Culvert Culvert PP 1 - 5 30010 5 72 . 4 2 S Culvert T F P Culvert P P 1 - 6 S Gate Water Stock Pile Culvert Water Water Pool Culvert S S S P P 1 - 7 Gate FP Gate Culvert Gate Culvert Culvert Culvert Ruins Gate P P 1 - 9 T FP Stock Pile Stock Pile Culvert Gate P P 1 - 1 1 Water Gate P P 1 - 1 2 S S T FP P P 1 - 13 L P Water T F P PP 1 - 1 4 Gate T F P Water Water P P 1 - 15 T F P Debris Gate T F P Gate PP 1 - 1 6 T F P TFP/LP Gate PP 1 - 1 7 L P T F P Stock Pile Gate Gate Culvert L P PP 1 - 1 9 L P T F P Satellite Sign Sign Culvert Water Water P P 1 - 20 S Water Water P P 1 - 21 Sign Water P P 1 - 2 2 Stock Pile Debris Debris Debris T FP T F P Gate Gate L P Stock Pile Stock Pile T F P Water Gate PP 1 - 2 3 T FP Gate L P L P Stock Pile TEXAS DEPARTMENT OF TRANSPORTATION FM 16 C 2015 PRELIMINARY DESIGN SCHEMATIC FIRM REGISTRATION NO. F-10098 ARREDONDO, ZEPEDA & BRUNZ, LLC. ENGINEER OF RECORD FOR PERMITTING OR BIDDING IT IS NOT INTENDED FOR REVIEW ONLY. THIS DRAWING IS SUBMITTED NOT FOR CONSTRUCTION PRELIMINARY SCALE NTS TYLER DISTRICT DENNIS R. COOLEY, P.E. DISTRICT ENGINEER 4 MILES WEST OF FM 849 (CR 481) E, TO US 69 IN LINDALE ALONG FM 16 FROM CSJ No. 0522-04-032 FUNCTIONAL CLASSIFICATION = RURAL MAJOR COLLECTOR PROJECT LENGTH = 4.4 MILES 9/11/2015 95878 MIGUEL A. SANCHEZ, P.E. ROADWAY FUNCTIONAL CLASSIFICATION DESIGN SPEED FM 16 MAJOR COLLECTOR - RURAL 60 MPH FM 16 MAJOR COLLECTOR - URBAN 45 MPH LEGEND STM. SWR. T W SD E PBX W G PROPOSED ROW AREA PARCELS PROPOSED SIDEWALK SPECIAL FLOOD HAZARD AREAS PROPOSED ROADWAY PROPOSED LANE DIRECTIONAL INDICATOR EXISTING ROW PROPOSED ROW PROPOSED BRIDGE SIGN POWER POLE GUY ANCHOR TELEPHONE PEDESTAL WATER METER WATER VALVE WING WALL ELECTRIC METER STORM INLET PULL BOX ELECTRIC PEDESTAL SANITARY SEWER MANHOLE GAS METER CONTROL POINT FIRE HYDRANT DATE SUBMITTED 9/11/2015 TXDOT TYLER DISTRICT DISTRICT ENGINEER TXDOT TYLER DISTRICT PLANNING AND DEVELOPMENT DIRECTOR OF TRANSPORTATION EXISTING WATER LINE EXISTING UNDERGROUND CABLE EXISTING OVERHEAD ELEC. POWER LINES EXISTING STORM SEWER 8 . 8 0 . 7 1 . 2 L i n d a l e L i gh t hou s e L I N DA LE C I T Y MA R G A R ET A R LE N E VA LLE Y N O R T H BR A Z I EL MA L L O R Y S TE WA R T HE NRY H U BB A R D TE RE S A HUDS ON HELE N F RANCI S W ATE RS M T S Y L VAN CI RCLE BETT S S O U T H VAN H I LLT O P C OO P E R B ONN I E C L A R A W OOD J OY C E P E RR Y MA N J E FF R I E S ROBY N S PRI NGS A R T HU R H I L L BAKE R HAM RI CK S WEET GU M P I N E L AND M AI N COMM E RCI AL PE ARL E E E W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T 16 L a k e s H i d ea W a y 849 69 Luc k e i b l e B r a n c h H ubb a r d Br S t e v e n s on B r L a k e T o ml i n B r a n c h D a v i s 370 350 360 380 390 400 410 420 430 440 450 460 470 480 490 500 520 530 510 EXIST GROUND AT FM 16 CL PROP FM 16 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 528.58 536.93 526.33 515.04 496.99 480.76 464.97 536.75 526.19 514.98 496.64 480.63 465.18 454.19 350 STRUCTURE #39 NORTHGATE DR. CR 479 CR 436 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 454.19 443.19 442.91 439.94 434.67 419.21 424.62 419.42 389.41 386.76 388.52 386.26 390.15 394.08 419.06 STA = 274+80.00 EL = 441.70' (-) 2 . 60 % 0 . 4 8 % L = 420.00' K = 136 ex = 1.62' STA = 279+00.00 EL = 443.71' 0 . 4 8 % (-) 0 . 64 % STA = 289+50.00 EL = 437.00' ( -) 0 . 64 % (-) 2 . 56 % L = 300.00' K = 157 ex = -0.72' STA = 296+00.00 EL = 420.39' (-) 2 . 56 % 0 . 50 % L = 450.00' K = 147 ex = 1.72' STA = 302+50.00 EL = 423.62' 0 . 50 % (-) 4 . 29 % L = 750.00' K = 157 ex = -4.49' VPC 272+70.00 ' EL. = 447.16 VPT 276+90.00 ' EL. = 442.70 VPC 278+00.00 ' EL. = 443.23 VPT 280+00.00 ' EL. = 443.07 VPC 288+00.00 ' EL. = 437.96 VPT 291+00.00 ' EL. = 433.16 VPC 293+75.00 ' EL. = 426.14 VPT 298+25.00 ' EL. = 421.51 VPC 298+75.00 ' EL. = 421.76 VPT 306+25.00 ' EL. = 407.52 443.12 443.07 439.87 435.40 423.47 421.88 412.39 395.88 392.33 393.30 392.53 392.08 398.25 420.86 VPC 306+50.00 ' EL. = 406.45 L = 520.00' K = 137 ex = 2.47' ( - ) 0 . 50 % (- ) 4 . 29 % VPT 311+70.00 ' EL. = 393.98 STA = 309+10.00 EL = 395.28' STA = 316+00.00 EL = 391.83' VPT 316+75.00 ' EL. = 392.20 ( + ) 0 . 50 % ( -) 0 . 50 % VPC 315+25.00 ' EL. = 392.20 STA = 319+50.00 EL = 393.58' ( + ) 0 . 50 % (-) 0 . 50 % VPC 318+70.00 ' EL. = 393.18 VPT 320+30.00 ' EL. = 393.18 STA = 323+30.00 EL = 391.68' (-) 0 . 50 % ( + ) 0 . 50 % VPC 322+55.00 ' EL. = 392.05 VPT 324+05.00 ' EL. = 392.05 STA = 326+50.00 EL = 393.28' ( + ) 0 . 50 % (-) 0 . 50 % VPC 325+70.00 ' EL. = 392.88 VPT 327+30.00 ' EL. = 392.88 STA = 329+50.00 EL = 391.78' (-) 0 . 50 % ( + ) 0 . 5 7 % VPC 328+75.00 ' EL. = 392.15 VPT 330+25.00 ' EL. = 392.20 STA = 335+70.00 EL = 395.32' ( + ) 0 . 5 7 % ( + ) 5 . 9 4 % L = 750.00' K = 140 ex = 5.04' VPC 331+95.00 ' EL. = 393.17 VPT 339+45.00 ' EL. = 417.60 END STA 314+70 BEG STA 313+30 BRIDGE END STA 325+60 BEG STA 324+40 BRIDGE END STA 332+20 BEG STA 330+80 BRIDGE 6'x4' SBC STA 274+35 18" RCP STA 286+27 6'x4' SBC STA 296+22 24" RCP STA 278+52 36" RCP STA 275+15 L = 200.00' K = 179 ex = 0.28' L = 150.00' K = 150 ex = 0.19' L = 160.00' K = 160 ex = -0.20' L = 150.00' K = 150 ex = 0.19' L = 160.00' K = 160 ex = -0.20' L = 150.00' K = 140 ex = 0.20' CR 438 (EAST) 536.43 STA = 239+00.00 EL = 539.35' 2 . 09 % (-) 2 . 47 % L = 280.00' K = 61 ex = -1.60' STA = 243+50.00 EL = 528.23' (-) 2 . 4 7 % ( - ) 1 . 36 % STA = 248+30.00 EL = 521.71' (- ) 1 . 36 % (- ) 3 . 9 4 % L = 400.00' K = 155 ex = -1.29' STA = 253+20.00 EL = 502.40' (- ) 3 . 9 4 % (- ) 3 . 2 0 % STA = 264+70.00 EL = 465.58' (- ) 3 . 20 % (-) 1 . 87 % STA = 268+00.00 EL = 459.40' (-) 1 . 87 % (-) 2 . 60 % VPC 237+60.00 ' EL. = 536.43 VPT 240+40.00 ' EL. = 535.89 VPC 242+50.00 ' EL. = 530.70 VPT 244+50.00 ' EL. = 526.87 VPC 246+30.00 ' EL. = 524.43 VPT 250+30.00 ' EL. = 513.83 VPC 252+20.00 ' EL. = 506.34 VPT 254+20.00 ' EL. = 499.20 VPC 263+70.00 ' EL. = 468.78 VPT 265+70.00 ' EL. = 463.71 VPC 267+00.00 ' EL. = 461.27 VPT 269+00.00 ' EL. = 456.80 36" RCP STA 244+51 42" RCP STA 266+51 L = 200.00' K = 270 ex = 0.19' L = 200.00' K = 180 ex = -0.28' L = 200.00' K = 150 ex = 0.33' L = 200.00' K = 274 ex = -0.18' 580 570 560 550 540 530 520 510 500 490 480 470 460 450 440 430 420 410 400 POT231+00.00 PC243+26.33 PT249+45.11 PC286+02.42 PT293+26.47 PC319+82.13 PT329+31.84 260 + 0 0 2 3 5 + 0 0 24 0 + 00 245 + 00 25 0 + 00 255 + 00 265 + 00 270 + 00 27 5 + 00 280 + 0 0 2 8 5 + 0 0 290 + 0 0 295 + 00 300 + 00 305 + 0 0 31 0 + 0 0 3 1 5 + 00 320 + 00 325 + 00 330 + 00 335 + 00 34 0 + 0 0 P I S t a 246 + 37 . 37 D L = 618 . 78 ' T = 311 . 04 ' R = 2 , 450 . 00 ' S t a 243 + 26 . 33 PC PT S t a 249 + 45 . 11 P I S t a 28 9 + 67 . 7 6 D L = 7 2 4 . 0 5 ' T = 365 . 3 4 ' R = 2 , 1 9 5 . 0 0 ' S t a 2 86 + 0 2 . 4 2 PC PT S t a 2 93 + 2 6 . 4 7 P I S t a 324 + 64 . 53 D L = 949 . 72 ' T = 482 . 41 ' R = 2 , 195 . 00 ' S t a 319 + 82 . 13 PC PT S t a 329 + 31 . 84 NORTHGATE DR. HUBBARD CREEK STRUCTURE NO. 039 HU BB A R D CR E E K STRUCTURE NO. 17 CR 436 F M 1 6 CR 479 CR 481 CACTUS FLOWER RANCH CSJ 0522-04-032 STA 237+68 BEGIN PROJECT N0. 2 HIDE-A-WAY LAKE SMALL ENGINES, LLC HUBBARD CREEK P R O P R O W E X I S T R O W P R O P R O W E X I S T R O W P R O P R O W P R O P R O W E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W E X I S T R O W E X I S T R O W CR 481(EAST) STA 313+30 BEGIN BRIDGE STA 330+80 BEGIN BRIDGE STA 324+40 BEGIN BRIDGE F M 16 STA 314+70 END BRIDGE STA 325+60 END BRIDGE STA 332+20 END BRIDGE 7 8 37 9 10 11 38 39 12 40 13 41 14 15 16 42 17 18 43 19 20 44 45 46 22 23 24 25 26 47 48 302 304 303 50 51 49 77 306 305 21 PRELIMINARY SUBJECT TO CHANGE ALTERNATIVE NO. 1 N LINDALE 100 200 300 HORIZONTAL GRAPHIC SCALES IN FEET 10 20 30 VERTICAL GRAPHIC SCALES IN FEET CSJ 0522-04-032 STA 469+16 END PROJECT CSJ 0522-04-032 STA 237+68 BEGIN PROJECT POINT IDENTICAL PROPERTY DISPLACEMENT SUMMARY MATCH LINE STA 340+00 FM 16 RURAL ALTERNATIVE 1 315 314 313 307 306 305 304 303 285 283 280 279 274 273 268 267 266 265 262 261 259 258 254 186 181 174 171 170 169 167 166 165 160 159 157 156 154 152 151 147 144 141 140 129 128 127 126 124 123 122 121 119 113 112 111 110 109 108 107 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 REF LOT ELLIOTT JOHN LEWIS & DIANA KAY CAIN MALCOLM BRADLEY & LESLIE GRACE BEGGS & BEGGS CRYSTAL SYSTEMS TEXAS INC SHARP GEORGE LEE HIDE A WAY LAKE CLUB INC HUGHES DAVID & TOMMY TERRY SKEET RANGE CAWTHON JACK ROBERT MCCLEVELAND LARRY WATTS DWAYNE ORCHARD HILLS MANAGEMENT IV LLC FRANKE MURIEL DAWN ORCHARD HILLS MANAGEMENT LLC MISSION STORAGE LLC GODINA RITO & LAURA HERNANDEZ SMITH PATSY & FRANK MOYER RONALD DEAN & EVELYN SUE BRICENO EULOGIO D OCONNER PATRICK W & KATHLEEN D LAW WILLIAM C SR & MELANIE DAWN HOOPER SAMUEL & JOAN GLASSCOCK R C LINDALE ISD FIRST UNITED METHODIST CH OF LINDALE HALL SCOTT D & KATHY G FIRST UNITED METHODIST CH OF LINDALE THOMPSON SARAH JANE COPELAND CAIN LESLIE G & MALCOLM BRADLEY MARTIN SHARON LEE TERRY EARNEST DALE & JOAN LINDALE ISD MARTIN GARY S & KITTY M STAPLES GLENDA ANN VELA JOSE L CAUDLE EDWARD B BASS KAYLA VIANN INGRAM NEATY STAPLES GLENDA ANN ROACH JOSEPH D III GAINES CHRISTOPHER W. & DIANA LINDALE ISD LINDALE ISD PARIS DWIGHT L & FRANCES B WATKINS BONNIE JO & DOUGLAS T NILKANTH LIMITED PARTNERSHIP LINDALE GARDEN HILL APTS INC OWEN DEBRA KATHLEEN LINDALE ISD RINLEE STARLIE RINLEE W C RAINEY LEROY FOSHEE RUFUS D SHARP FARRIS W & GEORGE L EDWARDS BETTY D SHARP GEORGE L & FARRIS W SHARP GEORGE L & FARRIS W RAINEY ANNA COLLINS CHARLES CALIP VALERIE SHARP GEORGE LEE PARIS D LELAND & FRANCES B PARIS D LELAND CAWTHON JACK ROBERT KENNEDY WILLIAM A CROWELL C A & K L LIVING TRUST BEGGS H DALE TRUSTEE CAWTHON BILLY HAMPTON CROWELL C A & K L LIVING TRUST HERNANDEZ KENNETH O & TANJA WAKKINEN JUDY R KENNEDY KELLY SANCHEZ MATILDE & DEBORAH J DAVIS CHARLIE J & M GAIL HOUSING & URBAN DEV SEC OF JOHNSON NORMAN & PATRICIA JOHNSON NORMAN & PATRICIA WARREN KENNETH L ROZEAN ROBERT RANDY McCLENNY MICHAEL E. & LINDA L. BEGGS H DALE TR U/T/A BEGGS H DALE TR U/T/A BEGGS H DALE TRUSTEE BEGGS H DALE TRUSTEE THANE RICHARD I & GABRIELA E ALLEGRETTO NICHOLAS J & KRISTINA M CRYSTAL SYSTEMS INC HIDE-A-WAY LAKE CLUB INC CREMERS FRANCES RENEE CAMPOS LUCIO JR & DANIELLE ORCHARD HILLS MANAGEMENT V LLC ORCHARD HILLS MANAGEMENT V LLC ORCHARD HILLS MANAGEMENT V LLC MISSION STORAGE LLC MOORE GARY L LINDSEY RONALD DEAN LEVY ROY SMITH KELLY & RENEE SMITH KELLY & RENEE GANNAWAY RENEE SMITH KELLY & RENEE HILL SUZANNE & JOSEPH WEISENBERGER EQUITY TRUST COMPANY CUSTODIAN FBO EQUITY TRUST CO CUSTODIAN FBO VOYLES HAROLD G VOYLES HAROLD G FOSHEE FAMILY PARTNERSHIP LP HAWLEY JIMMY D SULLIVAN DONALD MONTGOMERY CHARLES K & MONTGOMERY CHARLES K & LEIST JAMES E LEIST JAMES E CALIP DOROTHY LURETHA THOMPSON GARRY WAYNE CALIP DOROTHY LURETHA HUGHES DAVID & TOMMY TERRY ESTATE ARNOLD SUZANNE GARDNER LAKE HIDE A WAY INC WHIDDON JERRY DON & TINA SHIFLET WILBUR ALLEN ETAL SHIFLET WILBUR A ARNOLD SUZANNE GARDNER SHIFLET WILBUR ALLEN ALLEN JEREMY R & NATALIE L WOOLFORD PETER & KAYLA MILES LARRY LIEBBE WILLIAM H & DONNA I ARNOLD SUZANNE GARDNER THOMPSON SARAH WILLIAMS A. & VIDA C. & CHARLES E. WILLIAMS LORANCE W MOORE JOHN T & JULIE M WALTERS NANCY & DON BROWN DANNY W & KIMBERLY A BETHEA NOEL D & VELINDA D WHITAKER CHARLES C JR & CLAUDIA C 3J2M RANCH LTD HERNANDEZ SAN JUANA DIAZ HERNANDEZ SAN JUANA DIAZ ALEXANDER DONALD & PEGGY F BLANCHARD LAWRENCE A CANNON CECIL EARL ROACH WILLIAM LEE & CHRISTINA V LEE SHARON HOLDER STEVE & MICHELE WILBECK JON & KERRI COLE GERALD D & JUDITH E & PROPERTY OWNER R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION PARKING LOT DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION PARKING LOT PARKING LOT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT DISPLACEMENT DISPLACEMENT R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION DISPLACEMENT DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION DISPLACEMENT DISPLACEMENT DISPLACEMENT DISPLACEMENT DISPLACEMENT DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT DISPLACEMENT DISPLACEMENT DISPLACEMENT DISPLACEMENT DISPLACEMENT R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION DISPLACEMENT R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. ACQUISITION R.O.W. 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ACQUISITION TYPE OF IMPACT e y a W L k a d i H e A H i d e A W a y L a k e y a W L e k a d i H e A H i d e A W a y e k a L 2% FM 16 2% LANE 12' LANE 12' EXIST ROW EXIST ROW [ FM 16 70' ROW EXIST STA 453+50 TO EXIST STA 468+74 SHLDR 2' SHLDR 2' SURF TREAT & ACP VARIABLE DEPTH 2% 4 : 1 4 : 1 FM 16 2% LANE 12' LANE 12' EXIST ROW EXIST ROW [ FM 16 70' ROW EXIST STA 237+68 TO EXIST STA 453+50 SHLDR 2' SHLDR 2' SURF TREAT & ACP VARIABLE DEPTH LANE 14' EXISTING URBAN TYPICAL SECTION EXISTING RURAL TYPICAL SECTION ** ** ** VARIES STA 463+00 TO 469+00 (HEAD-IN PARKING) PROPOSED TYPICAL SECTION 6 : 1 U S UA L 6 : 1 U S UA L PGL LANE 12' C FM 16 LANE 12' LANE 12' LANE 12' 2% 2% TWLTL 14' PROP ROW PROP ROW SHLDR SHLDR EXIST ROW EXIST ROW STA 261+00 TO STA 435+50 RURAL SECTION ALTERNATIVE 1 10' 10' 70' EXIST ROW 35' MIN - 105' MAX PROP ROW VARIES (170' MIN - 300' MAX) VARIES (100' - 160') VARIES (70' - 140') 65' MIN - 125' MAX PROP ROW MEDIAN OR FLUSH 4 : 1 U S U A L CLEAR ZONE 30' CLEAR ZONE 30' 4 : 1 U S UA L GROUND EXIST L LANE 12' LANE 12' 2% EXISTING ROW 2% EXISTING ROW LT TURN 14' LANE LANE 12' LANE 12' 5' 5' PROP ROW PROP ROW 50' 50' 15' 15' PROP ROW 100' (TYP) 5' 5' LANE 12' 2% 2% PARKING 12' BUILDING EXISTING BUILDING EXISTING LANE 12' (PARALLEL) LANE 14' BIKE 6' TURN 12' SDWLK 5' 11' STA 465+50 TO STA 468+62 PROPOSED URBAN FM 16 TYPICAL SECTION LANE SDWLK BIKE BIKE SDWLK 2% 2' 2' 2' 2' 7' 7' 2' 4' EXIST ROW EXIST ROW SDWLK BIKE 6' 70' EXIST ROW ** STA 462+10 TO STA 465+50 (EXIST ROW=100') STA 435+50 TO STA 465+50 URBAN TYPICAL SECTION: PROPOSED URBAN FM 16 TYPICAL SECTION AT US 69 ** BUILDING TO BUILDING 100' EXIST ROW
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Culvert
Culvert
PP
1-5
30010
572.42
S
Culvert
TFP
Culvert
PP
1-6
S
Gate
Water
Stock Pile
Culvert
Water
Water
Pool
Culvert
SS
S
PP
1-7
Gate
FP
Gate
Culvert
Gate
Culvert
Culvert
Culvert
Ruins
Gate PP
1-9
TFP
Stock Pile
Stock Pile
Culvert
Gate
PP
1-11
Water
Gate
PP
1-12
S
S
TFP
PP
1-13
LP
Water
TFP
PP
1-14
Gate
TFP
Water
Water
PP
1-15
TFP
Debris
Gate
TFP
Gate
PP
1-16
TFP
TFP/LP
Gate
PP
1-17
LP
TFP
Stock Pile
Gate
Gate
Culvert
LP
PP
1-19
LP
TFP
Satellite
Sign
Sign
Culvert
Water
Water
PP
1-20
S
Water
Water
PP
1-21
Sign
Water
PP
1-22
Stock Pile
Debris
Debris
Debris
TFP
TFP
Gate
Gate
LP
Stock Pile
Stock Pile
TFP
Water
Gate
PP
1-23
TFP
Gate
LP
LP
Stock Pile
TEXAS DEPARTMENT OF TRANSPORTATION
FM 16
C 2015
PRELIMINARY DESIGN SCHEMATIC
FIRM REGISTRATION NO. F-10098
ARREDONDO, ZEPEDA & BRUNZ, LLC.
ENGINEER OF RECORDFOR PERMITTING OR BIDDING
IT IS NOT INTENDEDFOR REVIEW ONLY.
THIS DRAWING IS SUBMITTEDNOT FOR CONSTRUCTION
PRELIMINARY
SCALE
NTS
TYLER DISTRICTDENNIS R. COOLEY, P.E. DISTRICT ENGINEER
4 MILES WEST OF FM 849 (CR 481) E, TO US 69 IN LINDALE
ALONG FM 16 FROM
CSJ No. 0522-04-032
FUNCTIONAL CLASSIFICATION = RURAL MAJOR COLLECTOR
PROJECT LENGTH = 4.4 MILES
9/11/201595878
MIGUEL A. SANCHEZ, P.E.
ROADWAY FUNCTIONAL CLASSIFICATION DESIGN SPEED
FM 16 MAJOR COLLECTOR - RURAL 60 MPH
FM 16 MAJOR COLLECTOR - URBAN 45 MPH
LEGEND
STM. SWR.
T
W
SD
E
PBX
W
G
PROPOSED ROW AREA
PARCELS
PROPOSED SIDEWALK
SPECIAL FLOOD HAZARD AREAS
PROPOSED ROADWAY
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING ROW
PROPOSED ROW
PROPOSED BRIDGE
SIGN
POWER POLE
GUY ANCHOR
TELEPHONE PEDESTAL
WATER METER
WATER VALVE
WING WALL
ELECTRIC METER
STORM INLET
PULL BOX
ELECTRIC PEDESTAL
SANITARY SEWER MANHOLE
GAS METER
CONTROL POINT
FIRE HYDRANT
DATE SUBMITTED
9/11/2015
TXDOT TYLER DISTRICTDISTRICT ENGINEER
TXDOT TYLER DISTRICTPLANNING AND DEVELOPMENTDIRECTOR OF TRANSPORTATION