1
PROPOSED R.O.W. I-610 DIRECT CONNECTORS LANE ENTRANCE RAMP FROM PROPOSED NORTHBOUND MaX DIRECT CONNECTORS MaX LANE EXIT RAMP TO I-610 PROPOSED SOUTHBOUND BEGIN SEGMENT 1 END SEGMENT 2 L I TTLE W H I TE OAK B AYOU M A T CH L I NE A 1 P R EL I M I NA R Y S U B J E C T T O C HANG E P R EL I M I NA R Y S U B J E C T T O C HANG E P R EL I M I NA R Y S U B J E C T T O C HANG E I- 45 S E G M E N T 1 P R O P O S E D R E C O MM E ND E D A LTE R NA T I V E : I- 610 T O T I D W ELL S E C T I ON 1 T I DW ELL RD V I CT O RI A DR A I R L I N E D R A I R L I N E D R CRO SS T I M B E RS S T B ELT & TE RM I NA L HOUS T ON RD T I DW E L L S UBJ ECT T O CHANG E P REL I M I NARY I- 45 NO RT H 4 I M P ROVEM ENT P RO J ECT NO RT H HOUS T ON HI GHW AY S UBJ ECT T O CHANG E P REL I M I NARY I- 45 NO RT H 4 I M P ROVEM ENT P RO J ECT NO RT H HOUS T ON HI GHW AY NOT TO SCALE NOT TO SCALE 400 300 200 100 0 SCALE ,P.E. TBPE NO. NOT A BIDDING DOCUMENT CONCEPTUAL LAYOUT APPROVED: / / DATE: 9/24/2015 CSJ: 0500-03-554 LEGEND I-45 NORTH LIMITS TO: US 59 LIMITS FROM: BELTWAY 8 COUNTY: HARRIS L I MI T S T O: US 59 L I MI T S F ROM: BELT W AY 8 COUNT Y: HARRS ROADW AY: I- 45 NORT H L I MI T S T O: US 59 L I MI T S F ROM: BELT W AY 8 COUNT Y: HARRI S ROADW AY: I- 45 NORT H RECOMMENDED ALTERNATIVE. ON FURTHER DEVELOPMENT OF THE PROPOSED NUMBER OF LANES IS SUBJECT TO CHANGE BASED INTERSECTION GEOMETRY AND THE PROPOSED PREPARED BY{ PBARTHOLOMEW} FLE LOCATON{ HPr oe v \ 050003554_45N\ Pr opos e dRec omme nde dALt e r na v eSc he ma \\ 45_Se g1_610_BW8_PM_EXH_PLT. DGN} PREPARED BY{ PBARTHOLOMEW} FLE LOCATON{ HPr oe v \ 050003554_45N\ PRA_Sc he ma _Re v on_Se pt _2015\\ 45_Se g1_610_BW8_PM_EXHB_2PLT. DGN} P A PP A S B A R - B - Q AT&T MARION'S B A RB E RS HO P B U S I N E SS C E N TE R NO R T HF R EE WAY ELE C T R ON I CT AXC E N TE R C H E C KI N T OC A S H SPRINT NO R T H L I N E V I S I ON C I C I ' S P I ZZ A MARSHALLS OFFICE DEPOT CONN'S DOLLAR TREE MELROSE SHOE CARNIVAL PALAIS ROYAL S A M $1 . 00 I H4 5 P R O F E SS I ONA L B L DI T O R T I LL I A T R A I N I NGC E N TE R TE C HNO L OGY H CCAU T O M O T I V E B U I L D I NG O FF I C E 4101 F OO T L O C K E R A L ' S F O R M A L WE A R TE XA S S T A TE O P T I C A L M A TT R E SS F I R M C H I C K - F I L - A B U R G E RK I NG THOMAS BAR B-Q F R E N C HY ' S S U B WAY E XXON P AN C H O ' S M E X I C ANB U FF ET B N W AU T OR E P A I R R OYA L CR O WNP L A Z A E AG LE I NN EZ PAWN F I E S T AM A R T L OV ETT D E N T A L R E N T AT I R E T E XANI NN CVS M A TT R E SS S A LE S T UD E N T M OV E R J A M E SC ON E YI S L A ND T R U C KA CC E SS O R I E S JOHNSON FUNERARIAS JARDINES P A L A C EI NN RESTAURANT MEXICAN CHACHO'S RKAU T O AA B ANAI N S U R AN C E T I L S ONHO M EC O R P R OYA L P R E S T I G E J DH I SP AN I CNO T A R YT I TLE WHA T A B U R G E R M ON TE R E Y ' S L I TTLE M E X I C O WO R K F O RC E S O L U T I ON BI ZERTE ST . APARTMENT GARDEN VENTANA S HO PP I NGC E N TE R T R I C O L O RAU T O U - H AU L A P A R T M E N T S R E D S T O N E VA C AN T C O MM E RC I A L VA C AN T C O MM E RC I A L B I B LE N E I GH B O R HOOD M I N I S T R I E S F O R K L I F T L ON E S T A R C LE A R AN C E OU TLET S T A RF U R N I T U R E I N TE R A C T I V E LE A R N I NGS Y S TE M CR I C K ET WI R ELE SS FREEWAY 5214 NORTH P A I N T S WI LL I A M S S H E R WI N TIRE D I S C OUN T C O R P O R A T I ON H OU S I N G HO P WA C V S 41 4 1 O F F I C E B U I L D I NG VA C AN T C O MM E RC I A L FOOD STORE TIMEWISE T A L KO F T O WNI V 6 : 1 6 : 1 6 : 1 6 : 1 LANE SHARED LANE SHARED C L 4' 2% SDWLK 2% 3% 2% 3% SDWLK 2% 4' FRONTAGE ROAD 27' 40' FRONTAGE ROAD VARIES 12' 12' 12' 12' 12' 12' 12' 12' 12' 15' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' VARIES 40' 27' 15' 12' 82' 4 : 1 4 : 1 4 : 1 4 : 1 AIRLINE DRIVE TO SHEPHERD DRIVE PROPOSED TYPICAL SECTION 72' 72' NORTHBOUND MAIN LANES SOUTHBOUND MAIN LANES I-45 PROPOSED 12' 225' PROPOSED RIGHT-OF-WAY 255' EXISTING RIGHT-OF-WAY PROPOSED RI GHT - OF - W AY ( R. O. W . ) EXI ST I NG RI GHT - OF - W AY ( R. O. W . ) 12' 12' 11' 11' 12' 12' 12' 12' 11' 11' 20' H.O.V. 10' 24' 11' 11' 58' NORTHBOUND MAIN LANES ROAD FRONTAGE 58' SOUTHBOUND MAIN LANES 24' 10' ROAD FRONTAGE 11' 11' EXISTING I-45 C L AIRLINE DRIVE TO SHEPHERD DRIVE EXISTING TYPICAL SECTION VARIES VARIES 255' EXISTING RIGHT-OF-WAY EXI ST I NG RI GHT - OF - W AY ( R. O. W . ) EXI ST I NG RI GHT - OF - W AY ( R. O. W . ) MaX LANES PROPOSED R.O.W. PROPOSED R.O.W. EXISTING RAILROAD R.O.W. EXISTING R.O.W. 610 I N TE R S T A TE 45 I N TE R S T A T E LIMITS OF FLOODWAY 45 I N TE R S T A TE 45 I N T E R S T A T E 610 I N TE R S T A T E ROAD REMOVALS MANAGED LANES I-45 MAINLANES CONNECTORS DIRECT FRONTAGE RD LOCAL STREET & BRIDGES EXIT RAMPS ENTRANCE/ PROPOSED LANE EXISTING LANE ROADWAY UNDER CONSTRUCTION EXISTING ROADWAY/ EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY

CONCEPTUAL LAYOUT Y A TW CH E JIG I-45 SEGMENTDATE: …

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Page 1: CONCEPTUAL LAYOUT Y A TW CH E JIG I-45 SEGMENTDATE: …

PROPOSED R.O.W.

I-610 DIRECT CONNECTORSLANE ENTRANCE RAMP FROMPROPOSED NORTHBOUND MaX

DIRECT CONNECTORSMaX LANE EXIT RAMP TO I-610 PROPOSED SOUTHBOUND

BEGIN SEGMENT 1END SEGMENT 2

LITTLE WHITE

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1PRELIMINARY SUBJECT TO CHANGE PRELIMINARY SUBJECT TO CHANGE PRELIMINARY SUBJECT TO CHANGE

I-45 SEGMENT 1 PROPOSED RECOMMENDED ALTERNATIVE: I-610 TO TIDWELL SECTION

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CONCEPTUAL LAYOUT

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DATE: 9/24/2015

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4'

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VARIES

12'12'12'12'12'12'12' 12'12' 15'12'12'12'12'12'12'12'12'12'12'12'

VARIES40'27'

15' 12'

82'

4:1 4:14:1 4:1

AIRLINE DRIVE TO SHEPHERD DRIVE

PROPOSED TYPICAL SECTION

72' 72'

NORTHBOUND MAIN LANESSOUTHBOUND MAIN LANES

I-45PROPOSED

12'

225' PROPOSED RIGHT-OF-WAY 255' EXISTING RIGHT-OF-WAY

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MaX LANES

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PROPOSED R.O.W.

EXISTING RAILROAD R.O.W.

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610

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LIMITS OF FLOODWAY

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45

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ROAD REMOVALS

MANAGED LANES

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BRIDGES

EXIT RAMPSENTRANCE/

PROPOSED LANE

EXISTING LANE

ROADWAY UNDER CONSTRUCTIONEXISTING ROADWAY/

EXISTING RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY