SI X FL DRO P 24" FL CMP = 1103 X X X X UE UE .43' INLE T SS X 3016 18087 18084 18085 18086 3161 FIL 3017 X 3160 EA L AR FL TE FL 6007 FL UE 18080 X 3154 3153 3159 .63' FL FLAG POLE X 3166 24" FL CMP = 1103 .22' X 3164 3165 17948 6006 UE FL FL UE FL .47' 3182 17947 17949 X FL FL FL FL FL 12" FL CMP = 1108 GA OE M E SH TA ED L X X DE W SI X X OE OE OE OE OE OE OE OE T 18089 X FL OE SS INLE 3243 17946 X 12" FL CMP = 1108 T RO DIR X FL OE APE DRO P AD GE X NA 6" FL PVC = 1113 OE DR AI CAUTION!! UTILITY CROSSING .34' 14780 14778 14779 OE X RO CK LAN DSC 6" FL PVC = 1113 14783 14775 X X X X X X X X X AL K X OE X ST X X X L SS X DE W AC K IN G NN RU FL X OE X OE OE OE OE X X X O CO AL NC K RE TE AL K SI DE W K W AL DE SI OE TR OE X OE OE PR E BO SS X X OE X OE X OE X OE X OE X OE OE X OE OE FL E X LO OS ST .51' 14772 14773 14774 CO NC X X O X SI X SI OE X K AL DE W X O X X OE X X UN X ITS OE E OE O O X OE X 6' AL PO ALK ALK X X 4.66' 24" FL=110 CMP .99' DROP FL= INLET 1104.6 RD PI T EW X X SS OA LE ND SID X 07.21' SC OR EB PO SA 14781 6004 12" FL=11CMP 12" FL=11CMP FL AG 4.71' INLE T 14782 14770 X X FLUME GE X X X FL X X DR 24" CMP FL=110 P CMP 12" = 1109 FL OE 14769 X X 3014 RO 08.43' FL OE SS SS DRO P14 X 3015 FL OE APE APE CONC. PAD 3246 18077 18078 18079 X X FL CONC. FLUME OS GO X 3152 3255 3018 3146 3145 3251 18073 CO TE RO AD 24" FL CMP = 110 1.44 FL ' RE AV EL RT TE 14501 GR AV GR P 6008 OO DE DCK EL OE W AB LE 24" CMP FL=1088.67' E 14449 14477 SPOIL 14452 OE 14453 3147 PIL GABION 18062 18063 18068 19803 GRAVEL ROAD SSL 24" CMP NOT FOUND 03 14450 X UE GRAVEL ROAD 60 19808 OE OE 60 08 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE APPROX. LOCATION OF PROPOSED NETTING OE 05 OE 60 06 OE 60 11.61' OE 15 .0 7' 04 OE 60 OE 14463 07 OE OE 14456 14457 14459 14464 3025 3141 ROCK ROCK GABION 60 14461 14603 3142 18066 19807 19806 19804 19805 UE 14475 3157 UE EL ED PO OO RA DM 14502 AV SH T W 14496 GR ED FL AL NC P SH AL T PH OO RA DM 14489 PH AS W UE OO DE DCK UE W CO OE 14485 AS ED EL GRAVEL/OLD ASPHALT ROAD OE AV 14491 3144 3143 UE RE FL SH GR 14490 14484 14482 18072 NC FL OE 14776 14777 14602 LL X V OE X X X X X X X X X X 6003 DRO FL P = 1108INLE .43' T DSC EW X GE X X NA LAN DSC X X X CK 6005DRAI NA LAN X RO X E LO 14786 14493 . WA WW X OS X K SID EW ALK X X 6001 6002 LO X DEC TBM #4 SQUARE CUT IN CONC. WALK ELEV. = 1119.61' SID X OE X X X 01 HC OE X X FL OE 53 OE X 17954 AI 14771 OE OE OE OE OE OE OE F:\LTISD OVERALL\PROJECTS\18-062 LTISD HS 2019\DRAWINGS\EXHIBITS\UG-FIBER-CABLE-ESMNT.DWG, 2/28/2019, MV X AL CK OE X .71' DEW X 60 14784 LAST X X INLET 6.46' 17958 17956 17955 17957 K SI BLDG. 8 H.S. AG FACILITY LK X .46' SS 12" FL CMP = 1108 X 08.71' X CK RO E PIL 12" FL CMP = 1106 12" FL=11CMP E 14785 14768 K BAL ROC X X INLE T .89' T 14767 14765 14764 14766 14751 . WA X X 12" SS FL CMP = 1109 .04' SS INLE DROP FL=110 FL 14754 14755 14752 CO X OE E A/ C O P K 14756 14863 CO NC X X X OE X DRO AL 14864 14873 TE IN IL RA O X X OE H W IT K W AL SI DE PE D EP ST X X OE X X EXIST. SIDEWALK X OE 111 2.05 ' 14871 WA CONC. PAD = 14878 14877 CO NC O OE FL 14758 14757 WW UE 8' = 1111.9 W 18" FL CMP = 1110 14876 14890 14891 14892 X FL X 14870 14894 14895 14893 M. T SI DE 14886 14885 14759 ALU PI 02 X 14882 14883 14880 14881 14879 RE TE IST EX O X X O OE DE W // O O O O G OE X O OE SI X 17620 ND P 14889 14888 14887 RE O ST SA DRO 14896 NC CO O PO X X 60 FL X TE O AL INLE T X X X X 17408 NC RE X P .03' X OE X X 14899 X X K X AL X OE X OE X OE X X X X X OE X OE X OE X X X O OE OE CONCRETE O OE OE O OE OE O OE O OE OE O OE X O OE GO DRO SS 12" FL CMP = 1110 X OE X O OE OE X O X O OE X O O X O O OE X X O OE X O X SS 17404 17407 14901 14902 14900 O O X OE O X X O X OE X OE X OE X L X 17405 17406 X CONC. PAD WW TA .44' UE ME 12" FL CMP = 1108 SS X OE X X OE X PE 60 DE ' E V R LE X OL NA CT U LE RIC TR DOEME S E E AV EE 40 LE AS IS D R 79, CT EM CO E PA RIC EN UN CO O GE C T TY RDE 21 OO ,T S 68 P. EX AS O X OE X T 18" FL CMP = 1109 24" FL CMP = 1109 .89' RE TE L OE X X X X X OE X X X OE X X X OE X X X OE X X X X X OE X X X O OE OE X O OE INLE .99' GRA FL TE = 1112INLE .47' T 17391 INLE T .94' P WW P 18" FL CMP = 1107 DRO NC SS X 17390 17389 17388 DRO CO X 17396 1739417395 17392 17393 17402 K UE 17397 WW OE X O OE O UE OE X O OC X 17398 17403 X WW X O WW 18" FL CMP = 1108 .35' WW INLE T UE P CL BLDG. 7 H.S. STADIUM UPPER FIELD HOUSE 17400 X UE DRO AY 17399 18" CMP FL = 1107.89' L SS // OE T-DUCT1 O 6035 X X X WW UE TE 24" FL CMP = 110 8.19 ' X X X T-DUCT1 WW 6034 X // 14903 X WW ON SIDEWALK O WITH RAILING X 14904 WW ES SI K // GAS TANK GAS TANK X UE D 6036 15270 17401 CAUTION!! UTILITY CROSSING X X 6033 CO ST NC AN GA SS X E FLUM UE RAILING PL BORDER CONCRETE X O O O O O 15271 CONCRETE O O SIDEWALK WITH WAL X X X X X X O SIDE WAL K SIDEWALK O O O O O SIDEWALK X X X O TE SIDE // 14848 6030 // // 6019 O X // O AREA DRAIN RAMP X 6032 O OE // 14849 FLUME SIDEWALK O OE // 14940 14939 6018 6017 6016 O X X X // P15 6026 6031 X WATER PUMP // WATER METER NO. 13 TBM #5 COTTON SPINDLE IN POWER POLE ELEV. = 1123.23' 20052 20206 6025 X // G 6020 SIDEWALK X FLUME 6010 CONC. 6015 6027 X // AP IN RE O FLUME 6011 6012 X WATER METER NO. 12 WATER METER NO. 11 17604 // SC O NC 6013 FL 16" CMP FL IN=1075.03' FL OUT=1073.72' FL 16" CMP FL IN=1080.28' FL OUT=1080.00' FL 18" PVC ELEV. = 1081.54' 6014 // ND TE CO P 6024 6021 6028 X // O LA TE GA // M 6023 6024 X AL // EW // K T GA DRO 18" FL RCPP INLE = 110 T 9.29 ' P 6029 X O 5.76 ' SID AL M OE 20054 12" FL CMP = 110 ' ' PH RA P13 RA 20053 SSL 7.51 8.91 AS X X OE 19570 20055 WATER METER NO. 14 EW ALK O V X X COVERED GRAVEL AREA 12" FL CMP = 110 18" FL RCP = 110 SID WW 15359 WW DS FL 2X12" CMP ELEV. = 1105.79' 5.54 ' EL OE BLDG.9 MAINTENANCE FACILITY 12" FL CMP = 110 ' AV OE 6" PVC FL IN=1111.36' FL IN=1111.27' FL OUT=1111.20' PROPANE TANK 7.42 GR HC FL 6" PVC=1108.76' FL 6" PVC=1108.69 WATER TANK OE DS DS 12" FL CMP = 110 O UE UE DS OE OE OE OE OE OE OE OE OE UE UE X UE UE UE CAVALIER DRIVE 6" PVC FL IN=1097.47' FL IN=1097.53' FL OUT=1097.46' X DS OE UE E O OE OE 19601 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE UE UE FL 6" PVC=1108.18 UE 1961119613 19612 19610 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 19143 62 19144 84 X OE OE 19604 T-DUCT1 19628 19627 19616 OE 19617 19618 T-DUCT1 19573 OE OE OE OE OE OE OE OE OE OE 18166 OE OE OE OE OE OE OE OE OE OE EXISTING UTILITIES SHOWN FROM RECORD DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION. OE OE OE X OE APPROX. LOCATION OF EXIST. NETTING NOTES: 1. OE UNDERGROUND UTILITY EASMENT FIBER OPTIC CABLE LAKE TRAVIS HICH SCHOOL (SOUTHERN CORNER) PROPOSED 10' FIBER EASEMENT SINCE N 0 CIVIL ENGINEERING 50' SCALE: 1" = 50' INC. 1995 DEVELOPMENT CONSULTING PROJECT MANAGEMENT 5113 Southwest Pkwy, Suite 260 Austin, Texas 78735 Phone: (512) 899-0601 Fax: (512) 899-0655 Firm Registration No. F-786