04-4: Attachment 2 - Plan Sheets — original pdf

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ATTACHMENT 2 Plan Sheets ≻ ≻ ≻ ≻ I.H. 3 5 ≻ ≻ ≻ 0 VERTICAL SCALE IN FEET 40 80 HORIZONTAL SCALE IN FEET LEGEND PROPOSED WASTEWATER EASEMENT (COA) Driskill St y St ain R e PROPOSED TEMP CONSTRUCTION EASEMENT (COA) River St PROPOSED WATER/WASTEWATER EASEMENT (COA) PROPOSED WASTEWATER SUBTERRANEAN EASEMENT (COA) EXISTING WASTEWATER EASEMENT (COA) PARKS DEPARTMENT PROPERTY EXISTING ROW PROPOSED ROW EXISTING EASEMENT E 11th St e r St d Riv e R e St bin a S 5 I.H. 3 t S s o c r a M n a S E 7th St E 6th St E 9th St t S r e l l a W t S a i d y L s St e h c e N E 9th St E 8th St E 7th St E 6th St E 5th St E 4th St rinity St E Cesar Chavez St T E 3rd St E 5th St E 4th St E 3rd St a y c St Atta E Cesar Chavez St Willow St Spence St Cantebury St Garden St ota St s a v a N aller St W E 2nd St East Ave I . H . 3 5 Red River St Holly St Haskell St al St m o C COLORADO RIVER LOCATION MAP NOT-TO-SCALE REV DATE BY DESCRIPTION WC 56 EAST AVENUE LLC TCAD PROPERTY ID: 190874 BEGIN PROP 72" WWL-404 ≻ WW ≻ ◯◯ ≻ PROP 72" FRPM WWL-403 LAMBIE ST ≻ ≻ ≻ ≻ ≻ ≻ ≻ ≻ ≻ PROP 72" FRPM WWL-404 ◯◯ ◯◯ ////////// / / ◯◯ / / / // / / / / / / / / // ◯◯ ◯◯ ////////////// / ◯◯ / / / / / / / / / / / / / / / / / / BRAY WILLIAM TERRY TRUSTEE TCAD PROPERTY ID: 188029 ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ≻ ◯◯ ◯◯ ≻ ≻ EXISTING DRAINAGE AND PUBLIC UTILITY EASEMENT DOCUMENT NO. 61/22 ≻ ≻ ≻ ≻ EXISTING DRAINAGE AND PUBLIC UTILITY EASEMENT DOCUMENT NO. 82/79 PROP 72" FRPM WWL-403 ≻ ≻ ≻ ≻ WILLIAMS ALLAN L & ANDREW J FO TCAD PROPERTY ID: 188028 ///////// / / / / / / TURNER BENJAMIN B JR TRUSTEE TCAD PROPERTY ID: 188027 / / / //////// / / / / / / / TOWN LAKE CONDOMINIUMS INC TCAD PROPERTY ID: 188213 SEE NOTE 1 / / / / / / / / / / / / / / / / ◯◯ ◯◯ / / // / / /////////////// / / / ◯◯ / / / / / / / / / / / / // / ◯◯ EXISTING PUBLIC UTILITY EASEMENT DOCUMENT NO. 82/79 //////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // /////// / / ◯◯ PROPOSED TEMP CONSTRUCTION EASEMENT (05-AWB-A) DOCUMENT NO. _____ AREA: 13841 SQFT / / / / / / / / / / / / / / / / / / / / / / / / ///// / / / / / / / / / / / / / / / / / / ◯◯ / / / / / / / // / / / / ◯◯ ///////////// / ◯◯ / / // / / / / / / / / / / / ◯◯ ◯◯ ◯◯ ◯◯ / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / CITY OF AUSTIN PARK ROAD WITH PUE RETAINED PORTION OF ORDINANCE NO. 810702 - J CITY OF AUSTIN, TEXAS (VACATION OF EAST AVENUE, 38,894 SQ. FT.) / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / //// / / / / / / / /// / // / / / / / / / TOWN LAKE CONDOMINIUMS INC TCAD PROPERTY ID: 188213 SEE NOTE 1 // / / // //// / / // / / / / // /// ◯◯ / / / / / / // / / / / / ◯◯ ◯◯ ◯◯ ◯◯ / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / // / / / / / / ◯◯ / / // / / / / / / / / / / / / // / / / / / CITY OF AUSTIN PARK ROAD WITH PUE RETAINED PORTION OF ORDINANCE NO. 770915 - E / CITY OF AUSTIN, TEXAS (TRACT C - VACATION OF EAST AVENUE, 3.39 ACRES) / / / / / / / / / EXISTING PUBLIC UTILITY EASEMENT DOCUMENT NO. 82/79 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ◯◯ / / / / / / / / / / / S A N M A R C O S S T / / PROPOSED TEMP CONSTRUCTION EASEMENT (04-AWB-A) DOCUMENT NO. _____ / / AREA: 6902 SQFT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///// / // / / / / / //// // / / / // / / / /// / / // / / / / / / / / / / / / / / / PROPOSED TEMP CONSTRUCTION EASEMENT (07-AWB-A) DOCUMENT NO. _____ AREA: 7927 SQFT ◯◯ ◯◯ ≻ ◯◯ ◯◯ ≻ ◯◯ PROPOSED TEMP CONSTRUCTION EASEMENT (08-AWB-A) DOCUMENT NO. _____ AREA: 5194 SQFT ◯◯ 48 EAST PROPERTY LLC TCAD PROPERTY ID: 958509 ◯◯ ≻ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ≻ PROPOSED TEMP CONSTRUCTION EASEMENT (09-AWB-A) DOCUMENT NO. _____ AREA: 11670 SQFT ◯◯ I T O N A R P , H K U M H S E D : D I R E S U 44 EAST AVENUE DEVELOPMENT LLC TCAD PROPERTY ID: 924649 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ◯◯ ◯◯ ≻ ◯◯ ≻ ≻ ≻ ≻ E A S T A V E ≻ ≻ ≻ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ / END PROP 72" WWL-404 BEGIN PROP 15" WWL-405 BEGIN PROP 48" WWL-404.1 / / / / / // / / // / / / / / // / / / / / // / / / / / /// / / / / // / / ///// / / / / / / / / / / / / / / / / / / ◯◯ / // / / / / / / / / / / / // // / / / / / / / // / PROP 15" PVC WWL-405 ◯◯ / / CUMMINGS ST PROP FRPM 48" WWL-404.1 END PROP 48" WWL-404.1 ≻ WW ≻ ≻ WW WW ≻ WW ≻ ≻ WW ≻ ≻ WW ≻ WW ≻ CITY OF AUSTIN (PARKLAND) TCAD PROPERTY ID: 188205 EXISTING PUBLIC UTILITY EASEMENT DOCUMENT NO. 82/79 PROPOSED TEMP CONSTRUCTION DECLARATION OF USE (03-AWB-A) DOCUMENT NO. _____ AREA: 3590 SQFT . \ I - G W D T M S E C M _ 6 P _ 2 5 4 _ X E P A C \ 6 P S P W _ 1 0 \ S E L I F T C E J O R P E T A C O L E R Y T I L I T U W A \ - C X E P A C - 0 0 3 S U A \ ) R E M A ( \ S T C E J O R P A S U P S W S C O D C C A C D P R O C . 8 3 3 4 8 6 D P S U S R E S U \ \ \ \ : C : E L I F M A 1 3 : 7 6 2 0 2 / 3 1 / 0 1 : E T A D / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / ◯◯ / / / / / / / / / / / / EXISTING PUBLIC UTILITY EASEMENT DOCUMENT NO. 3092/1181 / / / / / / / / / / / / BROADDUS PROPERTIES LTD TCAD PROPERTY ID: 188215 SEE NOTE 1 // / PROPOSED SUBTERRANEAN DECLARATION OF USE (03-AWB-C) DOCUMENT NO. _____ AREA: 1495 SQFT EXISTING PUBLIC UTILITY EASEMENT DOCUMENT NO. 82/79 //// / //// / ◯◯ ◯◯ / //////////// / / / / / / / / / / //////////// / / / / / ////// / / // / ////// / /// /////////// PROPOSED WASTEWATER DECLARATION OF USE (03-AWB-B) ///// DOCUMENT NO. _____ AREA: 5980 SQFT /// // / / / / / / / / / / / / / / / / / ////// / /// / / / // / / / / / PROPOSED TEMP CONSTRUCTION EASEMENT (05-AWB-B) DOCUMENT NO. _____ AREA: 1366 SQFT / / // ◯◯ / / / / / / / / / / / / / / / END PROP 8" WWL-405.1 // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // // / / / / / / / / / / / / / / / / / / / / / / PROP 8" PVC WWL-405.1 BEGIN PROP 8" WWL-405.1 ≻ ◯◯ WW ≻ ◯◯ ≻ ≻ EXISTING HYDRANT ◯◯ ≻ 10' ◯◯ ≻ ◯◯ ≻ ≻ WW ◯◯ ≻ ◯◯ ≻ ◯◯ ◯◯ ◯◯ ≻ WW ≻ ≻ ◯◯ ≻ ≻ ≻ 20' CITY OF AUSTIN (PARKLAND) TCAD PROPERTY ID: 188205 EXISTING PUBLIC UTILITY EASEMENT (TRACT N-15) DOCUMENT NO. 850502-U (LOCATION AND GEOMETRY UNCERTAIN) PROP 12" PVC WWL-405 END PROP 12" WWL-405 WW ≻ ≻ WW ≻ ◯◯ ≻ ◯◯ ≻ ◯◯ ≻ ◯◯ ≻ ◯◯ WW ◯◯ END PROP 15" WWL-405 BEGIN PROP 12" WWL-405 PROPOSED TEMP CONSTRUCTION EASEMENT (06-AWB-A) DOCUMENT NO. _____ AREA: 790 SQFT ASDN AUSTIN LLC TCAD PROPERTY ID: 188214 SEE NOTE 1 //// PROPOSED TEMP CONSTRUCTION EASEMENT (06-AWB-B) / DOCUMENT NO. _____ / AREA: 397 SQFT // // / / / / / / / / / / / / / /////// / / /// / // / / / / / / KEY NOTES: 1. 2. 3. SANITARY SEWER SERVICES WILL NEED TO BE RECONNECTED TO THESE PROPERTIES AS PART OF THIS PROJECT. TEMPORARY CONSTRUCTION EASEMENT REQUIRED FOR TRENCHLESS OPERATIONS AND LAYDOWN AREA. THE WIDTH OF THE PROPOSED WWL EASEMENT IS AT LEAST TWICE THE DEPTH OF THE WWL, EXCEPT WHERE THE WWL WILL NOT BE MAINTAINED FROM THE SURFACE. A PORTION OF THE PROPOSED WWL WILL BE INSTALLED BY TRENCHLESS MEANS, MAKING ITS DEPTH NON-CRITICAL TO THE WIDTH OF THE EASEMENT. 4. ALL WORK ON PARKLAND SHALL COMPLY WITH ECM §5: CONSTRUCTION IN PARKS (ECM §5.4.1). CAPITAL AREA WSP USA Inc 1601 S MoPac Expy, Suite 325 Austin, TX 78746 TEL: 737.703.3900 TBPE F-2263 CAPITAL EXPRESS CENTRAL SP6 EASEMENT PLAN EM203 SHEET 3 OF 4 C C TxDOT 2024 CONT SECT DS: CK: JK DA DW: CK: VT DA 0015 13 DIST AUS JOB 452 COUNTY TRAVIS HIGHWAY IH 35 SHEET NO. 4 288 C:\USERS\USPD684338.CORP\DC\ACCDOCS\WSP USA PROJECTS (AMER)\AUS300-CAP EX C - AW UTILITY RELOCATE\PROJECT FILES\01_WIP\SP6\CAPEX_452_P6_MC-ESMT.DWG G 1 1 2 W C T E E H S E E S FO DB EX 1/2" FIBR ≻ FO DB FO FO DB ≻ FO G WW G WW FO FO DB C G W W ⪼ EX 1/2" ELEC G FO DB PROP 72" FRPM WWL-404 (SEE SHEET CW211) FO DB EX 2" STL GAS ⪼ W EX 12" PVC WWL # 294832 W EX MH # 320619 G E E C G W ⪼ ≻ E 14+59 10+00 WW W WLX W X ≻ ≻ ≻ E ◯◯ ◯◯ / / / / / / / // / / / / / W ◯◯ EP EP C EP E G ◯◯ ◯◯ PROP 10" DI WL-408 (SEE SHEET CV201) FOJ ◯◯ ◯◯ 28' DIA TUNNEL RETRIEVAL SHAFT (SEE SHEET TS206) ⪼ EX 10" DI WL # W-1972-0163 ◯◯ EX 15" ABDN UNK WWL # 139794 (TBR) ⪼ XWWX XWWX ◯◯ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PROP 48" FRPM WWL-404.1 WW (SEE SHEET CW212) W EX 48" UNK WWL # 294830 WW E WW W WW W EX 15" ABDN UNK WWL # 139794 (TBR) EX 12" CI WL # 317403 W W XWLX E W STA. 10+37.60, WWL-405 4' DIA. WWMH PMH405_1 N: 10067217.01 E: 3116016.61 (SEE SHEET CW302 FOR MANHOLE PLANS) ≻ X W W X 1 WW XWWX ≻ E ≻ X W W X 2 E ≻ WW W 18' W 49' E E EP EH ⪼ EX 48" UNK WWL # 166933 (TBR) G ◯◯ ⪼ ⪼ STA. 10+75.01, WWL-405 4' DIA. WWMH PMH405_2 N: 10067199.33 E: 3115983.64 (SEE SHEET CW302 FOR MANHOLE PLANS) E EX 15" ABDN UNK WWL # 139794 (TBR) ⪼ EX 72" RCP STRM ≻ E 11+00 ≻ PROP 15" PVC SDR26, WWL-405 EAST AVE (VARIABLE ROW) ≻ W W W E ≻ E WW ≻ 19' / / / XWWX / (SEE SHEET CW302 FOR MANHOLE PLANS) // // / / / / / XWWX XWWX / / / / / / / / / / / / / / / / / / / / / XWWX // / / / / / / / / // / / / / / / / / / / / / PROP VARIABLE WIDTH WASTEWATER DECLARATION OF USE / DOC NO. ____________________________________ / / (SEE SHEET EM202 FOR EASEMENT PLANS) / / // / / / / / / // / / / / / / TOWN LAKE CONDIMINIUMS TCAD ID: 188213 // / / / // / / / / / / / / / / / / EX ABDN 2" CI WL # 317360 / / / EX 6" DI WL # 412509 / / / / / / / / // / / / / / / / EX FH # 162229 / / / / / / / / / / / / / / / / / / G / / / / / / / / G / / / / E W C E TV FO DB W C ◯◯ / / / / / / ◯◯ / / / / / ◯◯ / / / / / / / ◯◯ / / / / E W C C ◯◯ W / / / G EE C TV E FO DB W C / // / / / / // / EX 2" STL GAS / / E T T C V V TV TV FO DB CJ TV E / / / / / / / STA. 12+32.65, WWL-405 4' DIA. WWMH PMH405_5 / N: 10067045.68 / // E: 3115970.87 W TV (SEE SHEET CW302 FOR MANHOLE PLANS) ◯◯ ◯◯ FO DB E C G C EJ EJ / / W C //////// XWWX / / / XWWX ◯◯ / / / // / / / / / / / / / / / / // / / / / / / ◯◯ / / / / / ◯◯ / / / / ⪼ E ⪼ EX 2" STL GAS / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / // / G / W E C TV FO DB C W ◯◯ E W C ◯◯ ≻ WW 10+00 ≻ WL-405 WL-405 G E TV FO DB / / / / / / / / / / / / / / ◯◯ C C C C G G W E W W ◯◯ / / / / ≻ PROP 15" PVC SDR26, W PROP 15" PVC SDR26, W ≻ C ◯◯ E W E W ≻ E TV E TV FO DB MATCHLINE - STA.14+00 SEE SHEET CW214) 14+00 FO DB E TV ≻ ≻ ≻ 10' W W C C ◯◯ PROP 10' TEMPORARY CONSTRUCTION DECLARATION OF USE (SEE SHEET EM202 FOR EASEMENT PLANS) E STA. 14+74.32 WWL-405 = STA. 14+74.32 WWL-405 = STA. 10+00 BEGIN WWL-405.1 STA. 10+00 BEGIN WWL-405.1 4' DIA. DROP WWMH PMH405_7 4' DIA. DROP WWMH PMH405_7 N: 10066928.05 N: 10066928.05 E: 3116168.57 E: 3116168.57 (SEE SHEET CW302 FOR MANHOLE PLANS) (SEE SHEET CW302 FOR MANHOLE PLANS) ⪼ ⪼ 12+00 WW ≻ 3 ≻ ⪼ 6' ≻ WW ≻ PROP 15" PVC SDR26, WWL-405 PROP 15" PVC SDR26, ??? ≻ ≻ ◯◯ ◯◯ C ◯◯ W W 13+00 ≻ WW W 5 W ≻ ≻ 4 ≻ W ⪼ W EX 12" CI WL # 330944 EX 72" RCP SD W W ⪼ PROP 400 LF 15" PVC SDR-26 WWL 386LF TRENCH EXCAVATION SAFETY SYSTEM STA. 11+44.29, WWL-405 4' DIA. WWMH PMH405_3 N: 10067133.01 E: 3115963.61 (SEE SHEET CW302 FOR MANHOLE PLANS) W W W W CITY OF AUSTIN TCAD ID: 188025 W W EX ROW STA. 12+06.35, WWL-405 4' DIA. WWMH PMH405_4 E N: 10067070.96 E: 3115963.61 (SEE SHEET CW302 FOR MANHOLE PLANS) W W 28' DIA TUNNEL SHAFT W W . 1 0 0 1 + 0 1 . A T S L W W I D " 0 1 X E . 7 9 5 4 4 . L F . R P P A D E T A C O L E R E B O T 5 1 . 9 1 + 0 1 . A T S D E V O M E R E B O T 9 1 . 6 4 4 . L F . R P P A L W W K N U " 5 1 N D B A X E . 3 5 6 2 + 0 1 . A T S . 1 7 4 4 4 . L F . R P P A L W I D " 0 1 P O R P ) 1 0 2 V C T E E H S E E S ( . 7 7 7 3 + 0 1 . A T S . 4 2 0 4 4 . L F . R P P A L W W K N U " 8 4 X E D E V O M E R E B O T EX GROUND ≻ WL-405 ≻ PROP 15" PVC SDR26, W ≻ ◯◯ ≻ PRIOR TO WWL INSTALLATION, REPLACE 20 LF OF EXISTING WL WITH DUCTILE IRON AND TRANSITION COUPLINGS AS SHOWN. STA. 12+96.79, WWL-405 4' DIA. WWMH PMH405_6 N: 10066989.63 E: 3116002.05 (SEE SHEET CW302 FOR MANHOLE PLANS) 4 9 . 3 6 + 2 1 . A T S I C " 2 N D B A X E 6 9 . 9 3 4 . L F . R P P A 6 7 . 0 7 + 2 1 . A T S L W I C " 2 1 X E 4 7 . 9 3 4 . L F . R P P A Q80%: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM VD: 2.23 GPM PROP 37.60 LF 15" PVC SDR26 @ 0.28% Q80%: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM VD: 2.23 GPM PROP 37.42 LF 15" PVC SDR26 @ 0.28% PROP 69.28 LF 15" PVC SDR26 @ 0.28% PROP 62.06 LF 15" PVC SDR26 @ 0.28% Q80%: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM VD: 2.23 GPM PROP 26.30 LF 15" PVC SDR26 @ 0.28% Q80%: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM VD: 2.23 GPM PROP 64.14 LF 15" PVC SDR26 @ 0.28% 1 _ 4 0 4 H M P H M W W X E T R O V . I A D ' 3 1 . 8 7 4 3 4 ) N I ( L F ) S ( 6 2 R D S C V P " 5 1 . 4 8 9 3 4 ) N I ( L F ) W S ( P R F " 8 4 . 2 6 7 7 3 ) T U O ( L F ) N ( P R F " 2 7 . 2 6 8 7 3 ) N I ( L F ) W ( P R F " 0 6 7 1 . 1 5 4 = L E M R I 5 0 4 - L W W 0 6 7 3 + 0 1 . . A T S 4 0 4 - L W W . , 3 4 9 5 + 4 1 . A T S 7 1 . 1 5 4 . G E . 1 8 4 3 4 . L F . G E . L F 9+90 10+00 1 _ 5 0 4 H M P H M W W . I A D ' 4 2 _ 5 0 4 H M P H M W W . I A D ' 4 5 0 4 - L W W . 1 0 5 7 + 0 1 . A T S . 8 9 4 3 4 ) N I ( L F ) W S ( 6 2 R D S C V P " 5 1 . 8 8 4 3 4 ) T U O ( L F ) N ( 6 2 R D S C V P " 5 1 4 1 . 0 5 4 . G E . 1 0 5 3 4 . L F 10+50 Q80%: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM VD: 2.23 GPM . 8 0 5 3 4 ) T U O ( L F ) E N ( 6 2 R D S C V P " 5 1 8 1 . 5 3 4 ) N I ( L F ) S ( 6 2 R D S C V P " 5 1 5 0 4 - L W W 9 2 4 4 + 1 1 . . A T S . 3 5 8 4 4 = L E M R I 3 _ 5 0 4 H M P H M W W . I A D ' 4 Q80%: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM VD: 2.23 GPM 8 3 . 5 3 4 ) T U O ( L F ) N ( 6 2 R D S C V P " 5 1 . 8 4 5 3 4 ) N I ( L F ) S ( 6 2 R D S C V P " 5 1 . 1 4 7 4 4 = L E M R I 0 1 . 8 4 4 . G E . 5 2 5 3 4 . L F 11+00 . 4 2 7 4 4 . G E . 9 4 5 3 4 . L F 11+50 . 5 6 5 3 4 ) T U O ( L F ) N ( 6 2 R D S C V P " 5 1 . 5 7 5 3 4 ) N I ( L F ) S ( 6 2 R D S C V P " 5 1 5 0 4 - L W W 5 6 2 3 + 2 1 . . A T S 5 _ 5 0 4 H M P H M W W . I A D ' 4 . 5 0 5 4 4 = L E M R I ' 5 . 1 . 2 8 5 3 4 ) T U O ( L F ) N ( 6 2 R D S C V P " 5 1 . 2 9 5 3 4 ) N I ( L F ) E S ( 6 2 R D S C V P " 5 1 7 3 . 4 4 4 . G E . 7 9 5 3 4 . L F 12+50 . 2 9 5 4 4 = L E M R I 4 _ 5 0 4 H M P H M W W . I A D ' 4 5 0 4 - L W W 5 3 . 6 0 + 2 1 . A T S . 6 0 6 4 4 . G E . 3 6 5 3 4 . L F 12+00 . 1 5 0 5 4 = L E M R I PROP 103.21 LF 15" PVC SDR26 @ 0.28% Q80%: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM VD: 2.23 GPM 0 1 . 6 3 4 ) T U O ( L F ) W N ( 6 2 R D S C V P " 5 1 . 0 2 6 3 4 ) N I ( L F ) E ( 6 2 R D S C V P " 5 1 8 0 . 3 4 4 = L E M R I M R O T S P C R " 2 7 X E . 5 8 7 2 4 . L F . R P P A 9 8 . 8 4 + 2 1 . A T S 5 0 4 - L W W 9 7 6 9 + 2 1 . . A T S 6 _ 5 0 4 H M P H M W W . I A D ' 4 . 1 9 2 4 4 . G E . 1 2 6 3 4 . L F 13+00 9 5 . 3 4 4 . G E 5 3 . 6 3 4 . L F 13+50 . 8 8 4 4 4 . G E . 8 4 6 3 4 . L F 14+00 0 VERTICAL SCALE IN FEET 20 40 HORIZONTAL SCALE IN FEET 8 4 0 HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET KEY NOTES: 1 1 1 2 1 3 1 4 1 5 PIPE DATA PROP 15" PVC SDR26, WWL-405 PIPE DATA PROP 15" PVC SDR26, WWL-405 PIPE DATA PROP 15" PVC SDR26, WWL-405 PIPE DATA PROP 15" PVC SDR26, WWL-405 PIPE DATA PROP CLASS 350 DI WL E 11th St e r St d Riv e R e St bin a S 5 I.H. 3 t S s o c r a M n a S E 7th St E 6th St E 9th St t S r e l l a W t S a i d y L s St e h c e N E 9th St E 8th St E 7th St E 6th St E 5th St E 4th St rinity St E Cesar Chavez St T E 3rd St E 5th St E 4th St E 3rd St a y c St Atta E Cesar Chavez St Willow St Spence St Cantebury St Garden St ota St s a v a N aller St W E 2nd St Holly St Haskell St al St m o C Driskill St y St ain R e River St East Ave I . H . 3 5 Red River St LOCATION MAP NOT-TO-SCALE 460 NOTES: 458 1. SEE WWL ABANDONMENT AND REMOVAL PLANS ON SHEET CD410. 456 2. ALL WASTEWATER MANHOLES ARE TO BE WATERTIGHT. REV DATE BY DESCRIPTION 454 3. ALL PROPOSED FRP WASTEWATER PIPE SHALL BE ASTM D3262 UNLESS OTHERWISE DESIGNATED. 452 450 448 446 444 442 440 438 436 434 432 430 428 426 424 422 420 4. TUNNEL SHAFT LOCATION AND SIZE IS APPROXIMATE AND SHOWN FOR REFERENCE PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SIZE AND SHAPE OF EACH SHAFT BASED ON EXISTING SITE CONDITIONS AND EQUIPMENT SELECTION. NOTES TO REVIEWERS: 1. EXISTING UTILITIES SHOWN ARE BASED ON SUE QL-B, SUE QL-D OR PARTIALLY AVAILABLE QL-A INFORMATION. DEPTHS OF SOME UTILITIES HAVE NOT BEEN CONFIRMED AT THIS TIME. CAPITAL AREA WSP USA Inc 1601 S MoPac Expy, Suite 325 Austin, TX 78746 TEL: 737.703.3900 TBPE F-2263 CAPITAL EXPRESS CENTRAL WASTEWATER PLAN AND PROFILE 6 (WWL-405) (START - 14+00) CW213 SHEET 13 OF 18 C C TxDOT 2024 CONT SECT DS: CK: PD JK DW: CK: PD JK 0015 13 DIST AUS JOB 452 COUNTY TRAVIS HIGHWAY IH 35 SHEET NO. 13 ) 4 1 2 W C T E E H S E E S ( 0 0 + 4 1 . A T S - I E N L H C T A M C:\USERS\USCD139799\DC\ACCDOCS\WSP USA PROJECTS (AMER)\AUS300-CAP EX C - AW UTILITY RELOCATE\PROJECT FILES\01_WIP\SP6\SHEETS\P6_PLPR-WWL_13.DWG R A S E C , A L I V A D : D I R E S U \ \ I - G W D . 3 1 _ L W W R P L P _ 6 P S T E E H S \ 6 P S P W _ 1 0 \ S E L I F T C E J O R P E T A C O L E R Y T I L I T U W A \ - C X E P A C - 0 0 3 S U A \ ) R E M A ( \ S T C E J O R P A S U P S W S C O D C C A C D \ 9 9 7 9 3 1 D C S U S R E S U \ \ \ : C : E L I F 460 458 456 454 452 450 448 446 444 442 440 438 436 434 432 430 428 426 424 422 420 : M P 4 5 2 6 2 0 2 9 / / 7 : E T A D XWWX ///////// / / / / / / / / / / / / / ////// XWWX /////////// / / // / / / / / / / / / XWWX E EX MH # 47730 (TBR) / / / / / XWWX G / / / / / / / / / / / / / / / / / / / / / PROP 12" PVC WWL-405.1 (SEE SHEET CW216) G G / / G / / / / / / / / / / / / / / / E G C E W ◯◯ 1 4 + 0 1 / CO WW E E ≻ C TV FO DB W C E W ◯◯ ≻ 0 0 + 0 1 WW ≻ EX 48" UNK WWL # 166933 (TBA) /////// / ◯◯ EX 2" STL GAS C W G W W O R X E ////////////////////// / / / / EX 48" UNK WWL # 166933 (TBR) / / / / / / / / / / / / / / / / EX 48" UNK WWL # 166938 (TBR) /////// EX ABDN 2" CI WL # 317359 W ////////// / / ////// / ///// / / / / / / / / / / //////////// / / / / / / ////////////////////// EX 8" CI WL # 330950 G W W H O E E G E E E T S S O C R A M C ) W O R 0 5 ( ' N A S ◯◯ BROADDUS PROPERTIES LTD / TCAD ID: 188215 / / / / / / / / / / / / / / / ◯ PROP 39' TEMPORARY E CONSTRUCTION EASEMENT (SEE SHEET EM202 FOR EASEMENT PLANS) G EX 8" UNK WWL # 166940 (TBA) E H O E EX 48" UNK WWL # 166938 (TBA) ///// EX ABDN 8" UNK WWL # 139790 E TV C E TV E W FO DB W C ◯◯ C E W ◯◯ E TV FO DB W C W C ◯◯ ≻ ≻ PROP 15" PVC SDR26, WWL-405 ≻ ≻ 15+00 ≻ WW WW EX 2" STL GAS EX 1/2" ELEC TOWN LAKE CONDIMINIUMS TCAD ID: 188213 EX 1/2" FIBR WW EX 1/2" COMMS WW / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WW EX 12" CI WL # 330944 EX 18" RCP STORM XWWX XWWX XWWX XWWX WW WW WW G E G G G G E / / / EX ABDN 2" CI WL # 317360 EX FH E E W C ◯◯ C TV PROP 37' TEMPORARY CONSTRUCTION EASEMENT E (SEE SHEET EM204 FOR EASEMENT PLANS) C TV E E E C TV E E EJ W FO DB W C TV E W C PROP VARIABLE WIDTH WASTEWATER DECLARATION OF USE ◯◯ DOC NO. ____________________________________ (SEE SHEET EM204 FOR EASEMENT PLANS) FO DB W C ◯◯ ◯◯ E W E FO DB W C G E E C W W ◯◯ C E TV W FO DB ◯◯ G E E C C E TV W ◯◯ E W E FO DB C W ◯◯ XWWX G C E TV W G C E TV W FO DB ◯◯ XWWX G E E XWWX E W E EJ E W ◯◯ G E E EJ C W C C FO DB E TV W PROP 24" STEEL ENCASEMENT ◯◯ C ◯◯ ≻ ≻ C ≻ E E C ≻ ≻ PROP 15" PVC SDR26, WWL-405 ≻ ≻ ≻ ≻ WW ≻ 16+00 ≻ STA. 14+74.32 WWL-405 = STA. 10+00 BEGIN WWL-405.1 4' DIA. DROP WWMH PMH405_7 N: 10066928.05 E: 3116168.57 (SEE SHEET CW302 FOR MANHOLE PLANS) 20'x10' BORE PIT STA. 15+70.86, WWL-405 4' DIA. WWMH PMH405_8 N: 10066894.57 E: 3116259.11 (SEE SHEET CW302 FOR MANHOLE PLANS) ◯◯ ◯◯ ◯◯ G ⪼ G G W E E E / / / / / / / EX 2" UNK GAS / / / / / / / / / / G W STA. 17+61.21, WWL-405 4' DIA. WWMH PMH405_10 N: 10066881.59 W E: 3116423.84 (SEE SHEET CW302 FOR MANHOLE PLANS) W W G E E G EJ H O E CAUTION!!! OVERHEAD ELECTRIC CROSSING / EX SD INLET WW / EX MH # 48800 (TBA) WW EX 8" DI WWL # 166937 (TBA) WW W W WW 2.0' AWU-6-20 G H XWWX O WW ≻ E EX ELEC ≻ 2 18+00 XWWX ≻ E ≻ CO XWWX XWWX ≻ WW ≻ W 1 W E ◯◯ W W EX ABDN 2" CI WL # 317367 W WW W W W W EX 12" CI WL # 939431 E XWWX W ◯◯ ◯◯ G XWWX EX 48" UNK WWL # 166938 (TBR) EX 2" STL GAS W XWWX G W W EX GV EX ELEC W W W W G W W W W G W 3.8' W C ≻ ≻ EX 6" DI WL # 379975 C 17+00 ≻ EX 6" DI WL # N/A ' 2 . 9 G G W ≻ EH 7.0' E C W STA. 17+32.82, WWL-405 4' DIA. WWMH PMH405_9 N: 10066854.31 E: 3116415.99 (SEE SHEET CW302 FOR MANHOLE PLANS) W 12.5'x10' BORE PIT W EX 48" UNK WWL # 166941 (TBA) EX 12" CI WL # 2151831 PROP 10' TEMPORARY CONSTRUCTION DECLARATION OF USE (SEE SHEET EM202 FOR EASEMENT PLANS) EX ROW CITY OF AUSTIN TCAD ID: 188025 PROP VARIABLE WIDTH SUBTERRANEAN DECLARATION OF USE DOC NO. _______________________________________________ (SEE SHEET EM204 FOR EASEMENT PLANS) ASDN AUSTIN LLC TCAD ID: 188214 160LF TRENCH EXCAVATION SAFETY SYSTEM 20'X10' BORE PIT TRENCHLESS CONSTRUCTION 12.5'X10' BORE PIT 62LF TRENCH EXCAVATION SAFETY SYSTEM PROP 333 LF 15" PVC SDR-26 AND 68 LF 12" PVC SDR-26 WWL 4 1 . 9 6 + 6 1 . A T S C E L E " 2 / 1 X E 6 8 . 6 4 4 . L F . R P P A 2 1 . 7 8 + 6 1 . A T S 6 7 . 7 4 4 . L F . R P P A E N O H P E L E T - C V P M M O C - " 4 X E . 5 2 7 2 + 7 1 . A T S R B I F " 4 X E . 5 9 9 4 4 . L F . R P P A D E T A C O L E R E B O T 0 3 . 1 5 + 7 1 . A T S . 6 6 9 3 4 . L F . R P P A L W W K N U " 8 4 X E D E V O M E R E B O T 6 0 . 3 4 + 7 1 . A T S L W I C " 2 1 X E 9 2 . 8 4 4 . L F . R P P A 7 4 . 6 4 + 7 1 . A T S 2 2 . 8 4 4 . L F . R P P A L W I C " 2 N D B A X E 9 0 . 1 8 + 7 1 . A T S C E L E " 2 / 1 X E 6 5 . 8 4 4 . L F . R P P A 2 3 . 8 8 + 7 1 . A T S C E L E " 2 / 1 X E 0 7 . 8 4 4 . L F . R P P A PROP 161.98 LF 15" PVC SDR26 @ 1.33% 148 LF OF 24" STL CASING (SEE STD DET 601-AW-01C) Q80%CAP: 2285 GPM QW: 1038 GPM VW: 5.38 FPS QD: 328 GPM V D: 3.89 FPS 8 7 + 5 1 . A T S . 6 0 7 3 4 ) T U O ( L F ) W ( 6 2 R D S C V P " 5 1 6 1 . 7 3 4 ) N I ( L F ) E ( 6 2 R D S C V P " 5 1 S A G L T S " 2 1 - 2 X E / 4 8 . 7 4 4 . L F . R P P A 7 3 . 3 2 + 7 1 . A T S 3 PROP 42.36 LF 12" PVC SDR26 @ 0.84% 6 2 + 7 1 . A T S 9 _ 5 0 4 H M P H M W W . I A D ' 4 5 0 4 - L W W 2 8 2 3 + 7 1 . . A T S 8 6 . 1 5 4 = L E M R I Q80%CAP: 1053 GPM QW: 1038 GPM VW: 4.47 FPS QD: 328 GPM VD: 3.35 FPS . 6 7 9 3 4 ) T U O ( . 6 8 9 3 4 ) N I ( L F L F ) E ( ) S ( 9 7 . 1 5 4 = L E M R I 6 2 R D S C V P " 2 1 6 2 R D S C V P " 2 1 0 1 _ 5 0 4 H M P H M W W . I A D ' 4 5 0 4 - L W W 1 2 . 1 6 + 7 1 . A T S 8 _ 5 0 4 H M P H M W W . I A D ' 4 5 0 4 - L W W , . 6 8 0 7 + 5 1 . A T S . 6 7 4 4 4 = L E M R I . 1 7 4 4 4 . G E . 0 0 7 3 4 . L F 15+50 . 2 8 5 4 4 . G E . 5 5 7 3 4 . L F 16+00 9 3 . 8 4 4 . G E . 1 2 8 3 4 . L F 16+50 5 7 . 1 5 4 . G E . 8 8 8 3 4 . L F 17+00 3 7 . 1 5 4 . G E . 7 6 9 3 4 . L F 17+50 4 3 . 1 5 4 . G E 8 1 . 0 4 4 . L F 18+00 EX GROUND PROP 74.32 LF 15" PVC SDR26 @ 0.28% PROP 96.54 LF 15" PVC SDR26 @ 0.28% Q80%CAP: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM V D: 2.23 FPS 7 _ 5 0 4 H M P H M W W P O R D . I A D ' 4 1 . 5 0 4 - L W W N G E B 0 0 + 0 1 I . A T S = 5 0 4 - L W W 2 3 . 4 7 + 4 1 . A T S . 8 8 4 4 4 . G E . 8 4 6 3 4 . L F 14+00 . 3 4 5 4 4 . G E . 2 6 6 3 4 . L F 14+50 . 4 9 6 3 4 ) N I ( L F ) N ( C V P " 2 1 . 4 5 5 4 4 = L E M R I . 9 7 6 3 4 ) N I ( L F ) E ( 6 2 R D S C V P " 5 1 Q80%CAP: 1047 GPM QW: 1038 GPM VW: 2.97 FPS QD: 328 GPM VD: 2.23 FPS . 9 6 6 3 4 ) T U O ( L F ) W ( 6 2 R D S C V P " 5 1 . 6 5 5 4 4 . G E . 6 8 6 3 4 . L F 15+00 E TV W C C E W FO DB ◯◯ ' 0 1 14+00 ≻ E Y R A H C A Z , X U A E D O B H T I : D I R E S U 18" LIVE OAK TREE TAG #12000 460 458 456 454 452 450 448 446 444 442 440 438 436 434 432 430 428 426 424 422 420 I \ \ - G W D . 4 1 _ L W W R P L P _ 6 P S T E E H S \ 6 P S P W _ 1 0 \ S E L I F T C E J O R P E T A C O L E R Y T I L I T U W A \ - C X E P A C - 0 0 3 S U A \ ) R E M A ( \ S T C E J O R P A S U P S W S C O D C C A C D \ 2 4 5 5 6 1 T Z S U S R E S U \ \ \ : C : E L I F M P 2 5 : 2 6 2 0 2 / 9 / 7 : E T A D 0 VERTICAL SCALE IN FEET 20 40 HORIZONTAL SCALE IN FEET 8 4 0 HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET KEY NOTES: A 1 A 2 3 PIPE DATA PROP 12" PVC SDR26, WWL-405 PIPE DATA PROP 12" PVC SDR26, WWL-405 PIPE DATA PROP 28.39 LF 12" PVC SDR26 @ 0.83% E 11th St e r St d Riv e R e St bin a S 5 I.H. 3 t S s o c r a M n a S E 7th St E 6th St E 9th St t S r e l l a W t S a i d y L s St e h c e N E 9th St E 8th St E 7th St E 6th St E 5th St E 4th St rinity St E Cesar Chavez St T E 3rd St E 5th St E 4th St E 3rd St a y c St Atta E Cesar Chavez St Willow St Spence St Cantebury St Garden St ota St s a v a N aller St W E 2nd St Holly St Haskell St al St m o C Driskill St y St ain R e River St East Ave I . H . 3 5 Red River St LOCATION MAP NOT-TO-SCALE 460 NOTES: 458 1. SEE WWL ABANDONMENT AND REMOVAL PLANS ON SHEETS CD411. REV DATE BY DESCRIPTION 456 454 452 450 448 446 444 442 440 438 436 434 432 430 428 426 424 422 420 2. ALL WASTEWATER MANHOLES ARE TO BE WATERTIGHT. 3. ALL PROPOSED FRP WASTEWATER PIPE SHALL BE ASTM D3262 UNLESS OTHERWISE DESIGNATED. NOTES TO REVIEWERS: 1. EXISTING UTILITIES SHOWN ARE BASED ON GIS OR SUE QL-B OR SUE QL-D INFORMATION. DEPTHS OF THESE UTILITIES HAVE NOT BEEN EVALUATED OR CONFIRMED AT THIS TIME AND ARE SHOWN ON THE PROFILE AT AN ASSUMED DEPTH. CAPITAL AREA WSP USA Inc 1601 S MoPac Expy, Suite 325 Austin, TX 78746 TEL: 737.703.3900 TBPE F-2263 CAPITAL EXPRESS CENTRAL WASTEWATER PLAN AND PROFILE 6 (WWL-405) (STA. 14+00 - 18+00) CW214 SHEET 14 OF 18 C C TxDOT 2024 CONT SECT DS: CK: PD JK DW: CK: PD JK 0015 13 DIST AUS JOB 452 COUNTY TRAVIS HIGHWAY IH 35 SHEET NO. 14 C:\USERS\USZT165542\DC\ACCDOCS\WSP USA PROJECTS (AMER)\AUS300-CAP EX C - AW UTILITY RELOCATE\PROJECT FILES\01_WIP\SP6\SHEETS\P6_PLPR-WWL_14.DWG UCM Waiver 6-05UCM Waiver 6-06UCM Waiver 6-07UCM Waiver 6-31 ≻ / / / / / / MATCHLINE - STA.13+00 (SEE SHEET LS103) ≻ / / / / / / / 1 3 + 0 0 / / ≻ ≻ ≻ 1 4 + 0 0 ≻ ≻ 1 1 0 4 + + 0 5 0 9 WW WW 10+00 WW WW 10+28 ≻ WW WW ≻ WW WW ≻ 1 1 + 0 0 ≻ WW WW ≻ ≻ 1 2 + 0 ≻ 0 WW WW / / / // / / / / / / / / / / / / / / / ◯◯ ◯◯ ◯◯ ◯◯ / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ◯◯ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //// / / //////////// ◯◯ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // /////// / ◯◯ ◯◯ ◯◯ ◯◯ PROP 72" FRP WWL-404 TRENCHLESS INSTALLATION ◯◯ ///////////// / ◯◯ / / // / / / / / / / / / / / ◯◯ ◯◯ ◯◯ TUNNEL RETRIEVAL SHAFT ◯◯ ◯◯ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / /// /// / /// / / / / / / / / /// / / / / / / / / / / / //// / / / /// / / / / / / / / / / ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ / / / / / / / // / / / / / / // / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / // / / / / /////// / /// // / / // / / / // / /// /// /// / // // / / / // / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / ◯◯ / / / / // / / / / / / // / / / / / / / / // / / / / / /// / / / / // / / ◯◯ ◯◯ ◯◯ ◯◯ ///// / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // // / / / / // / / / / / / / / / / / // WW WW ≻ ◯◯ ////// /////////// / //////////// / / / / / / / / / / / / // / ////// / /// / / PROP 4' TRENCH WIDTH / / / / / / // / / / / / / / / / / / / / / / / / / / / / / 1 4 + 0 1 / / / / / / / / / //// / / / / / / / /// ///// / / // / / / / ////// / /// TOWN LAKE CONDIMINIUMS TCAD ID: 188213 ≻ ◯◯ ◯◯ 13+00 ≻ WW WW ◯◯ 14+00 ◯◯ ◯◯ ≻ ◯◯ 0 0 + 0 1 WW WW ≻ ≻ ≻ ≻ ≻ ≻ 13008 // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // CO CO PROP 8" PVC WWL-405.1 ◯◯ 15+00 ≻ ≻ ◯◯ ≻ WW WW PROP 15" PVC WWL-405 TRENCHLESS INSTALLATION ◯◯ EX ROW 16+00 ≻ 13009 T 13010 T ◯◯ ≻ ◯◯ T ≻ H-13011 T 17+00 ≻ 13012 T T T T 13014 13023 CITY OF AUSTIN TCAD ID: 188025 INSTALL TREE PROTECTION BOARDS AROUND TRUNK I.H.-35 / / // / / ◯◯ W O R X E W O R X E BROADDUS PROPERTIES LTD TCAD ID: 188215 / / / / / / / E X R O W P R O P T X D O T R / / / O W / / / / / / / // / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ◯◯ / / / / / / / / / / / / / / / / / / / / // / / / / / T S S O C R A M N A S ) W O R ' 0 5 ( WW WW ≻ ≻ WW WW 13013 PROP 4' TRENCH WIDTH PROP 12" PVC WWL-405 PROP 12" PVC WWL-405 ≻ 18+00 CO CO ≻ ≻ ≻ 19+00 ≻ 19+26 WW WW ◯◯ ◯◯ ◯◯ ◯◯ ◯◯ CO CO CO CO ◯◯ INSTALL TREE PROTECTION FENCING, TYPE A. SEE DETAIL 610S-2 10091 / / / / / / / / / / / / / / //// / / / / / / / / // / / / / ◯◯ //// / / / / / / / / / / / / ◯◯ //// /////// / / / / / / / //// /// / / // / / / / / ASDN AUSTIN LLC TCAD ID: 188214 / / / / / / / / / / / / / / / / / / / / / TREE REF. NO. GENERAL LOCATION PUBLIC OR PRIVATE TREE IMPACT ACTION TRUNK DIA (IN) 10091 13008 13009 13010 13011 13012 13013 13014 13023 WWL-405, STA. 19+26 (37' R) WWL-405, STA. 14+30 (46' R) WWL-405, STA. 16+19 (6' R) WWL-405, STA. 16+39 (9' L) WWL-405, STA. 16+56 (1' R) WWL-405, STA. 16+74 (17' R) WWL-405, STA. 16+99 (34' R) WWL-405, STA. 16+82 (53' R) WWL-405, STA. 15+98 (42' R) PRIVATE WORK OUTSIDE CRZ PROTECT PUBLIC PUBLIC WORK IN CRZ PROTECT WORK OUTSIDE CRZ PROTECT PRIVATE WORK OUTSIDE CRZ PROTECT PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC WORK OUTSIDE CRZ PROTECT WORK OUTSIDE CRZ PROTECT WORK OUTSIDE CRZ PROTECT WORK OUTSIDE CRZ PROTECT WORK OUTSIDE CRZ PROTECT 21 62.5 17.5 23 25 18.5 21.5 22 29 SPECIES LIVE OAK COTTON WOOD LIVE OAK LIVE OAK LIVE OAK HACKBERRY LIVE OAK LIVE OAK HACKBERRY COA REGULATED STATUS PROTECTED PROTECTED REGULATED PROTECTED HERITAGE REGULATED PROTECTED PROTECTED PROTECTED 0 VERTICAL SCALE IN FEET 40 80 HORIZONTAL SCALE IN FEET LEGEND PROPOSED ROW EXISTING ROW TRENCH WIDTH TREE PROTECTION FENCE, TYPE A TREE REFERENCE NUMBER EXISTING TREE TO REMAIN HERITAGE TREE TO REMAIN EXISTING TREE TO REMAIN WITH MITIGATION HERITAGE TREE TO REMAIN WITH MITIGATION T T XXXXX XXXXX H-XXXXX XXXXX EXISTING TREE TO BE REMOVED H-XXXXX HERITAGE TREE TO BE REMOVED TREE PRUNING EXTENTS NOTES 1. NO ACTIVITY SHALL OCCUR BEHIND OR WITHIN TREE PROTECTION FENCING DURING DURATION OF CONSTRUCTION PERIOD. 2. WHERE FULL CRITICAL ROOT ZONE FENCING IS NOT POSSIBLE, UNFENCED CRITICAL ROOT ZONE PORTIONS WITHIN GRASS AREAS WITHIN CITY ROW OR EASEMENTS, SHALL BE COVERED IN MULCH 8–12 INCHES DEEP TO REDUCE COMPACTION. 3. 4. IF FENCING IS LOCATED WITHIN 5 FEET OF A TREE TRUNK, THE TRUNK MUST BE WRAPPED WITH TREE PROTECTION BOARDS AND SECURED USING METHODS THAT DO NOT HARM THE BARK. TREES ARE IDENTIFIED BY THESE PLANS FOR PROTECTIVE TREE FENCING REFERENCE ONLY. EXACT LINEAR FOOTAGE ARE BASED ON THE PROVIDED DETAILS AND CONTRACTOR'S MEANS AND METHODS. 5. TREE PROTECTION SHOWN WITHIN PAVED STREETS CAN BE CHAIN LINK CONSTRUCTION FENCING. E 11th St e r St d Riv e R e St bin a S 5 I.H. 3 t S s o c r a M n a S E 7th St E 6th St E 9th St t S r e l l a W t S a i d y L s St e h c e N E 9th St E 8th St E 7th St E 6th St E 5th St E 4th St rinity St E Cesar Chavez St T E 3rd St E 5th St E 4th St E 3rd St a y c St Atta E Cesar Chavez St Willow St Spence St Cantebury St Garden St ota St s a v a N aller St W E 2nd St Holly St Haskell St al St m o C Driskill St y St ain R e River St East Ave I . H . 3 5 Red River St REV DATE BY DESCRIPTION CAPITAL AREA WSP USA Inc 1601 S MoPac Expy, Suite 325 Austin, TX 78746 TEL: 737.703.3900 TBPE F-2263 CAPITAL EXPRESS CENTRAL TREE PROTECTION 6 (WWL-404) (WWL-405) (STA. 13+00 - END) (START - END) LS107 SHEET 7 OF 7 C C TxDOT 2024 CONT SECT DS: CK: VT JK DW: CK: VT JK 0015 13 DIST AUS JOB 452 COUNTY TRAVIS HIGHWAY IH 35 SHEET NO. 7 C:\USERS\USCD139799\DC\ACCDOCS\WSP USA PROJECTS (AMER)\AUS300-CAP EX C - AW UTILITY RELOCATE\PROJECT FILES\01_WIP\SP6\SHEETS\P6_TREE_07.DWG ( V A R I A B L E R O W ) E A S T A V E CUMMINGS ST (40' ROW) PROP 60" FRP STUB-OUT WWL-404 PROP 48" FRP WWL-404.1 R A S E C , A L I V A D : D I R E S U PROP 15" PVC WWL-405 \ \ I G W D . 7 0 _ E E R T _ 6 P S T E E H S \ 6 P S P W _ 1 0 \ S E L I F T C E J O R P E T A C O L E R Y T I L I T U W A \ - C X E P A C - 0 0 3 S U A \ ) R E M A ( \ S T C E J O R P A S U P S W S C O D C C A C D \ 9 9 7 9 3 1 D C S U S R E S U \ \ \ : C : E L I F : M P 2 4 2 1 6 2 0 2 6 2 / / 3 : E T A D