|
GRAPHIC SCALE
<br />( IN FEET )
<br />1 Inch = 100 ft.
<br />FND BROKEN CONIC. MONUMEN
<br />LINE TABLE
<br />LINE
<br />LENGTH
<br />BEARING
<br />LI
<br />60.40
<br />L N86'15'30'W
<br />L21
<br />100.72
<br />N86'I5'30-W
<br />L3
<br />22,33
<br />N00-00'00'E
<br />L4
<br />7,05
<br />N90e00'00'W
<br />L5
<br />87.50
<br />NO3'02'05'W
<br />L6
<br />157.75
<br />S03'02'05'E
<br />L7
<br />119.08
<br />S03'02'05'E
<br />LB
<br />52.41
<br />N70-33'36'W
<br />L9
<br />121.74
<br />NO2'50'58'W
<br />LIO
<br />50,62
<br />N68-34'19'E
<br />LII
<br />56.83
<br />N86'53'39'E
<br />L12
<br />96,00
<br />S63'06'22'E
<br />L13
<br />75,00
<br />S03'02'05'E
<br />L14
<br />130,00
<br />S86'53'39'W
<br />L15
<br />41.47
<br />S03'04'28'E
<br />L16
<br />51.36
<br />87.12'27'E
<br />Y=13,820,895.82
<br />X=3, 223, 298.68
<br />FND 3/4" IRON PIPE
<br />N58'48'36"W 0.82'
<br />FND 3/4" IRON ROD
<br />N72'01'34"W 1.17'
<br />NOTES:
<br />1)The Surveyor has relied on Reliant Energy to provide recorded deeds or plats of the
<br />subject property and adjoiners thereto. No additional research regarding the existence
<br />of easements, restrictions, or other matters of record has been performed by the
<br />Surveyor.
<br />2)This survey was prepared without the benefit of a Title Commitment; therefore,
<br />easements, right-of-way or setbacks of record affecting the subject property, if any,
<br />may not be shown hereon.
<br />3)The utility appurtenances (utility poles, inlets, etc.) shown hereon are those visible at
<br />the time of survey and may not be complete. The Surveyor did not locate underground
<br />utilities.
<br />4) Field Note Descriptions have been prepared from this plat.
<br />5)According to the Federal Emergency Management Agency Flood Insurance Rate Map
<br />No. 48201CO935 J revised dote November, 06, 1996, the subject property lies within
<br />ZONE X (unshaded), areas determined to be outside 500-year floodplain.
<br />6)AII coordinates and bearings herein refer to the Texas Coordinate System OF 1983,
<br />South Central Zone, as defined in the Texas Natural Resources Code, and based on the
<br />position of H.G.C.S.D. 42(1986), having published coordinates of: (Y) = 13,823,622.030,
<br />and (X) = 3,216,990.899, U.S. survey foot with an applied scale factor of 0.9998839.
<br />7)lnformation shown hereon is based on a field survey, and information shown on Map
<br />No. 14-H-5A furnished by Reliant Energy HL&P.
<br />LEGEND
<br />PP
<br />POWER POLE
<br />G�
<br />p
<br />MANHOLE
<br />P/
<br />SIR •
<br />SET 3/4" IRON ROD WITH
<br />PLASTIC CAP STAMPED
<br />"RELIANT ENERGY HL&P"
<br />QG�
<br />VICINITY MAP
<br />pN •
<br />SET PK NAIL WITH SHINER
<br />N.T.S.
<br />STREET LIGHT
<br />��
<br />STEAM SILENCER EASEMENT
<br />0.057 ACRE
<br />CONIC. FOOTING FOR
<br />��
<br />S86'53'39"W
<br />PIPERACK 2'X2'
<br />4'
<br />q
<br />5D.00
<br />R05077775 H.C.D.R.
<br />V
<br />CHAINLINK FENCE
<br />PONT DE NEMOURS
<br />AND COMPANY
<br />(J'
<br />8' PIPE RACK EASEMENT
<br />NO3'06'21"W
<br />50.00
<br />E.I. DUI
<br />1J0
<br />0.008 ACRE
<br />`VOL. 1318, PAGE 364
<br />H.C.D.R.
<br />F.C. 500-96-2840 7aoo
<br />RESIDUE OF 822.154
<br />ACRES
<br />100
<br />R050775 H.C. D.R. S L , s0e 00
<br />CHAINLINK FENCE
<br />NOTE: TEXAS GENCO, LP, LLC.; TEXAS GENCO GP, LLC &
<br />1 VAe rCA!Cn uninwr_c Wr CHnWN AS TEXAS GFNCO.
<br />CENTERLINE TENNECO
<br />NATURAL GAS LIQUIDS
<br />CORP.
<br />10" PIPELINE SOUTHERN PACIFIC TRA07, SPG. RT HON o 40' ESM T.
<br />H.L.&P CO. 150' EASEMENT
<br />FND IRON ROD WITH (ABANDONED)
<br />VOL. PG. 50
<br />ALUMINUM CAP H.C.D.R.
<br />STAMPED HL&P N86'53'39"E _
<br />NOTE; Houston Lighting & Power Company was renamed Houston Industries Incorporated which
<br />was renamed Reliant Energy, Incorporated which become CenterPoInt Energy Houston Electric, LLC.
<br />PAR.
<br />PURCH.
<br />GRANTOR
<br />GRANTEE
<br />ACREAGE
<br />RECORDING
<br />FILE
<br />TITLE
<br />SCHED.
<br />REMARKS
<br />NO.
<br />DATE
<br />TRACT 1
<br />08/31/02
<br />DUPONT
<br />CENTER POINT ENERGY
<br />2.685
<br />555-89-1752
<br />W048247
<br />LEASE
<br />1
<br />PARTIAL TERMINATION OF F.C. 014-59-1718
<br />TRACT 2
<br />08 31 02
<br />TEXAS GENCO
<br />CENTER POINT ENERGY
<br />0.155
<br />555-89-1794
<br />W048250
<br />EASEMENT
<br />2.5
<br />TRACT 3
<br />08131102
<br />DUPONT
<br />TEXAS GENCO
<br />7.306
<br />555-89-1759
<br />W048248
<br />LEASE
<br />TRACT 4
<br />OB 31 02
<br />RELIANT ENERGY INCORPORATED
<br />TEXAS GENCO
<br />0.224
<br />555-89-1794
<br />W048250
<br />EASEMENT
<br />3.14
<br />TEMPORARY STEAM GENERATOR
<br />TRACT 5
<br />08 31 02
<br />1 RELIANT ENERGY INCORPORATED
<br />TEXAS GENCO
<br />1.174
<br />555-89-1794
<br />1 W048250
<br />1 EASEMENT
<br />3.15
<br />PARKING
<br />2067 12-H 12:48:43
<br />'at'aneter List.
<br />_-_
<br />.opy tab:
<br />output tab:
<br />Setup tab:
<br />eler/Raw:
<br />BON
<br />hat gins
<br />Printer:
<br />HP DJ 9OWS02
<br />Scanner:
<br />Air 92onlp (1394)
<br />Type of original:
<br />Photo
<br />Top:
<br />O.r'
<br />windows diver:
<br />units of measure:
<br />Inches
<br />M thon:
<br />uraytone
<br />Bottom:
<br />0. Sir,
<br />TIP Designjet BOWS
<br />42_2 DROPS 42 by NP
<br />Load:
<br />Center
<br />Lightness:
<br />0
<br />Lett:
<br />0.B,
<br />r,'Intel' profile:
<br />IN, Designjet Oilers
<br />About
<br />Saturation:
<br />0
<br />Night:
<br />0. P'
<br />Unprintable Area
<br />Product
<br />nape:
<br />Designjet Scanner Systew
<br />Red:
<br />0
<br />Use Unpin. Area:
<br />No
<br />lop:
<br />0.2"
<br />Product
<br />version:
<br />6.2
<br />Breen:
<br />D
<br />Print paper border:
<br />No
<br />Bottom:
<br />0.T•
<br />Build:
<br />Build 13001
<br />Blue:
<br />0
<br />quality:
<br />Ho'nal
<br />Left:
<br />0.2'•
<br />component build:
<br />13001
<br />Black 1lvel:
<br />a
<br />Scan quality:
<br />Normal
<br />Right:
<br />0.2"
<br />Scanner
<br />model:
<br />Ap 92 Split (1394)
<br />we it, level:
<br />255
<br />Print quality:
<br />Normal
<br />Write width:
<br />42.0-
<br />Scanner
<br />Firmware
<br />version:091e
<br />0
<br />Scan Dri:
<br />211 dpi
<br />viola profile:
<br />C1861A - Bright Mite Inkjet
<br />Scanner
<br />fL'nmm'e
<br />date: Sep 25 2006 13:29:59
<br />Sharpen:
<br />B JUT:
<br />0
<br />Print BPI:
<br />310 dpi
<br />Rail:
<br />Auto
<br />Input size:
<br />Auto
<br />Ink Printer Original:
<br />Yes
<br />Account:
<br />Total
<br />width:
<br />35.6"
<br />Enhance Gray:
<br />No
<br />Scan jobs:
<br />26
<br />freight:
<br />24.9"
<br />Rescreening:
<br />No
<br />Print jobs:
<br />4
<br />Auto Width:
<br />Yes
<br />Layout:
<br />Normal
<br />copy jobs:
<br />12
<br />Auto Length:
<br />Yes
<br />filing / Paneling
<br />Scan area:
<br />216.1439 sq.rt
<br />lutput size:
<br />Auto
<br />Clue narks:
<br />No
<br />Print area:
<br />194.1692 Sq.ft
<br />width:
<br />35.6'1
<br />width:
<br />31.0'
<br />Paper area:
<br />234.5496 sq.ft
<br />"eight:
<br />24.9"
<br />Length:
<br />51.61,
<br />Total Account:
<br />Total
<br />Auto Width:
<br />Yes
<br />overlap:
<br />0.5"
<br />Scan jobs:
<br />26
<br />Auto Length:
<br />Yes
<br />Nesting
<br />Print jobs:
<br />a
<br />scale:
<br />left
<br />Optimized:
<br />No
<br />copy jobs:
<br />12
<br />Value:
<br />1WR.9 t
<br />Spacing:
<br />0.5"
<br />Scan area:
<br />219.1431 sq.ft
<br />Print area:
<br />194.1692 sq.ft
<br />Paper area:
<br />234.5496 sq.ft
<br />TRACT 4 -
<br />0.224 ACRES
<br />TEMPORARY STEAM
<br />GENERATOR SITE
<br />FO 9LP
<br />ALTER J. WjLgANKS
<br />q 4936 G
<br />� 'f/AR.ESstONr �Qril
<br />EDGE OF ASPHALT
<br />FND IRON ROD WITH
<br />ALUMINUM CAP
<br />STAMPED HL&P
<br />FND IRON ROD WITH
<br />ALUMINUM CAP
<br />STAMPED HL&P
<br />'-POO TRACT 1
<br />FND FENCE POST
<br />Y=13,821,329.76
<br />z X=3,225,760.69
<br />01
<br />I�
<br />N
<br />9
<br />if
<br />Iw
<br />,I.
<br />0.201 ACRES
<br />H.L.&P. CO. EASEMENT
<br />E791159 H.C.D.R.
<br />I hereby certify that this plat is based on a ground survey performed under my direction,
<br />and that the boundaries established by this survey are correctly shown. This service
<br />conforms to the current Texas Board of Professional Land Surveying Technical and
<br />Professional standards in effect at the date of the survey.
<br />Walter J. Wilbank R. .L.S.
<br />Texas Reaistratio No. 4936
<br />
|