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MIRA MAR DEV. CORP.
DOC. 200600465952
D.R.D.Co.,Tx.
8
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VOL. 94190, PG. 4358
D.R.D.Co.,Tx.
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VOL. 97023, PG. 3493
D.R.D.Co., Tx.
THE RESERVE
VOL.98249, PG. 23
D.R.D.Co.,Tx.
/
/
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co.,Tx.
J.H. SIMMONS SURVEY
A- 1296
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PRELIMINARY PLAT @ I"
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BLOCK A, LOTS 1 -29
EDWARD A. CROW SURVEY, ABSTRACT NO.
J.W. ANDERSON SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
CITY OF COPPELL, DALLAS COUNTY, TEXAS
JUNE 18, 2007
SHEET 1 of 2
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0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
301
1 8
Copyright 2006
LEGEND -
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SANITARY SEWER M.H.
WA TER VAL VE
FIRE HYDRANT
POWER POLE
-E-E- OVERHEAD ELECTRIC
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Original Scale: 1" = 50
o U 50
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Graphic Scale in Feet
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NOTE:
ACCESS/ MAINTENANCE EASEMENT TO
COINCIDE WlTH THE WESTERN BOUNDARY
OF THE EXIST1NG SANITARY SEWER EASEMENT.
(SEE SHEET 2 FOR DET AJLS)
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PD-220R-SF -12
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3208 S. MAIN ST. FORT WDRl11 , TX 76110-4278
TEL: (817)926-7876 FAX: (817)926-7878
G?S-Sl.IR'v81NG-IUW'NG-PUNN~9..li,4NTS Project No. B371-PP-Re
EASEMENT DETAIL ALONG DENTON TAP
1498.01 - MIN, FF ELEVS.
( 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.)
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VOL. 93215. PG. 8992
D.R.D.Co,T.
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T-12
T-13
T-14
T-15
T-16
T-17
TANGENT TABLE
Bearina
S 89'20' 30r. W
S 03'07'29" E
S 03'07'29" W
S 44'26'21" W
S 00'34'51" E
S 00'35'01" E
N 00'35'12" W
S 05'02'57" E
N 02'10'47" W
N 00'30'49" W
N 00'30'42" W
N 00'30'42" W
S 00'30' 49" E
N 00'30' 49" W
N 00'30'49" W
N 44'26'21" E
S 00'31'52" E
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9.03'
20.97'
37.66'
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3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
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35.28'
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NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodwayjfloodplain area as shown hereon. The maIntenance for these
areas shall be the sole responsibility of the individual lot owners adjacent to
said areas. These areas are to remain free of Improvements that may obstruct
the flow of storm water and protected from potential erosion by the owners.
No fences will be allowed in the floodplain or any other structures (pools, decks,
gazebos, etc.) per the City's Floodplain Ordinance.
24
20' SEWER SANITARY
EASEMENT
VOL. 93215, PG. 8992
D.R.D.Co.,T.
.X
enm
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SCREENING
WALL 5' MAINTENANCE
EASEMENT
LOT No. AREA LOT No. AREA
LOT 1 X 3,741 S.F, LOT 1 6 30,679 S.F.
LOT 1 15,231 S.F, LOT 17 44,524 S.F,
LOT 2 15,381 S.F. LOT 18 42,030 S.F.
LOT 3 14,940 S.F. LOT 19 - 35,574 S.F.
LOT 4 14,619 S.F. LOT 20 30,062 S,F.
LOT 5 15,812 S.F, LOT 21 28,896 S.F.
LOT 6 16,335 S.F. LOT 22 19,184 S.F.
LOT 7 20,034 S.F. LOT 23 15,018 S.F.
LOT 8 18,875 S.F. LOT 24 20,927 S.F.
LOT 9 24,755 S.F. LOT 25 - 19,980 S.F.
LOT 10 24,027 S.F. LOT 26 16,569 S.F.
LOT 1 1 57,902 S.F. LOT 27 20,213 S.F.
LOT 1 2 33,397 S.F. LOT 28 14,447 S.F.
LOT 13 23,313 S.F. LOT 29 16,137 S.F.
LOT 1 4 24,397 S.F. LOT 29X = 7,943 S.F.
LOT 15 26,510 S.F.
29X
N 89'25'09" E 210.13'
PROPOSED BACK OF CURB ....
BETHEL ROAD
S)J.n ARY SE~
~ANHOCE
TOTAL AREA
29 LOTS
1 X & 29 X LOTS
STREET R.O. W.
R.O. W. DEDICA TION
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L:::Gp.L D=SC~;PIIO,'~
BE ~JG 18.506 acres of lard loc3ted ~ the ED'/\}A,~D A. CROvV SJRVEv. ABSTRAC-;- 301. anc :he ~.\f'J
AJ\JDE~SO\~ Sl,QVEY A3S-:-RACT 18. Ccpcell, ~alas Co~nty. Texas and bel"g a I :f a :ract of lard conveyec:o
~/I'a r-.1ar De'.,Ie':Jprlent CorocraClon. by deed recorcec 1,1 J:JCl.-ment NJ11ber 200600465947 at Cee::: Records of
Dallas COI..rty ~exas, saia 18 ~,C6 acres of land be ng more oart cu arly described by lletes and ccun:;s as fcllovis:
~
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. 8
I
PD CONDITIONS:
1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE:
A. DELETION OF ALLEYS
2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS.
3. 1498.01- MIN. FF ELEVS.
(2.0' FOOT ABOVE 100 YR. FLOOD ELEV.)
BE'3INNING cd a 1/2 nc~ IrC'l 'od a~ tie Sc:utreast corner of said .A..e;~ar:.::er Tract. being Icca:ed b,. ceed In the
SOLtn bou'lda'j' line of said EC\:Vt..RJ A, CR:J\JV S'J~\jE\/. a'ld said P~Jint O. Beg rnirg :::eirg locE:ted at the
Intersenen of the eXisting \Ifest rlg"-t-cf-,t'"ay l'le of Jen:cr Tap ~ca.d (a 100 feet w de pl.bllC :Ig'lt-ef-~'\'ay at thiS
poi...t) wi':h the e.:ist ng \lorth ,'igh:-of-wa'j ine of Bethel Road la 50 fool,.y c:e pubic right-of-';Ja~l; and be ng tre
beg nnirg c/ a rcr-tange'lt curve to the eft ha'l rg 3 radius of 1145'92 feet ard chord bearing No'~h 89 deg'ees 37
rn I~utes 16 seconCl5 West ad chord le'~gth cf 3685 feet:
4. NO BUILDING PERMITS SHALL BE ISSUED FOR LOTS 9 THROUGH 22
UNTIL A LOMR IS RECEIVED, AND THESE LOTS ARE REPLATTED TO INDICATE
THE REVISED FLOOD PLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILED UNTIL THE REVISION
TO THE FLOOD PLAIN LINE IS APPROVAL BY FEMA AS PRESCRIBED HEREIN.
I~:::NCE along sa d Gur/e a distan::e of 3685 feet to 3 point n the said ~,Qrth rigrr-of-v/ay I re and the Sou.h
bOLl'lOa"1 re of said ,6.exancer- '-ra.ct,
~i-~c~JCE alar!] tre said f\.;8rln right-o~-\"ay line of Be:rel R8ad and the South boundar~1 I,~e o. said 18.506 acre t'act
the .fo Ic\v i'" g
5. LOT 1 X AND LOT 29X TO BE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCTION
ESTABLISHED FOR THIS ADDITION (SEE HOMEOWNERS ASSOCIATION DOCUMENTS FOR SPECIFICS).
SO~t1 89 degrees 27 '11lnutes 28 seconds "Nest - 420.29 "eet,
........
6. HOMEOWNERS ASSOCIATION IS REPONSIBLE FOR MAINTAINING ALL ABOVE-GROUND IMPROVEMENTS
IN LOT 1 X AND LOT 29X.
7. FIVE FOOT (5') MAINTAINCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBLlTY
OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT.
North 30 degrees 52T1nutes ~;2 seco'lds '.f.fEst - 22862 feet to a. po'nt;
SO",t1 89 deg'ees 29 llinutes 1 ~ seconds \~Vest - 628.32 .feet:o the cen:erl ne of G'apevine Creek;
~'l=NCE alorg l'le salo cer(erl ne Of Grapevine C"eek as fa Icv...s,
TO THE SCREENING WALL
8. A MINIMUM 8' SIDE YARD SHALL BE ON ALL LOTS, EXCEPT SIDE YARDS ADJACENT TO THE STREETS
SHALL HAVE A MINIMUM SIDE YARD OF 15' FEET.
North 048 degrees 20 'l1lnutes 52 seconds 'Nest - 126 81 feet to a. pO'l!,
North 16 degrees 19 'Ii inLJtes 59 seconds \/Jest - 71 49 .eet to a pon:
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9. FRONT YARD SETBACKS SHALL VARY FROM 25' TO 40'.
10. THIS PROPERTY SHALL BE DEVELOPED IN ACCODANCE WITH THE SF -12 DISTRICT REGULATIONS,
EXCEPT AS HEREIN REVISED.
North O' degree 41 rllnu:es 54 secc:ncs East -- 67.82 feet to a pOint,
North 36 degrees 05 lIinJtes 13 seconds East - 7344 feet to a point;
North 6' da';Jrees 22 Tinutes 34 seconds East- 175.66 feet:o a peint;
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11. NO FENCE SHALL BE PERMITTED TO BE BUILT EAST OF THE SAITARY SEWER MANHOLES ON LOT 22,
12. SIDEYARD FENNCES FOR LOTS 4, 6, 26, AND 27 SHALL BE LIMITED TO DECORATIVE METAL.
So~t'l 80 degcees 48 'lllnutes 27 se:onds E:ast - 54.39 feet ~o a pClnl:
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North 74 degrees 07 rrinJtes 14 seconds East - 48 28 feet tc a point;
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~~orth 62 degrees 48 rrinutes 34 seco'lds East - 9452 feet to a point;
ill
North 47 degrees 02 rninJtes 02 seconds East - 7865 feet to a point;
~~orth:7 degrees J.9rinJtes '1 seco'ids E3S1-13~' 29 feet:o a point:
~Jorth 59 degrees 28 Tinutes 53 seconds E3S1-18S 60 feet:o a point:
North 87 degrees 03"'1" in utes 53 seconds East - 192.64 feet :CI a point:
SOl-In 69 degrees 25 11inutes C9 seconds ::.ast - '34.66 .teet te a PO nt:
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SOvtn 36 deg 'ees 16 minutes 21 seconds East - 93.56 .teet:o a ~cint:
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So.tf-, 30 deg'ees 49 11lnutes 30 se:onds ::.ast - 75.85 "'eet:o a 2clnt.
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Eo~,tn 49 jegrees 2l 1llnL.tes 47 seconds East - 2Q1.2C "eet to tne West right-of-way ne of Centon Tap:~oad (a
120 foot ',,fide right-oLvJay at th s po,rt):
HONE
lojANHOCE
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T-1=~~CE alorg tne liVest right-of-way Ire cf said Centon Tap n:oa8 as ~o,lol:"s
SOL,trl 00 Jegrees 39 In flutes 30 seccnds :::ast - 2' 7.01 :eet alor'9 air;e 60 foot "i"'/est of ar'd parallel to the
cente'l re o~ sa d Centon Tap ~oad ~o 3. coint;
1/2' 1.P.r.
SO,-.t1 06 degrees 22 rli:-ules 08 seconds East - 100 5C feet to a :)0 nt. said pont being 50Ge "eet from tre
cEnterl re Of sa d Centon Tap ~oad.
SOL.ln 00 cegrees 38 en neltes 02 seconds cast - 10814 .eet alo."g a Ir:e 50 feet \/\/e.s: of arc .oarallel to :he
cente" re of sad Centon Tap Road to a pcint
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So,-.tn 00 degrees 31 rri,"'Jtes 52 seccrds East - 43 19 feet a'crg a line 5: feet '~tl,}est of a"'c paral.el te 'he cen:er ire
of said Certon Tao R.oaa. to :he ?OINT of BEGINN r'~G. contain "g 18586 acres cr 806.128 square feet of lara.
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10' GENERAL TELEPHONE I
EASEMENT I
VOL. 70251, PG. 356
. .......... D,RD.Co,T.
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5' WAJL MAINTENANCE
EAf3EMENT
SIGHT : SCREENING
'~"EA1:~N_T_ _ L _ L _ _"WALL
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5' WALL1 MAiNTENANCE
: EAS~MENT
: SIGHT
: I EASE.lA~.NT
; L ...... .//
---+---- ------;.-,.4-
: ...
- ".lr~
.........25'
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NATER
VALVE
PROPOSED CURB
ENHIA.NCEb PA\t1NG
CST AWPED CONCRETE
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----------'1:-
WEST BETHEL
ROAD
PRELIMINARY PLAT
~ ~rum
BLOCK A, LOTS 1-29
EDWARD A. CROW SURVEY, ABSTRACT NO.
J.W. ANDERSON SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
CITY OF COPPELL, DALLAS COUNTY, TEXAS
JUNE 18, 2007
Sheet 2 of 2
DETAIL AT WEST
AND KNIGHTS
BETHEL
WAY
RD.
SCALE: 1" = 3D'
SCALE: 1"
301
1 8
= 30'
18.506 AC.
16.052 AC.
0.268 AC.
2,038 AC.
0.147 AC.
SURVEYOR
SEMPCO SURVEYING, INC.
3208 SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
817-926-7876
FAX: 817-926-7878
PD-220R-SF -12
ENGINEER
BENNETT ENGINEERING
20.3 N. JACKSON
P.O. BOX 2077
WYLIE, TEXAS 75098
972-429-399.3
FAX: 972-429-3963
OWNER
MIRA MAR DEVELOPMENT CORP.
600.3 SUNDERLAND DRIVE
COLLEYVILLE. TEXAS 760.34
817-996-6698
FAX: 817-329-1792
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT W'ORTI1, TX 76110-4278
TEL: (817)926-7876 FAX: (817)926-7878
Co py rl g h t 200 6 GPS-SU'OCT1Nc.-ilVWING-F'LWilNG-~9.l TMTS P roJ ect No. 8371