L E G E N D TOPOGRAPHICAL SURVEY VICINITY MAP NOT TO SCALE N 88°23'59" E 256.69' S 02°53'19" E 225.30' INTERSTATE HIGHWAY 10 F.M. 1489 (A.K.A. KOOMEY ROAD) PRIVATE ROAD N 88°51'41" W 225.33' N 02°55'11" W 207.13' (CALLED - N 02°40'46" W 207.19') ” ” ” “ ” ” ” ” ” ” ” ” ” ” ” ” ” www.survey 1 inc.com survey 1 @survey1inc.com ǀ ǀ N 87°40'26" E 178.69' S 02°05'38" E 59.19' N 88°10'18" E 178.88' N 88°56'00" E 157.93' S 02°46'13" E 72.73' N 88°06'04" W 257.23' L1 S 88°03'19" W 290.74' (CALLED 290.82') L2 TBM P.O.B.
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L E G E N D
TOPOGRAPHICAL SURVEY
VICINITY MAP
NOT TO SCALE
N 88°23'59" E256.69'
S 02°53'19" E
225.30'
INTERSTATE HIGHWAY 10
F.M
. 1
489
(A.K
.A.
KO
OM
EY
RO
AD
)
PRIV
AT
E R
OA
D
N 88°51'41" W
225.33'
N 02°55'11" W
207.13'
(C
ALLE
D - N
02°40'46" W
207.19')
”
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www.survey 1 inc.com
survey 1 @survey1inc.com
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N 87°4
0'26" E
178.69'
S 02°05'38" E
59.19'
N 88°10'18" E
178.88'
N 88°56'00" E157.93'
S 02°46'13" E
72.73'
N 88°06'04" W
257.23'
L1
S 88°03'19" W
290.74' (CALLED 290.82')
L2
TBM
P.O.B.
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FIRE HYDRANT
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CONCRETE
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COVERED AREA
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GRAVEL
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ASPHALT
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APPROXIMATE HIGH BANK
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BEARING
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LINE
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L1
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DISTANCE
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OVERHEAD POWERLINES
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OH
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OH
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4.7701 ACRES (207,808 SQ.FT.)
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TELEPHONE PEDESTAL
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SCALE 1"=30'
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WALLER COUNTY, TEXAS
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GUY WIRE
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SAN M.H. RIM ELEV 161.85
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MZ ENTERPRISES VOL. 632, PG. 862 D.R.W.C.
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(R.O.W. VARIES)
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(80' R.O.W.)
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ROYAL I S D VOL. 874, PG. 303 D.R.W.C.
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CMH HOMES INC VOL. 1181, PG. 795 D.R.W.C.
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WILLIAM COOPER LEAGUE ABSTRACT 20
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LYNN EVANS DAVIS (W.C.A.D PROP. ID. 22469)
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IMAN MESRAHI VOL. 935, PG. 297 D.R.W.C.
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ABBAS GILANI (W.C.A.D. PROP. ID. 232633)
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ABBAS GILANI (W.C.A.D. PROP. ID. 232633)
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(60' R.O.W.)
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BLOCK 1 FARAH ESTATES
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LOT 10
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LOT 11
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ABBAS GILANI (W.C.A.D. PROP. ID. 232623)
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RESERVE "A" DETENTION
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GREENBRIAR ESTATES
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DESCRIPTION OF A TRACT OF LAND CONTAINING 4.7701 ACRES (207,808 SQUARE FEET) SITUATED IN THE WILLIAM COOPER LEAGUE, ABSTRACT 20 WALLER COUNTY, TEXAS BEING A TRACT OF LAND CONTAINING 4.7701 ACRES (207,808 SQUARE FEET), SITUATED IN THE WILLIAM COOPER LEAGUE, ABSTRACT 20, WALLER COUNTY, TEXAS, BEING ALL OF A 4.7716 ACRE TRACT OF LAND CONVEYED UNTO MZ ENTERPRISES BY DEED RECORDED IN VOLUME 632, PAGE 862 OF THE DEED RECORDS OF WALLER COUNTY, TEXAS. SAID 4.7701-ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A FOUND 1-INCH IRON PIPE AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 10 (VARIABLE WIDTH) WITH THE EAST RIGHT-OF-WAY LINE OF F.M. 1489 (A.K.A. KOOMEY ROAD) (80.00 FEET WIDE) FOR THE SOUTHWEST CORNER OF SAID 4.7716-ACRE TRACT; THENCE NORTH 02°40'46” EAST, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID F.M. 1489, A DISTANCE OF 65.78 FEET (CALLED 65.85 FEET) TO A FOUND 2-INCH IRON PIPE FOR AN ANGLE POINT; EAST, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID F.M. 1489, A DISTANCE OF 65.78 FEET (CALLED 65.85 FEET) TO A FOUND 2-INCH IRON PIPE FOR AN ANGLE POINT; THENCE NORTH 02°55'11” WEST (CALLED NORTH 02°40'46” WEST), CONTINUING ALONG THE EAST RIGHT-OF-WAY LINE OF F.M. 1489, A DISTANCE OF 207.13 FEET (CALLED 207.19 FEET) TO A FOUND 1/2-INCH IRON PIPE WITH CAP MARKED “KALKOMEY WEST (CALLED NORTH 02°40'46” WEST), CONTINUING ALONG THE EAST RIGHT-OF-WAY LINE OF F.M. 1489, A DISTANCE OF 207.13 FEET (CALLED 207.19 FEET) TO A FOUND 1/2-INCH IRON PIPE WITH CAP MARKED “KALKOMEY WEST), CONTINUING ALONG THE EAST RIGHT-OF-WAY LINE OF F.M. 1489, A DISTANCE OF 207.13 FEET (CALLED 207.19 FEET) TO A FOUND 1/2-INCH IRON PIPE WITH CAP MARKED “KALKOMEY KALKOMEY SURVEYING” FOR AND ANGLE POINT; FOR AND ANGLE POINT; THENCE NORTH 01°58'09” WEST (CALLED NORTH 03°02'14” WEST), CONTINUING ALONG THE EAST RIGHT-OF-WAY LINE OF F.M. 1489, A DISTANCE OF 58.07 FEET (CALLED 57.96 FEET) TO A FOUND 1/2-INCH IRON ROD FOR THE NORTHWEST CORNER OF SAID WEST (CALLED NORTH 03°02'14” WEST), CONTINUING ALONG THE EAST RIGHT-OF-WAY LINE OF F.M. 1489, A DISTANCE OF 58.07 FEET (CALLED 57.96 FEET) TO A FOUND 1/2-INCH IRON ROD FOR THE NORTHWEST CORNER OF SAID WEST), CONTINUING ALONG THE EAST RIGHT-OF-WAY LINE OF F.M. 1489, A DISTANCE OF 58.07 FEET (CALLED 57.96 FEET) TO A FOUND 1/2-INCH IRON ROD FOR THE NORTHWEST CORNER OF SAID TRACT HEREIN DESCRIBED; THENCE NORTH 87°40'26” EAST, A DISTANCE OF 178.69 FEET TO A SET 1/2-INCH IRON ROD WITH CAP MARKED "SURVEY 1" FOR THE UPPER NORTHEAST CORNER OF SAID TRACT HEREIN DESCRIBED; EAST, A DISTANCE OF 178.69 FEET TO A SET 1/2-INCH IRON ROD WITH CAP MARKED "SURVEY 1" FOR THE UPPER NORTHEAST CORNER OF SAID TRACT HEREIN DESCRIBED; THENCE SOUTH 02°05'38" EAST, A DISTANCE OF 59.19 FEET TO A SET 1/2-INCH IRON ROD WITH CAP MARKED "SURVEY 1” FOR AN INTERIOR CORNER OF SAID TRACT HEREIN DESCRIBED; FOR AN INTERIOR CORNER OF SAID TRACT HEREIN DESCRIBED; THENCE NORTH 88°10'18” EAST, A DISTANCE OF 178.88 FEET TO AN ANGLE POINT; EAST, A DISTANCE OF 178.88 FEET TO AN ANGLE POINT; THENCE NORTH 88°56'00” EAST, A DISTANCE OF 157.93 FEET TO A FOUND 60D FOR AN INTERIOR CORNER OF SAID TRACT HEREIN DESCRIBED; EAST, A DISTANCE OF 157.93 FEET TO A FOUND 60D FOR AN INTERIOR CORNER OF SAID TRACT HEREIN DESCRIBED; THENCE SOUTH 02°46'13” EAST, A DISTANCE OF 72.73 FEET TO A SET 1/2-INCH IRON ROD WITH CAP MARKED "SURVEY 1" FOR AN INTERIOR CORNER OF SAID TRACT HEREIN DESCRIBED; EAST, A DISTANCE OF 72.73 FEET TO A SET 1/2-INCH IRON ROD WITH CAP MARKED "SURVEY 1" FOR AN INTERIOR CORNER OF SAID TRACT HEREIN DESCRIBED; THENCE NORTH 88°23'59” EAST, A DISTANCE OF 256.69 FEET TO A FOUND 1/2-INCH IRON ROD WITH CAP MARKED "SURVEY 1" FOR THE EASTERLY NORTHEAST CORNER OF SAID TRACT HEREIN DESCRIBED; EAST, A DISTANCE OF 256.69 FEET TO A FOUND 1/2-INCH IRON ROD WITH CAP MARKED "SURVEY 1" FOR THE EASTERLY NORTHEAST CORNER OF SAID TRACT HEREIN DESCRIBED; THENCE SOUTH 02°53'19” EAST, A DISTANCE OF 225.30 FEET TO A FOUND 1/2-INCH IRON PIPE IN THE NORTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 10 FOR THE SOUTHEAST CORNER OF SAID TRACT HEREIN DESCRIBED; EAST, A DISTANCE OF 225.30 FEET TO A FOUND 1/2-INCH IRON PIPE IN THE NORTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 10 FOR THE SOUTHEAST CORNER OF SAID TRACT HEREIN DESCRIBED; THENCE NORTH 88°06'04” WEST, ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 10, A DISTANCE OF 257.23 FEET TO A FOUND 1/2-INCH IRON ROD FOR AN ANGLE POINT; WEST, ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 10, A DISTANCE OF 257.23 FEET TO A FOUND 1/2-INCH IRON ROD FOR AN ANGLE POINT; THENCE NORTH 88°51'41” WEST, CONTINUING ALONG THE NORTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 10, A DISTANCE OF 225.33 FEET TO A CONCRETE MONUMENT FOUND FOR AN ANGLE POINT; WEST, CONTINUING ALONG THE NORTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 10, A DISTANCE OF 225.33 FEET TO A CONCRETE MONUMENT FOUND FOR AN ANGLE POINT; THENCE SOUTH 88°03'19” WEST, CONTINUING ALONG THE NORTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 10, A DISTANCE OF 290.74 FEET (CALLED 290.82 FEET) TO THE POINT OF BEGINNING AND CONTAINING 4.7701 ACRES (207,808 SQUARE FEET), MORE WEST, CONTINUING ALONG THE NORTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 10, A DISTANCE OF 290.74 FEET (CALLED 290.82 FEET) TO THE POINT OF BEGINNING AND CONTAINING 4.7701 ACRES (207,808 SQUARE FEET), MORE OR LESS.
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5'X20' A.E. VOL. 225, PG. 337
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10' H.L.&P. ESMT. VOL. 225, PG. 337
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N 02°40'46" W
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65.78' (CALLED 65.85')
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WOOD
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METAL
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PLASTIC
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FENCE
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A.E. = AERIAL EASEMENT= AERIAL EASEMENT
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NOTES: : 1. ALL BEARINGS SHOWN HEREON ARE REFERENCED TO A PRIOR DEED CONVEYED UNTO MZ ENTERPRISES, RECORDED IN VOL. 632, PG. 862 OF THE DEED RECORDS OF WALLER ALL BEARINGS SHOWN HEREON ARE REFERENCED TO A PRIOR DEED CONVEYED UNTO MZ ENTERPRISES, RECORDED IN VOL. 632, PG. 862 OF THE DEED RECORDS OF WALLER MZ ENTERPRISES, RECORDED IN VOL. 632, PG. 862 OF THE DEED RECORDS OF WALLER MZ ENTERPRISES, RECORDED IN VOL. 632, PG. 862 OF THE DEED RECORDS OF WALLER , RECORDED IN VOL. 632, PG. 862 OF THE DEED RECORDS OF WALLER VOL. 632, PG. 862 OF THE DEED RECORDS OF WALLER VOL. 632, PG. 862 OF THE DEED RECORDS OF WALLER OF THE DEED RECORDS OF WALLER DEED RECORDS OF WALLER RECORDS OF WALLER WALLER WALLER COUNTY, TEXAS, POINTS (A) AND (B) WERE HELD FOR HORIZONTAL CONTROL. 2. THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF INFORMATION CONTAINED IN A TITLE REPORT PER THE REQUEST OF THE BUYER. THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF INFORMATION CONTAINED IN A TITLE REPORT PER THE REQUEST OF THE BUYER. 3. THIS SURVEY IS CERTIFIED TO NEW MZ ENTERPRISES, INC. FOR THIS TRANSACTION ONLY, IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. THIS SURVEY IS CERTIFIED TO NEW MZ ENTERPRISES, INC. FOR THIS TRANSACTION ONLY, IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 4. ALL EASEMENTS AND BUILDING LINES SHOWN ARE PER THE RECORDED PLAT UNLESS OTHERWISE NOTED. ALL EASEMENTS AND BUILDING LINES SHOWN ARE PER THE RECORDED PLAT UNLESS OTHERWISE NOTED. 5. THERE ARE NO NATURAL DRAINAGE COURSES ON SUBJECT PROPERTY. THERE ARE NO NATURAL DRAINAGE COURSES ON SUBJECT PROPERTY. NO NATURAL DRAINAGE COURSES ON SUBJECT PROPERTY. NATURAL DRAINAGE COURSES ON SUBJECT PROPERTY. 6. SUBJECT PROPERTY IS LOCATED IN ZONE "X" BASED OF THE NATIONAL FLOOD INSURANCE PROGRAM'S FLOOD INSURANCE RATE MAP NO. 48473C 0350 E, DATED 2-18-2009 FOR SUBJECT PROPERTY IS LOCATED IN ZONE "X" BASED OF THE NATIONAL FLOOD INSURANCE PROGRAM'S FLOOD INSURANCE RATE MAP NO. 48473C 0350 E, DATED 2-18-2009 FOR X" BASED OF THE NATIONAL FLOOD INSURANCE PROGRAM'S FLOOD INSURANCE RATE MAP NO. 48473C 0350 E, DATED 2-18-2009 FOR " BASED OF THE NATIONAL FLOOD INSURANCE PROGRAM'S FLOOD INSURANCE RATE MAP NO. 48473C 0350 E, DATED 2-18-2009 FOR 48473C 0350 E, DATED 2-18-2009 FOR DATED 2-18-2009 FOR 2-18-2009 FOR FOR WALLER COUNTY, TEXAS. COUNTY, TEXAS.
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CLIENT:
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ADDRESS:
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SURVEYORS CERTIFICATE: IN MY PROFESSIONAL OPINION, THIS PLAT REPRESENTS THE FACTS FOUND ON THE GROUND DURING THE COURSE OF A BOUNDARY SURVEY CONDUCTED UNDER MY SUPERVISION ON AUGUST 24, 2016 AND THAT THIS PLAT SUBSTANTIALLY AND THAT THIS PLAT SUBSTANTIALLY COMPLIES WITH THE CURRENT STANDARDS AS ADOPTED BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING; AND THAT THERE ARE NO ENCROACHMENTS OR PROTRUSIONS EXCEPT AS SHOWN. _______________________________ RICHARD FUSSELL RPLS# 4148
Survey 1, Inc. 1, Inc. 1, Inc. , Inc. Your Land Survey Company
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LEGAL DESCRIPTION:
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A TRACT OF LAND CONTAINING 4.7701 ACRES (207,808 SQUARE FEET), SITUATED IN THE WILLIAM COOPER 4.7701 ACRES (207,808 SQUARE FEET), SITUATED IN THE WILLIAM COOPER 4.7701 ACRES (207,808 SQUARE FEET), SITUATED IN THE WILLIAM COOPER LEAGUE, ABSTRACT 20, WALLER COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS . SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS ATTACHED.
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DENOTES SPOT ELEVATION
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159.5
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160.1
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159.7
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159.8
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160.3
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160.0
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160.9
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160.7
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160.1
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30.2'
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30.2'
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ONE STORY FRAME (RESTAURANT)
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159.4
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F
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FUEL LIDS
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F
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F
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F
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F
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F
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F
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F
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F
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F
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F
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F
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F
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FUEL PUMP AREA
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FUEL PUMP AREA
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F
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F
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F
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ONE STORY FRAME (GAS STATION)
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162.80
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162.56
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162.09
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161.41
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161.15
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160.96
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161.0
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161.0
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161.0
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160.7
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160.2
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160.4
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160.7
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161.8
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161.5
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160.40
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161.66
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161.4
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161.3
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160.2
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160.6
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160.2
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160.0
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BILLBOARD
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160.5
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160.3
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160.4
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160.5
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160.6
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160.3
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160.2
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160.28
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160.05
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161.01
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POWER POLE
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160.83
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160.57
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160.32
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SIGN
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SIGN
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SIGN POST (TYP.)
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TRAFFIC SIGN
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161.48
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161.31
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160.95
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161.55
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161.24
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161.57
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162.16
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161.1
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161.0
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160.9
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161.4
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162.0
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FND 60D NAIL
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161.9
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DITCH
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FND 1/2" IR W/CAP MARKED "SURVEY 1"
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10' H.L.&P. ESMT. VOL. 225, PG. 337
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162.1
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160.9
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161.2
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161.39
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S
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SANITARY SEWER MANHOLE
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S
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162.07
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160.7
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157.6
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157.4
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157.4
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157.2
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156.8
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156.9
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161.6
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157.9
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161.2
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159.2
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158.9
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160.2
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159.3
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SERVICE POLE
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FND 1" IP
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(B)
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161.1
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SET 1/2" IR W/CAP MARKED "SURVEY 1"
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SET 1/2" IR W/CAP MARKED "SURVEY 1"
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SET 1/2" IR W/CAP MARKED "SURVEY 1"
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BURIED CABLE MARKER
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INSET "A" SCALE 1"=100'
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WATER METER
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WM
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WM
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WM
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FND 1/2" IR
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SEE INSET "A"
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N 01%%D58'09" W (CALLED N 03°02'14" W)
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L2
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FND 1/2" IP
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FND 1/2" IR
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GRATE INLET TOP ELEV 16.05
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161.8
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FND 2" IP
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UNDERGROUND TRAFFIC SIGNAL BOX
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24" RCP FL=157.31
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159.3
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159.5
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CONC. MONUMENT
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DITCH
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ASPHALT ROAD
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ASPHALT ROAD
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SAN. M.H. RIM ELEV-160.07
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PROJECT BENCHMARK PUBLISHED ELEVATION - 161.01 PUBLISHED ELEVATION - 161.01 FLOODPLAIN REFERENCE MARK NUMBER AW0122 IS A BRASS DISK LOCATED 1.0 MILE WEST FROM BROOKSHIRE ABOUT 1 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS 1 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT BROOKSHIRE, ABOUT 3 POLES WEST OF MILE POST 1047, 9.6' SOUTH OF THE SOUTH RAIL, 124.5' NORTH OF THE CENTER LINE OF U.S. HIGHWAY 90, 222' WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST TO A HOUSE, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 5.0' BOX CONCRETE CULVERT UNDER THE TRACK, AND ABOUT 2.0' BELOW THE LEVEL OF THE TRACK. (NAVD 1988, 1991 ADJ) (NAVD 1988, 1991 ADJ) TEMPORARY BENCHMARK ELEVATION - 160.07 ELEVATION - 160.07 MAG NAIL IN FREECROFT STREET BEARING S 42°32'22" W, A DISTANCE OF 9.32' FROM A 2" IRON PIPE FOR AN ANGLE POINT OF SUBJECT PROPERTY.
