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SURVEY TO ACCOMPANY DESCRIPTION
<br /> OF 0.3162 AC. OR 13,773 SQ. FT. OF LAND OUT OF
<br /> THE JUAN MARTIN VERAMENDI SURVEY, ABSTRACT N0, 17
<br /> HAYS COUNTY, TEXAS
<br /> LINE TABLE LINE TABLE
<br /> SCALE 1" = so'
<br /> LINE# BEARING DISTANCE LINE# BEARING DISTANCE
<br /> L1 N72'41'47"E 45.69' L10 S54'12'47"W 70.30'
<br /> L2 S83'1SWE 63.14' (L10) (S55'40'11"W) (70.21') ENOI
<br /> L3 S78'09'17"E 46.89' 1-11 S61'48'22"W 29.45' MARTIN VRAM
<br /> L4 N71'46'33"E 70.80' (L11) (S63'15'46"W) (29.41') jUA SURVEYO 17
<br /> L5 N12'02'59"E 52.89' L12 S82'17'36"W 155.23' ABSTRACT N
<br /> RCOS
<br /> L6 N40'10'02"E 32.28' (L VOL. 282, PG. 48612) (SB3'45'00"W) (155.03') CITY MA86
<br /> L7 N52'55'43"E 100.46' L13 N79'58'02"W 83.77' O.P.R.H.C.T.
<br /> LOT Y, MARCH 11, 1976
<br /> L8 S4626'50"E 72.06' L14 N79'58'02"W I B.37' BLOCK 7
<br /> 1.166 ACRES
<br /> L9 S5514'17"W 78,41'
<br /> (L9) (S56'47'16"W) (78.32') LOT Y, BLOCK 7,
<br /> B. W. BREEDING ADDITION
<br /> BK. 6, PG. 218
<br /> P.R.H.C.T.
<br /> CITY OF SAN MARCOS DRAINAGE ILLEGIBLE/
<br /> o VOL. 291, PG. 394 Q
<br /> D.R.H.C.T., DECEMBER 21, 1976 EASEMENT
<br /> h� VOL. 292, PG. 371 CO Q.3162 AC. OR
<br /> D.R.H.C.T., JANUARY 22, 1977 v 3,773 SQ. FT
<br /> VOL. 292, PG. 602 �991
<br /> �V O ry1 D.R.H.C.T., JANUARY 31, 1977 ��,
<br /> C24.�ry0 VOL. 293, PG. 762
<br /> D.R.H.C.T., MARCH 9, 1977
<br /> 4. Q VOL. 294. PG. 120
<br /> JP� p. D.R.H.C.T., MARCH 18, 1977 O
<br /> '1 VOL, 339, PG. 177
<br /> D.R.H.C.T., NOVEMBER 10. 1979 `�01 LEGEND
<br /> L� L2 L3 i LAr CALCULATED POINT
<br /> 1/2" ]RON ROD CAP WITH
<br /> L14 03 SEEDAETAIL f" (� O "BYRN & ASSOCIATES" FOUND
<br /> (UNLESS NOTED)
<br /> P.O.B. _ __ 1/2" IRON ROD FOUND
<br /> SURFACE COORDINATE PURGATORY CREEK �- (UNLESS NOTED)
<br /> N= 13,$69,15$.3$ (NO RECORD /! CITY OF w\ O.P.R.H.C.T. OFFICIAL PUBLIC RECORDS
<br /> E= 3,869,150.38 1NFORNIATION FOUND) SAN MARCOS HAYS COUNTY, TEXAS
<br /> P.R.H.C.T. PLAT RECORDS
<br /> HAYS COUNTY, TEXAS
<br /> ' P.O.B. POINT OF BEGINNING
<br /> PROPERTY LINE
<br /> R.O.W. RIGHT OF WAY
<br /> / HCAD DISTRICT
<br /> SOUNTY APPRAISAL
<br /> 1.OTH S PROJECT IS REFERENCED, FOR ALL BEARINGS ARE BASED % {-••••) RECORD INFORMATION
<br /> ON THE TEXAS STATE PLANE COORDINATE SYSTEM, GRID NORTH, \.
<br /> SOUTH CENTRAL ZONE, (4204). NAD83, ALL DISTANCES WERE REVISED: 11/13/24
<br /> ADJUSTED TO SURFACE USING A COMBINED SCALE FACTOR OF �- .- �� HCAD ID R60284 ISSUED: 09/27/24
<br /> 1.00012. DETAIL. "A'
<br /> 2. THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF A NOT TO SCALE McGRAY & McGRAY
<br /> TITLE INSURANCE COMMITMENT PREPARED BY CHICAGO TITLE
<br /> INSURANCE COMPANY, OF NO. 2 42 6 01 0--SMA, EFFECTIVE DATE OF LAND SURVEYORS, INC.
<br /> JULY 22, 2024. PC��5 T lF`+ 3301 HANCOCK DRIVER
<br /> �;.,a AUSTIN, TEXAS 78731
<br /> .N.. MCGRAY.COM (512) 451-8591
<br /> ..............................
<br /> CHRIS CONRAD TBPEL.S SURVEY FIRM #1009550Q
<br /> ................................
<br /> r:� 5623 r� SCALE: 1" - 60'
<br /> 94v..Fes Stir`.'•' -
<br /> 11/13/2
<br /> � .S U R V�"{ DATE: 11/23/24 TECH: EAN
<br /> CHRIS CONRAD, REG. PROF. LAND SURVEYOR NO. 5623 DATE PROJECT- 19-130 FIELD: -
<br /> Note:There is a description to accompany this plat. FIELD BOOK: SKEET 4 OF 4
<br /> M:\LAN-19-130—Purgatory Crk-2019\DWG\Parcefn\0E-CI•IY OF SAN MARCOS.dwg
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