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  • TEXAS DEPARTMENT OF TRANSPORTATION FORT WORTH …plans.dot.state.tx.us/pub/txdot/get-involved/ftw/cottonbelt-trail-extension/012319...c ab. ,sl.17 10' utility esmt. cab5 as sl 386
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I NS T . # D 211 0 8226 7 10 'UT I L I T Y E S MT . UT I L I T Y E AS E ME NT I NS T . # D 217297941 2 6 'C OMMON AC C E SS , D R AI NAG E , P E D E S T R I AN & UT I L I T Y E S MT . I NS T . # D 2 1 7 2 9 7 9 41 I NS T . # D 2 1 7297 941 VAR I AB L E WI D T H R OW VOL .5 2 59 ,P G .4 03 T . P . & L .E S MT . VARI ABLE WI DTH ROW VOL. 8629, PG. 7 T. P. & L. ESMT. CAB. A, SL. 9163 UTI LI TY & DRAI NAGE COMMON ACCESS, I NST. #D214174402 10' SI DEWALK ESM' T I NS T . # D 20 4 1 2 6 0 0 5 10 'ELE C T R I C E S MT . D R AI NAG E & P E D E S T R I AN E S MT . C OMMON ACC E S S , I NS T . # D 21729 7 941 UT I L I T Y E AS E ME NT 2 0 'P E D E S T R I AN, D R AI NAG E & VOL. 5145, PG. 391 TEXAS POWER & LI GHT CO. EASEMENT VOL .5 1 81 , P G . 3 6 2 15 'T . P . & L .E S MT . I NS T # D 2 0112 8 7 7 3 30 'P I P EL I NE E S MT . C AB . A, S L . 30 51 10 'UT I L I T Y E S MT . E S MT . C AB .A, S L .7 811 1 0 'P R I VAT E S AN. S E WE R ELE C T R I C L I NE ON E X I S T I NG E S MT .C E NT E R E D 10 'UT I L I T Y CA B A ,S L72 3 1 1 5 'WT R E S MT E A S Y S T . ( 50 ' R I G H T - O F - WAY ) PL ANTER PL ANTER ASPHAL T DRI VE CONCRETE PAVI NG CONCRETE PAVI NG GRAVEL BUI L DI NG ONE-STORY CORRUGATEDTI N CAN TRASH ASPHALT DRI VE CONCRETE PAVI NG CAN TRASH CHAI NL I NKF ENCE CHAIN LINK FENCE GATE PL ANTER BUI L DI NG ONE-STORY BRI CK BUI L DI NG ONE-STORY CORRUGATEDTI N SI GNAL CROSSI NG STREET SI GNAL CROSSI NG STREET CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG ASPHALT DRI VE CONCRETE PAVI NG ASPHALT DRI VE GRAVEL SI GNAL CROSSI NG STREET BUI L DI NG ONE-STORY BRI CK BUI L DI NG ONE-STORY CORRUGATEDMETAL BUI L DI NG ONE-STORY CORRUGATEDMETAL ' L EGACYTEXAS' BRI CKSI GN 'POST OFFICE' 'INFORMATION' 'NO PARKING' 'SHARE THE ROAD' 'NO PARKING' LIMIT 40' 'SPEED COURT' 'POLICE & DRIVE' ' DON' TDRI NK ' I NF ORMATI ON' ' I NF ORMATI ON' PARKI NG' 'NO ROAD' ' ADOPTA ' NOPARKI NG' ' NOPARKI NG' ' NOPARKI NG' HWY11 4' ' HWY1 21& SI GNAL CROSSI NG STREET SI GNAL CROSSI NG STREET BANK' ATM, MOTOR 'BANK LOBBY, 'FROST BANK' CONCRETE ' TRAI NEXHI BI T' CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETEWAL K CONCRETE WALK CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETEWAL K CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK C ON CR E TE W ALK CONCRETE WALK CONCRETE WALK CONCRETE FLUME CONCRETE WALK LI NKS TRAI L ( CONCRETE) WALL RETAI NI NG ROCK PARKI NGL OT CONCRETE PARKI NGL OT CONCRETE PARKI NGL OT CONCRETE SI GNAL CROSSI NG STREET CONCRETEWAL K BUI L DI NG ONE-STORY CORRUGATEDTI N SHRUBS SHRUBS CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG GRAVEL GRAVEL CONCRETE SI LTF ENCE SI LTF ENCE SI LTF ENCE SILT FENCE SI L TF ENCE SI LTF ENCE SI LTF ENCE SI L TF ENCE BARRI CADE CONCRETE PAVI NG ASPHAL T PAVI NG CONCRETE ' WARNI NG' BUI L DI NG TWO-STORY APARTMENTS ASPHALTPAVI NG w/ CONCRETEC&G TENNI S COURT CONC. SL AB CONC. SL AB CONCRETE PARKI NG LOT BRI CK WALL CONCRETE PAVI NG CONCRETE PAVI NG CONCRETE PAVI NG BRI CKWALL S AREAw/ 8' DUMPSTER 8'CHAI NL I NKF ENCE 8'WOODF ENCE 8'WOODF ENCE 5'CHAI NL I NKF ENCE SI GN ' CRYONATI ON' WROUGHTI RONF ENCE CONCRETEPATH CONCRETE PATH WALL RETAI NI NG STONE BOXEXPOSED TOPOFCONCRETE F L36" =621 . 20 WROUGHT I RON FENCE WROUGHT I RON FENCE TP-624. 04 TP-626. 21 TP-625. 38 CONCRETEFLUME GRAVEL GRAVEL GRAVEL GRAVEL PL ANTER GRAVEL METAL BUILDING RR SWITCH SI GNPOST PI PERAI L I NG CONCRETE PAVI NG CONCRETE PAVI NG TUNNEL EX. 10'X8' AROUNDTRACK CONCRETEBORDER CONCRETEWAL K CONCRETEWALK CONCRETEWALK CONCRETE WALK PI PERAI L I NG CONCRETe ( T YP ) CONCRETEP ANEL 2 . 25 ' x8 . 12 ' ( T YP ) CONCRETEP ANEL 4 . 08 ' x8 . 12 ' CONCRETEWALK F L24" =61 0. 83N TOP=61 6. 95 I NL ET BUI L DI NG F OUR-STORY BRI CK PARKI NG' 'PUBLIC PARKI NG' 'PUBLIC BUI L DI NG ( BRI CK) F F =630. 11 F F =630. 01 CONC. ASPHALTPAVI NG CONC.SL AB CONC. WALK CONCRETEWAL K CONCRETEWAL K CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME CONCRETEF L UME ASPHAL TPAVI NG CONCRETEWAL K CONCRETE WALK 2RAI LCEDARF ENCE CONCRETEWAL K ASPHALT PAVI NG W/2' CONCRETE CURB & GUTTER ASPHALTPAVI NG W/CONCRETE CURB ASPHALTPAVI NG ASPHALT PAVI NG W/2' CONCRETE CURB & GUTTER 6'CHAI N LI NKFENCE 6'CHAI NLI NKFENCE 6'CHAI NL I NKF ENCE GRAVELDRI VE CONCRETEWAL K CONCRETEWALK CONCRETEWALK CONCRETEWALK CONCRETE WALK H I L LT O P WO R T H I NG T ON L I PS C O M B BR OOK S CRI BNE R RUT H W ALL S T ARNE S M AI N T U R N E R WE S T WA LL WA LL TE X A S TE XA S WA L NU T C ANNON C O L L E G E F R ANK L I N DA LL A S E A S Y NA S H V I N E HANG E R HUDG I N S S U RR E Y HO LL Y S UN S ET S CRI BNE R DRE XEL BLE VI NS BALL CHURCH BART ON M AI N J E NKI NS S M I T H DOO LE Y E S T I LL M AI N BELL AI R TE RRACE VALLE Y VI E W AI RL I NE P I NE CHURCH J E AN BE RRY DAW N RAI NBO W S UNS HI NE T W I L I GHT L OVE RS E AS Y G R A P E V I N E M o r e h ea d BALL N DOO LE Y W C O LLE G E Pk OX F O R D E A T ON D R E X EL HUDGINS E WO R T H M I NTE R CHAP EL C O P P E L L WI L D WOOD HA LL P E A C H P E A C H M I CHEL CO RY CE NT RAL BO YD C AV I N E SS B AN YAN 26 103 B114 B114 H I L LT O P WO R T H I NG T ON L I PS C O M B BR OOK S CRI BNE R RUT H W AL L S T ARNE S M AI N T U R N E R WE S T WA LL WA LL TE X A S TE XA S WA L NU T C ANNON C O L L E G E F R ANK L I N DA LL A S E A S Y NA S H V I N E HANG E R HUDG I N S S U RR E Y HO LL Y S UN S ET S CRI BNE R DRE XEL BLE VI NS BAL L CHURCH BART ON M AI N J E NKI NS S M I T H DOO L E Y E S T I LL M AI N BELL AI R T E RRACE VA L LE Y VI E W AI RL I NE P I NE CHUR CH J E AN BE R R Y DAW N RAI NBO W S UNS HI NE T W I L I GHT L OVE RS E AS Y G R A P E V I N E M o r e h ea d BAL L N DOO L E Y W C O LLE G E Pk OX F O R D E A T ON DRE X E L HUDGINS E WO R T H M I NT E R CHAP EL C O P P E L L WI L D WOOD HA LL P E A C H P E A C H M I CHE L CO RY CE NT RAL BOYD C AV I N E SS B AN YAN 26 103 B114 B114 JEAN ST. B L O C K 4 BALL ST. WILLIAM D. TATE AVE. DALLAS RD. AVE. IRA E. WOODS BELLAIRE DR. PINE ST. DA L L A S R D . DA LL A S R D . DA L L A S R D . DOOLEY ST. KI NG S T. BERRY ST. P A R K & R I D E G R A P E V I N E S T A T I ON TRAIL NORTHFIELD MAIN ST. MAIN ST. 501 W . DA L L A S R D . F R O S T B ANK CHURCH ST. L I P S C O M B & D AN I EL S U B D . VO L . 388 - D ,P G . 333 P . R . T . C . T . L I P S C O M B & D AN I E L S U B D . C A B .A ,S L .4794 P . R . T . C . T . E A S Y S T . CSJ: 0902-90-077 TARRANT COUNTY GRAPEVINE,TEXAS TOPOGRAPHICAL DATA DATE: FEBRUARY 2018 AERIAL IMAGERY DATE: 2017 CSJ: 0902-90-077 TARRANT COUNTY GRAPEVINE,TEXAS TOPOGRAPHICAL DATA DATE: FEBRUARY 2018 AERIAL IMAGERY DATE: 2017 Date: FOR REVIEW ONLY. PURPOSES. BIDDING, OR PERMIT NOT FOR CONSTRUCTION, Consulting Engineers HUITT-ZOLLARS, INC. ****** PRELIMINARY No. 55446 Kenneth A. Roberts, P.E. Firm Registration No. F-761 DECEMBER 18, 2018 Date: FOR REVIEW ONLY. PURPOSES. BIDDING, OR PERMIT NOT FOR CONSTRUCTION, Consulting Engineers HUITT-ZOLLARS, INC. ****** PRELIMINARY No. 55446 Kenneth A. Roberts, P.E. Firm Registration No. F-761 DECEMBER 18, 2018 LEGEND AURA APTS CONSTRUCTED WITH EX. SIDEWALK AURA APTS CONSTRUCTED WITH EX. SIDEWALK BY OTHERS CONSTRUCTED EX. SIDEWALK BY OTHERS CONSTRUCTED EX. SIDEWALK 28+00 29+00 30+00 30+00 31+00 32+00 PGL DALLAS RD 11.5' 11.5' 12' LANE 14' 24' 5' 12' LANE 2' WIDTH VARIES 12' LANE 24' 12' LANE 2' 5' WIDTH VARIES [ EXISTING 67' (TYP) 0.5' 0.5' (TYP) WALK SIDE WALK SIDE EXISTING DALLAS ROAD TYPICAL SECTION 3' 5' PGL DALLAS RD 11.5' PROPOSED 60' 11.5' 3.5' 10.5' 11' LANE 11' LANE 11' LANE 11' LANE 2% SLOPE 5' [ EXISTING 67' (TYP) (5'MIN) 0.5' 0.5' 0.5' 0.5' PROPOSED DALLAS ROAD TYPICAL SECTION [ WIDTH PGL DOOLEY ST WIDTH 17.5' LANE 17.5' LANE 1.0% MAX SLOPE 1.0% MAX SLOPE 5.5' 12' TRAIL [ 3 : 1 M AX 2% TYP. 2% TYP. 3 : 1 M AX 13.5' 11' 22' 1.0% MAX SLOPE 1.0% MAX SLOPE 3 : 1 M AX 3 : 1 M AX 2% TYP. 2% TYP. [ 3' 5.5' 12' TRAIL 3' 22' PGL CBT PGL CBT 13.5' 11' SHOULDER 2' SHOULDER 2' WALK SIDE VARIES 0.5' WALK SIDE VARIES 0.5' EXISTING DOOLEY STREET TYPICAL SECTION EASEMENT EX. 10' UTILITY EASEMENT EX. 15' TP&L EASEMENT EX. 10' UTILITY EASEMENT EX. 25' ACCESS EASEMENT EX. 10' UTILITY EASEMENT & UTIL. EX. PED. EASEMENT UTILITY DRAINAGE,AND EX. 20' PED., EASEMENT DRAINAGE,AND PED. EX. COMMON ACCESS, EASEMENT EX. UTILITY EASEMENT EX. 10' UTILITY EASEMENT EX. 10' UTILITY SEWER ESMT. EX. 10' SAN. EASEMENT EX. 20' DRAINAGE EASEMENT EX. 10' UTILITY EASEMENT EX. 65' DRAINAGE EASEMENT EX. 5' UTILITY EASEMENT EX. 10' UTILITY EASEMENT EX. 10' UTILITY EASEMENT EX. 15' TP&L C I T Y O F G R A P E V I N E P O B O X 95104 G R A P E V I N E ,T X . 76 0 99 - 970 4 EASEMENT UTILITY EX. 15' EASEMENT UTILITY EX. 6' SEWER EASEMENT EX. 20' SANITARY EASEMENT UTILITY EX. 10' EASEMENT UTILITY EX. 10' EASEMENT TP&L EX. 15' EASEMENT EX. 10' UTILITY EASEMENT EX. 15' TP&L EASEMENT EX. 10' UTILITY EASEMENT LANDSCAPE EX. 10' EASEMENT ELECTRIC EX. 10' EASEMENT PIPELINE EX. 30' EASEMENT ELECTRIC EX. 10' EASEMENT PIPELINE EX. 30' EASEMENT EX. TP&L EASEMENT EX. TP&L EASEMENT SIDEWALK EX. 10' EASEMENT AND UTILITY ACCESS,DRAINAGE, EX. COMMON EASEMENT EX. TP&L EASEMENT EX. 10' UTILITY EASEMENT WATER EX. 15' EASEMENT DRAINAGE MAINTENANCE & EX. 10' EASEMENT UTILITY EX. 10' EASEMENT DRAINAGE,AND PEDESTRIAN EX. 26' COMMON ACCESS, 25+00 30+00 35 + 00 40 + 00 45 + 00 50 + 0 0 55 + 00 60 + 00 65+00 70 + 00 7 5 + 00 80 + 00 85 + 00 9 0 + 00 95 + 00 100 + 00 101+00 102+00 103+00 104+00 9+00 8+00 10+00 11+00 12+00 13+00 INTERSECTION PROP. SIGNALIZED BEACON CROSSWALK PROP. FLASHING CROSSWALK BEACON FLASHING PROP. CROSSWALK BEACON FLASHING PROP. T E X R A I L TE X R A I L AUSTIN ST. L O T 4 D S U B D I V I S I ON L I PS C O M B & DAN I EL 814 S . M A I N R D . C H I L L S P O R T S B A R AND G R I L L 417 E . DA LL A S R D . G R EE N R OO F I NG & C ON S T R U C T I ON S U N S H I N E H A R B O R A DD I T I O N VO L . 38 8 - 23 , P G . 34 P . R . T . C . T . FORT WORTH DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION COTTON BELT TRAIL EXTENSION DALLAS ROAD CORRIDOR/ JANUARY 23, 2019 PUBLIC HEARING DISTRICT ENGINEER LOYL C. BUSSELL, P.E. FORT WORTH DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION COTTON BELT TRAIL EXTENSION DALLAS ROAD CORRIDOR/ JANUARY 23, 2019 PUBLIC HEARING DISTRICT ENGINEER LOYL C. BUSSELL, P.E. BEGIN PROJECT END PROJECT (NOT TO SCALE) PROJECT LOCATION MAP BEGIN PROJECT (NOT TO SCALE) PROJECT LOCATION MAP END PROJECT DESIGN SPEED: 18 MPH COTTON BELT TRAIL DESIGN SPEED: 30 MPH FUNCTIONAL CLASS: COLLECTOR DOOLEY STREET DESIGN SPEED: 40 MPH FUNCTION CLASS: MINOR ARTERIAL DALLAS ROAD DESIGN SPEED: 18 MPH COTTON BELT TRAIL DESIGN SPEED: 30 MPH FUNCTIONAL CLASS: COLLECTOR DOOLEY STREET DESIGN SPEED: 40 MPH FUNCTION CLASS: MINOR ARTERIAL DALLAS ROAD 0 100 200 SCALE IN FEET 0 100 200 SCALE IN FEET INTERSECTION UPGRADE SIGNALIZED INTERSECTION UPGRADE SIGNALIZED BEGIN PROJECT END PROJECT Fort Worth District Fort Worth District EXISTING 90' RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY 4' EXISTING 4' EXISTING E X I S T I NG 2 % S L O P E E X I S T I NG 2 % S L O P E EXISTING CONCRETE PAVEMENT PGL DALLAS RD 11.5' 11.5' 12' LANE 14' 24' 5' 12' LANE 2' WIDTH VARIES 12' LANE 24' 12' LANE 2' 5' WIDTH VARIES [ EXISTING 67' (TYP) 0.5' 0.5' (TYP) WALK SIDE WALK SIDE EXISTING CONCRETE PAVEMENT EXISTING 90' RIGHT-OF-WAY 4' EXISTING 4' EXISTING EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY STATION: STA 55+30.00 - STA 61+47.00 SCALE: (NOT TO SCALE) EXISTING DALLAS ROAD FULL SUPERELEVATION TYPICAL SECTION STATION: STA 24+00.00 - STA 55+30.00 SCALE: (NOT TO SCALE) STATION: STA 24+00.00 - STA 55+30.00 SCALE: (NOT TO SCALE) EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING 90' RIGHT-OF-WAY SIDEWALK PROPOSED 6' 10' TRAIL PROPOSED E X I S T I NG 2 % S L O P E E X I S T I NG 2 % S L O P E 1 . 0 % P R O P O S E D 2 . 0 % P R O P O S E D E X I S T I NG 2 % S L O P E E X I S T I NG 2 % S L O P E EXISTING CONCRETE PAVEMENT MEDIAN 14' 23' 23' 1 . 5 % P R O P O S E D PGL DALLAS RD 11.5' 11.5' 11' LANE 11' LANE 5' WIDTH VARIES 11' LANE 11' LANE WIDTH VARIES 2'-5' [ 0.5' 0.5' (TYP) (5'MIN) PROPOSED DALLAS ROAD FULL SUPERELEVATION TYPICAL SECTION STATION: STA 55+30.00 - 61+47.00 SCALE: (NOT TO SCALE) EXISTING RIGHT-OF-WAY EXISTING 90' RIGHT-OF-WAY 10' TRAIL PROPOSED 23' 1 . 0 % P R O P O S E D 2 . 0 % P R O P O S E D E X I S T I NG 2 % S L O P E MEDIAN 14' EXISTING CONCRETE PAVEMENT 23' EXISTING 67' SIDEWALK PROPOSED 6' 1 . 5 % P R O P O S E D EXISTING RIGHT-OF-WAY E X I S T I NG 2 % S L O P E EXISTING GRADE EXISTING GRADE FOUL LINE EDGE OF NEAREST RAIL COTTON BELT TRAIL - ELEVATED SECTION CHAIN LINK FENCE 4' BLACK PVC COATED EXISTING GRADE EXISTING GRADE FOUL LINE EDGE OF NEAREST RAIL COTTON BELT TRAIL - DEPRESSED SECTION CHAIN LINK FENCE 4' BLACK PVC COATED EXISTING RIGHT-OF-WAY RIGHT-OF-WAY VARIES 5' EXISTING 5' EXISTING EXISTING RIGHT-OF-WAY STATION: STA 60+56.07 - STA 65+26.41 SCALE: (NOT TO SCALE) E X I S T I NG 2 % S L O P E E X I S T I NG 2 % S L O P E EXISTING 36' 100' DART RIGHT-OF-WAY (TYP) SAND CUSHION PROPOSED 2" CONCRETE PAVEMENT PROPOSED 6" EXISTING CONCRETE PAVEMENT RIGHT-OF-WAY RAILROAD EXISTING RIGHT-OF-WAY RAILROAD EXISTING SHOULDER 2' RIGHT-OF-WAY RAILROAD EXISTING RIGHT-OF-WAY RAILROAD EXISTING 100' DART RIGHT-OF-WAY (TYP) SHOULDER 2' SAND CUSHION PROPOSED 2" CONCRETE PAVEMENT PROPOSED 6" STATION: STA 67+00.00 - STA 70+50.00, STA 95+50 - STA 99+60 SCALE: (NOT TO SCALE) STATION: STA 70+50.00 - 95+50, STA 99+60 - STA 100+70 SCALE: (NOT TO SCALE) P A R K HA RB O R S U N S H I N E B L O C K I R L O T 1 R 1 A L I P S C O M B & D AN I EL S U B D I V I S I ON 7 5 0 W .DA LL A S R D . LE G A C Y TE X A S B AN K T R A C T 16 & 1 6 A A B S T R A C T 42 2 DOO LE Y ,W I LL I A M S U R V E Y 307 W . DA LL A S R D . G R A P E V I N E P O L I C E D E P T . C I T Y O F G R A P E V I N E B L O C K 1 L O T 1 P . R . T . C . T . C A B . A , S L . 121 2 6 HA S TE N ADD I T I ON 9 2 5 S . M A I N S T . 9 2 5 M A I N , L P R E S O R T A T 92 5 M A I N T R A C T 30 A A B S T R A C T 4 2 2 S U R V E Y DOO L E Y , W I LL I A M 306 E . DA LL A S R D . D . L . R OG E R S C O R P . L O T 3 R & 3 R 1 L I PS C O M B & DAN I EL S U B D I V I S I ON 4 10 W . DA LL A S R D . M OD EL T R A I N A S S O C I A T I ON L ON E S T A R H I - R A I LE R S C I T Y O F G R A P E V I N E L O T 4 C S U B D I V I S I ON L I PS C O M B & DAN I EL 118 W . DA LL A S R D . C & V B U R E AU C I T Y O F G R A P E V I N E BLOCK 1 LOT 1 I N S T # D 217297841 G R A P E V I N E M A I N C I T Y O F G R A P E V I N E DEVELOPMENT P R O P O S E D G R A P E V I N E M A I N B L O C K 1 L O T 3 ADD I T I ON P AY T ON - W R I GH T II 819 K I NG S T . R I C HA R D S I MM ON S B L O C K 1 L O T 1 R 1 A D D I T I ON P AY T ON - W R I GH T I I 800 S .DOO LE Y S T . S T I E R L I R E A L E S T A TE H O L D I NG LL C T R A C T 2 D 02 A A B S T R A C T 1029 S U R V E Y M O O R E , E S T H E R 515 E .D A LL A S R D . W I LL I A M C LE M L YNN E C LE M & TRACT 2D ABSTRACT 1029 SURVEY MOORE, ESTHER 507 E. DALLAS RD. WATERVINE, LP L OT 1 1 508 DOOLEY CT . VI EL KA A. HEI TZ L OT 1 0 512 DOOLEY CT . TERESA M. ROSS L OT 9 516 DOOL EY CT . MARY T I LLER B L O C K 1 L O T 1 ADD I T I ON G & L 611 E . D A LL A S R D . P R O P E R T I E S G P G & L B L O C K 1 L O T 1 A F A I T H C H R I S T I AN S C HOO L 729 E . DA LL A S R D . F A I T H C H R I S T I AN S C H O O L , I N C . L OT 23 91 1 EASY ST . MARCEL MART I N L OT 24 917 EASY ST . L I DI A BARBOSA L OT 25 923 EASY ST . REYNA DOMI NGUEZ L OT 26 927 EASY ST . T UCKER H. MATTESON L OT 27 931 EASY ST . GONZAL O RODRI GUEZ L OT 28 935 EASY ST . RACHEL MCGALL I AN L OT 29 949 EASY ST . VANI S R CORBI N L OT 30 949 EASY ST . VANI S R CORBI N L OT 31 951 EASY ST . T HOMAS CHEVI NS L OT 32 955 EASY ST . GARY T . MCF ADDEN L OT 33 961 EASY ST . ROBERT L . F ARMER L OT 34 965 EASY ST . RUSSELL T URNS L OT 35 969 EASY ST . CECI L WI L KI NSON L OT 36 973 EASY ST . MI LES DI NEHART L OT 37 979 EASY ST . PRESLEY MI LLER L OT 38 985 EASY ST . GI LL I NGHAM L L C KURT I RA L OT 39 1 003 EASY ST . MI GUEL CERVANTES L OT 40 1007 EASY ST . DAVI D NAPI ER L OT 41 1011 EASY ST . J OSE L . GUEVARA L OT 42 1017 EASY ST . F I NANCI AL LL C T REE HOUSE L OT 43 1023 EASY ST . F RANCI SCO MI J ARES L O T 44 1027 E A S Y S T . M A R T I N G UA R DA D O LOT 45 1 0 33 E A S Y S T . R OD R I GU EZ M I R I A M GUA R DADO B L O C K 2 A L O T 1 A F A I T H C H R I S T I AN S C HOO L 730 E . W O R T H S T . F A I T H C H R I S T I A N S C HO O L ,I N C . T R A C T 2 Q , T R 2 Q & 2 U A B S T R A C T 1029 M OO R E , E S T H E R S U R V E Y 844 E .W A L NU T S T . M AG NO L I A P R O J E C T S LT D B L O C K 2 A L O T 2 A 2 G R A P E V I N E S T A T I ON 10 3 8 TE XAN T R A I L I R V I NG H O M E S I N C . B L O C K 1 L O T 4 G R A P E V I N E S T A T I ON 1050 TE X A N T R A I L R A B P R O P E R T I E S , LL C B L O C K 1 L O T 3 G R A P E V I N E S T A T I ON 1052 TE XAN T R A I L ZE VA LL O S HO L D I NG S LL C - G R P V S E R B L O C K 1 L O T 2 G R A P E V I N E S T A T I ON 105 4 TE XAN T R A I L D F L P R O P E R T I E S T W O L L C B L O C K 1 L O T 1 R 2 G R A P E V I N E S T A T I ON 1058 TE X A N T R A I L P A R G TE XAN T R A I L LL C B L O C K 1 L O T 1 R 1 10 56 TE X AN T R A I L S U R G E R Y P A R T N E R S HO L D I NG S ,LL C B L O C K 4 L O T 3 R 3 1 0 40 TE XAN T R A I L W E S T W O OD G R OU P D E V E L O P M E N T # 11 , L P B L O C K 119 L O T 8 J ON E S ,C L I F T ON H .S U B D I V I S I ON 621 AU S T I N S T . J E SS E T U R L I NG T ON LEGEND TEXAN TRAIL (BS 114L) TEXAN TRAIL (BS 114L) 14' 60' 60' 14' [ PROPOSED 27' WIDTH WIDTH WIDTH PGL DOOLEY ST 12' LANE 12' LANE WALK SIDE VARIES VARIES VARIES 10' TRAIL 0.5' 0.5' PROPOSED DOOLEY STREET TYPICAL SECTION - NORTHBOUND 5' PROPOSED CROSSWALK TYPICAL SECTION STA 43+89.53, STA 51+07.40 STATION: STA 32+62.84, STA 38+70.64, STA 42+75.30 SCALE: (NOT TO SCALE) 2' 2' PROPOSED 8" CONCRETE PAVEMENT EXISTING 8" CONCRETE PAVEMENT 8" 4" 12" 4" 10' CROSSWALK PROPOSED PAVERS PROPOSED LIGHT POLES PROPOSED PEDESTRIAN CROSSWALK PROPOSED TREES PROPOSED FLASHING BEACON CROSSWALK SIGNALIZED INTERSECTION CONSTRUCTION BY OTHERS PROPOSED CURBED MEDIAN PROPOSED SIDEWALK PROPOSED TRAIL PROPOSED LANE STRIPING (YELLOW) PROPOSED LANE STRIPING (WHITE) PROPOSED RETAINING WALL PROPOSED BACK OF CURB EXISTING LOT LINE EXISTING EASEMENT EXISTING RIGHT-OF-WAY PROPOSED LIGHT POLES PROPOSED PEDESTRIAN CROSSWALK PROPOSED TREES PROPOSED FLASHING BEACON CROSSWALK SIGNALIZED INTERSECTION CONSTRUCTION BY OTHERS PROPOSED CURBED MEDIAN PROPOSED SIDEWALK PROPOSED TRAIL PROPOSED LANE STRIPING (YELLOW) PROPOSED LANE STRIPING (WHITE) PROPOSED RETAINING WALL PROPOSED BACK OF CURB EXISTING LOT LINE EXISTING EASEMENT EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY RIGHT-OF-WAY VARIES 5' EXISTING EXISTING 36' OFFSET 1' OFFSET 1' E X I S T I NG 2 % S L O P E 2% P R O P O S E D 1 . 0 % P R O P O S E D STATION: STA 62+46.46 - STA 65+26.41 SCALE: (NOT TO SCALE) EXISTING CONCRETE PAVEMENT B L O C K 1 LOT 1 G R A P E V I N E K A W A S A K I ADD I T I O N 800 I R A E . W OOD S A V E . #101 CR YO N A T I O N K & T B L L C B L O C K 1 L O T 18 T O W N E C E N TE R A D D I T I O N #2 801 I R A E . W O OD S A V E . Q U I K - T R I P KHO U R Y ,M I C H EL G R E VO C T R U S T BLOCK IR LOT 1R1B L I PS C O M B & DAN I EL S U B D I V I S I ON 7 00 W . DA L L A S R D . BR E ADHAU S B R E AD P R O P E R T I E S ,L P L O T 2 S U B D I V I S I ON L I PS C O M B & DAN I E L 506 W . DA LL A S R D . T R I - J T OO L & F A S TE N E R R E V I S J M A SS E Y L O T 4 B S U B D I V I S I ON L I PS C O M B & DAN I EL 204 W . DA LL A S R D . AND SP A G R A P E V I N E P OO L J OHN HO R O B E C L O T 4 A S U B D I V I S I ON L I P S C O M B & D AN I EL 2 08 W .D A LL A S R D . C I T Y O F G R A P E V I N E 8 16 S .M A I N R D . TE X A S S T A R D I N N E R T H E A TE R K I M M O R R I S B L O C K 1 L O T 1 DA LL A S R OAD ADD I T I ON 321 E . DA L L A S R D . S UN B ELT R E N T A L S C A P I T A L R E A L T Y C O L T D B L O C K 1 L O T 2 AD D I T I ON P A Y T ON - W R I G H T I I 85 0 S .D O O LE Y S T . M A S C O S E R V I C E C O R P O R A T I O N J E F F M A S S E Y R E A L E S T A TE LL C B L O C K 1 L O T 1 A D D I T I ON M A R S ON & S T O N E 829 S . DO O LE Y S T . S E R V I C E S , I N C . A M E R I P R I S E F I NAN C I A L M O R GA N N I C HO L S B L U E HOU S E , L L C B L O C K 1 L O T 1 S K I LE S A DD I T I O N 8 0 9 S .DOO LE Y S T . W H E A T L U M B E R S K I LE S F A M I L Y T R U S T B L O C K 2 L O T 1 S K I LE S ADD I T I O N 605 E . D A LL A S R D . T .W I LL I A M S K I LE S T HO M A S M .S K I L E S B L O C K 1 L O T 1 C O N N EL - C A M P B E L L A D D I T I ON 617 E . D A L L A S R D . AV I S C A R R E N T A L B UDG ET T R U C K R E N T A L & T U FF L I C O I N C ET A L . T R A C T 2 Q 1 ,2 Q 1 A , 2 Q 2 & 2 Q 3 A B S T R A C T 1029 M O O R E ,E S T H E R S U R V E Y 844 E . W A L NU T S T . T I C KNO R TE R R A C E A P A R T M E N T S M AGNO L I A P R O J E C T S L T D B L O C K 1 L O T A R B ELL A I R E ADD I T I ON - G R A P E V I N E 607 W .DA L L A S R D . PP G P A I N T S S T O R E / G R A P E V I N E CR O SS F I T F A B , TE XA S G E N E R A L P A R T N E R S H I P T R A C T 14 A A B S T R A C T 422 S U R V E Y DOO LE Y , W I LL I A M 411 W . DA LL A S R D . GOODY E A R R E P A I R PF C A P I T A L I V LL C T R A C T 14 C A B S T R A C T 4 2 2 S U R V E Y DOO LE Y ,W I LL I A M 401 W . D A LL A S R D . AU T O R E P A I R C H R I S T I A N ' S G R I GG S HO P E 40 LL C B L O C K 51 L O T 1 R C I T Y O F G R A P E V I N E 213 W . DA LL A S R D . L I B E R T Y B A I L B O N D S J E RR Y S M I T H T R A C T 18 & 1 9 A B S T R A C T 422 DOO LE Y , W I LL I A M S U R V E Y 205 W . DA LL A S R D . J E R R Y D . S M I T H B L O C K 1 L O T 1 HA S TE N ADD I T I ON 909 S . M A I N S T . 9 25 M A I N , L P B L O C K 1 L O T 1 P A R K A D D I T I ON S H I A B U S I N E SS 2 1 8 E . D A LL A S R D . M A SS A G E A D V A N C E D B O D Y W O R K & P AU L M .S H I A T R A C T 2 9 A B S T R A C T 422 S U R V E Y DOO L E Y ,W I L L I A M 235 E .NA S H S T . AU T O M O T I V E R E P A I R J E R R Y D EL ONG J OHN S ON C L I F T ON W AY B L O C K 1 L O T 1 R 1 M & H ADD I T I ON 316 E . DA LL A S R D . G R A P E V I N E D F W C O LL I S I ON C E N TE R HO L D I NG S LL C B HA R E A L E S T A TE T R A C T 33 A A B S T R A C T 422 S U R V E Y W I LL I A M D O O LE Y , 324 E . DA LL A S R D . B O D Y S HO P AU T O R I C HA R D ' S R O A R G R AV E S B L O C K 1 L O T 1 R G R A P E V I N E H I LLT O P A DD I T I ON 906 J E A N S T . CR A F T BR E W E R Y G R A P E V I N E P A R T N E R S LL C G R A P E V I N E BR E W B L O C K 2 L O T 1 - R A G R A P E V I N E H I LLT O P ADD I T I ON 4 0 4 E . DA LL A S R D . AU R A A P A R T M E N T S T R G AU R A G R A P E V I N E LL C L OT 13 500 DOOLEY CT . ROBI N F USSELL B L O C K 1 L O T 11 D OO LE Y E S T A T E S AD D I T I ON L OT 1 2 504 DOOL EY CT . DAN A WENDEL N B L O C K 1 L O T 2 ADD I T I ON O L D M A I N P L A C E 9 0 0 S . M A I N S T . LE GA C Y TE XA S B ANK F A M I L Y P A R T N E R S H I P J A M E S D . G R EE N EXISTING RIGHT-OF-WAY GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVELDRI VE CONCRETEWAL K CONCRETEWALK CONCRETEWALK CONCRETEWALK CONCRETE WALK

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Page 1: TEXAS DEPARTMENT OF TRANSPORTATION FORT WORTH …plans.dot.state.tx.us/pub/txdot/get-involved/ftw/cottonbelt-trail-extension/012319...c ab. ,sl.17 10' utility esmt. cab5 as sl 386

CAB. A, SL. 11987

10' UTILITY ESMT.

CAB. A, SL. 3886

10' UTILITY ESMT.

CAB. A, SL. 12126

DRAINAGE ESMT.

MAINTENANCE &

10' SIDEWALK

CAB. A, SL. 10059

10' UTILITY ESMT.

CAB. A, SL. 2925

10' UTILITY ESMT.

CA

B.

A,

SL.

2925

10'

UTILIT

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MT.

CAB. A, SL. 3634

10' UTILITY ESMT.

CA

B.

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5'

UTILIT

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MT.

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10'

UTILIT

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CAB. A, SL. 3051

10' UTILITY ESMT.

VOL. 5161, PG. 414

15' ESMT. TO TP&L

CAB. A, SL. 104946' UTILITY ESMT.

CAB. A, SL. 770715' UTILITY ESMT.

INST.# D1233238301

10' UTILITY ESMT.

INST.# D206211139

10' ELECTRIC ESMT.

INST.# D20621113910' LANDSCAPE ESMT.

INST.# D20621113910' LANDSCAPE ESMT.

INST# D208036022

10' UTILITY ESMT.

CAB. A, SL. 673510' UTILITY ESMT.

VOL. 5181, PG. 36215' T.P.& L. ESMT. INST.# D211082267

10' UTILITY ESMT.

UTILITY EASEMENTINST.# D217297941

26' COMMON ACCESS, DRAINAGE, PEDESTRIAN & UTILITY ESMT.

INST.# D217297941

INST.# D217297941

VARIABLE WIDTH ROW

VOL. 5259, PG. 403

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10' ELECTRIC ESMT.

DRAINAGE & PEDESTRIAN ESMT.

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VOL. 5181, PG. 36215' T.P.& L.

ESMT.

INST# D201128773

30' PIPELINE ESMT.

CAB. A, SL. 3051

10' UTILITY ESMT.

ESMT. CAB. A, SL. 7811

10' PRIVATE SAN. SEWER

ELECTRIC LINE

ON EXISTING

ESMT. CENTERED

10' UTILITY

CAB A, SL 7231

15' WTR ESMT

EASY ST.

(50' RIGHT-OF-WAY)

EX.

SID

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EX.

SID

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OAK 18"

TREE 4"

OAK 4"

OAK 4"

OAK 4"

OAK 4"

OAK 4"

OAK 4"

ELM 8"

ELM 8"

ELM 8"

ELM 8"

OAK 6"

OAK 4"

OAK 8"

SCV

SCV

SCV

SCV

SCV

SCV

SCV

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SCV S

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PLANTER

PLANTER

ASPHALTDRIVE

CONCRETEPAVING

CONCRETEPAVING

GRAVEL

PECAN 18"

A/C

A/C

A/C

A/C

SCV

SCV

SCV

SCV

SCV

SCV

S

S

D

D

D

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WV

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BUILDINGONE-STORYCORRUGATED TIN

CAN

TRASH

NEED TO TIE BLDGS.

NEED TO TIE BLDGS.

ASPHALTDRIVE

CONCRETEPAVING

CAN

TRASH

NEED TO TIE BLDGS.

CHAIN LINK FENCECHAIN LINK FENCE

GATE

PLANTER

OAK 15"

ELM 18"

CREPE MYRTLE

CREPE MYRTLE

A/C A/C

SCV

D

D

WV

BUILDINGONE-STORY

BRICK

BUILDINGONE-STORYCORRUGATED TIN

SIGNAL

CROSSING

STREET

SIGNAL

CROSSING

STREET

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

ASPHALTDRIVE

CONCRETEPAVING

ASPHALTDRIVE

LIVE OAK 18"

LIVE OAK 10"

OAK 8"

OAK 15"

OAK 6"

OAK 12"

FP FP FP

SCV

SCV

SCV

SCV

SCV

SCV

S

S

S

S

D

D

D

D

D

D

D

D

D

D

D

D

WV

WV

WV

WV

WV

WV

WV

WV

WV

WV

WV

WV

GRAVEL

SB

SCV

SCV

S

S

D

D

D

CHINABERRY 6"

CHINABERRY 6"

SIGNAL

CROSSING

STREET

BUILDINGONE-STORY

BRICK

BUILDINGONE-STORYCORRUGATED METAL

BUILDINGONE-STORYCORRUGATED METAL

'LEGACY TEXAS'

BRICK SIGN

'POST OFFICE' 'INFORMATION'

'NO PARKING' 'SHARE THE ROAD'

'NO PARKING'

LIMIT 40'

'SPEED

COURT'

'POLICE

& DRIVE'

'DON'T DRINK

'INFORMATION'

'INFORMATION'

PARKING'

'NO

ROAD'

'ADOPT A

'NO PARKING'

'NO PARKING'

'NO PARKING'

HWY 114'

'HWY 121 &

SCV

SCV

SCV

SCV

SCV

D

D

D

D

WV

WVWV

WVWV

SIGNAL

CROSSING

STREET

SIGNAL

CROSSING

STREET

BANK'

ATM, MOTOR

'BANK LOBBY,

'FROST BANK'

CO

NC

RE

TE

'TRAIN EXHIBIT'

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALKCONCRETE WALKCONCRETE WALK

CONCRETE WALKCONCRETE WALK

CO

NC

RE

TE

WA

LK

CO

NC

RETE

WA

LK

CONCRETE WALK

CO

NC

RE

TE

WA

LK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALKCONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CO

NC

RETE

WA

LK

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NC

RE

TE

WA

LK

CO

NC

RE

TE

WA

LK

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NC

RE

TE

WA

LK

CO

NC

RE

TE

WA

LK

CO

NC

RETE

WA

LK

CO

NC

RETE

WA

LK

CREPE MYRTLE 4"

CREPE MYRTLE 4"

CREPE MYRTLE 4"

LIVE OAK 6"LIVE OAK 6"

LIVE OAK 6"LIVE OAK 6"

LIVE OAK 6"

LIVE OAK 6"

LIVE OAK 6"

LIVE OAK 6"LIVE OAK 6"

CO

NC

RE

TE F

LU

ME

CO

NC

RE

TE

WA

LK

LINKS TRAIL

(CONCRETE)

WALL

RETAINING

ROCK

PARKING LOT

CONCRETE

PARKING LOT

CONCRETE

PARKING LOT

CONCRETE

S

SIGNAL

CROSSING

STREET

CONCRETE WALK

BUILDINGONE-STORYCORRUGATED TIN

SHRUBS

SHRUBS

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

GRAVEL

OAK 18"

OAK 18" OAK 18"

OAK 12"

OAK 8"

OAK 8" OAK 12"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 12"

HACKBERRY 10"

HACKBERRY 12"

HACKBERRY 8"

HACKBERRY 10"

HACKBERRY 8"

HACKBERRY 12"

HACKBERRY 12"

HACKBERRY 12"

HACKBERRY 8"

HACKBERRY 12"

HACKBERRY 20"

HACKBERRY 15"

HACKBERRY 10"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 10"

HACKBERRY 8"

HACKBERRY 12"

CEDAR 8"

HACKBERRY 15"

HACKBERRY 15"

HACKBERRY 21"

HACKBERRY 12"

ELM 15"

ELM 15"

18" HACKBERRY

HACKBERRY 27"

HACKBERRY 15"

HACKBERRY 8" HACKBERRY 8" HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 15"

HACKBERRY 12"HACKBERRY 8"

HACKBERRY 8"HACKBERRY 10"

HACKBERRY 8"

HACKBERRY 12'

HACKBERRY 10"

HACKBERRY 8"

ELM 10"

ELM 10"

ELM 8"

ELM 33" OAK 15"

HACKBERRY 15"

HACKBERRY 10"

12" OAK

HACKBERRY 15"

HACKBERRY 8"

CEDAR 12"

15" HACKBERRY

ELM 8"

HACKBERRY 15"

CEDAR 10"

CEDAR 10"

HACKBERRY 10"

HACKBERRY 12"

HACKBERRY 12"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 15"

HACKBERRY 21"

HACKBERRY 10"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"HACKBERRY 8"

BOIS-DE-ARC 12"

BOIS-DE-ARC 12"

BOIS-DE-ARC 15"

BOIS-DE-ARC 33"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 8"

CEDAR 18"

HACKBERRY 8"

HACKBERRY 10"

HACKBERRY 8"

HACKBERRY 12"

HACKBERRY 10" HACKBERRY 8" HACKBERRY 10"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 15"

ELM 8"

HACKBERRY 12"

HACKBERRY 10"

HACKBERRY 8"

HACKBERRY 8"

HACKBERRY 12"

S

S

S

D

D

D

WV

WV

WV

GRAVEL

CONCRETE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

BARRICADE

CONCRETEPAVING

ASPHALTPAVING

CO

NC

RETE

HACKBERRY 8"

'WARNING'

HACKBERRY 10"

HACKBERRY 10"

OAK 12"

OAK 12"

OAK 8"

CONCRETE

BUILDINGTWO-STORY

APARTMENTS

ASPHALT PAVINGw/CONCRETE C&G

TENNISCOURT

CONC.SLAB

CONC.SLAB

CONCRETEPARKING

LOT

BRIC

K

WA

LL

CONCRETEPAVING

CONCRETEPAVING

CONCRETEPAVING

BRICK WALLS

AREA w/8'

DUMPSTER

8' CHAIN LINK FENCE

8' WOOD FENCE

8' WOOD FENCE

5' CHAIN LINK FENCE

SCV

SCV S

CV

DD

SIG

N

'CR

YO

NATI

ON'

S

SCV

WROUGHT IRON FENCE

CONCRETE PATH

CO

NC

RE

TE P

AT

H

WALL

RETAINING

STONE

BOX EXPOSED

TOP OF CONCRETE

FL 36"=621.20

WR

OU

GH

T IR

ON F

EN

CE

WR

OU

GH

T IR

ON

FE

NC

E

TP-624.04

TP-626.21

TP-625.38

CONCRETE F

LUME

GRAVEL

GRAVEL

GRAVEL

GRAVEL

ELM 10"

PLANTER

CHASTE 2"

CHASTE 2"

CHASTE 4"

CHASTE 4"

GRAVEL

METAL BUILDING

RR SWITCH

SIGN POST

PIPE RAILING

CONCRETEPAVING

CONCRETEPAVING

TCB

TU

NN

EL

EX. 10'

X8'

AROUND TRACK

CONCRETE BORDER

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

S

S

SIGN

CO

NC

RE

TE

WA

LK

MB

PIPE RAILING

CO

NC

RE

Te

(TYP)

CONCRETE PANEL2.25'x8.12'

(TYP)

CONCRETE PANEL4.08'x8.12'

4" ELM

4" ELM

4" ELM

CONCRETE WALK

S

WV4" ELM

4" ELM

SCV

SCV

SCV

WV

4" ELM

SCV

FL 24"=610.83 N

TOP=616.95

INLET

BUILDINGFOUR-STORY

BRICK

SCV

SCVS

CV

SCV

WV

S

S

S

S

D

S

D

D

WV

WV

WV

WV

WV

D

CR

OS

SIN

G

R/

R P

ED

PARKING'

'PUBLIC

PARKING'

'PUBLIC

BUILDING(BRICK)

FF=630.11

FF=630.01

CONC.ASPHALT PAVING

CONC. SLAB

CO

NC.

WA

LK

CONCRETE WALK

CONCRETE WALK

R/

R

CR

OS

SIN

G

R/

R

CR

OS

SIN

G

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

ASPHALT PAVING

CONCRETE WALK

CO

NC

RE

TE

WA

LK

D

2 RAIL CEDAR FENCE

CONCRETE WALK

ASP

HALT P

AVIN

G

W/2'

CO

NCRETE

CU

RB

& G

UTTER

ASPHALT

PAVI

NG

W/CONCRETE

CURB

ASPHALT PAVING

AS

PH

ALT P

AVIN

GW/

2'

CO

NC

RE

TE

CU

RB

&

GU

TT

ER

6' C

HAIN

LINK

FENCE

6' CHAIN

LINK

FENCE

6' CHAIN LINK FENCE

GRAVEL DRIVE

R/R CROSSING R/R CROSSING

R/R CROSSING R/R CROSSING

SCV

CONCRETE WALK

SCVS

CV

SCV

T

T

CONCRETE WALK

SCV

4" ELM

SCV

SCV

SCV

WV

4" ELM

4" ELM

WV

WV

CONCRETE WALK 4" ELM

4" ELM

CONCRETE WALK

WV

4" ELM

CO

NC

RE

TE

WA

LK

TWV

D

HILLTOP

WORTHINGTON

LIPSCOMB

BR

OO

K

SC

RIB

NE

R

RU

TH W

ALL

ST

AR

NE

SMAIN TURNER

WEST WALL WALL

TEXAS TEXAS

WALNUTCANNON

COLLEGE

FRANKLIN

DALLAS

EASY

NASH

VINE

HANGER

HUDGINS

SURREY

HOLLY

SUNSET

SC

RIB

NE

R

DR

EX

EL

BLE

VIN

S

BA

LL

CH

UR

CH

BA

RT

ON

MAIN

JE

NKIN

S

SMIT

H

DO

OLE

Y

ESTILL

MAIN

BE

LL

AIR

TE

RR

AC

E

VA

LLE

YVIE

W

AIR

LIN

E

PIN

EC

HU

RC

H

JE

AN

BE

RR

Y

DA

WN

RAIN

BO

W

SU

NS

HIN

E

TWILIG

HT

LO

VE

RS

EA

SY

GRAPEVINE

More

head

BA

LL

N D

OO

LE

Y

W COLLEGE

Pk

OXFORD

EATON

DR

EX

EL HUDGINS

E WORTH

MIN

TE

RC

HA

PE

L

COPPELL

WILDWOOD

HALL

PEACH

PEACHMIC

HE

L

CO

RY

CE

NT

RA

L

BO

YD

CAVINESS

BANYAN

26

103

B114

B114

HILLTOP

WORTHINGTON

LIPSCOMB

BR

OO

K

SC

RIB

NE

R

RU

TH W

ALL

ST

AR

NE

SMAIN TURNER

WEST WALL WALL

TEXAS TEXAS

WALNUTCANNON

COLLEGE

FRANKLIN

DALLAS

EASY

NASH

VINE

HANGER

HUDGINS

SURREY

HOLLY

SUNSET

SC

RIB

NE

R

DR

EX

EL

BLE

VIN

S

BA

LL

CH

UR

CH

BA

RT

ON

MAIN

JE

NKIN

S

SMIT

H

DO

OLE

Y

ESTILL

MAIN

BE

LL

AIR

TE

RR

AC

E

VA

LLE

YVIE

W

AIR

LIN

E

PIN

EC

HU

RC

H

JE

AN

BE

RR

Y

DA

WN

RAIN

BO

W

SU

NS

HIN

E

TWILIG

HT

LO

VE

RS

EA

SY

GRAPEVINE

More

head

BA

LL

N D

OO

LE

Y

W COLLEGE

Pk

OXFORD

EATON

DR

EX

EL HUDGINS

E WORTH

MIN

TE

RC

HA

PE

L

COPPELL

WILDWOOD

HALL

PEACH

PEACHMIC

HE

L

CO

RY

CE

NT

RA

L

BO

YD

CAVINESS

BANYAN

26

103

B114

B114

JE

AN

ST.

BLOCK 4

BA

LL

ST.

WI

LLI

AM

D.

TA

TE

AV

E.

DALLAS RD.

AVE.

IR

A E.

WO

ODS

BE

LL

AI

RE

DR.

PI

NE

ST.

DALLAS RD.

DALLAS RD.

DALLAS RD.

DO

OL

EY

ST.

KI

NG

ST.

BE

RR

Y

ST.

PARK & RIDEGRAPEVINE STATION

TRAIL

NORTHFIELD

MAI

N

ST.

MAI

N

ST.

501 W. DALLAS RD.

FROST BANK

CH

UR

CH

ST.

LIPSCOMB & DANIEL SUBD.

VOL. 388-D, PG. 333

P.R.T.C.T.

LIPSCOMB & DANIEL SUBD.CAB. A, SL. 4794

P.R.T.C.T.

EASY ST.

CSJ: 0902-90-077

TARRANT COUNTYGRAPEVINE,TEXAS

TOPOGRAPHICAL DATA DATE: FEBRUARY 2018AERIAL IMAGERY DATE: 2017

CSJ: 0902-90-077

TARRANT COUNTYGRAPEVINE,TEXAS

TOPOGRAPHICAL DATA DATE: FEBRUARY 2018AERIAL IMAGERY DATE: 2017

Date:

FOR REVIEW ONLY.

PURPOSES.

BIDDING, OR PERMIT

NOT FOR CONSTRUCTION,

Consulting Engineers

HUITT-ZOLLARS, INC.

******

PRELIMINARY

No. 55446Kenneth A. Roberts, P.E.

Firm Registration No. F-761

DECEMBER 18, 2018 Date:

FOR REVIEW ONLY.

PURPOSES.

BIDDING, OR PERMIT

NOT FOR CONSTRUCTION,

Consulting Engineers

HUITT-ZOLLARS, INC.

******

PRELIMINARY

No. 55446Kenneth A. Roberts, P.E.

Firm Registration No. F-761

DECEMBER 18, 2018

LEGEND

AURA APTS

CONSTRUCTED WITH

EX. SIDEWALK

AURA APTS

CONSTRUCTED WITH

EX. SIDEWALK

BY OTHERS

CONSTRUCTED

EX. SIDEWALK

BY OTHERS

CONSTRUCTED

EX. SIDEWALK

28

+00

29

+00

30

+00

30

+00

31

+00

32

+00

PGLDALLAS RD

11.5' 11.5'

12' LANE

14'24'5'

12' LANE

2'WIDTH VARIES

12' LANE

24'

12' LANE

2' 5' WIDTH VARIES

[

EXISTING 67'

(TYP)

0.5' 0.5'

(TYP)

WALKSIDE

WALKSIDE

EXISTING DALLAS ROAD TYPICAL SECTION

3' 5'

PGLDALLAS RD

11.5'

PROPOSED 60'

11.5'

3.5' 10.5'11' LANE 11' LANE 11' LANE 11' LANE

2% SLOPE

5'

[

EXISTING 67'

(TYP) (5'MIN)

0.5'0.5' 0.5'0.5'

PROPOSED DALLAS ROAD TYPICAL SECTION

[

WIDTH

PGLDOOLEY ST

WIDTH

17.5' LANE 17.5' LANE

1.0% MAX SLOPE 1.0% MAX SLOPE

5.5' 12' TRAIL

[

3:1

MAX2% TYP. 2% TYP.

3:1 MAX

13.5' 11' 22'

1.0% MAX SLOPE 1.0% MAX SLOPE

3:1

MAX3:1 MAX

2% TYP.2% TYP.

[

3'

5.5' 12' TRAIL 3' 22'

PGLCBT

PGLCBT

13.5' 11'

SHOULDER2'SHOULDER

2'

WALK

SIDEVARIES

0.5'

WALK

SIDE VARIES

0.5'

EXISTING DOOLEY STREET TYPICAL SECTION

EASEMENT

EX. 10' UTILITY

EASEMENT

EX. 15' TP&L

EASEMENT

EX. 10' UTILITY

EASEMENT

EX. 25' ACCESS

EASEMENT

EX. 10' UTILITY

EASEMENT

& UTIL.

EX. PED.

EASEMENTUTILITYDRAINAGE,ANDEX. 20' PED.,

EASEMENTDRAINAGE,AND PED.

EX. COMMON ACCESS,

EASEMENTEX. UTILITY

EASEMENTEX. 10' UTILITY

EASEMENTEX. 10' UTILITY

SEWER ESMT.EX. 10' SAN.

EASEMENTEX. 20' DRAINAGE

EASEMENTEX. 10' UTILITY

EASEMENTEX. 65' DRAINAGE

EASEMENTEX. 5' UTILITY

EASEMENTEX. 10' UTILITY

EASEMENTEX. 10' UTILITY

EASEMENTEX. 15' TP&L

CITY OF GRAPEVINE

PO BOX 95104

GRAPEVINE, TX. 76099-9704

EASEMENTUTILITYEX. 15'

EASEMENTUTILITYEX. 6'

SEWER EASEMENTEX. 20' SANITARY

EASEMENTUTILITYEX. 10'

EASEMENTUTILITYEX. 10'

EASEMENTTP&LEX. 15'

EASEMENTEX. 10' UTILITY

EASEMENTEX. 15' TP&L

EASEMENTEX. 10' UTILITY

EASEMENTLANDSCAPEEX. 10'

EASEMENTELECTRICEX. 10'

EASEMENTPIPELINEEX. 30'

EASEMENTELECTRICEX. 10'

EASEMENTPIPELINEEX. 30'

EASEMENTEX. TP&L

EASEMENTEX. TP&L

EASEMENTSIDEWALKEX. 10'

EASEMENTAND UTILITYACCESS,DRAINAGE,EX. COMMON

EASEMENTEX. TP&L

EASEMENTEX. 10' UTILITY

EASEMENTWATER

EX. 15'

EASEMENT

DRAINAGE

MAINTENANCE &

EX. 10'

EASEMENT

UTILITY

EX. 10'

EASEMENTDRAINAGE,AND PEDESTRIANEX. 26' COMMON ACCESS,

25+00 30+00 35+00

40+00

45+00

50+00

55+00

60+00

65

+00

70+00

75+00

80+00

85+00

90+00

95+00

100+00

101

+00

102

+00

103

+00

104

+00

9+00

8+00

10

+00

11

+00

12

+00

13

+00

INTERSECTION

PROP. SIGNALIZED

BEACON CROSSWALK

PROP. FLASHING

CROSSWALK

BEACON

FLASHING

PROP.

CROSSWALK

BEACON

FLASHING

PROP.

TEXRAIL

TEXRAIL

AU

STI

N

ST.

LOT 4D

SUBDIVISION

LIPSCOMB & DANIEL

814 S. MAIN RD.

CHILL SPORTS BAR AND GRILL

417 E. DALLAS RD.

GREEN ROOFING & CONSTRUCTION

SUNSHINE HARBOR ADDITION

VOL. 388-23, PG. 34

P.R.T.C.T.

FORT WORTH DISTRICTTEXAS DEPARTMENT OF TRANSPORTATION

COTTON BELT TRAIL EXTENSIONDALLAS ROAD CORRIDOR/

JANUARY 23, 2019PUBLIC HEARING

DISTRICT ENGINEERLOYL C. BUSSELL, P.E.

FORT WORTH DISTRICTTEXAS DEPARTMENT OF TRANSPORTATION

COTTON BELT TRAIL EXTENSIONDALLAS ROAD CORRIDOR/

JANUARY 23, 2019PUBLIC HEARING

DISTRICT ENGINEERLOYL C. BUSSELL, P.E.

BEGIN PROJECT

END PROJECT

(NOT TO SCALE) PROJECT LOCATION MAP

BEGIN PROJECT(NOT TO SCALE)

PROJECT LOCATION MAP

END PROJECT

DESIGN SPEED: 18 MPHCOTTON BELT TRAIL

DESIGN SPEED: 30 MPHFUNCTIONAL CLASS: COLLECTOR

DOOLEY STREET

DESIGN SPEED: 40 MPHFUNCTION CLASS: MINOR ARTERIAL

DALLAS ROAD

DESIGN SPEED: 18 MPHCOTTON BELT TRAIL

DESIGN SPEED: 30 MPHFUNCTIONAL CLASS: COLLECTOR

DOOLEY STREET

DESIGN SPEED: 40 MPHFUNCTION CLASS: MINOR ARTERIAL

DALLAS ROAD

0 100 200

SCALE IN FEET

0 100 200

SCALE IN FEET

INTERSECTION

UPGRADE SIGNALIZED

INTERSECTION

UPGRADE SIGNALIZED

BEGIN PROJECT

END PROJECT

Fort Worth District Fort Worth District

EXISTING 90' RIGHT-OF-WAY

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

4'EXISTING

4'EXISTING

EXISTING 2% SLOPE EXISTING 2% SLOPE

EXISTING CONCRETE PAVEMENT

PGLDALLAS RD

11.5' 11.5'

12' LANE

14'24'5'

12' LANE

2'WIDTH VARIES

12' LANE

24'

12' LANE

2' 5' WIDTH VARIES

[

EXISTING 67'

(TYP)

0.5' 0.5'

(TYP)

WALKSIDE

WALKSIDE

EXISTING CONCRETE PAVEMENT

EXISTING 90' RIGHT-OF-WAY

4'EXISTING

4'EXISTING

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

STATION: STA 55+30.00 - STA 61+47.00

SCALE: (NOT TO SCALE)

EXISTING DALLAS ROAD FULL SUPERELEVATION TYPICAL SECTION

STATION: STA 24+00.00 - STA 55+30.00

SCALE: (NOT TO SCALE)

STATION: STA 24+00.00 - STA 55+30.00

SCALE: (NOT TO SCALE)

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

EXISTING 90' RIGHT-OF-WAY

SIDEWALKPROPOSED 6'

10' TRAILPROPOSED

EXISTING 2% SLOPE

EXISTING 2% SLOPE1.0%

PROPOSED

2.0%

PROPOSED

EXISTING 2% SLOPEEXISTING 2% SLOPE

EXISTING CONCRETE PAVEMENT

MEDIAN14'

23' 23'

1.5%PROPOSED

PGLDALLAS RD

11.5' 11.5'

11' LANE11' LANE

5'WIDTH VARIES

11' LANE 11' LANE

WIDTH VARIES2'-5'

[

0.5'

0.5'

(TYP)(5'MIN)

PROPOSED DALLAS ROAD FULL SUPERELEVATION TYPICAL SECTION

STATION: STA 55+30.00 - 61+47.00

SCALE: (NOT TO SCALE)

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

EXISTING 90' RIGHT-OF-WAY

10' TRAILPROPOSED

23'

1.0%

PROPOSED

2.0%

PROPOSED

EXISTING 2% SLOPE

MEDIAN14'

EXISTING CONCRETE PAVEMENT

23'

EXISTING 67'

SIDEWALKPROPOSED 6'

1.5%PROPOSED

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

EXISTING 2% SLOPE

EXISTING GRADEEXISTING GRADEF

OU

L

LI

NE

ED

GE

OF

NE

AR

ES

T

RAI

L

COTTON BELT TRAIL - ELEVATED SECTION

CHAIN LINK FENCE

4' BLACK PVC COATED

EXISTING GRADEEXISTING GRADE

FO

UL

LI

NE

ED

GE

OF

NE

AR

ES

T

RAI

L

COTTON BELT TRAIL - DEPRESSED SECTION

CHAIN LINK FENCE

4' BLACK PVC COATED

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

RIGHT-OF-WAY VARIES

5'EXISTING

5'EXISTING

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

STATION: STA 60+56.07 - STA 65+26.41

SCALE: (NOT TO SCALE)

EXISTING 2% SLOPE EXISTING 2% SLOPE

EXISTING 36'

100' DART RIGHT-OF-WAY (TYP)

SAND CUSHION

PROPOSED 2"

CONCRETE PAVEMENT

PROPOSED 6"

EXISTING CONCRETE PAVEMENT

RI

GH

T-

OF-

WA

Y

RAI

LR

OA

D

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

RAI

LR

OA

D

EXI

STI

NG

SHOULDER2'

RI

GH

T-

OF-

WA

Y

RAI

LR

OA

D

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

RAI

LR

OA

D

EXI

STI

NG

100' DART RIGHT-OF-WAY (TYP)

SHOULDER2'

SAND CUSHION

PROPOSED 2"

CONCRETE PAVEMENT

PROPOSED 6"

STATION: STA 67+00.00 - STA 70+50.00, STA 95+50 - STA 99+60

SCALE: (NOT TO SCALE)

STATION: STA 70+50.00 - 95+50, STA 99+60 - STA 100+70

SCALE: (NOT TO SCALE)

PARK

HARBOR

SUNSHINE

BLOCK IR

LOT 1R1A

LIPSCOMB & DANIEL SUBDIVISION

750 W. DALLAS RD.

LEGACY TEXAS BANK

TRACT 16 & 16A

ABSTRACT 422

DOOLEY, WILLIAM SURVEY

307 W. DALLAS RD.

GRAPEVINE POLICE DEPT.

CITY OF GRAPEVINE

BLOCK 1

LOT 1

P.R.T.C.T.

CAB. A, SL. 12126

HASTEN ADDITION

925 S. MAIN ST.

925 MAIN, LP

RESORT AT 925 MAIN

TRACT 30A

ABSTRACT 422

SURVEY

DOOLEY, WILLIAM

306 E. DALLAS RD.

D. L. ROGERS CORP.

LOT 3R & 3R1

LIPSCOMB & DANIEL SUBDIVISION

410 W. DALLAS RD.

MODEL TRAIN ASSOCIATION

LONE STAR HI-RAILERS

CITY OF GRAPEVINE

LOT 4C

SUBDIVISION

LIPSCOMB & DANIEL

118 W. DALLAS RD.

C & V BUREAU

CITY OF GRAPEVINEBLOCK 1

LOT 1

INST# D217297841

GRAPEVINE MAIN

CITY OF GRAPEVINE

DEVELOPMENT

PROPOSED GRAPEVINE MAIN

BLOCK 1

LOT 3

ADDITION

PAYTON-WRIGHT II

819 KING ST.

RICHARD SIMMONS

BLOCK 1

LOT 1R1

ADDITION

PAYTON-WRIGHT II

800 S. DOOLEY ST.

STIERLI REAL ESTATE HOLDING LLC

TRACT 2D02A

ABSTRACT 1029

SURVEY

MOORE, ESTHER

515 E. DALLAS RD.

WILLIAM CLEM

LYNNE CLEM &

TRACT 2D

ABSTRACT 1029

SURVEY

MOORE, ESTHER

507 E. DALLAS RD.

WATERVINE, LP

LO

T 11

508

DO

OLE

Y

CT.

VIE

LK

A

A.

HEIT

Z

LO

T 10

512

DO

OLE

Y

CT.

TE

RES

A

M.

RO

SS

LO

T 9

516

DO

OLE

Y

CT.

MA

RY

TIL

LE

R

BLOCK 1

LOT 1

ADDITION

G & L

611 E. DALLAS RD.

PROPERTIES GP

G & L

BLOCK 1

LOT 1AFAITH CHRISTIAN SCHOOL

729 E. DALLAS RD.FAITH CHRISTIAN SCHOOL, INC.

LO

T 23

911

EA

SY S

T.

MA

RC

EL

MA

RTIN

LO

T 24

917

EA

SY S

T.

LIDIA

BA

RB

OS

A

LO

T 25

923

EA

SY S

T.

RE

YN

A

DO

MIN

GU

EZ

LO

T 26

927

EA

SY S

T.

TU

CK

ER

H.

MA

TT

ES

ON

LO

T 27

931

EA

SY S

T.

GO

NZ

AL

O

RO

DRIG

UE

Z

LO

T 28

935

EA

SY S

T.

RA

CH

EL

MC

GA

LLIA

N

LO

T 29

949

EA

SY S

T.

VA

NIS

R

CO

RBIN

LO

T 30

949

EA

SY S

T.

VA

NIS

R

CO

RBIN

LO

T 31

951

EA

SY S

T.

TH

OM

AS

CH

EVIN

S

LO

T 32

955

EA

SY S

T.

GA

RY

T.

MC

FA

DD

EN

LO

T 33

961

EA

SY S

T.

RO

BE

RT

L.

FA

RM

ER

LO

T 34

965

EA

SY S

T.

RU

SS

ELL

TU

RN

S

LO

T 35

969

EA

SY S

T.

CE

CIL

WIL

KIN

SO

N

LO

T 36

973

EA

SY S

T.

MIL

ES

DIN

EH

AR

T

LO

T 37

979

EA

SY S

T.

PR

ES

LE

Y

MIL

LE

R

LO

T 38

985

EA

SY S

T.

GIL

LIN

GH

AM

LL

CK

UR

T IR

A

LO

T 39

1003

EA

SY S

T.

MIG

UE

L

CE

RV

AN

TES

LO

T 40

1007

EA

SY S

T.

DA

VID

NA

PIE

R

LO

T 41

1011

EA

SY S

T.

JO

SE

L.

GU

EV

AR

A

LO

T 42

1017

EA

SY S

T.

FIN

AN

CIA

L

LL

CT

RE

E

HO

US

E

LO

T 43

1023

EA

SY S

T.

FR

AN

CIS

CO

MIJ

AR

ES

LOT 44

1027 EASY ST.MARTIN GUARDADO

LOT 45

1033 EASY ST.

RODRIGUEZ

MIRIAM GUARDADO

BLOCK 2A

LOT 1AFAITH CHRISTIAN SCHOOL

730 E. WORTH ST.FAITH CHRISTIAN SCHOOL, INC.

TRACT 2Q, TR 2Q & 2U

ABSTRACT 1029

MOORE, ESTHER SURVEY844 E. WALNUT ST.

MAGNOLIA PROJECTS LTD

BLOCK 2A

LOT 2A2

GRAPEVINE STATION1038 TEXAN TRAILIRVING HOMES INC.

BLOCK 1

LOT 4

GRAPEVINE STATION

1050 TEXAN TRAIL

RAB PROPERTIES, LLC

BLOCK 1

LOT 3

GRAPEVINE STATION

1052 TEXAN TRAILZEVALLOS HOLDINGS LLC-GRPV SER

BLOCK 1

LOT 2GRAPEVINE STATION1054 TEXAN TRAIL

DFL PROPERTIES TWO LLC

BLOCK 1

LOT 1R2

GRAPEVINE STATION1058 TEXAN TRAIL

PARG TEXAN TRAIL LLC

BLOCK 1

LOT 1R1

1056 TEXAN TRAILSURGERY PARTNERS HOLDINGS, LLC

BLOCK 4

LOT 3R3

1040 TEXAN TRAILWESTWOOD GROUP DEVELOPMENT #11, LP

BLOCK 119

LOT 8

JONES, CLIFTON H. SUBDIVISION

621 AUSTIN ST.

JESSE TURLINGTON

LEGEND

TE

XA

N

TR

AI

L (

BS 114

L)

TE

XA

N

TR

AI

L (

BS 114

L)

14'

60'

60'

14'

[

PROPOSED 27' WIDTH

WIDTH WIDTH

PGLDOOLEY ST

12' LANE 12' LANE

WALK

SIDE

VARIES

VARIES VARIES

10' TRAIL

0.5' 0.5'

PROPOSED DOOLEY STREET TYPICAL SECTION - NORTHBOUND

5'

PROPOSED CROSSWALK TYPICAL SECTION

STA 43+89.53, STA 51+07.40

STATION: STA 32+62.84, STA 38+70.64, STA 42+75.30

SCALE: (NOT TO SCALE)

2'2'

PROPOSED 8" CONCRETE PAVEMENT

EXISTING 8" CONCRETE PAVEMENT

8" 4" 12"

4"

10' CROSSWALK

PROPOSED PAVERS

PROPOSED LIGHT POLES

PROPOSED PEDESTRIAN CROSSWALK

PROPOSED TREES

PROPOSED FLASHING BEACON CROSSWALK

SIGNALIZED INTERSECTION

CONSTRUCTION BY OTHERS

PROPOSED CURBED MEDIAN

PROPOSED SIDEWALK

PROPOSED TRAIL

PROPOSED LANE STRIPING (YELLOW)

PROPOSED LANE STRIPING (WHITE)

PROPOSED RETAINING WALL

PROPOSED BACK OF CURB

EXISTING LOT LINE

EXISTING EASEMENT

EXISTING RIGHT-OF-WAY

PROPOSED LIGHT POLES

PROPOSED PEDESTRIAN CROSSWALK

PROPOSED TREES

PROPOSED FLASHING BEACON CROSSWALK

SIGNALIZED INTERSECTION

CONSTRUCTION BY OTHERS

PROPOSED CURBED MEDIAN

PROPOSED SIDEWALK

PROPOSED TRAIL

PROPOSED LANE STRIPING (YELLOW)

PROPOSED LANE STRIPING (WHITE)

PROPOSED RETAINING WALL

PROPOSED BACK OF CURB

EXISTING LOT LINE

EXISTING EASEMENT

EXISTING RIGHT-OF-WAY

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

RIGHT-OF-WAY VARIES

5'EXISTING

EXISTING 36'

OFFSET1'

OFFSET1'

EXISTING 2% SLOPE

2%PROPOSED

1.0%PROPOSED

STATION: STA 62+46.46 - STA 65+26.41SCALE: (NOT TO SCALE)

EXISTING CONCRETE PAVEMENT

BLOCK 1

LOT 1

GRAPEVINE KAWASAKI ADDITION

800 IRA E. WOODS AVE. #101

CRYO NATION

K & TB LLC

BLOCK 1

LOT 18

TOWNE CENTER ADDITION #2

801 IRA E. WOODS AVE.

QUIK-TRIP

KHOURY, MICHEL G REVOC TRUST

BLOCK IR

LOT 1R1B

LIPSCOMB & DANIEL SUBDIVISION

700 W. DALLAS RD.

BREADHAUS

BREAD PROPERTIES, LP

LOT 2

SUBDIVISION

LIPSCOMB & DANIEL

506 W. DALLAS RD.

TRI-J TOOL & FASTENER

REVIS J MASSEY

LOT 4B

SUBDIVISION

LIPSCOMB & DANIEL

204 W. DALLAS RD.

AND SPA

GRAPEVINE POOL

JOHN HOROBEC

LOT 4A

SUBDIVISION

LIPSCOMB & DANIEL

208 W. DALLAS RD.

CITY OF GRAPEVINE

816 S. MAIN RD.

TEXAS STAR DINNER THEATER

KIM MORRIS

BLOCK 1

LOT 1

DALLAS ROAD ADDITION

321 E. DALLAS RD.

SUNBELT RENTALS

CAPITAL REALTY CO LTD

BLOCK 1

LOT 2

ADDITION

PAYTON-WRIGHT II

850 S. DOOLEY ST.

MASCO SERVICE CORPORATION

JEFF MASSEY REAL ESTATE LLC

BLOCK 1

LOT 1

ADDITION

MARSON & STONE

829 S. DOOLEY ST.

SERVICES, INC.

AMERIPRISE FINANCIAL

MORGAN NICHOLS

BLUE HOUSE, LLC

BLOCK 1

LOT 1

SKILES ADDITION

809 S. DOOLEY ST.

WHEAT LUMBER

SKILES FAMILY TRUST

BLOCK 2

LOT 1

SKILES ADDITION605 E. DALLAS RD.T. WILLIAM SKILESTHOMAS M. SKILES

BLOCK 1

LOT 1CONNEL-CAMPBELL ADDITION

617 E. DALLAS RD.AVIS CAR RENTAL

BUDGET TRUCK RENTAL &TUFFLI CO INC ETAL.

TRACT 2Q1, 2Q1A, 2Q2 & 2Q3ABSTRACT 1029

MOORE, ESTHER SURVEY844 E. WALNUT ST.

TICKNOR TERRACE APARTMENTSMAGNOLIA PROJECTS LTD

BLOCK 1

LOT AR

BELLAIRE ADDITION-GRAPEVINE

607 W. DALLAS RD.

PPG PAINTS STORE/GRAPEVINE CROSS FIT

FAB, TEXAS GENERAL PARTNERSHIP TRACT 14A

ABSTRACT 422

SURVEY

DOOLEY, WILLIAM

411 W. DALLAS RD.

GOODYEAR REPAIR

PF CAPITAL IV LLC

TRACT 14C

ABSTRACT 422

SURVEY

DOOLEY, WILLIAM

401 W. DALLAS RD.

AUTO REPAIR

CHRISTIAN'S

GRIGGSHOPE40 LLC

BLOCK 51

LOT 1R

CITY OF GRAPEVINE

213 W. DALLAS RD.

LIBERTY BAIL BONDS

JERRY SMITH

TRACT 18 & 19

ABSTRACT 422

DOOLEY, WILLIAM SURVEY

205 W. DALLAS RD.

JERRY D. SMITH

BLOCK 1

LOT 1

HASTEN ADDITION

909 S. MAIN ST.

925 MAIN, LP

BLOCK 1

LOT 1

PARK ADDITION

SHIA BUSINESS

218 E. DALLAS RD.

MASSAGE

ADVANCED BODYWORK &

PAUL M. SHIA

TRACT 29

ABSTRACT 422

SURVEY

DOOLEY, WILLIAM

235 E. NASH ST.

AUTOMOTIVE REPAIR

JERRY DELONG

JOHNSON

CLIFTON WAY

BLOCK 1

LOT 1R1

M & H ADDITION

316 E. DALLAS RD.

GRAPEVINE

DFW COLLISION CENTER

HOLDINGS LLC

BHA REAL ESTATE

TRACT 33A

ABSTRACT 422

SURVEY

WILLIAM

DOOLEY,

324 E.DALLAS RD.

BODY SHOP

AUTO

RICHARD'S

R O ARGRAVES

BLOCK 1

LOT 1R

GRAPEVINE

HILLTOP ADDITION

906 JEAN ST.

CRAFT BREWERY

GRAPEVINE

PARTNERS LLC

GRAPEVINE BREW

BLOCK 2

LOT 1-RA

GRAPEVINE

HILLTOP ADDITION

404 E. DALLAS RD.

AURA APARTMENTS

TRG AURA GRAPEVINE LLC

LO

T 13

500

DO

OLE

Y

CT.

RO

BIN F

US

SE

LL

BLOCK 1

LOT 11DOOLEY ESTATES ADDITION

LO

T 12

504

DO

OLE

Y

CT.

DA

N

A

WE

ND

EL

N

BLOCK 1

LOT 2

ADDITION

OLD MAIN PLACE

900 S. MAIN ST.

LEGACYTEXAS BANK

FAMILY PARTNERSHIP

JAMES D. GREEN

EXI

STI

NG

RI

GH

T-

OF-

WA

Y

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL DRIVE

SCV

CONCRETE WALK

SCVS

CV

SCV

T

T

CONCRETE WALK

SCV

4" ELM

SCV

SCV

SCV

WV

4" ELM

4" ELM

WV

WV

CONCRETE WALK 4" ELM

4" ELM

CONCRETE WALK

WV

4" ELM

CO

NC

RE

TE

WA

LK

T

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