Site Plan ADM APPROVAL, 040308 Topographic Survey
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TRAFFIC SIGN
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UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER WJE
UNDERGROUND SANITARY SEWER liNE
EXIST CONTOUR
EXIST SPOT ELEVA TlON
EXIST TOP OF CURB ELEVA TlON
[XIST GUTTER ELEVA TlON
BENCH MARK LIST
BMI 12
C/1Y OF COPPElL ALUMINUM MARKER FOUND IN THE TOP OF
CURB IN THE PARKING LOT, BETVrffN THE FlAG POlES Of FIRE
ST A TlON NO. 2 LaC" TED AT 366 MACARTHUR BOULEV MD.
ELEV-450.37
. ~J - CUT SET IN CONCRETE BASE OF UGHT STANDARD WEST
Of CHURCH 79':i: EAST OF THE EAST RIGHT-OF-WAY UNE OF
MACARTHUR BOUlEVARD.
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P A I,filENT
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~ As of the dote of this survey, AT & T, nME WARNER CABLE and A !MGS ENERGY hod not ~
responded regarding locations and sizes of their respective service lines in the area.
Locolions of 01/ utilities should be verified prior to any construction activities.
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DAAT
DALLAS COUNTY
MAPSCO 1B-W
VICINITY MAP
(NOT TO SCALE)
NOTES
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1. ThIs topographIc mop and thtJ sUfWly upon whfch It fs bas~ haWl b~ prtJpar~ and perf-:--rm~d In accordanctJ
with thtt Unltttd Stattts Notional Map Accuracy Standards for vtNtlcal accuracy. It Is not the intent of this
survey to rendM" a professIonal opInIon as to the locatIon or condItIon of thtJ boundary of the real propfffty
shown h~. Thfs SUfWly was not prt1partJd for U" In any rttal tJstate transaction, conVl'j'OnCtJ or tltJtt
insuranctt procttttdings. Any dttplctlon that may appt10r htH"tJOr1 of b~gs, dls tan CttS, courstts, a~3 or
monumtJfltatlon ore not nttcttssorfly support~ by fftJId rt!CO~ ttvldtJnCe and sholl btJ IntMprtJtttd os befng
bostJd on rttCord Information or con~tuol rtmderings only.
2. Sub)K:t prop~y Is shown on thtt National Flood InsuranctJ Program Flood Insuronc~ RottJ Mop for Dallas
County. Tttxos, AlopNo. 4811.JC0155 J. Community-Panel No. 480170 mss J. E~tIWl Dote: August 23,
2001. All of thtJ supjttet proptJrly Is shown to be locotttd in ZontJ .X. on sold mop. Rttlevont Zontt3 ortJ d~finl!ld
on sa;d map os follows:
Zone .X. - Other A~s: Areas determin~ to btt outside 5DO-)'fJOf" floodplain.
3. All undttrground utilIty InformatIon deplctttd on th~ SUfWly Is bastJd on ovonobltt rttcord Informotron on f1ltt
at thtt City of Copp8l1 and the appropriate public utl7ity COtnponitJ5. This information has b~
WJrfflttd where posslb19 by visIble utnity oppurtfJflances. Tn9 SUfY6yor camot 9uoront&6 th{J accuracy
or complttteness of thestJ rtteords. ThtJ SufWlyor has contactl!ld tho TtlXos CKJe Call System (DIgress)
and deplct~ hereon thtt vlslbltt and apparMt markings on thtt ground os 0 result of locate ,072320408.
4. ThIs s'"''''''y d~s not pravldtt 0 determfnotlon or opinIon conct!lming thtt locatIon or ttxfsttJfJce of wetlands,
foultllnes, toxIc or hazardous waste a~s. subsldtmctJ, subsurface and environmtJfJtal conditions or
geoluglcol issues' No !JtattHTltNJt Is mode concerning thtt suitabnlty of the $Ub}ect tract for any intMdtJd
use. purpostJ or dtJ'r'tJIopmtm t.
5. Excttpt as 5pttclficafly stot~ or shown on this plat. this sur.-ey d~s not purport to rtJffttCt any of thtt
following whIch may be oPpl/cabltJ to thtt sub)K:t tract: t1Ost!JmtNIts; buldln9 stttbock lines; rtJstrictlV'tJ .
cot'tJf7ants; subdlvisfon restrictipns; zoning or othM" land-us~ rttgulatlons; AgrtJemtJflts; Lt10stt Agr~tmts;
and ormN'Shlp tItle evfdfJflce.
6. Any declaration mode hereon or her'tJln Is mode to thtt origInal purchaser of th~ SUfWlY. It Is not transferab/~ to
additional InstitutIons or subsequent owners.
~ B:1 fRS 'if D ~ fL if (g ~ (g @fPcl ~ [p) [}{J D ((; ~ lUJ fFR 'W ~)f
CHURCH OF THE APOSTLES
PART OF LOT 1, BLOCK A
CORPORATION OF THE EPISCOPAL
DIOCESE OF DALLAS ADDmON
LOCATED IN THE CIlY OF COPPELL, TEXAS
AND BEING OUT OF THE
JAMES PARRISH SURVEY, ABSTRACT NO. 1139,
AND THE S.A. & M.G.R.R. SURVEY, ABSTRACT NO. 1442,
DALlAS COUNlY, TEXAS
~4 Pacheco Koch Consulting Engineers
II~ 8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS. TX. 75206 972.235.3031
DRA HI,V BY
SLJ
CHECKED BY
EAK
SCALE
,M=20'
DATE
08/25/2007
JOB NUMBER
2867-07.319
PK FlLE: 2867-07.319
DWG FlLE: 2867-07-319T.DWG
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6" x 8" x Yz" LLV ANGLE
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W/~" 'L' BOLTS
12" x 6" STL BEAM
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4. ~r~.Y,~~1~~ DETAIL
FOUNDATION NOTES
1, USE #5 REBARS, 2 ON TOP, 2 ON BOTTOM (EXCEPT WHERE NOTED OTHERWISE)
WITH A MIN OF 2" CLEARANCETO ALL SOIL SURFACES USE #3 STIRRUP BARS AT 12" Oc.
TO HOLD BEAM BARS IN PLACE.
2. USE #4 REBAR @ 12" O.C. EACH WAY FOR SLAB REINFORCEMENT USE LIFT STANDS
UNDER ALL SLAB REINFORCING.
J USE 6 MIL. NATURAL POL YETHELENE FILM WITH A WATER VAPOR PERMEABIL TY
NOT MORE THAN 0,11 PERMS BY ASTM C-150 EXTEND VAPOR BARRIER 3'-0" (MIN) OUT
FROM FOUNDATION PERIMETER UNDER THE TOP SOIL LAYER
4 REINFORCING STEEL - ASTM A-615, GRADE 40. ALL REINFORCING SHALL HAVE RAISED
DEFORMATIONS
5. CONCRETE AGGREGATE NOT TO EXCEED l'
6. SAND CUSHIONS ARE NOT RECOMMENDED UNDER ANY SLAB SURFACES
FILL UNDER SLABS SHOULD BE CONDITIONED WITH A MECHANICAL VIBRATING ROLLER
WITH AT LEAST 8 TONS DYNAMIC FORCE
, t' ~ppro'Ja\
t\dm\n\stra \'Je
B~fIA?:fl\
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Date
.
CHRESTEN
JOHN
MARTI N
+
ASSOCIATES
ARCHITECTS.
1312
W. LAVENDER
ARLINGTON
TEXAS
76013
817.371.0107
chresten(n)aol.com III
ARCHITECTURE
PLANNING
POOL DESIGN
CONTRACTING
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tJOl ES/REVISIONS/REMARKS II
II
RU;F;lmlU1 ~"""'€j D31D: 0:1. 16, 2008 II
Tho TAxas Board of Archileclural
Ex&1n:<s has ~ CNOI a::rrpar'CS
regardlflg tho profeSSional practices
of pm,;ons reg ts10 red as archil OCIS In
TOXffi. P.O. Ebx 12337, IIusln TX. 78711
51;? .10S. QOOO Y-IW-N.tooo,sttlta.tx.us
[It, r[ Df~\WltJG # II
02.20.08
A-1 00
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4 - #5 HORIZ, REINF. BARS
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TOPOGRAPHY LEGEND
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CITY OF COPPEll
Appro'll.' of eny pl.no end or BlP4cifl~tioone
~all not bl! con~truQd to rne~11 spprOVlJl of
construction in di~ct conflict with thl! City
of Corp~H codes :J' Or~jf1en(ce9. '
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