HomeMy WebLinkAboutTowne Center #2 07-22-2015 GENERAL NOTES
X'CUTS 55'5749" E0.31'
SOURCE BENCHMARK FROM LOT CORNER PER I. THE SOLE PURPOSE OF THIS EXHIBIT IS TO SHOW CONSTRUCTION
"X"CUT RF1 002 RESPONSE CONTROL FOUND IN THE FIELD RELATIVE TO CONTROL RF(002 RESPONSE
-ELEVATION=660.95' S 10°37,27" RECEIVED ON JUNE 16,2015 AND THE AS-STAKED BUILDING LOCATION AS
-81' 16;�46,
SURVEYED IN THE FIELD ON JULY 17,2015.RELATIVE TO THE PLAN SHEETS
_c sob X*CUT S 67'20'18"E 0.38' C1.1 AND CI.2 CONTAINED WITHIN THE CONSTRUCTION PLANS FOR
GRAPEVINE PUBLIC SAFETY FACILITY, PREPARED BY PACHECO KOCH
----------_------------- ---------------- -----------
S 06-50'54'E 31&32' FROM LOT CORNER PER
DATED MAY 29,2015.
0 RFI 002 RESPONSE
X'CUT N 34'06'38" E 0.16`
4S.o,, C:S:1�2�633-E 0 2 RECORD TO MEASURED BEARING AND DISTANCE REPRESENTS THE
FROM LOT CORNER PER
DISTANCE FROM THE CALCULATED MONUMENTS PER RFI 002 TO THE FIELD
RFI 002 RESPONSE rg� 11
PROPOSED MEASURED LOCATION.
FINISH
S 33'03'52"W O.02' PROPOSED FINISH FLOOR 3. COORDINATES SHOWN HEREON REPRESENT FIELD LOCATION OF
FLOOR ELEVATION
ELEVATION CONSTRUCTION CONTROL.
HELD FOR ROTATION 664-00' 663.00'
4 SCREENED LINEWORK SHOWN HEREON REPRESENTS PROPOSED OR
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EXISTING IMPROVEMENTS AND IS FOR ORIENTATION PURPOSES ONLY
ZIMPROVEMENTS MAY EXIST THAT ARE NOT SHOWN ON THIS EXHIBIT.
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5. SOURCE BCHPLAN BENCHMARK#1,X'CUT SET ON THE EAST ENMARK
SIDE OF CONCRETE WALK BEING 172' +/- SOUTH OF THE CENTERLINE
2�
INTERSECTION OF IRA E WOODS AVENUE AND A PRIVATE DRIVE 29'
EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 2'+1-SOUTHEAST OF THE
c
cn ta�
NORTHEAST CORNER OF CURB INLET(AS SHOWN ON PLAT SHEET C2.1,AS
Z
Q SHOWN HEREON)
45,09,
PLAN ELEVATION=660.95'
SOURCE BENCHMAPJ(VERIFICAT70N. PLAN BENCHMARK#2,X'CUT SET
R 11.00' 54.5T
ON THE SOUTH SIDE OF A CURB INLET BEING 492'+1-SOUTHWEST OF THE
L=8.67' I
CB=N 36'29'55"E CENTERLINE INTERSECTION OF IRA E WOODS AVENUE AND A PRIVATE
R=35.00' CL=8.45' DRIVE,39'+1-SOUTH FROM THE CENTERLINE OF IRA E WOOD AVENUE,11
U, �L=68.86' +A NORTHEAST FORMA POWER POLE WITH GUY WIRE (AS SHOWN ON
CB=N 42'26'40"W !2 PLAT SHEET C2,1,AS SHOWN HEREON)
CL=58.28'
------ PLANaEVATIOW-654.78'
-------- ... 10 R=55.75' MEASURED ELEVATION=654.74'
L=29.94'
CB=N 195°23'06"E
wr
CL=2
9.58'
'50"E 117.73' 518'REBAR S 12'4228"W
N 10°19'33` N 04'13'50�Er-1 d.12'FROM LOT CORNER
N 89'50'40'E
61,99'
29.35' PER RFI 002 RESPONSE
W U 112"REBAR WITH RED PLASTIC CAP S
1/2"REBAR N 34'06'38"E 1\ 32' 72'21'51 W 0.17'FROM LOT CORNER 4:2�332W D.00
0.16`FROM LOT CORNER 9 . -------------- PER RFI 002 RESPONSE HELD FOR TRANSLATION
PER RFI 002 RESPONSE -SOURCE BENCHMARK ���3421-W 0�O8
�11!�158�-EO 03'� VERIFICATION"X"CUT LEGEND
ELEVATION=654.74
NO .. . FOUND MONUMENT AS NOTED
O. . . DIMENSION POINT,
_,v: OF 7-e NOTHING SET OR FOUND
. ........ + 0
CONTROL COORDINATE TABLE BENCHMARK
100 0 100 FD...FOUND
.........*.. .. . BEARING AND DISTANCE FROM
POINT NORTHING FASTING ELEVATION DESCRIPTION MA LANCASTER XXXX'XX'E X.XX' RFI 002 MONUMENT LOCATION TO
100 7025731�76 2402331�94 659.41 FD `X CUT" ................... .
FOUND MONUMENT
101 70256 2401835.61 654.60 FD 112"REBAR 4.0 8 GRAPHIC SCALE 1*=100'
<'%'p, 0 ..
..0p
102 7025415.64 2402370,12 66Z67 FD X CUT" 4-ESS
104 7025001.14 2402369.38 659.97 FD "X CUT" Su
105 7025086.79 2401912.06 656.95 FD 518"REBAR
116 7025204.25 2401920.53 657.11 FD 112"REBAR RED PLASTIC CAP AS-S'FARE55 EXHIBIT MARSHALLL T IATES, INC.
117 7025679,80 2401842.61 654,74 FD BM#2 GRAPEVINE PUBLIC SAFETY BUILDING CONSULTING LAND SURVEYORS
119 7025607.77 2402376.07 660,95 FD BM#1 LHLL1j_ DATE:0712212015 LOT 13R, BL K I land title surveys -topography-subdivision platting
JOB NO.:15076 retail, commercial and industrial construction surveying
DRAWN BY:SG TOWNE CENTER ADDITION#2 1864 North Norwood Drive,Suite E,Hurst, TX 76054
SHEET I OF I CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS metro(817)268-8000 fax(817)282-2231 www.mia-survey.com firm no.10045100
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