ROYAL DR · 2018. 12. 11. · easem ent e x i s t d r a i n a g e e a s e m e n t p.u.e. p. u. e....

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13 + 00 12 + 00 11 + 00 10 + 00 10 + 00 11 + 00 12 + 00 13 + 00 100+00 105 + 00 110 + 00 10+ 00 25+ 00 4: 42: 37 PM 12/11 /2018 G:\0573. 007. 000\07. 00 CADD\Nor t h wes t Bl vd PS&E\02-I Gen er al\573. 007_PJ _01 . dgn DATE DESCRIPTION REV BY Client I.D. Drawn By Scale Checked By Sheet Of Date Sheet No. 0573.007.000 CITY OF GEORGETOWN 12/11/2018 NORTHWEST BLVD PM IMPROVEMENTS RDI 50 SCALE: 1" = 100' 0 100 1"= 100' RPS Project No P R O F E S S O A L N G N E E R E S T A T E O F T E X A S N ROBERT DAVID IRISH 100801 L I C E N S E D CSJ# 0015-08-152 NOTES: INFORMATION. DATA AND SURVEY CONTROL SURVEY DATA SHEET FOR ALIGNMENT 1.SEE HORIZONTAL ALIGNMENT AND LEGEND BENCHMARK OF TRAFFIC DIRECTION RETAINING WALL BRICK PAVERS EASEMENT PROPERTY LINE PROP. R.O.W. EXIST. R.O.W. EXI ST ROW EXIST ROW EXI ST ROW PROP ROW P R O P R O W P . R . W. C . T . C A B . G , S L . 121 ( 12 . 06 A C ) GA TE WAY NO R T H WE S T DO C # 2007068693 HOU S I NG AU T HO R I T Y G E O R G ET O WN LOT 9 O . P . R . W. C . T . DO C # 2009092805 ( 1 . 50 A C ) WELL S F A R GO B ANK , NA P . R . W. C . T . C A B . Y , S L . 3 7 5 ( 0 . 8 5 8 A C ) S U B D I V I S I ON NO R T H WE S T R ET A I L DO C # 2008036776 HOU S I NG AU T HO R I T Y G E O R G ET O WN LOT 1 O.P.R.W.C.T. DOC# 2005032351 (0.413 AC) SCOFIELD PROPERTIES, LLC O.P.R.W.C.T. DOC# 2005032353 (0.400 AC) SCOFIELD PROPERTIES, LLC DOC# 2002040897 1998 TRUST THE JANETTE HABA LOT 1 DOC# 2009028465 GRICELDA C. SECARD CHRISTOPHER G. & LOT 2 P.R.W.C.T. C A B . E , S L . 361 (2.44 AC) ADDITION TEXAS LAW O.P.R.W.C.T. DO C # 2002001129 (8.46 AC) W. D . K ELLE Y F OUNDA T I ON DOC# 2006108586 HOSPITALITY, LTD GOLDEN ROYAL LOT 1C DOC# 2008075094 GOLDSTAR RM, LTD LOT 1A P.R.W.C.T. CAB. FF, SL. 76 (5.999 AC) 451 NORTH I.H. 35 DO C # 2006108586 HO SP I T A L I T Y , LT D GO L D E N R OYA L LOT 1B P . U . E . EXIST ROW E X I S T R O W PROJECT LAYOUT STA 98+46.46 TO STA. 110+50.00 1 2 5 PROP ROW FONTANA BLVD [ STA 10+00.00 NORTHWEST BLVD [ STA 101+06.18= PROP ROW E X I S T D R A I NAG E E A S E M E N T EXIST DRAINAGE EASEMENT P . U . E . P.U.E. P.U.E. PROP ROW P . U . E . MATCHL I NE - STA.110+ 50 OTHERS) POND (BY SAND FILTER BY OTHERS RIVERY BLVD ELEVATIONS BASED ON GEOID 03 ELEVATION = 748.47' TBM "E": COTTON GIN SPINDLE SET IN POWER POLE E: 3131775.3879 N: 10214270.1160 BENCHMARK #1 INFORMATION: ELEVATIONS BASED ON GEOID 03 ELEVATION = 746.42' TBM "D": RAILROAD SPIKE SET IN POWER POLE E: 3132401.3993 N: 10213702.5446 BENCHMARK #2 INFORMATION: OFF. 30.84'LT STA 100+39.65 BM #1 OFF. 28.98'LT STA 109+18.68 BM #2 NO R T H W E S T B L VD STA 12+40.00 FONTANA BLVD CONSTRUCTION END ROADWAY STA 24+00.00 RIVERY BLVD CONSTRUCTION END ROADWAY STA 98+46.46 NORTHWEST BLVD CONSTRUCTION BEGIN ROADWAY RIVERY BLVD [ STA 26+08.87 NORTHWEST BLVD [ STA 101+06.63= RIVERY BLVD PROPOSED [ NORTHWEST BLVD PROPOSED [ FONTANA BLVD PROPOSED [ FONTANA BLVD IH 35 SBFR STA 105+58.25 (NW BLVD) STA 10+00.00 (WEST-EB-FRTG RD) = WEST-EB FRTG RD PROPOSED [ WEST-WB FRTG RD PROPOSED [ U-TURN PROPOSED [ WEST STA 108+86.78 (NW BLVD) BEGIN BRIDGE RIVERY BLVD STA 105+56.60 (NW BLVD) STA 10+00.00 (P-W-WB-FRTG) = STA 13+23.53 (P-W-WB FRTG) STA 11+54.51 (WEST-UTURN) = STA 13+38.31 (P-W-EB FRTG) STA 10+00.00 (WEST-UTURN) = A PP R OA C H 12/12/18

Transcript of ROYAL DR · 2018. 12. 11. · easem ent e x i s t d r a i n a g e e a s e m e n t p.u.e. p. u. e....

Page 1: ROYAL DR · 2018. 12. 11. · easem ent e x i s t d r a i n a g e e a s e m e n t p.u.e. p. u. e. p. u. e. p r o p r o w p . u. e . m a t c h i n e-s t a. 1 1 0 + 5 0 others) pond

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DATEDESCRIPTIONREV BY

Client I.D.

Drawn By

Scale

Checked By

Sheet

Of

Date

Sheet No.

0573.007.000

CITY OF GEORGETOWN

12/11/2018

NORTHWEST BLVD

PM

IMPROVEMENTS

RDI

50

SCALE: 1" = 100'

0 100

1"= 100'

RPS Project No

PR

OF

ESS O AL

NG

NE

ER

E

ST

ATE OF TEXA

S

N

ROBERT DAVID IRISH

100801LIC ENSE

D

CSJ# 0015-08-152

NOTES:

INFORMATION.

DATA AND SURVEY CONTROL

SURVEY DATA SHEET FOR ALIGNMENT

1.SEE HORIZONTAL ALIGNMENT AND

LEGEND

BENCHMARK

OF TRAFFIC

DIRECTION

RETAINING WALL

BRICK PAVERS

EASEMENT

PROPERTY LINE

PROP. R.O.W.

EXIST. R.O.W.

EXIST R

OW

EXI

ST

RO

W

EXIST R

OW

PR

OP

RO

W

PROP ROW

P.R.W.C.T.

CAB. G, SL. 121

(12.06 AC)

GATEWAY NORTHWEST

DOC# 2007068693

HOUSING AUTHORITY

GEORGETOWN

LOT 9

O.P.R.W.C.T.

DOC# 2009092805

(1.50 AC)

WELLS FARGO BANK, NAP.R.W.C.T.

CAB. Y, SL. 375

(0.858 AC)

SUBDIVISION

NORTHWEST RETAIL

DOC# 2008036776

HOUSING AUTHORITY

GEORGETOWN

LOT 1

O.P.R.W.C.T.

DOC# 2005032351

(0.413 AC)

SCOFIELD PROPERTIES, LLC

O.P.R.W.C.T.

DOC# 2005032353

(0.400 AC)

SCOFIELD PROPERTIES, LLC

DOC# 2002040897

1998 TRUST

THE JANETTE HABA

LOT 1

DOC# 2009028465

GRICELDA C. SECARD

CHRISTOPHER G. &

LOT 2

P.R.W.C.T.

CAB. E, SL. 361

(2.44 AC)

ADDITION

TEXAS LAW

O.P.R.W.C.T.

DOC# 2002001129

(8.46 AC)

W.D. KELLEY FOUNDATION

DOC# 2006108586

HOSPITALITY, LTD

GOLDEN ROYAL

LOT 1C

DOC# 2008075094

GOLDSTAR RM, LTD

LOT 1A

P.R.W.C.T.

CAB. FF, SL. 76

(5.999 AC)

451 NORTH I.H. 35

DOC# 2006108586

HOSPITALITY, LTD

GOLDEN ROYAL

LOT 1B

P.U.E.

EXIS

T

RO

W

EXIST

ROW

PROJECT LAYOUT

STA 98+46.46 TO STA. 110+50.00

1 2 5

PR

OP

RO

W

FONTANA BLVD [ STA 10+00.00

NORTHWEST BLVD [ STA 101+06.18=

PR

OP

RO

W

EXIST

DRAINAGE

EASEMENT

EXI

ST

DR

AI

NA

GE

EA

SE

ME

NT

P.U.E.

P.

U.

E.

P.

U.

E.

PR

OP

RO

W

P.U.

E.

MA

TC

HLIN

E - S

TA. 110

+50

OTHERS)

POND (BY

SAND FILTER

BY OTHERS

RIVERY BLVD

ELEVATIONS BASED ON GEOID 03

ELEVATION = 748.47'

TBM "E": COTTON GIN SPINDLE SET IN POWER POLE

E: 3131775.3879

N: 10214270.1160

BENCHMARK #1 INFORMATION:

ELEVATIONS BASED ON GEOID 03

ELEVATION = 746.42'

TBM "D": RAILROAD SPIKE SET IN POWER POLE

E: 3132401.3993

N: 10213702.5446

BENCHMARK #2 INFORMATION:

OFF. 30.84'LT

STA 100+39.65

BM #1

OFF. 28.98'LT

STA 109+18.68

BM #2

NORTHWEST BLVD

STA 12+40.00

FONTANA BLVD

CONSTRUCTION

END ROADWAY

STA 24+00.00

RIVERY BLVD

CONSTRUCTION

END ROADWAY

STA 98+46.46

NORTHWEST BLVD

CONSTRUCTION

BEGIN ROADWAY

RIVERY BLVD [ STA 26+08.87

NORTHWEST BLVD [ STA 101+06.63=

RIVERY BLVD

PROPOSED [

NORTHWEST BLVD

PROPOSED [FONTANA BLVD

PROPOSED [

FO

NT

AN

A

BL

VD

IH 35 S

BF

R

STA 105+58.25 (NW BLVD)

STA 10+00.00 (WEST-EB-FRTG RD) =

WEST-EB FRTG RD

PROPOSED [

WEST-WB FRTG RD

PROPOSED [

U-TURN

PROPOSED [ WEST

STA 108+86.78 (NW BLVD)

BEGIN BRIDGE

RI

VE

RY

BL

VD

STA 105+56.60 (NW BLVD)

STA 10+00.00 (P-W-WB-FRTG) =

STA 13+23.53 (P-W-WB FRTG)

STA 11+54.51 (WEST-UTURN) =

STA 13+38.31 (P-W-EB FRTG)

STA 10+00.00 (WEST-UTURN) =

APPROACH

12/12/18

Page 2: ROYAL DR · 2018. 12. 11. · easem ent e x i s t d r a i n a g e e a s e m e n t p.u.e. p. u. e. p. u. e. p r o p r o w p . u. e . m a t c h i n e-s t a. 1 1 0 + 5 0 others) pond

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DATEDESCRIPTIONREV BY

Client I.D.

Drawn By

Scale

Checked By

Sheet

Of

Date

Sheet No.

0573.007.000

CITY OF GEORGETOWN

3/4/2019

NORTHWEST BLVD

PM

IMPROVEMENTS

RDI

50

SCALE: 1" = 100'

0 100

1"= 100'

RPS Project No

CSJ# 0015-08-152

PR

OF

ESS O AL

NG

NE

ER

E

ST

ATE OF TEXA

S

N

ROBERT DAVID IRISH

100801LIC ENSE

D

NOTES:

INFORMATION.

DATA AND SURVEY CONTROL

SURVEY DATA SHEET FOR ALIGNMENT

1.SEE HORIZONTAL ALIGNMENT AND

LEGEND

BENCHMARK

OF TRAFFIC

DIRECTION

RETAINING WALL

BRICK PAVERS

EASEMENT

PROPERTY LINE

PROP. R.O.W.

EXIST. R.O.W.

MAT

CH

LIN

E - S

TA. 110

+50

O.R.W.C.T.

VOL. 1094, PG. 739

(2.90 AC)

AIRBORN, INC

O.R.W.C.T.

DOC# 1997035248

(6.377 AC)

LISA NELSON

JOHN MORENO &

O.R.W.C.T.

DOC# 1997035248

(6.377 AC)

LISA NELSON

JOHN MORENO &

DOC# 2004088562

SQUARE, LTD

GEORGETOWN

TRACT ONE

VOL. 2690, PG. 427

TERRIE MODAWAR

FARIS MODAWAR &

TRACT ONE-A

P.R.W.C.T.

CAB. I, SL. 11

(12.9747 AC)

SUBDIVISION

APPLE CREEK

DOC# 2009087528

GEORGETOWN PARTNERS

APPLE CREEK

LOT 2

O.P.R.W.C.T.

DOC# 2002077079

(5.7229 AC)

INVESTMENTS

FRIELING AND SAMUELS

P.R.W.C.T.

CAB. B, SL. 226

(8.8 AC)

ROYAL OAKSDOC# 2004088562

SQUARE, LTD

GEORGETOWN

TRACT TWO

PR

OP R

OW

EXIS

T

RO

W

PROP ROW

PROP ROW

PR

OP R

OW

EXIS

T

RO

W

EXIS

T

RO

W

EXI

ST

RO

W

PROJECT LAYOUT

STA 110+50.00 TO STA 124+16.00

2 2 6

PR

OP R

OW

ELEVATIONS BASED ON GEOID 03

ELEVATION = 745.21'

TBM "C": COTTON GIN SPINDLE SET IN POWER POLE

E: 3132722.7547

N: 10213564.3479

BENCHMARK #3 INFORMATION:

ELEVATIONS BASED ON GEOID 03

ELEVATION = 716.90'

TBM "B": MARKER ON NORTHEAST CORNER OF WALL

E: 3133316.9251

N: 10213067.1202

BENCHMARK #4 INFORMATION:

OFF. 91.86'RT

STA 120+43.77

BM #4

OFF. 51.14'LT

STA 112+67.79

BM #3

1 ADDENDUM 1 RDI 3/4/2019

1

NORTHWEST BLVD

APPLE CREEK DR

AU

STI

N

AV

E

ROYAL DR

IH 35

NBI

H 35 S

B

STA 124+16.00

NORTHWEST BLVD

CONSTRUCTION

END ROADWAY

NORTHWEST BLVD

PROPOSED [

U-TURNEAST

PROPOSED [

EAST-EB FRTG RD

PROPOSED [

EAST-WB FRTG RD

PROPOSED [

STA 113+31.78 (NW BLVD)

END BRIDGE

STA 116+69.16 (NW BLVD)

STA 14+23.68 (P-E-WB-FRTG) =

STA 116+69.60 (NW BLVD)

STA 14+07.67 (P-E-EB-FRTG) =

STA 12+18.15 (P-E-EB-FRTG)

STA 10+00.00 (AP CRK) =

IH 35

NBF

R (F

UT

UR

E)

APPR

OAC

H

3/4/19