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  • EXISTING ROW - Keep It Moving Dallas...fm 148 :40 mph spur 557 eb ramp :45 mph adt(2010) = 16000 adt(2030) = 23300 june 2011 serial no. 61759 june 2011 serial no. 61759 june 2011 proposed
1
FUNCTIONAL CLASSIFICATION: DESIGN SPEED LOCATION MAP DESIGN SCHEMATIC G:\2449-J&B_I20-Terrell\SCHEMATIC\2449schmFM148.dgn 10:29:33 AM WILLIAM L. HALE, P.E. DISTRICT ENGINEER KAUFMAN COUNTY Oakland Cemetery Southwest Christian College Oakwood Cemetery TERRELL CITY LIMIT Cem Breezy Hill Park Brushy Creek New Oakwood Cemetery (UP) Terry Creek 20 80 80 148 TERRELL Pop 12.490 557 557 80 N 557 20 SCALE: NTS 2578 34 DESIGN SPEED LOCATION MAP DESIGN SCHEMATIC WILLIAM L. HALE, P.E. DISTRICT ENGINEER KAUFMAN COUNTY Oakland Cemetery Southwest Christian College Oakwood Cemetery TERRELL CITY LIMIT Cem Breezy Hill Park Brushy Creek Little New Oakwood Cemetery (UP) Terry Creek 20 80 80 148 148 TERRELL Pop 12.490 557 557 80 N 557 20 SCALE: NTS 2578 34 BEGIN PROJECT CSJ: 0751-01-044 END PROJECT CSJ: 0751-01-044 BEGIN PROJECT CSJ: 0751-01-044 END PROJECT CSJ: 0751-01-044 NET LENGTH OF PROJECT: 0.659 MILE FUNCTIONAL CLASSIFICATION: CSJ: 0751-01-044 FM 148 WIDEN EXISTING 2 LANE FACILITY TO 4 LANES NET LENGTH OF PROJECT: 0.659 MILE CSJ: 0751-01-044 FM 148 WIDEN EXISTING 2 LANE FACILITY TO 4 LANES FROM: IH 20 TO: SPUR 557 FROM: IH 20 TO: SPUR 557 Little 148 0 SCALE IN FEET 100 200 150 0 SCALE IN FEET 5 10 15 20 HORIZONTAL VERTICAL 50 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW. IT IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PREPARED BY: CIVIL ASSOCIATES, INC. C 2011 BY TEXAS DEPARTMENT OF TRANSPORTATION, ALL RIGHTS RESERVED KENNETH E. GOTTLEABER, P.E. C 2011 BY TEXAS DEPARTMENT OF TRANSPORTATION, ALL RIGHTS RESERVED PREPARED BY: CIVIL ASSOCIATES, INC. KENNETH E. GOTTLEABER, P.E. DEPARTMENT OF TRANSPORTATION STATE OF TEXAS DALLAS DISTRICT DEPARTMENT OF TRANSPORTATION STATE OF TEXAS DALLAS DISTRICT URBAN COLLECTOR STREET G:\2449-J&B_I20-Terrell\SCHEMATIC\2449schmFM148.dgn 10:29:33 AM 6/17/2011 ROLL 1 OF 1 ROLL 1 OF 1 TBPE REG NO. F-6981 TBPE REG NO. F-6981 LEGEND EXISTING ROW EXISTING ACCESS CONTROL PROPOSED ACCESS CONTROL PRPOPOSED ROW URBAN COLLECTOR STREET 205 205 JUNE 2011 FM 148 :40 MPH SPUR 557 EB RAMP :45 MPH ADT(2010) = 16000 ADT(2030) = 23300 FM 148 :40 MPH SPUR 557 EB RAMP :45 MPH ADT(2010) = 16000 ADT(2030) = 23300 JUNE 2011 SERIAL NO. 61759 JUNE 2011 SERIAL NO. 61759 JUNE 2011 PROPOSED FM 148 PROPOSED 5’ SIDEWALK C IH 20 L BEGIN PROJECT CSJ: 0751-01-044 C FM 148 STA 114+79.00 MATCH EXIST. PVMT EL=470.57 L END PROJECT CSJ: 0751-01-044 C FM 148 VPT STA 149+60.00 MATCH EXIST. PVMT EL=506.16 L C SPUR 557 EB RAMP L STA = 117+00.00 EL = 472.78’ (+)1.0000 % (+)0.3106 % L = 350.00’ K = 508 ex = -0.30’ STA = 128+50.00 EL = 476.35’ (+)0.3106 % (+)1.8726 % L = 650.00’ K = 416 ex = 1.27’ STA = 137+00.00 EL = 492.27’ (+)1.8726 % (-)0.1040 % L = 500.00’ K = 253 ex = -1.24’ STA = 145+50.00 EL = 491.38’ (-)0.1040 % (+)3.8837 % L = 300.00’ K = 75 ex = 1.50’ STA = 149+10.00 EL = 505.36’ (+)3.8837 % (+)1.5925 % L = 100.00’ K = 44 ex = -0.29’ VPC 115+25.00 EL. = 471.03 ’ VPT 118+75.00 EL. = 473.32 ’ VPT 131+75.00 EL. = 482.44 ’ VPC 134+50.00 EL. = 487.58 ’ VPT 139+50.00 EL. = 492.01 ’ VPC 144+00.00 EL. = 491.54 ’ VPT 147+00.00 EL. = 497.21 ’ VPC 148+60.00 EL. = 503.42 ’ 115+00 120+00 125+00 130+00 135+00 140+00 145+00 469.0 469.8 469.3 470.8 471.5 472.0 472.6 472.9 473.4 473.8 474.0 474.2 474.6 475.0 475.6 476.2 477.0 478.2 479.5 481.0 482.7 484.5 486.5 488.3 489.8 490.9 491.5 491.8 491.7 491.6 491.6 491.5 491.4 491.9 493.7 497.1 501.1 504.8 506.9 470.78 471.72 472.48 473.03 473.40 473.71 474.02 474.33 474.64 474.95 475.26 475.64 476.25 477.10 478.19 479.53 481.10 482.90 484.78 486.65 488.47 489.95 491.03 491.72 492.01 491.95 491.85 491.75 491.64 491.54 492.10 493.99 497.21 501.09 504.79 L LANE LANE C FM 148 PROPOSED TYPICAL SECTION - FM 148 (NTS) LEFT TURN LANE 12’-0" 12’-0" 13’-0" 13’-0" PGL MATCH EXIST. SLOPE MATCH EXIST. SLOPE EXIST. PAVEMENT EXIST. PAVEMENT VARIES 0’ TO 14’ VARIES 10’ TO 2’ SHLDR VARIES 1’ TO 7’ WIDENING VARIES 1’ TO 28’ WIDENING VARIES 2’ TO 10’ SHLDR LANE 0’-12’ 3:1 MAX 3:1 MAX [ FM 148 STA 145+65.05 TO STA 149+60 L LANE LANE C FM 148 PROPOSED TYPICAL SECTION - FM 148 (NTS) LEFT TURN LANE L C FM 148 STA 121+36.64 TO STA 127+38.89 12’-0" 12’-0" 14’-0" 12’-0" 22’-0" 22’-0" WIDENING 10’-0" PGL MATCH EXIST. SLOPE MATCH EXIST. SLOPE WIDENING 10’-0" EXIST. PAVEMENT EXIST. PAVEMENT 10’-0" PER AS-BUILT PER AS-BUILT 10’-0" BACKFILL MATERIAL EXIST. BRIDGE COLUMN 2:1 4:1 1:1 PROP 2-3’x2’BC 4:1 SHOULDER (SHARED BIKE) 14’-0" SHOULDER (SHARED BIKE) EXIST. CONCRETE RIPRAP EXIST. BRIDGE COLUMN 5’ SDWK EXIST. CONCRETE RIPRAP 5’ SDWK LANE LANE [ FM 148 PROPOSED TYPICAL SECTION - FM 148 (NTS) PGL 12’-0" 12’-0" MATCH EXIST. SLOPE MATCH EXIST. SLOPE 22’-0" 22’-0" EXIST. PAVEMENT EXIST. PAVEMENT 8’-0" LANE 14’-0" SHLDR 14’-0" LEFT TURN LN 19’-0" WIDENING 19’-0" WIDENING 70’ 70’ [ FM 148 STA 127+38.89 TO STA 145+65.05 3:1 MAX 3:1 MAX 3:1 EXIST. ROW EXIST. ROW LANE 14’-0" 8’-0" SHLDR NOTE: BICYCLE TRAFFIC WILL BE ACCOMMODATED WITH 14’ WIDE OUTSIDE JOINT LANES AND AN 8’ PAVED SHOULDER. ADA COMPLIANT SIDEWALKS ARE PLANNED IN THE FUTURE ALONG THIS PROJECT IN ACCORDANCE WITH CITY OF TERRELL GOVERNING SIDEWALK POLICIES FOR RESIDENTIAL AND COMMERCIAL DEVELOPMENT THAT WILL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF STATE AND FEDERAL PEDESTRIAN ACCOMMODATIONS POLICIES. 5’ 5’ SIDEWALK SEE NOTE. 5’ 5’ SIDEWALK SEE NOTE. L 10’ 10’ LANE LANE 4:1 USUAL C FM 148 L PROPOSED TYPICAL SECTION - FM 148 (NTS) 3:1 MAX C FM 148 STA 114+79 TO STA 121+36.64 4:1 USUAL 3:1 MAX WIDENING VARIES 0’ TO 6’ WIDENING VARIES 0’ TO 6’ MEDIAN VARIES 0’ TO 12’ 1 1 PGL 12’-0" 12’-0" MATCH EXIST. SLOPE MATCH EXIST. SLOPE 22’-0" 22’-0" VARIES (100’ MINIMUM) - MEDIAN VARIES 0’ TO 12’ FROM STA 115+63.40 TO STA 120+65.33 EXIST. PAVEMENT EXIST. PAVEMENT EXIST. ROW EXIST. ROW 1140+00 1145+00 1150+00 1155+00 1160+00 10+00 15+00 10+00 15+00 S 85%%d 47’ 33.21" E S 85%%d 47’ 33.21" E N 43%%d 31’ 43.83" E N 63%%d 09’ 34.67" E N 43%%d 04’ 28.11" E N 44%%d 08’ 57.13" E N 47%%d 00’ 13.49" E POT 107+00.00 PC 108+37.08 110+00 PT 113+27.85 115+00 PC 115+63.40 120+00 PT 120+65.53 125+00 130+00 135+00 POT 136+08.90 140+00 PC 144+31.76 145+00 PT 145+26.91 PC 147+09.21 150+00 PT 150+05.63 POT 150+93.31 N 41%%d 04’ 31.34" E * * S 88%%d 44’ 17.62" E S 82%%d 31’ 06.65" E S 85%%d 47’ 33.21" E 100+00 105+00 110+00 115+00 FUEL CENTER VAN Culvert Gate Gate Guard Rails Guard Rails Riprap Riprap Riprap Riprap Culvert Culvert Outlet Approx Culvert Culvert Dense Woods Culvert Gate Culvert Culvert Concrete Drain Concrete Drain Guard Rails Guard Rails LP Culvert Gate Culvert Inlet Outlet PP BOX TELE BOX TELE PP TELE BOX GUARDRAIL GUARDRAIL EXISTING BARBWIRE FENCE TELE BOX EXISTING ASPHALT ROAD PP PP PP PP FH PP FH FH FH FH FH CONC. EXISTING ASPHALT ROAD SIGN EX. 6" FORCE MAIN WV WV WV WV WV WV WM WM WV WV EX. 6" FORCE MAIN EX. 16" WATER FH FH FH FH FH PP PP PP PP EXISTING BARBWIRE FENCE EXISTING ASPHALT ROAD EXISTING ASPHALT ROAD EXISTING ASPHALT ROAD PP PP PP PP PP CONC. GUARDRAIL GUARDRAIL EX. 6" FORCE MAIN EX. 16"W EX. 6" FORCE MAIN EX. 16"W EX. 6" FORCE MAIN EX. 16"W EX. 16"W EX. 6" FORCE MAIN EX. 6" FORCE MAIN EXISTING ASPHALT ROAD PP TELE BOX TELE BOX TELE BOX EXISTING ASPHALT ROAD 20" SLEEVE 20" SLEEVE FH EX. 12" W EX. 8"W EX. 8"W FH PP GUARDRAIL GUARDRAIL I.H. 20 I.H. 20 12,700 (18,600) [21,100] 2,600 (3,800) [4,400] 5,100 (7,500) [8,600] 2,400 (3,500) [4,000] 2,000 (2,900) [3,300] 2,000 (2,900) [3,300] 800 (1,100) [1,200] 2,400 (3,500) [4,000] 4,500 (6,600) [7,500] 12,700 (18,600) [21,100] 3,200 (4,600) [5,200] 12,600 (18,500) [20,900] 12,600 (18,500) [20,900] 3,400 (4,900) [5,600] 2,000 (2,900) [3,300] 1,500 (2,100) [2,400] 1,400 (2,000) [2,300] 5,900 (8,600) [9,800] 6,700 (9,800) [11,200] 800 (1,200) [1,400] 1,400 (2,000) [2,300] 1,200 (1,700) [1,900] 1,900 (2,800) [3,100] 3,100 (4,500) [5,000] NEW ROAD 6,300 (9,200) [10,500] 2,300 (3,400) [3,800] 1,100 (1,600) [1,800] 1,800 (2,600) [3,000] 2,100 (3,100) [3,500] 1,400 (2,100) [2,300] 1,600 (2,300) [2,600] 2,500 (3,500) [4,000] 2,200 (3,200) [3,700] 5,200 (7,600) [8,600] 2,000 (2,900) [3,300] 2,800 (4,000) [4,500] 5,800 (8,400) [9,600] 2,500 (3,700) [4,200] 1,500 (2,200) [2,400] 5,100 (7,500) [8,600] PROPOSED PRIVATE RD. PROPOSED PRIVATE RD. F.M.148 SPUR 557 F.M.148 3,100 (4,500) [5,100] 2,000 (2,900) [3,300] 5,200 (7,600) [8,600] 2,700 (4,000) [4,500] 4,900 (7,200) [8,200] 1,100 (1,600) [1,800] 3,600 (5,300) [5,900] 1,700 (2,500) [2,800] 3,500 (5,100) [5,700] 1,600 (2,300) [2,600] 600 (900) [1,100] 1,500 (2,100) [2,400] 600 (900) [1,000] 14,400 (21,100) [23,800] 300 (500) [600] F.M.148 SHLDR SHLDR EXISTING TYPICAL SECTION - FM 148 [ FM 148 STA 114+79.00 TO STA 149+60.00 (NTS) [ EXIST. FM 148 3/16 "/FT 3/16 "/FT 140’ 10’-0" 10’-0" 12’-0" 12’-0" LANE LANE 6:1 (EXIST.) 6:1 (EXIST.) EXIST. ROW EXIST. ROW (NTS) EXISTING TYPICAL SECTION - IH 20 RAMPS 24’ EXIST PAVEMENT MILL & RESURFACE 6’ 14’ 2’ 1’ 1’ 484.4 486.1 488.8 491.1 493.0 492.5 494.3 BEGIN PROJECT CSJ: 0751-01-044 C SPUR 557 EB RAMP STA 10+80.00 MATCH EXIST. PVMT EL=485.67’ L C FM 148 STA. 145+65.05 L VPI 14+00.39 EL. = 493.18’ STA = 11+30.00 EL = 486.91’ (+)2.4883 % (+)2.8000 % L = 100.00’ K = 321 ex = 0.04’ STA = 13+00.00 EL = 491.67’ (+)2.8000 % (+)1.5000 % L = 100.00’ K = 77 ex = -0.16’ STA = 15+10.00 EL = 492.63’ (-)0.5000 % L = 190.00’ K = 82 ex = 0.55’ 486.17 488.87 491.51 493.17 493.12 10+00 15+00 END PROJECT CSJ: 0751-01-044 C SPUR 557 EB RAMP STA 16+10.00 MATCH EXIST. PVMT EL=494.46’ L 494.28 (+)1.8265 % VPT 11+80.00 EL. = 488.31’ VPC 12+50.00 EL. = 490.27’ VPT 13+50.00 EL. = 492.42’ VPC 14+15.00 EL. = 493.11’ VPT 16+05.00 EL. = 494.37’ N LITTLE BRUSHY CREEK 450 460 470 PROP. ELEV. EXIST. ELEV. R=150’ R=30’ R=30’ R=30’ R=30’ R=75’ R=75’ R=50’ R=30’ R=15’ 26’ R=55’ R=10’ R=40’ 12’ 12’ 28’ 26’ 26’ 450 460 470 480 490 510 500 PI STATION DELTA DEGREE OF CURVE = 4%%d 00’ 00.00" TANGENT LENGTH RADIUS PC STATION PT STATION = 110+84.90 = 19%%d 37’ 50.83" (RT) = 247.81 = 490.77 = 1,432.39 = 108+37.08 = 113+27.85 CURVE FM148-1 PI STATION DELTA DEGREE OF CURVE = 4%%d 00’ 00.00" TANGENT LENGTH RADIUS PC STATION PT STATION = 118+17.07 = 20%%d 05’ 06.56" (LT) = 253.67 = 502.13 = 1,432.39 = 115+63.40 = 120+65.53 PI STATION DEGREE OF CURVE = 3%%d 00’ 00.00" TANGENT LENGTH RADIUS PC STATION PT STATION = 144+79.34 = 2%%d 51’ 16.36" (RT) = 47.59 = 95.15 = 1,909.86 = 144+31.76 = 145+26.91 DELTA CURVE FM148-2 CURVE FM148-3 CURVE FM148-1 CURVE FM148-2 CURVE FM148-4 CURVE FM148-3 EXISTING 36" RCP R=7.5’ 12’ 12’ 35’ FM 148 CR 305 WB SPUR 557 EB SPUR 557 EXIST ROW EXIST ROW EXIST ROW WB IH 20 EB IH 20 R=30’ R=30’ R=15’ R=15’ 14’ R=15’ C FM 148 L B IH 20 WBFR L IH 20 WBFR 70’ 70’ EXIST GROUND 12’ 12’ CURVE FM148-4 PI STATION = 148+57.55 DELTA = 5%%d 55’ 42.15" (LT) DEGREE OF CURVE = 2%%d 00’ 00.00" TANGENT = 148.34 LENGTH = 296.42 RADIUS = 2,864.79 PC STATION = 147+09.21 PT STATION = 150+05.63 R=30’ R=30’ 24’ 6’ 12’ 12’ 10’ 48’ 14’ 12’ 10’ 235’ EXIST ROW EXIST ROW 14’ 14’ 255 TERRELL, LP 255 TERRELL, LP BEYER ADDITION NOORANI ABDUL RASHID & DAR ENTERPRISES, LLC L BEGIN PROJECT CSJ: 0751-01-044 C FM 148 STA 114+79.00 L END PROJECT CSJ: 0751-01-044 C FM 148 STA 149+60.00 300’ 50’ C IH 20 L C FM 148 STA 121+36.64= B IH 20 EB RAMP STA 14+95.35 L L B IH 20 EB RAMP L C FM 148 STA 124+69.42= C IH 20 STA 1144+15.76 L L L L C SPUR 557 EB RAMP L 2’ 16.5’ MIN 16.5’ MIN B IH 20 WBFR L C FM 148 L STATE OF TEXAS 10’ 10’ TERRELL MARKET CENTER, LTD C FM 148 STA 145+65.05= C SPUR 557 EB RAMP STA 14+00.39 +00 MATCH EXIST X-SLOPE +85 MATCH EXIST X-SLOPE +79 MATCH EXIST X-SLOPE +49 MATCH EXIST X-SLOPE +95 MATCH EXIST X-SLOPE +36 MATCH EXIST X-SLOPE +60 MATCH EXIST X-SLOPE EB IH 20 WB IH 20 SPUR 557 EB RAMP IH 20 EB RAMP STATE OF TEXAS STATE OF TEXAS PROP 2-12"X160’ CMP 480 490 500 480 490 500 PROPOSED SPUR 557 EB RAMP PROPOSED FM 148 PROPOSED PUBLIC RD. C FM 148 STA 136+44.37 L PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING TRAFFIC DATA LEGEND XXX-2010 ADT (XXX)-2030 ADT [XXX]-2040 ADT 8’ 12’ 8’ 12’ 8’ 8’ CSJ: 0751-01-044 C SPUR 557 EB RAMP STA 10+80.00 L FUTURE C FM 148 STA 127+38.03= FUTURE B IH 20 WBFR STA 100+99.78 L L B IH 20 WBFR L FUTURE STA 99+49.88 PROP 2-3’x2’x480’ BC B IH 20 EB RAMP L STA 13+55.79 B IH 20 EB RAMP L STA 16+40.80 14’ 14’ PROPOSED PUBLIC RD. CONVENIENCE STORE CSJ: 0751-01-044 C SPUR 557 EB RAMP STA 16+10.00 L 160’DECELERATION 160’DECELERATION 100’STORAGE 160’DECELERATION 160’DECELERATION 160’DECELERATION 100’STORAGE 160’DECELERATION 160’DECELERATION 117.5’ 40’STORAGE 40’STORAGE 40’STORAGE 40’STORAGE 70’STORAGE 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK 5’SIDEWALK

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Page 1: EXISTING ROW - Keep It Moving Dallas...fm 148 :40 mph spur 557 eb ramp :45 mph adt(2010) = 16000 adt(2030) = 23300 june 2011 serial no. 61759 june 2011 serial no. 61759 june 2011 proposed

FUNCTIONAL CLASSIFICATION:

DESIGN SPEED

LOCATION MAP

DESIGN SCHEMATIC

G:\2449-J&B_I20-Terrell\SCHEMATIC\2449schmFM148.dgn

10:29:33 AM

WILLIAM L. HALE, P.E.

DISTRICT ENGINEER

KAUFMAN COUNTY

Oakland

Cemetery

Southwest

Christian

College

Oakwood

Cemetery

TE

RR

EL

L

CIT

Y

LIMIT

Cem

Breezy

HillPark

Brushy

Cre

ek

New

Oakwood

Cemetery

(UP)

Terry C

reek

20

80

80

148

TERRELLPop 12.490

557

557

80

N

557

20

SCALE: NTS

2578

34

DESIGN SPEED

LOCATION MAP

DESIGN SCHEMATIC

WILLIAM L. HALE, P.E.

DISTRICT ENGINEER

KAUFMAN COUNTY

Oakland

Cemetery

Southwest

Christian

College

Oakwood

Cemetery

TE

RR

EL

L

CIT

Y

LIMIT

Cem

Breezy

HillPark

Brushy

Cre

ek

Lit

tle

New

Oakwood

Cemetery

(UP)

Terry C

reek

20

80

80

148

148

TERRELLPop 12.490

557

557

80

N

557

20

SCALE: NTS

2578

34

BEGIN PROJECTCSJ: 0751-01-044 END PROJECT

CSJ: 0751-01-044

BEGIN PROJECTCSJ: 0751-01-044 END PROJECT

CSJ: 0751-01-044

NET LENGTH OF PROJECT: 0.659 MILE

FUNCTIONAL CLASSIFICATION:

CSJ: 0751-01-044

FM 148WIDEN EXISTING 2 LANE

FACILITY TO 4 LANES

NET LENGTH OF PROJECT: 0.659 MILE

CSJ: 0751-01-044

FM 148WIDEN EXISTING 2 LANE

FACILITY TO 4 LANES

FROM: IH 20

TO: SPUR 557

FROM: IH 20

TO: SPUR 557

Lit

tle

148

0

SCALE IN FEET

100 200150

0

SCALE IN FEET

5 10 15 20

HORIZONTAL

VERTICAL

50

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF REVIEW.

IT IS NOT INTENDED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

PREPARED BY:

CIVIL ASSOCIATES, INC.

C 2011 BY TEXAS DEPARTMENT OF TRANSPORTATION,

ALL RIGHTS RESERVED

KENNETH E. GOTTLEABER, P.E.

C 2011 BY TEXAS DEPARTMENT OF TRANSPORTATION,

ALL RIGHTS RESERVED

PREPARED BY:

CIVIL ASSOCIATES, INC.

KENNETH E. GOTTLEABER, P.E.

DEPARTMENT OF TRANSPORTATION

STATE OF TEXAS

DALLAS DISTRICTDEPARTMENT OF TRANSPORTATION

STATE OF TEXAS

DALLAS DISTRICT

URBAN COLLECTOR STREET

G:\

24

49

-J&

B_

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0-T

errell

\SC

HE

MA

TIC

\24

49

sch

mF

M1

48

.dg

n

10

:29

:33

AM

6/17/2011 ROLL 1 OF 1 ROLL 1 OF 1

TBPE REG NO. F-6981 TBPE REG NO. F-6981

LEGEND

EXISTING ROW

EXISTING ACCESS CONTROL

PROPOSED ACCESS CONTROL

PRPOPOSED ROW

URBAN COLLECTOR STREET

205205

JUNE 2011

FM 148 :40 MPH

SPUR 557 EB RAMP :45 MPH

ADT(2010) = 16000

ADT(2030) = 23300

FM 148 :40 MPH

SPUR 557 EB RAMP :45 MPH

ADT(2010) = 16000

ADT(2030) = 23300

JUNE 2011

SERIAL NO. 61759

JUNE 2011

SERIAL NO. 61759

JUNE 2011

PROPOSED FM 148

PROPOSED 5’ SIDEWALK

C I

H 2

0L

BE

GIN

PR

OJE

CT

CS

J: 0

751-01-044

C F

M 1

48

ST

A 1

14

+7

9.0

0

MA

TC

H E

XIS

T. P

VM

T

EL

=470.5

7

L

EN

D P

RO

JE

CT

CS

J: 0

751-01-044

C F

M 1

48

VP

T S

TA

149+

60.0

0

MA

TC

H E

XIS

T. P

VM

T

EL

=506.1

6

L

C S

PU

R 5

57 E

B R

AM

PL

STA = 117+00.00

EL = 472.78’

(+)1.0000 %(+)0.3106 %

L = 350.00’

K = 508

ex = -0.30’

STA = 128+50.00

EL = 476.35’

(+)0.3106 %(+)1.8726 %

L = 650.00’

K = 416

ex = 1.27’

STA = 137+00.00

EL = 492.27’

(+)1.8726 %

(-)0.1040 %

L = 500.00’

K = 253

ex = -1.24’

STA = 145+50.00

EL = 491.38’

(-)0.1040 %

(+)3.8837 %

L = 300.00’

K = 75

ex = 1.50’

STA = 149+10.00

EL = 505.36’

(+)3.8837 %

(+)1.5925 %

L = 100.00’

K = 44

ex = -0.29’

VP

C 1

15+

25.0

0 E

L. =

471.0

3 ’

VP

T 1

18+

75.0

0 E

L. =

473.3

2 ’

VP

T 1

31+

75.0

0 E

L. =

482.4

4 ’

VP

C 1

34+

50.0

0 E

L. =

487.5

8 ’

VP

T 1

39

+5

0.0

0 E

L.

= 4

92

.01

’

VP

C 1

44

+0

0.0

0 E

L.

= 4

91

.54

’

VP

T 1

47

+0

0.0

0 E

L.

= 4

97

.21

’

VP

C 1

48

+6

0.0

0 E

L.

= 5

03

.42

’

115+00 120+00 125+00 130+00 135+00 140+00 145+00

469.0

46

9.8

46

9.3

47

0.8

47

1.5

472.0

472.6

472.9

473.4

47

3.8

474.0

47

4.2

474.6

475.0

475.6

47

6.2

477.0

47

8.2

47

9.5

481.0

482.7

48

4.5

48

6.5

48

8.3

48

9.8

490.9

49

1.5

49

1.8

491.7

491.6

491.6

49

1.5

491.4

491.9

493.7

49

7.1

50

1.1

50

4.8

506.9

47

0.7

8

47

1.7

2

472.4

8

47

3.0

3

47

3.4

0

47

3.7

1

47

4.0

2

474.3

3

47

4.6

4

47

4.9

5

47

5.2

6

47

5.6

4

47

6.2

5

47

7.1

0

47

8.1

9

47

9.5

3

481.1

0

482.9

0

484.7

8

486.6

5

488.4

7

489.9

5

491.0

3

49

1.7

2

492.0

1

491.9

5

491.8

5

49

1.7

5

491.6

4

49

1.5

4

492.1

0

493.9

9

49

7.2

1

50

1.0

9

50

4.7

9

L

LANE LANE

C FM 148

PROPOSED TYPICAL SECTION - FM 148

(NTS)

LEFT

TURN LANE

12’-0"12’-0"

13’-0" 13’-0"

PGL

MATCH

EXIST. SLOPE

MATCH

EXIST. SLOPE

EXIST. PAVEMENT EXIST. PAVEMENT

VARIES

0’ TO 14’

VARIES

10’ TO 2’

SHLDR

VARIES

1’ TO 7’

WIDENING

VARIES

1’ TO 28’

WIDENING

VARIES

2’ TO 10’

SHLDRLANE

0’-12’

3:1 MAX3:1 MAX

[ FM 148 STA 145+65.05 TO STA 149+60

L

LANE LANE

C FM 148

PROPOSED TYPICAL SECTION - FM 148

(NTS)

LEFT

TURN LANE

LC FM 148 STA 121+36.64 TO STA 127+38.89

12’-0" 12’-0" 14’-0"12’-0"

22’-0" 22’-0"WIDENING

10’-0"

PGL

MATCH

EXIST. SLOPE

MATCH

EXIST. SLOPE

WIDENING

10’-0"EXIST. PAVEMENT EXIST. PAVEMENT

10’-0"

PER

AS-BUILT

PER

AS-BUILT

10’-0"

BACKFILL

MATERIAL

EXIST.

BRIDGE

COLUMN

2:1

4:1

1:1

PROP 2-3’x2’BC

4:1

SHOULDER

(SHARED BIKE)

14’-0"

SHOULDER

(SHARED BIKE)EXIST.

CONCRETE

RIPRAP

EXIST.

BRIDGE

COLUMN

5’

SDWK

EXIST.

CONCRETE

RIPRAP

5’

SDWK

LANE LANE

[ FM 148

PROPOSED TYPICAL SECTION - FM 148

(NTS)

PGL

12’-0" 12’-0"

MATCH

EXIST. SLOPE

MATCH

EXIST. SLOPE

22’-0" 22’-0"

EXIST. PAVEMENT EXIST. PAVEMENT

8’-0"

LANE

14’-0"

SHLDR

14’-0"

LEFT TURN LN

19’-0"

WIDENING

19’-0"

WIDENING

70’ 70’

[ FM 148 STA 127+38.89 TO STA 145+65.05

3:1 MAX 3:1 MAX

3:1

EX

IS

T.

RO

W

EX

IS

T.

RO

W

LANE

14’-0"8’-0"

SHLDR

NOTE:

BICYCLE TRAFFIC WILL BE ACCOMMODATED

WITH 14’ WIDE OUTSIDE JOINT LANES AND AN

8’ PAVED SHOULDER. ADA COMPLIANT

SIDEWALKS ARE PLANNED IN THE FUTURE

ALONG THIS PROJECT IN ACCORDANCE WITH

CITY OF TERRELL GOVERNING SIDEWALK

POLICIES FOR RESIDENTIAL AND COMMERCIAL

DEVELOPMENT THAT WILL MEET OR EXCEED

THE MINIMUM REQUIREMENTS OF STATE AND

FEDERAL PEDESTRIAN ACCOMMODATIONS POLICIES.

5’

5’ SIDEWALK

SEE NOTE.

5’

5’ SIDEWALK

SEE NOTE.

L

10’10’

LANE LANE

4:1 USUAL

C FM 148

L

PROPOSED TYPICAL SECTION - FM 148

(NTS)

3:1 MAX

C FM 148 STA 114+79 TO STA 121+36.64

4:1 USUAL

3:1 MAX

WIDENING

VARIES

0’ TO 6’

WIDENING

VARIES

0’ TO 6’

MEDIAN

VARIES

0’ TO 12’

1

1

PGL

12’-0" 12’-0"

MATCH

EXIST. SLOPE

MATCH

EXIST. SLOPE

22’-0" 22’-0"

VARIES (100’ MINIMUM)

- MEDIAN VARIES 0’ TO 12’ FROM STA 115+63.40 TO STA 120+65.33

EXIST. PAVEMENT EXIST. PAVEMENT

EX

IS

T.

RO

W

EX

IS

T.

RO

W

1130+00

1135+00

1140+00

1145+00

1150+00

1155+00

1160+00

1165+00

10+00

15+00

10+

00

15+

00

S 85%

%d 47’ 33.21" E

S 85%

%d 47’ 33.21" E

N 43%%d 31’ 43.83" E

N 63%%d 09’ 34.67" E

N 43%%d 04’ 28.11" EN 44%%d 08’ 57.13" E

N 47%%d 00’ 13.49" E

PO

T 1

07+

00.0

0

PC

108+

37.0

8

110+00

PT

113+

27.8

5 115+00

PC

115+

63.4

0

120+00

PT

120+

65.5

3

125+00130+00

135+00

PO

T 1

36+

08.9

0

140+00

PC

144+

31.7

6

145+00

PT

145+

26.9

1

PC

147+

09.2

1

150+00

PT

150+

05.6

3

PO

T 1

50+

93.3

1

N 41%%d 04’ 31.34" E*

*

S 88%

%d 44’ 17.62" E

S 8

2%

%d 3

1’ 0

6.6

5" E

S 85%

%d 47’ 33.21" E

100+00

105+00

110+00

115+00

120+00

FU

EL

CE

NT

ER

VA

N

Culv

ert

Gate

Gate

Guard

Rails

Guard

Rails

Rip

rap

Rip

rap

Rip

rap

Rip

rap

Culv

ert

Culv

ert

Outle

t

Approx

Culv

ert

Culv

ert

Dense W

oods

Culv

ert

Gate

Culv

ert

Culv

ert

Guard

Rails

Guard

Rails

MH

Culv

ert

Concrete D

rain

Rip

rap

Rip

rap

Rip

rap

Rip

rap

Concrete D

rain

Concrete D

rain

Guard

Rails

Guard

Rails

LP

Culv

ert

Culv

ert

Gate

Culv

erts

Culv

ert

Inle

t

Outle

t

PP

BO

XTELE

BO

XTELE

PP

TELEBO

X

GUARDRAIL

GUARDRAIL

WV

LP

WV

WV

EXISTING BARBWIRE

FENCE

TELEBO

X

EX

IST

ING

AS

PH

AL

T R

OA

D

PP

PP

PP

PP

FH

PP

FH

FH

FH

FHF

H

CO

NC.

CONC.

EX

IST

ING

ASPH

AL

T R

OA

D

SIG

N

EX

. 6" FORCE M

AIN

WV

WV

WV

WV

WV WV

WM

WM

WV

WV

EX. 6" FORCE MAIN

EX. 16" WATER

88

88

88

88

88

88

88

88

88

88

88

FH

FH

FH

FH FH

PP

PP

PP

PP

EXISTING BARBWIRE FENCE

EXISTING ASPHALT ROAD

EX

ISTIN

G A

SPHA

LT

RO

AD

EX

IST

ING

AS

PH

AL

T R

OA

D

PP

PP

PP

PP

PP

CO

NC.

CONC.

LP

WV

WV

GUARDRAIL

GUARDRAIL

WV

EX. 6" FORCE MAIN

EX. 16"W

EX. 6" FORCE MAIN

EX. 16"W

EX. 6" FORCE MAIN

EX. 16"W

EX. 16"W

EX. 6" FORCE MAIN

EX. 6" FO

RCE MA

IN

EXISTING ASPHALT ROAD

PP

TELEBO

X

TELEBO

XTELEB

OX

EXISTING ASPHALT ROAD

20" S

LE

EV

E

20" S

LE

EV

E

FH

EX

. 12"

W

EX. 8"WEX. 8"W

FH

FH

FH

PP

GUARDRAIL

GUARDRAIL

EXISTIN

G R

OW

I.H. 2

0

I.H. 2

0

12,7

00

(18,6

00)

[21,1

00]

2,600

(3,800)

[4,400]

5,100

(7,500)

[8,600]

2,400

(3,500)

[4,000]

2,000

(2,900)

[3,300]

2,000

(2,900)

[3,300]

800

(1,100)

[1,200]

2,400

(3,500)

[4,000]

4,500

(6,600)

[7,500]

12,7

00

(18,6

00)

[21,1

00]

3,200

(4,600)

[5,200]

12,6

00

(18,5

00)

[20,9

00]

12,6

00

(18,5

00)

[20,9

00]

3,400

(4,900)

[5,600]

2,000

(2,900)

[3,300]

1,500

(2,100)

[2,400]

1,400

(2,000)

[2,300]

5,900

(8,600)

[9,800]

6,700

(9,800)

[11,200]

800

(1,200)

[1,400]

1,400

(2,000)

[2,300]

1,200

(1,700)

[1,900]

1,900

(2,800)

[3,100]

3,100

(4,500)

[5,000]

NEW ROAD

6,300

(9,200)

[10,500]

2,300

(3,400)

[3,800]

1,100

(1,600)

[1,800]

1,800

(2,600)

[3,000]

2,100

(3,100)

[3,500]

1,400

(2,100)

[2,300]

1,600

(2,300)

[2,600]

2,500

(3,500)

[4,000]

2,200

(3,200)

[3,700]

5,200

(7,600)

[8,600]

2,000

(2,900)

[3,300]

2,800

(4,000)

[4,500]

5,800

(8,400)

[9,600]

2,500

(3,700)

[4,200]

1,500

(2,200)

[2,400]

5,100

(7,500)

[8,600]

PROPOSED

PRIVATE RD.

PROPOSED

PRIVATE RD.

F.M.148

SP

UR

557

F.M.148

3,100

(4,500)

[5,100]

2,000

(2,900)

[3,300]

5,200

(7,600)

[8,600]

2,700

(4,000)

[4,500]

4,900

(7,200)

[8,200]

1,100

(1,600)

[1,800]

3,600

(5,300)

[5,900]

1,700

(2,500)

[2,800]

3,500

(5,100)

[5,700]

1,600

(2,300)

[2,600]

600

(900)

[1,100]

1,500

(2,100)

[2,400]

600

(900)

[1,000]

14,400

(21,100)

[23,800]

300

(500)

[600]

F.M.148

SHLDR SHLDR

EXISTING TYPICAL SECTION - FM 148

[ FM 148 STA 114+79.00 TO STA 149+60.00

(NTS)

[ EXIST. FM 148

3/16 "/FT 3/16 "/FT

140’

10’-0" 10’-0"12’-0" 12’-0"

LANE LANE

6:1 (EXIST.)

6:1 (EXIST.)

EX

IS

T.

RO

W

EX

IS

T.

RO

W

(NTS)

EXISTING TYPICAL SECTION - IH 20 RAMPS

24’ EXIST PAVEMENT

MILL & RESURFACE

6’14’2’

1’1’

48

4.4

48

6.1

488.8

491.1

49

3.0

49

2.5

49

4.3

BE

GIN

PR

OJE

CT

CS

J: 0

751-01-044

C S

PU

R 5

57 E

B R

AM

P

ST

A 1

0+

80

.00

MA

TC

H E

XIS

T. P

VM

T

EL

=4

85

.67

’

L

C F

M 1

48 S

TA

. 145+

65.0

5L V

PI

14+

00.3

9 E

L.

= 4

93.1

8’

STA = 11+30.00

EL = 486.91’

(+)2.4883 %(+)2.8000 %

L = 100.00’

K = 321

ex = 0.04’

STA = 13+00.00

EL = 491.67’

(+)2.8000 %(+)1.5000 %

L = 100.00’

K = 77

ex = -0.16’

STA = 15+10.00

EL = 492.63’

(-)0.5000 %

L = 190.00’

K = 82

ex = 0.55’

48

6.1

7

48

8.8

7

491.5

1

49

3.1

7

49

3.1

2

10+00 15+00

EN

D P

RO

JE

CT

CS

J: 0

751-01-044

C S

PU

R 5

57 E

B R

AM

P

ST

A 1

6+

10

.00

MA

TC

H E

XIS

T. P

VM

T

EL

=4

94

.46

’

L

49

4.2

8

(+)1.8265 %

VP

T 1

1+

80.0

0 E

L. =

488.3

1’

VP

C 1

2+

50.0

0 E

L. =

490.2

7’

VP

T 1

3+

50.0

0 E

L. =

492.4

2’

VP

C 1

4+

15.0

0 E

L. =

493.1

1’

VP

T 1

6+

05.0

0 E

L. =

494.3

7’

N

LIT

TL

E B

RU

SH

Y C

RE

EK

450

460

470

PR

OP

. E

LE

V.

EX

IST

. E

LE

V.

R=150’

R=30’ R=30’R=30’ R=30’

R=75’

R=75’

R=50’R=30’

R=15’

26’

R=55’

R=10’

R=40’

12’

12’

28’

26’

26’

450

460

470

480

490

510

500

PI STATION

DELTA

DEGREE OF CURVE = 4%%d 00’ 00.00"

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 110+84.90

= 19%%d 37’ 50.83" (RT)

= 247.81

= 490.77

= 1,432.39

= 108+37.08

= 113+27.85

CURVE FM148-1

PI STATION

DELTA

DEGREE OF CURVE = 4%%d 00’ 00.00"

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 118+17.07

= 20%%d 05’ 06.56" (LT)

= 253.67

= 502.13

= 1,432.39

= 115+63.40

= 120+65.53

PI STATION

DEGREE OF CURVE = 3%%d 00’ 00.00"

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 144+79.34

= 2%%d 51’ 16.36" (RT)

= 47.59

= 95.15

= 1,909.86

= 144+31.76

= 145+26.91

DELTA

CURVE FM148-2

CURVE FM148-3

CURVE FM148-1

CURVE FM148-2

CURVE FM148-4

CURVE FM148-3

EXISTING 36" RCP

R=7.5’

12’

12’

35’FM 148

CR

305

WB

SP

UR

557

EB

SP

UR

557

EXIST ROW

EXIST ROW

EXIST ROW

WB IH

20

EB IH

20

R=30’ R=30’ R=15’R=15’

14’

R=15’

C FM 148L

B IH 20 WBFRL

IH 20 W

BFR

70’

70’

EXIST GROUND

12’

12’

CURVE FM148-4PI STATION = 148+57.55

DELTA = 5%%d 55’ 42.15" (LT)

DEGREE OF CURVE = 2%%d 00’ 00.00"

TANGENT = 148.34

LENGTH = 296.42

RADIUS = 2,864.79

PC STATION = 147+09.21

PT STATION = 150+05.63

R=30’

R=30’

24’

6’

12’ 1

2’

10’

48’

14’12’

10’

235’

EXIST ROW

EXIST ROW

14’

14’

255 TERRELL, LP

255 TERRELL, LP

BEYER ADDITION NOORANI ABDUL RASHID &

DAR ENTERPRISES, LLC

L

BEGIN PROJECT

CSJ: 0751-01-044

C FM 148

STA 114+79.00

L

END PROJECT

CSJ: 0751-01-044

C FM 148

STA 149+60.00

300’

50’

C IH 20 L

C FM 148 STA 121+36.64=

B IH 20 EB RAMP STA 14+95.35L

L

B IH 20 EB RAMPL

C FM 148 STA 124+69.42=

C IH 20 STA 1144+15.76L

L

L

L

C SPUR 557 EB RAMPL

2’

16.5

’ M

IN

16.5

’ M

IN

B I

H 2

0 W

BF

RL

C FM 148L

STATE OF TEXAS

10’

10’

TERRELL MARKET CENTER, LTD

C FM 148 STA 145+65.05=

C SPUR 557 EB RAMP STA 14+00.39

+00

MATCH EXIST

X-SLOPE

+85

MATCH EXIST

X-SLOPE

+79

MATCH EXIST

X-SLOPE

+49

MATCH EXIST

X-SLOPE

+95

MATCH EXIST

X-SLOPE

+36

MATCH EXIST

X-SLOPE

+60

MATCH EXIST

X-SLOPE

EB IH 20WB IH 20

SPUR 557 EB RAMP

IH 20 E

B R

AM

P

STATE OF TEXAS

STATE OF TEXAS

PROP 2-12"X160’ CMP

480

490

500

480

490

500

PROPOSED SPUR 557 EB RAMP PROPOSED FM 148

PR

OP

OS

ED

PU

BL

IC R

D.

C FM 148 STA 136+44.37L

PROPOSED BUILDING

PROPOSED BUILDING PROPOSED BUILDINGPROPOSED BUILDING PROPOSED BUILDING

TRAFFIC DATALEGEND

XXX-2010 ADT

(XXX)-2030 ADT

[XXX]-2040 ADT

8’

12’

8’

12’

8’

8’

CSJ: 0751-01-044

C SPUR 557 EB RAMP

STA 10+80.00L

FUTURE

C FM 148 STA 127+38.03=

FUTURE B IH 20 WBFR STA 100+99.78L

L

B IH 20 WBFRL

FUTURE

STA 99+49.88

PROP 2-3’x2’x480’ BC

B IH 20 EB RAMPL

STA 13+55.79

B IH 20 EB RAMPL

STA 16+40.80

14’

14’

PR

OP

OS

ED

PU

BL

IC R

D.

CONVENIENCE STORE

CSJ: 0751-01-044

C SPUR 557 EB RAMP

STA 16+10.00L

160’DECELERATION

160’DECELERATION

100’STORAGE160’DECELERATION

160’DECELERATION

160’DECELERATION

100’STORAGE 160’DECELERATION

160’DECELERATION

117.5’40’STORAGE

40’STORAGE

40’STORAGE

40’STORAGE

70’STORAGE

5’SIDEWALK

5’SIDEWALK5’SIDEWALK 5’SIDEWALK 5’SIDEWALK

5’SIDEWALK

5’SIDEWALK5’SIDEWALK5’SIDEWALK5’SIDEWALK

5’SIDEWALK

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Graphs ADT

Investment / User Sale Live / Work Property Kentlands, MDimages3.loopnet.com/d2/iKRChMfIOufHYdP4gb2J2N8HyUPU58Zxtmb38_hK64k/...234,262 (2012 ADT) 50,272 (2012 ADT) 41,698 (2012 ADT)

For a world on the move€¦ · Light ADT -35% 15% Heavy ADT Light ADT Heavy ADT -60% 6 12 -45% 6 12 18 0 Light ADT Heavy ADT -50% 6 12 18 -25% o 6 12 18 183 Fort worth

ADt Presentation

ADT של מבני נתונים ADT גנריים בחירת מבני נתונים שאלה לדוגמה