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SURVEY, ABSTRACT NO\.
SURVEY, ABSTRACT NO.
18.506 ACRES OF LAND
OF COPPELL, DALLAS COUNTY, TEXAS
APRIL 17, 2007
SHEET 1 of 2
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FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
I ZONED-PD ' 108 ul
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
J.H. SIMMONS SURVEY
A- 1296
THE RESERVE
VOL. 98249, PG. 23
D.R.D.Co., Tx.
IZONED-PD 108R25 SF-91
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926-7876 FAX: (817)926-7878
GPS-SlJ~NG-MAPPlNG-Pl.ANNING-CONSUl.TANTS Project No. 8371-PP-Re
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ZONED-PD 108R SF-91
BLOCK
EDWARD A. CROW
J.W. ANDERSON
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co.,Tx.
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LOCATION
CURVE DATA
CURVE DELTA RADUIS TAN GET LENGTH CHORD BEARING CHORD TANGENT TABLE
CV 1 41046'05' 275' 104.92' 200.4 7' N 46024'23"E 196.04' No. Bearin<J Dist.
T-1 S 89'20'30 W 10.23'
CV 2 15012' 41" 175' 23.37' 46.46 ' N74053'46"E 46.32' T-2 S 03007'29" E 9.03'
CV 3 9012' 45" 775' 62.44' 124.61' N 87"06'29"E 124.48' T-3 S 03'07'29" W 20.97'
T-4 S 44026'21" W 37.66'
CV 4 36015'56" 200' 65.50' 126.59' S 70009'10"E 124.49' T-5 S 00034'51" E 3.00'
CV 5 9"53'55" 725' 62.78' 125.25' S 56"58'10"E 125.1 0' T-6 S 00'35'01" E 3.00'
T-7 N 00035'12" W 3.00'
CV 6 21"57'04" 275' 53.33' 105.36' S 72053'39"E 1 04.71' T-8 S 05002'57" E 3.00'
T-9 N02iO'47" W 3.00'
CV 7 8"29'51 " 275' 20.43' 40.79' S 79"37'15"E 40.75' T-10 N 00'30'49" W 3.00'
CV 8 19'30'02" 175' 30.07' 59.06' N 09020'33" E 59.27' T-11 N 00'30'42" W 3.00'
T-12 N 00'30'42" W 3.00'
CV 9 41'34' 55" 200' 75.94' 145.15' N 01'41'54"W 141.98' T-13 S 00'30'49" E 3.00'
CV 10 07"19'05" 325' 20.78' 41.51' N 18'49'19"W 41.48' T-14 N 00'30'49" W 3.00'
CV 11 43'03' 54" 135' 53.27' 1 01.4 7' N 06 '21 ' 41 "E 99.10' T-15 N 00030'49" W 7.00'
T-16 N 44'26'21" E 35.28'
CV 12 1'50' 33" 1145.92' 18.43' 36.84' N 890371'16"W 36.85' T-17 S 00'31'52" E 43.19'
VICINITY MAP
NOT TO SCALE
NOTES:
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.)
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.
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).
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 LANDSCAPE WALL IS THE RESPONSIBLlTY
OF THE PROPERTY OWNER TO MAINTAIN ON THEIR lOT.
THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACESS TO THE MAINTANCE EASEMENT FOR REPAIRS
TO THE LANDSCAPE WALL
8. AN 8' BUILDING LINE ON ALL SIDE LOT LINES.
NOTE:
The City of Coppell will not have responslblllty for maintenance of the
floodway/floodplaln area as shown hereon. The maintenance for these
areas shall be the sole responslblllty 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.
LOT No. AREA LOT No. AREA
LOT 1X = 3,741 S.F. LOT 16 30,679 S.F. TOTAL AREA - 18.506 AG.
LOT 1 - 15,231 S.F. LOT 17 - 44,524 S.F. 29 LOTS - 16.052 AG.
LOT 2 16, 191 S.F. LOT 18 - 42,030 S.F.
LOT 3 - 1 4, 1 30 S. F. LOT 19 - 35,574 S.F. 1X & 29X LOTS 0.268 AG.
LOT 4 - 14,619 S.F. LOT 20 - 30,062 S.F. STREET R.O. W. 2.038 AG.
LOT 5 - 15,812 S.F. LOT 21 - 28,896 S.F. R.O. W. DEDIGA TION 0.147 AG.
LOT 6 - 16,351 S.F. LOT 22 - 19,251 S.F.
LOT 7 - 20,017 S.F. LOT 23 - 14,961 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.Fo
LOT 10 - 24,027 S.F. LOT 26 - 16,569 S.F.
LOT 1 1 - 57,902 S.F. LOT 27 - 20,201 S.F.
LOT 12 - 33,397 S.F. LOT 28 - 14,692 S.Fo
LOT 13 - 23,313 S.F. LOT 29 - 15,384 S.F.
LOT 14 - 24,397 SoFo LOT 29X = 7,943 S.Fo
LOT 15 - 26,510 SoF.
SURVEYOR
SEMPCO SURVEYING, INC.
3208 SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
817-926....7876
FAX: 817-926-7878
LEGAL DESCRIPTION
BEING 18.006 acres of land locafEd in1he ECWARDA CRONSURVE\f. ABS1RACT 301 , and the J.W .ANDERSON SURVEY, ABSTRACT 18, Coppa", Dallas
County, Texas and being all of a tract of land oon\eyed to Mira Mar De\.elopment Corp:lra'tion, by deed recorded in Docu~nt NLIl1ber 2Cre00465947 at Deed
Records of Dallas Coll1ly, Te~s, said 18.&>6 acres of land bei ng more parti ClJarly described by metes and bounds as follCMrS:
BEGINNING at a 112 inch iron rod at the Southeast comer of said .Alexander Tract, being located by deed in 1he Soulh ooundary line of said EIJI\lARD A CROfV
SURVEY, and said Point of 8egiming being located at the intersection of the e)(jsting W:5t' rigbt<d~tay [ire of Denton Tap Road (a 100 foot VlAde puliic right-of-
way at 1his point) vvith 'the existing North right-of-vvay line of Bethel Road (a 50 foot wide publicright-of-vvay) and being the begnning of a non-tangent curve to the
left having a radius of 1145.92 feet and coord beari ng North 89 degrees '37 minutes 16 seo:lnds VVest andchdrd lergth of 36.85 feet;
THENCE along said curve a distance of 36.85 feetto a point in 1he said North right-of-1f~Y line and the Southooundary line of said Alexander Tract;
THENCE along the said North right-of""Mity line of Bethel Road and 1he South ooundary line of said 18,423 a:re tract, the foIlO"/1Ang:
South 89 degrees 27 ninutes 28 seconds West - 420.23 feet;
South B9 degrees 29 ninutes 11 seconds \J\est - 628.32 feet to 'the centerline of B'ape\1ne Creek:
'THENCE along the said centerline of G'apevine Creek as follm'l.S;
North 30 degrees 52 ninutes 12 seconds ~ - 228.62 feet to a point;
North 48 degrees 20 mnutes 52 seoonds ~ - 126.81 feet to a point;
North 16 degrees 19mnutes 59seconds~-71.49feettoa p:.Jint;
North 01 degree 41 minutes 54 seconds East - 67,92 feet to a point;
North 36 degrees C6 rrinutes 13 seconds East- 73.44 feet to a point;
North 61 degrees 22 rrinutes, 34 seconds East -175.66 feet 10 a p::>int;
South 80 degrees 48 mnutes 27 seconds East - 54.39 feet to a point
North 74 degrees 07 rrinutes 14 seconds East - 48.28 feet to a f.XIin1;
North 62 degrees 48 mnutes 34 ssconds East - 94.52 feet to a PJin1;
North 47 degrees 02 mnutes 02 seconds East - 78.65 feet to a poi~
North Tl degrees 49 mnutes 11 9:3oonds East - 139.29 feet to a poi nt;
North 59 degrees 20 mnutes 53 ssconds East - 186.60 feet to a poi nt;
North 87 degrees 03 mnutes 53 seoonds East -192.64 feet to a point;
South 69 degrees 25 ninutes 09 seconds East - 134,66 feet iD a point:
South 36 degrees 16 ninutes 21 seconds East - 93.56 feet to a poin~
South 30 degrees 49 rrinutes 30 seconds East - 75.85 feet to a point;
South 49 degrees 27 mnutes 47 seconds East - 201.20feet tp the West right-of-way line of DentonTapRoad(a 120 foot vAde right-of4.~Y at 1his point);
THENCE along the West right-of-way line of said Denton Tap Road asfollO'WS:
South 00 degrees 39 ninutes30 seconds East-,- 217,01 feet along a line 00 footV\t'!st of and ,parallel to the centerline of said D9mon Tap Road) to a point;
South re degrees 22 mnutes 08 seconds East -100,50feet 16 a fXlint, said fXlint beirg 5O.COfeet from the centerline of said /);!nton Tap Road;
South 00 degrees 38 ninutes02 seconds East-108,14feet along a line ffi feetW:st of and parallel iD the centerline of said cemon Tap Road to a point;
South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet \fIkst of and parallel to 1he centerline of said Denton Tap Road. to the POINT of
BEGINNING, containing 18.503 acres or 8C6,128 square feet of land,
SURVEYOR CERTIFICATE
I, James W. 8ar:lett: a Registered Professional Land Su~veyor: do hereby certify
that I have prepared this plat from an e.ctL.al on the grourd survey of t1e land;
and the monuments shown hereon were found and/or placed ..lnder my personal
supervision in accordance with the platting rules end regulations of the City of
Coppell, Texas.
JAME-S-W~B-A-R=[ETT----------------------
Registered Professional Land Surveyor No. 1897
ENGINEER
BENNETT ENGINEERING
203 N. JACKSON
P.O. BOX 2077
WYUEJ TEXAS 75098
972-429-3993
FAX: 972-429-3963
ZONING EXH<IBITI DETAIL SITE PLAN
~oad
A, lOTS 1 -29
SURVEY, ABSTRACT NO.
SURiVEY, ABSTRACT NO.
18.506 ACRES OF LAND
OF COPPELL, DALLAS COUNTY, TEXAS
APRil t 7, 2007
Sheet 2 of 2
BLOCK
EDWARD A. CROW
J.W. ANDERSON
301
18
OWNER
MIRA MAR DEVELOPMENT CORP.
6003 SUNDERLAND DRIVE
COLLEYVILLE, TEXAS 76034
817-996-6698
FAX: 817-329-1792
CITY
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH. TX 76110-4278
' TEL: (817)926-7876 FAX: (817)926-7878
. Cppyrtght'~006' GPS-SURVE'tlNG-MAPPI<<l-PI.ANNING-COOllTANTS Project No. 8371
THE RESERVE
VOL.98249, PG. 23
D.R.D.Co., Tx.
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VOL. 94190, PG. 4358
D.R.D.Co., Tx.
EDWARD A. CROW SURVEY
A-301
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VOL. 97023, PG. 3493
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BLOCK
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J.W. ANDERSON
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LEGEND -
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IRON PIN FOUND
SANITARY SEWER M.H.
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WATER VALVE
FIRE HYDRANT
POWER POLE
-E -E - OVERHEAD ELECTRIC
-SS-SS- SANITARY SEWER LINE
Original Scale: 1" = 50
o N.1'1/ fllll
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Graphic Scale in Feet
PD-220-SF-12
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH. TX 76110-4278
TEL: (817)926-7876 , FAX: (817)926-7878
GPS-SURVE't1NG-MAPPlNG-PlANNING-COHSULTANlS Project No. 8371-PP-Re
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1. ALL WASTE MATERIAL ANP/OREXCESS EXCAvATION NOT USED AS PART OF
TI-IE WORK SI-IALL SE REMOVED FROM TI-IE JOS SITE AND DISPOSED OF AT
ACCEPTASLE LOCATIONS IN ACCORDANCE WITI-I ALL LOCAL, STATE AND
FEDERAL REGULATIONS.
2. TI-IE CONTRACTOR SI-IALL. SE. REQUIRED, AT ALL TIMES, DURING TI-IE
CONSTRUCTION TO P~OV/DEWARN/NG SIGNS, SAR~/CADES, AND OTI-IER
SAFETY DEVICES (INCLUDING TEMPORA~Y SAFETY FENCING A~OUND TI-IE JOS
SITE) IN ORDER TO P~OTECT TI-IE PUSLIC SAFETY AND I-IEAL TI-I UNTIL ALL OF
TI-IE WORK I-IAS SEEN COMPLErED AND ACCEPTED.
.3. TI-IE CONTACTOR SI-IALL .SE. ~SPONSISLE FOR LOCATING ALL UTILITIES,
INCLUDING TI-IE FRANCI-IISEUTIL/T/ES, AND UNDERGsROUND STRUCTURES
WI-IETI-IER OR NOT TI-IEY A~ SI-IOlUN ON TI-IE PLANS. TI-IE CONT ACTOR SI-IALL
SE RESPONSISLE FO~ ALL DAMAGE TO TI-IESE EXISTING UTILITIES OR
STRUCTURES CAUSED SYI-IISFO~CES AND SI-IALL REPAIR ANY DAMAGE TO
TI-IEM CAUSED DURING rl-llS WORK, AT NO EXPENSE TO TI-IE OlUNER. REPAIR
SI-IALL SE WITI-I IN-KIND MATE~/ALS AND MUST SE APP~OVED SY OlUNER'S
REP.
4. TI-IE CONTRACTOR IS RESPONS/SLE FOR PROTECTION OF ALL EXISTING
FACILITIES IN AND AROUND .TI-IE PROJECT AREA TO INCLUDE TREES,
PLANT/NGS, SI-IEL TER5, CONC~rE PAVING, SENCI-IES, SIGNS AND OTI-IER
FACILITIES. TI-IE CONTRACTO~ /S RESPONS/SLE FOR REPAIR OF ANY ITEMS
DAMAGED SY I-IIS FO~CES AT NO EXPENSE TO TI-IE OlUNER. REPAIR SI-IALL
SE WITI-IIN-K/ND MATERIALS AND MUST SES APP~OVED SY OlUNER'S REP.
S. TI-IE CONTRACTOR SI-IALL PROVIDE WARNING SIGNS AND SARRICADES AT
LOCATIONS WI-IERE EX/5T/NGS/DEWALK(S) I-IAVE SEEN REMOVED O~
DAMAGED.
h. TI-IE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TOPSOIL FO~
CONSTRUCTION.
1. TI-IE CONTRACTOR IS RESPON5/SLE FOR MAINTAINING POSITIVE DRAINAGE
A~OUND AND D/RECr/N~O~/NAGE AWAY FROM TI-IE SUILDING OR TOWARDS
AREA DRAINS AS INDICATED ON TI-IE CIVIL DRAWINGS.
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MAINTENANCE NOTES
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PLANTING PLAN
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1. THE OWNER, TENANT AND rl-lEI~ AGENT SHALL eE JOINTLY AND SEVERALLY
RESPoNSleLE FO~ THE MAINTENANCE OF ALL LANDSCAPING.
2. ALL LANDSCAFING. SI-IALLeE MAINTAINED IN A NEAT AND O~ERL Y
MANNE~A T ALLTIMES.TJ-I'pieI-lALL INCLUDE MOWING, EDGING, PRUNING,
FE~TILIZING, WATE~ING, UJE:.E:.t?ltsJG:$,AND OTHE~ SUCH ACTIVITIES COMMON TO
THE; MAINTENANCEOFLANDSCAFtNG.
.3. L4NDSCAPED ARSASSH4J..L..et:.iKEFT FREE OF TRASH, LITTE~, WEEDS AND
OTHE~ SUCH MATE~IA1..0F(>t=?LA.NTS NOT A FART OF THE LANDSCAFING. ALL
FLANT MATE~IALS pHALL..if?E;MAINTAINED IN A HEALTHY AND G~OWING
CONDITION AS IS APP~OP~IATEFOR THE SEASON OF THE YEAR
4. ALL PLANT MATERIALSSi4.4LL..eE. MAINTAINED IN A HEALTHY AND GROWING
CONDITION AS Ie APP~OP~IA"E>FOR THE SEASON OF THE YEAR PLANT
MATERIALS WHICI-I DIE SHALL SEREPLACED WITH PLANT MATERIAL OF
SIMILAR VARIETY AND'SIZE.
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PLANT SCHEDULE
FLANT LEGEND:
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5TEEJt"EO>GING
AT FLAl'ITING 6ED5,
TYFICAL
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CEDAR ELM
ULMUS CRASS/FOL.IA
4" CAL., CONT.,
12'-14' I-IT.
FULL, SINGLE TRUNK, MATCI-IED, WELL 6RANCI-IED,
6RANCI-IED AT " I-IT., 6S GAL. MIN.
16
EXISTING TREES TO
REMAIN. REFER TO
TREE REMOVAL PLANS_
AND NOTES, TR-OI
~
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PLANT NAME
TREES
SIZE
REMARKS
QTY.
-
FL.AN PREPAReD 6Y:
T~ICIA AMADO~ UJOLlYE~, ASL.A
L.ANDSCAFE A~C""'TECT, TX LIC. ~22S
682& 5TUDE6AKE~ D~lve
MCKINNEY. TEXAS 1S(Z)1J
46~.134h164 DiReCT
~12.:;62.886J FAX
SHRUBS
r'lr~
INDIAN I-IAWTI-IORNE
RAPI-IIOLEPSIS INDICA
RED YUCCA
I-IESPERALOE PARVIFLORA
3 GAL.,
18"-2(2)" I-IT. MIN.
FULL TO 6ASE, I-IEAV/LY ROOTED, 24" O.C. TRIANGULAR
SPACED, (2)28 PLANTS/SF
FUL.L TO SASE, I-IEAV/L y ~OOTED, 3(2)'" O.C. TRIANGULAR
SPACED, (2).J8 PLANTS/SF
FIELD
VERIFY
FIELD
VERIFY
0~~~TING PLAN
.3 GAL.,
18"-24" I-IT. MIN.
CEDAR ELM
MAIDEN GRASS
MISCANTI-IUS SINENSIS 'GRACILL/MUS'
I-IAMEL.IN FOUNTAIN GRASS
PENN/SETUM AL.OPECURIODES 'I-IAMEL/N'
WEEPING LOVEGRASS
ERAGROST/S CURVULA
61G 6LUE LIRIOPE
LIRIOPE MUSCARI '61G SLUE'
SEASONAL COL.OR
TO 6E SELECTED 61'" LANDSCAPE ARCI-I.
PER TIME OF INSTALLATION
MISCELLANEOUS
3 GAL.
FULL, I-IEAvlL Y ROOTED, 3(2)" O.C. TRIANGULAR SPACED, (2).J8
PL.ANTS/SF
FUL.L., I-IEAVIL.Y ROOTED, 24" O.C. TRIANGUL.AR SPACED, (2).28
PL.ANTS/SF
FUL.L, I-IEAVIL. Y ROOTED, 18/1 O.C. TRIANGULAR SPACED, (2)!:1(2)
PL.ANST /SF
FUL.L., I-IEA VIL Y ROOTED, 1(2)" O.C. TRIANGUL.AR SPACED, 1066
PLANTS/SF
FULL., I-IEAVIL Y ROOTED, 1(2)" O.C. TRIANGULAR SPACED, 1066
PL.ANTS/SF
FIELD
VERIFY
FIEL.D
VERIFy
FIELD
VERIFY
FIELD
VERIFY
FIELD
VERIFY
OWNER:
MIRA MAR
6(2)(2)3 SUNDE~AND DRIVE
COL.LEYVILL.E, TEXAS 16(2)34
811-32~-11~2
GROUNDCOVERS, PERENNIALS, FERN AND ORNAMENTAL GRASSES
3/16" x 3!:1/1, COLOR - MIL.L FINISH, REFER TO SPEC. SECTION
(2)295(2).
VERIFY
CU. YD.
VERIFY
L IN. FT.
VERIFY
CU. YD.
VERIFY
cu. YD.
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MI.SCANTt-JUS
NOTE: FIELD VERIFY FINAL LOCATIONS OF
SCREEN WALL, ENTRY FEATURE AND
PLANTING MATERIAL TO ENSURE PROTECTION
OF DESIGNATED EXISTING TREES TO REMAIN.
REFER TO FINAL WALL LAYOUT PLAN AND
TREE REMOVAL PLAN.
CONTRACTOR SHALL OBTAIN WRITTEN FINAL
APPROVAL FROM GTE P4-IONE COMPANY TO
PLANT TREES ALONG DENTON TAP ROAD ON
TOP OF Tt-JEIR EXISTING EASEMENT PRIOR TO
INSTALLATION.
FREL.IMINARY FLAT
ALEXANDER COURT
BL.OCK A, L.OTS 1-2~'?>
EDWARD A. CROW SURVEY, A6STRACT NO. 3(2)1
J.W. ANDERSON SURVEY, ABSTRACT NO. 18
18.211 ACRES OF L.AND
CITY OF COFFELL., DAL.L.AS COUNTY, TEXAS
3 GAL..
, GAL..
INlDlAN 4-IAWTt-JORNE
4" POT
RED YUCCA
4" POT
FOUNTAIN GRASS
(UJ/[j;;
BLOCK A, LOTS 1-2fi~
LO\,lEGRASS
L.AWN
6ERMUDAGRASS SOL./D SOD
BIG BLUE LIRIOPE
LP -0 1
Landscape Plan
CityofCoppell, Dallas County, Texas
TRICIA AMADOR WOLlVER, RLA, ASLA
LANDSCAPEARCHITEcr
,6825 STUDEBAKER DRM
MCKINNEY" TEXAS 15011
ALUMINUM EDGING
I-IEA VY DUTY
SEASONAL COLOR
MULCI-I
2" DEPTI-I
COARSEL 1'" 51-1REDDED I-IARDWOOD MULCI-I, REFER TO
SPEC. SECTION (2)295(2) .
ORGANIC - WELL DECOMPOSED, REFER TO SPEC. SECTION
(2)295(2)
LAIAIN
NORTH
COMPOST
2" DEFTI-I OR
AS SFEC/F/ED
I NOT FOR CONSTRUCTION I
SUBMITTED: 17 APR 2007
':'{.~._ r,a'
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PLANTING NOTES
1. ALL AREAS SI-IALL SE IRRIGATED 131'" AN AUTOMATIC UNDERGROUND
IR~/GATION SYSTEM PROVIDING 1~~% COVERAGE. IRRIGATION DESIGN SY
OTI-IERS.
2. CONTRACTOR IS RESPONS/SLE FOR VERIFYING LOCATIONS OF
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
.3. CONTRACTOR IS RESPONS/SLE FOR ADVISING TI-IE OlUNER OF ANY CONDITION
FOUND ON TI-IE SITE WI-IICI-I PROI-I/S/TS INST ALLA TION AS SI-IOWN ON TI-IESE
DRAWINGS.
4. LANDSCAPE AREAS SI-IOULD SE KEPT FREE OF TRASI-I, LITTER of WEEDS AT
ALL TIMES DURING CONSTRUCTION.
S. CONTRACTOR IS RESPONS/SLE FOR FINE GRADING, REMOVAL OF
MISCELLANEOUS DESRIS AND ANY ADDITIONAL FILL REQUIRED TO CREATE
A SMOOTI-I CONDITION PRIOR TO PLANTING IN ALL SED AREAS.
h. ALL QUANTITIES ON TI-IIS PLAN ARE FOR INFORMATION ONLY. PLANT SPACING
IS AS INDICATED ON 'PLANT SCI-IEDULE' UNLESS OTI-IEFW/SE NOTED. IT IS TI-IE
CONTRACTOR'S RESPONS/S/L/TY TO PROVIDE FULL COVERAGE IN ALL
PLANTING AREAS AT SPACING SPECIFIED IN TI-IE 'PLANT SCI-IEDULE'
REMARKS REGARDLESS OF QUANTITY INDICATED.
1. CONTRACTOR SI-IALL MEET OR EXCEED ALL MINIMUM SIZES LISTED IN 'PLANT
SCI-IEDULE' INCLUDING CONTAINER SIZE.
8. TREES, SI-IRUS, GROUNDCOVER AND PERENNIAL SED LAYOUTS SI-IALL SE
STAKED FOR APPROVAL 131'" OlUNE~ PRIOR TO EXCAVATION. ALIGN AND
EQUALL Y SPACE IN ALL DIRECTIONS ALL SI-IRUSS, GROUNDCOVER AND
PERENNIALS AS NOTED IN TI-IE DRAWINGS.
9. UNLESS OTI-IERW/SE INDICATED, ALL SI-I~US, PERENNIAL AND G~OUNDCOVER
SEDS SI-IALL SE TOPDRESSED WITI-I A TWO (2") INCI-I COMPOST LAYER
COVERED WITI-I A TWO (2") INCI-I MULCI-I LAYER.
1~. PROVIDE ALUMINUM EDGING AS INDICATED ON TI-IE5E DRAWINGS.
11. ALL EXISTING PLANT MATE~IAL INCLUDING TREES SI-IALL SE MAINTAINED fN
A I-IEAL TI-IY GROWING CONDITION AND MUST SE REPLACED WITI-I PLANT
MATERIAL OF LfKE VARIETY AND SIZE IF DAMAGED, DESTROYED OR
REMOVED OTI-IER TI-IAN AS INDICATED ON TI-IE DRAWINGS.
12. F/N/SI-I GRADE OF PLANTING SEDS SI-IALL SE (3") SELOW ADJACENT CU~,
PAVEMENT OR I-IEADER. IN AREAS WI-IERE (2") COMPOST AND (2") MULCI-IIS
TO SE APPLIED F/N/SI-I SOIL GRADES SI-IALL SE (.3 1/2") SELOW ADJACENT
CU~, OR PAVEMENT, MULCI-I SURFACE SI-IALL SE (1/2") SELOW.
13. CONTRACTOR SI-IALL REMOVE ALL WEEDS WITI-I MINIMAL TWO TREATMENTS OF
I-IE~/C/DE PRIOR TO INSTALLATION OF FILTER FASRIC FOR AGGREGATE
AREAS.
14. REFER TO TI-IIS SI-IEET FOR PLANTING DETAILS of SI-IEET LP-~1 FOR PLANTING
SCI-IEDULE.
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1/1 ABOve FlNISI-I ~E, REMOve
1/2 TOP OF BURLAP AND CUT
ALL WIFe!: STRAFe, EXPOSE FLAFe!:
2/1 TI-IICK COAReCL Y Sl-lFe!:DDED I-IA~-
WOOD 6A~ MULCI-I ove~ 2/1 LAYE~
ORt:iANIC COMPOST, TAPE~ TO FLAFe!:
OF ~e TRUNK (KEEP EXP05CD),
COVE~ TOP OF TREE STAKING FRAMe
..~~ .~,,~~ .~.~" #'" .,.' .".' "",. .....,..
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.:..:..:<.:<..:..:..:.>:.. >:..:.>:.: .>:.:-:. >:..:.:.:.:.:.:.>:.: .~: .:. FLANTING MEDIA:
::-:':-:-:-:-:':-:-:-:-:':-:-:':':':-:-:-:':.:-:-:':-:':-:-:-:':-:-:-: SfZ,)% NATIVE TOFeOIL WITI-I SfZ,)% COMPOST
:7: ~
EXCAVATED NATive TOFeOIL
ROOT BALL
ecA~IFY TI-IE eDGE OF TI-IE
~E PLANTING PIT (TYP.)
INSPECTION ru6E - 4/1 DIA.
CUT 1/1 ABOve F/NISI-I GFeADE .
CAP WITI-I4" D/A DFeAIN GFeATE
cove~
4" DIA. etJaetJFilf=ACe DFeAIN AT LOW
SIDE OF ~e FLANTING IN PA~ING
LOT - FeEF. CIVIL DFeAIN FLAN .
r=>ROFILe DRAWINGS
(;\1 TREE PLANTING AT PLANTER - SECTION
~ NTS
IRRIGATION NOTES
NOTE:
FOFiM SAUCER W/TI-I 2 INCI-I I-IIGI-I
6EFi1N A~ ~e FOR INITIAL
WATE~/NG AND ESTASLISI-IMCNT.
REMOve Tl-le SEFi1N AFTC~ 1 YEAR.
PROFILE DRAWINGS
eXCAVATE ~e PIT
2 X'S D/AMCTE~ OF
~OOT 6ALL (TYP')
1. LANDSCAPE PLAN
TI-IE IRRIGATION CONTRACTOR IS OSLIGATED TO REFER TO TI-IE
LANDSCAPEPLAN FOR LOCATIONS OF I-IEADS RELATIVE TO TI-IE P~OPOSED
PLANTING PLAN. CONTACT TI-IE OlUNER'S REPRESENTATIVE FOR
CLARIFICA TION.
2. INSTALL LINES AND I-IEADS IN LANDSCAPE AREAS NO CLOSE~ TI-IAN TI-lREE
INCI-IES TO CU~ OR PAVEMENT.
.3. LAYOUT
LAYOUT SI-IRUS SPRAY NOZZLES TO PROVIDE 1~~% COVERAGE (I-IEAD TO
I-IEAD) IN TI-IE SI-IRUS, GROUNDCOVER AND PERENNIAL AREAS W/TI-IOUT
OVERSPRAY ONTO PAVEMENTS. AVOID CONFLICTS WITI-I P~OPOSED PLANT
MATERIAL, PAVING, STRUCTURES AND UTILITY LINES.
4. PROvIDE A ZONED SYSTEM WITI-I TREES, SI-IRUSS AND LAlUN ON SEPARATE
VALVES. FOR SI-IRUSS W/TI-IIN PLANTE~ SEDS. INSTALL RAIN AND FREEZE
SENSORS AT TI-IE CONTROLLE~ LOCATION, IF NOT PREVIOUSLY EXISTING.
COORDINA TE LOCATION OF SENSORS WITI-I OlUNER'S REPRESENTATIVE. TI-IE
LAlUN AREA SI-IALL SE WATERED W/TI-I SPRAY OR ~OT ARY I-IEADS.
S. P~OV/DE QUICK COUPLERS AT 1(2)~' ON CENTER ALONG MAINLINE W/TI-I A
SALL VALVE PROCEEDING TI-IE QUICK COUPLER FO~ SI-IUT OFF. LOCATE
QUICK COUPLERS ADJACENT TO PAVEMENT AREAS FOR MAINTENANCE WASI-I
DOlUN OF SURFACES.
h. GENERAL NOTES
NO IRRIGATION I-IEAD OR VALVE SI-IALL SE WITI-IIN TI-lREE (.3) FEET OF A
WATER UTILITY. NO SPRINKLER I-IEAD OR IRRIGATION LINE SI-IALL SE
INSTALLED WITI-IIN ONE FOOT SIX INCI-IES (I'-h") FROM SERVICE D~/VE
PAVEMENT. TI-IE MAIN LINE SI-IALL SE TI-lREE (3) FEET SACK OF CU~
(EXCEPT FOR MAJOR INTERSECTIONS). OVERSPRAY ON SIDEWALKS W/Tl-lfN
TI-IE RIGI-IT OF WAY IS P~OI-l/S/TED.
TREE - FeEF. FLANT/NG FLAN
C~OU.N OF FeOOT 6ALL TO SE
1/1 ABOveFINISI-I ~E, REMOve
1/2 TOP OF BURLAP AND CUT
ALL WIFe!: STRAFe, expose FLARE
2/1 COMPOST TOFFED WI 2/1 MULCI-I
LAYER SY .3 FT. DIA. AT ~Ee IN
LAUN AFe!:AS
______ TREE weLL AT EDGE
~ F/NISI-I ~E
. TILL SOIL TO 12/1 DePTI-I
UJITI-IIN '~FeADlue OF ~E
ecA~1FY Tl-le EDGE OF TI-IE
~e FLANTING PIT (TYP.)
.... ".., .
/
'" '
PLANTING MEDIA - COMPACTED
IN 9" LIFTS
INSPECTION ruSE - 4/1 DIA, CUT
I" ABOve FINISI-I ~E . CAP
WITI-I4" DIA DFeAIN GFeATE cove~
4" DIA etJaetJFilf=ACE DFeAIN AT LOW
SIDe OF ~E PLANTING IN PA~ING
LOT - FeEF. CIVIL' DFeAIN FLAN .
TYPICAL TREE PLANTING AT LAWN - SECTION
NTS
:1
~
i!fi}
0..10
UJ
Q
,...,.. .....,
..................
.. -, .. .. . .. .. .. . ~ . "
...,....,.........
.,t. .....{. ......
'....,..................
, . . . , . . ~ .. . . " . . , .. .
. ~ . . . . . . ... . . .
. ~ .. . . . , . .. . . .
',':,':, ':,i!iIf:,', ':,' ,':,
. , ~ .. . . " . . . .. .
.....,....'.."
.. . . .. ~ .. . .. . . . .. .
"............,...,..
,.,<}. ..". ..........
........>.. .....
............,.....
................
......... .......,
.........,..,.....
.........,......
..,..,....,.... ,
........... ......,.,
...,...........,,'....
.,...". ........"'...>.."
.....,....,,,.....
,..,.....,.......
.........."'......,....
,......,...,....,..,
,....."....,.-
..."...,........
'(",., .......,.
'.......,.......,....
....t. .)........."
.........,...,...
.. . . . . . . . .. . . ~ . .
. .. .. . . .. .. . ... , . ~ .. . .
.....,.........,....
. ....... ......,........
. . .. .. . . .. . ..... . . .. .. . , ~
..............'............
>.. .,........,.".,.
................,...,....
. . .. . . . ~ . . .. .. . . .. . . . . . ...
(:;;\3 GROUNDCOVER/SHRUB - SECTION
~ NTS
SIDEWALK
I'-~"
SI-IRUS, PERENNIAL OR
GROUNDCOVER - REF. PLAN FOR
TYPE AND LOCATION
FIN/SI-I GRADE
2" COMPOST TOPPED W/2"
MULCI-I LAYER
PLANTING MEDIA - REF. SPEC.
SECTION ~29S~
EXISTING SUSGRADE
SI-IRUS - REF. PLAN FOR TYPE
of SPACING
GROUNDCOVER - REF. PLANS
2" COMPOST TOPPED W/2"
MULCI-I LAYER
.3/1h" X 4" STEEL EDGING
F/N/SI-I GRADE AGGREGATE
PLANTING MEDIA
EXISTING SOIL
SHRUB & GROUNDCOVER PLANTING.. SECT.
NTS
AS NOTED
{
PLANT
LOCATION (TYP.J
1/2 SPACING
AS NOTED
NOTE:
SPACING DIAGRAM REFERS
TO ALL PLANTING UNLESS
NOTED OTI-IERWISE.
CD TRIANGULAR SPACING - PLAN
NTS
.
PAviNG
EDGE/CU~
au;d;
BLOCK A, LOTS 1-26
Landscape Notes and Details
~il'<()f\.Coppell, Dallas County, Texas
SUBMITTED: '. r1.APR 2007
I NOT FOR CONSTRUCTION I b~!~~2
TRICIA AMADOR WOLlVER, RLA, ASLA
LANDSCAPE ARCHITECT
6825 STUDEBAKER DRIVE
MCKINNEY.. TEXAS 75011
1..(,
'.r:/
'f.
I
"'\J y... /""
-6:.t~ 00 ' . ~
sl\OY:t~ ..~ \
\
:~
f ~'i- EXISTINGs TREE TO SE REMOVED
I~
\ .'
)v'ffi I
I /i, W1! EXISTINGs TREE TO REMAIN
i\ i
\
COUNTRY ESTl\ TES
VOL 92188, PC;, 3639
D.R.D.Co" Tx,
\
12
AREA OF EXISTINGs TREES TO
REMAIN --246> TREES AT 6>\
OR LA~ER IN Tl-lIS AREA \
)
)
J
r
::
\.
\
-. .-. - - ASPtW..~ - - ~".- -. - '1JONCR'f'fE"SRIOGE -,
-----/
1<----
!
I
I
E RESEI~VF
/
I
I
8
TREE REMOVAL PLAN
1 n ::;:: 601-011
\
\
,
\
\
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\
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",
, l
:::.,
'\..
'~
,
9
\
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'10
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'""
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"'-,J
13
12
8.-11
29 :
~: :
,~~". _..._____....,.~u_............__~~~_~~~, ~ .l:l ~.-.;w,.,. ::1;; :: :: ~,~ t n ~'IQoC ~-
- ASl'lV\l.T~R<W>-~-_._r -~,,~.-. ASPHALT ~ :
SUlv1MIT
\ If".l
:t
I
AT THE
b:
tf~ _ ~"" _ _~.",,~_ .......
SO R l!\ U::<:;
, ,I <j \.;< "'"
r\ "1n""17 f"I("', "lI Jl ,") "lI
TREE MITIGATION REQUIREMENTS
Determination in Inches:
INCt4E& (DBf-i) of TREE REMOVED
TIME& (x) I inch
ectuals (=)
GRO&S RETRiBUTION Tn INCt4ES (D6t4)
TREE MITIGATION AND CREDIT TABULATION
SPECIES rOT AL TRUNKS rOT AL CAL. lNCf-l PROTECTED
TREES TO 6E REMOVED:
6=6015 D'ARC
6=6015 D1ARC
C=CEDAR
C6= Cf-lINA6ERRY
CH = Cf-lITT AMWOOD
E=ELM
H=HACK6ERRY
L=LOCUST
M=MESQUITE
M=MESQUITE
P=PECAN
PO=POST OAK
RO=RED OAK
I
4
11
4
2
18
i
2
2
1
35
G
:3
G
5G
142
33
/5
154
44
/3
14
Ie>
481
G6
28
TOTAL CALIPER INCHES TO HITlcErA TE = 998
NO
YES
YES
YE$
YES
YES
NO
YES
NO
YEo
YES
YES
YES
---.
28
\
\
\
I
\
-_..-----~
-------.----
25
29
<;,,;."
23
b
t"}
00,
l")
o
o
{/J I
&;
~, ,,,!\\l,9:uJ
1 /2 j,P.F. I
{fj 8.2,
~l
~
0) -'"
.0
NO
N~bl
00
l:>> ~
~
m
24
~
"~
1/2" I.P.r. I
50.0'
n "" . .,. n , U'>1
w
x N
~ <<;t 0
'<- >>
'00
tDl'I)
cwb inlt O.
~O
o
tn
42(.,29'
n::l
~ e:. ."'. -~
b:
it;:
'*, .1 \_I:I;~;'" ,,~.- (~,,~ ~ .
~!
A.\~ 4'_'~-W-'
I
~~
/
VOL 95167, PO, 5885 !
I
0.147 ACRE RIGHT-Of-WAY
DEmCA TlON PER THIS PLAT
~-
---~=-
FIRST BAPTIST CHURCH Of COPPELL
D.R.D.Co. T,
PRELIMINARY PLAT
NORTH
TREEiPRESERVATIONAND LANDSCAPE CREDIT
GR065 RETRIBUTION
mInus (...)
PRESERVATION CREDIT;
TreeeFreserved on Site
dlvlcl~d b~
Total Trees on SIte
ectuals (=)
PreservatIon percentaee
times (x)
Gross RetrIbutIon
equals
FRESERVATION CREDIT
mInus (-)
LAND$CAFING CREDIT
equal$ ( = )
NET RETRIBUTION
tImes (? ) t!e>e>.e>e>
equa le( = )
998 inches (D6f-i)
x 1"
9981nch?s (Def-i)
sse inches (D61-D
9S8 inches (D6f-i)
x tle>0.e>0
t99/800.00
~99,800.e>0
DetermInation in Dollars:
GROSS RETRIBUTION in INCt-!ES (DSf-i)
TIMES (x) $100.0(!)
equals (=)
GROSS RETRIBUTION Tn DOLLARS
NET RETRIBUTION IN DOLLARS
998 inches (D6l-!)
280S inchee (DBt4)
3801 Inches (P6l-!)
13,lS %
sse inches (DBf-i)
-130 inches (P6J-l)
-40 Inches (D6f-i)
222 inches (P6f-i)
x ~1"0."0
22 ;20lZi.0(!)
t 22,200.00
(/}
00
TREE NOTES
REFER TO CIVIL FOR REMOVAL OF DEAD TRESS AND STUMPS WITl-lIN AREA OF LOT,
UTILITY, AND ROADWAY CONSTRUCTION.
REMOVE DEAD LIMBS OVER PROPOSED ROADWAY AREA TO PROVIDE MINIMUM OF
l' CLEARANCE.
PRUNE TREES WITHIN PROPOSED ROADWAY, SCREENWALL AND SNTRY FSA TURES TO
REDUCE STRESS ON TRES. DO NOT REMOVE MORE THAN 21Z>% OF Tl-lS CANOPY.
TREE PROTECTION & REMOVAL
TRE PROTeCTION MU$T OCCUR PRIOR TO SITSWORK CONSTRUCTION.
TREE FLAGGING
ALL PROTeCTSD TRSES MUST SS FLAGtGED UlJTl-l COLORED ViNYL TAPE WRAPPED
AROUND Tl-lE MAIN TRUNK AT A HEIGl-lT OF AT LEAST FOUR FEET SO AS TO BE
VISIBLE TO WORKERS ON FOOT OR DRIVING EQUIPMENT AS PER CITY OF COFPELL
ORDINANCE.
ROOT PRUNING
ROOT PRUNE ALL TREES WITl-lIN 15' OF NEW CONSTRUCTION. USE AN IRRIGATION
TRENCHER SET AT 18" DEPTl-l TO TRENCl-l ACROSS Tl-lE ROOT AREA PARALLEL TO
THE EXTENT OF THE SIDEWALKS. MAINTAIN fb' CLEAR MIN. FROM TREE.
PROTECTIVE FENCING
A PROTECTeD TREE (DESIGNATED "TO REMAIN" ON THE PLAN) MUST l-lAVE
PROTECTIVE FSNCING WHiCH COMFLETEL Y ENCLOSES THE DRIP LINE OF THE TREE
UNTIL CONSTRUCTION IS COMPLETED AS PER CITY OF COPFELL ORDINANCE.
DURING CONSTRUCTION, NO EXCESS SOIL, ADDITIONAL FiLL, EQUIPMENT,. LIQUIDS,
OR CONSTRUCTION DEBRIS MAYSE FLACED INSIDE THE: PROTECTIVE 6ARRIER,
NOR MAY ANY $OIL BE REMOVED FROM WITHiN THE BARRIER. CONTRACTOR is TO
FROV/DE TeMPORARY, CONTINUOUS FENCING AT THE DRIP LINE, MIN.l-lEfGl-lT 4
FEET. FENCING MATeRIAL - REFER TO APPENDiX IN Tl-lE CITY OF COFFELL
ORDINANCE FOR SAMFLE PROTECTiON FENCING OPTIONS.
,~
II
I
I
EXISTING TREE LIST TO BE REMOVED
TREE NO. D1A. SPECIES TREE NO. DIA. SPECIES
5 3-6" HACKBERRY 106 16" PECAN
6 11" POST OAK 107 20" PECAN
7 6" ELM 108 17" PECAN
8 7" LOCUST 109 6" ELM
9 8" ELM 110 7" ELM
10 6" ELM 113 2-6" PECAN
11 6" ELM 114 8" PECAN
12 13" POST OAK 122 5-12" PECAN
13 6" LOCUST 125 17" BOIS 0 ARC
14 6" BOIS 0 ARC 129 3-10" CEDAR
15 6" POST OAK 130 7" CEDAR
16 10" ELM 131 8" CEDAR
21 10" POST OAK 132 10" REO OAK
33 12" PECAN 133 7" PECAN
34 12" PECAN 134 6" HACKBERRY
35 15" CEDAR 135 13" CEDAR
43 17" PECAN 136 24" PECAN
44 7" ELM 137 6" HACKBERRY
45 10" ELM 138 7" PECAN
46 ELM 140 7" MESQUITE
47 9" ELM 141 12" PECAN
48 13" ELM 145 7" CEDAR
49 11" ELM 146 6" HACKBERRY
50 11" PECAN 147 7" MESQUITE
51 18" PECAN 148 6" ELM
55 28" PECAN 152 14" PECAN
56 15" BOIS 0 ARC 153 2-12" BOIS 0 ARC
57 11" ELM 154 16" POST OAK
62 12" CEDAR 158 8" CHITTAMWOOD
63 12" CEDAR 167 8" PECAN
64 11" CHINABERRY 171 7" ELM
65 9" CHINABERRY 172 22" CEDAR
66 6" REO OAK 173 16" ELM
69 8" HACKBERRY 174 10" MESQUITE
70 7" CHITTAMWOOD 175 9" ELM
71 6" CHINABERRY 187 8" CEDAR
82 7" CHINABERRY 188 8" CEDAR
83 2-17" PECAN 189 10" POST OAK
84 2-16" PECAN 190 9" PECAN
96 8" PECAN 191 12" REO OAK
97 7" PECAN 1062 total calipers to be removed
101 10" PECAN (64) total unprotected cal.
103 24" PECAN 998 TOTAL CALIPER INCHES
104 2-18" PECAN TO BE MITIGATED
105 18" PECAN
P.O.B.
1/2" I.P.F.
"~l
t
ENGINEER:
ZWINGGI ENGINEER1NG/FLANNING,LLC
IS" FARI51-! LANE, ~.31
P.O. SOX 1241
ROANOKE, TEXAS 1b2b2
~4(Z:l- .3 ~(Z:l- (Z:l(Z:l4(Z:l
FAX: 811-9bl-(Z:l2~S
PRELIMINARY FLAT . (: OFP/\RTi',:;c:i'-
ALEXANDER COURT
6LOCK A, LOre 1-2~
EDWARD A CROW $URvEY, Ae5TRACT NO. 301
J.w, ANDERSON $URVEY, A6STRACT NO. If>
1f>.211 AcRES OF LAND
CITY OF COFFELL, DALLAet COUNT'r, TEXA5
04AJli;
SURVEYOR:
SEMFCO SURVEYING, INC.
32"8 SOUTl-l MAIN STREET
FT,WORTl-l, TEXAS 16110
811-S2iO-1816
FAX: 811-926-1818
BLOCK A, LOTS 1-26
Tree Removal Plan
OWNER:
MIRA MAR
6(Z:l(Z:l.3SUNDERLAND DRIVE
COLLEYV1LLE, TEXAS 160.34
Sl1-.32S-1192
City of Coppell, Dallas County, Texas
TRICIA AMADOR WOLlVERf RLA, ASLA
LANDSCAPE ARCHITECf
6~25 STUDEBAKER DRiVE
MCKINNEY" TEXAS 75071
SUBMITTED: I~ APR 2007
TR-Ol
BIG CEDAR ADDITION
VOL. 92125, PG. 3455
D.R.D.Co., Tx.
~
HARRIS
STREET
>-
~
a::: ro
::> .-
en
z d
o z
en I-
a::: ()
w <(
~ g:
<( en
II)
s; <(
-:>
'-
1.0
~g
~iii.
we .
. ::.::: a. l-
<:0:: .
w - 0
a.mvt.?
- "lo
..J .0 .
:C-:>VO::
a. <:8 c.:i
Z"l
5.J
l-~
~
ASPHALT
::7
f
0.725 AC. I
(SURVEYE,
/
iilRA MAR DEV. CORP.
DOC. 200600465952
D.R.D.Co.,Tx.
I
(
I
I
\
v.~~ ./
~~~
CO~~
CURVE TABLE
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co.,Tx.
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
LOCA TlON
LINE "A"
LINE" A"
LINE" A"
LINE "A"
LINE "A"
LINE" A"
LINE" A"
LINE "A"
LINE "A"
LINE "A"
LINE" A"
LINE "A"
LINE "B"
LINE "B"
LINE "B"
LENGHT
97.27'
96.73'
157.02'
51.24'
127.5"
95.51'
42.53'
122.14'
34.56'
63.60'
24.59'
77.65'
114.79'
43.81'
125.29'
RADIUS
200.00'
197.68'
291.19'
193.00'
793.00'
226.66'
267.34'
706.82'
257.00'
307.00'
163.00'
200.00'
153.00'
343.10'
183.82'
DELTA
27"51 '57"
28'02'07"
30'53' 47"
15'12'41"
0912' 45"
24'08'32"
09'06'56"
09'54'04"
07"42'15"
11'52'10"
08'38'36"
22'14'44"
42' 59'10"
07'18'58"
39'03'12"
\
\
L.L.:
0.:
EDWARD A. CROW SURVEY
AB~NO. 301
10
11
N
'-
in
v
cx$
v
9
I --
~ <i. - GRAPEVINE
" / I I
" I
,/ II {
, I I
I I I
I I I
: II
I I I
---- dT--;7-
/ I /
I /
/ ~' /5+86,77 LINE "A" = 0+00 L1N
/ CONSTRUCT 4' DIA MANHOLE
/
f /
--
9
'"
.....
.....
~
'"
\
\
.....
.....
fA
\
I
/
\
I
I
COUNTRY ESTATES
VOL. 92188, PG. 3639
D,R.D.Co.,Tx.
10
JOSEPH C. THWEATT ESTATE
DEFINED IN DEED TO
J. W. lHWEA TT
VOL. 515, PG. 76
D.R.D.Co. T.
/
16
11
I
I
/
I UMIT OF 100 YEAR FLOOD PLAN /
BASED ON FLOOD STUDY BY
I NATHAN MAIER ENGINEERS
""j
I "" II
I "I /
' I
18 ,
f ,,19 1
" I 20
I "j ~ ."",.- fIIIII"'"
-S/1 {I " _ __
-S/1
-S/1
-. I
~ -S/1_
~ -S/1 I
~ I -~~~ I I
I Ss_.
Ss--'ss_S/1 I 1+91,18 LINE "A"
- Ss--. i CONSTRUCT 4' DIA MANHOLE
Ss--,Ss /
Ss_
Ss_ /
Ss--. Ss
-Ssy
Ss--.
S/1_
Ss_
/ Ss_ Ss
I
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". \ 15 \
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\ 14 / -Ss
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OPOSED BACK OF CURB
S 89027 28
top 493.3
GRATE INLET
\
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t'l
~
+
co
. /
8
Q.
,;I'" 'lIMIT OF 100 YEAR FLOOD PLAN '\
./ BASED ON FLOOD STUDY BY
/' NATHAN MAIER ENGINEERS '\
"
~
/
~
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a::
C)
z
8
,
,
I
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........
,
\
\
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-S/1
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--'Ss
60.0'
"
"
~
0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
---
1:!:f.O
s=
If 0
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1-FIRE HYDRANT
1-6" VALVE
1-S"x6" TEE
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VOL. 98249, PG. 23
D.R.D.Co., Tx.
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VOL. 95167, PG. 5885
D.R.D.Co. T.
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VOL. 91251, PG. 5059
D.R.D.Co.,Tx.
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
INSTALL:
1-16"xS" TAPPING
SLEEVE &; VALVE
SANITARY SEWER
MANHOLE
TANGENT
49.62'
49.35'
80.47'
25.77'
63.89'
48.47'
21.31'
61.22'
17.30'
31.91'
12.32'
39.32'
60.25'
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D.R.o.Co., T.
TELEPHONE
MANHOLE
INSTALL:
1-16"xa" TAPPING
SLEEVE &: VALVE
NERAL TELEPHONE EASEMENT
VOL. 70251, PG. 356
n.R.D.Co., T.
EXISTING 16" WATER LINE
WA TER & SANITARY SEWER PLAN
ALEXANDER COURT 18.506 ACRES
CITY OF COPPELL, DALLAS COUNTY, TEXAS
TIM BENNm ENGINEERING timbennett3@verizon.net
203 JACKSON STREET WYLIE TEXAS
Date: Scale: Desi n: Drawn:
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VOL. 94190, PG. 4358
D.R.D.Co.,Tx.
./'"
EDWARD A. CROW SURVEY
AB~NO. 301
I
JOSEPH C. lHWEA TT ESTATE
DEFINED IN DEED TO
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VOL. 515, PG. 76
D.R.D.Co. T.
,
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D.R.D.Co.,T.
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Original Scale :
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NERAL TELEPHONE EASEMENT
VOL. 70251, PG. 356
D.R.D.Co.,T.
~-
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FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG.5885
D.R.D.Co, T.
I
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CONNECT PROPOSED 8" WATER LINE
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0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
/
/
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co., Tx.
J.H. SIMMONS SURVEY
ABSTRACT NO. 1296
WATER LINE
WA TER & SANITARY SEWER PLAN
ALEXANDER COURT 18.506 ACRES
CITY OF COPPELL, DALLAS COUNTY, TEXAS
TIM BENNETT ENGINEERING timbennett3@verizon.net
203 JACKSON STREET WYLIE, TEXAS 972 -429-3993
Date: Scale: Desi n: Drawn: Pro'ect Sheet
APRIL 2007 H:1"=50' lWB EKK 07001 3 OF 11
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D.R.D.Co., Tx.
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THE RESERVE
VOL.98249, PG. 23
D.R.D.Co., Tx.
ss 55 55 55 55-
CONCRETE,WALL
ASPHALT ROAO
CONCRETE BRIDGE
CONCRETE WAlL
CONNEcr PROPOSED 8" SEWER LINE
TO EXISTING 24" SEWER LINE
CONNECT PROPOSED 8" WATER LINE
TO EXISTING 16" WATER LINE
/
/
DALLAS COUNTY
VOL. 91251, PG.<5059
D.R.D.Co., Tx.
J.H. SIMMONS SURVEY
ABSTRACT NO. 1296
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VOL. 97023, PG. 3493
D.R.D.Co.,Tx.
'"
SANITARY SEWER
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VOL. 95167, PG. 5885
D.RD.Co. T.
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co., Tx.
/
I'
26
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POWER POLE
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0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
JOSEPH C. THWEATT ESTATE
DEFINED IN DEED TO
J. W. lHWEATT
VOL. 515, PG. 76
D.R.D.Co. T.
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Graphic Scale in Feet
NERAL TELEPHONE EASEMENT
VOL. 70251, PG. 356
D.R.D.Co., T.
..--.-
SANITARY SEWER
MANHOLE
@
WATER LINE
WA TER & SANITARY SEWER PLAN
ALEXANDER COURT 18.506 ACRES
CITY OF COPPELL, DALLAS COUNTY, TEXAS
TIM BENNETT ENGINEERING timbennett3@verizon.net
203 JACKSON STREET WYLIE, TEXAS 972 -429-3993
Date: Scale: Desi n: Drawn: Pro'ect Sheet
APRIL 2007 H: 1"=50' lWB EKK 07001 3 OF 11
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Graphic Scale in Feet
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F?O.B,
PRELIMINARY DRAINAGE AREA MAP
ALEXANDER COURT 18.506 ACRES
CITY OF COPPELL, DALLAS COUNTY, TEXAS
TIM BENNETT ENGINEERING timbennett3@verizon.net
203 JACKSON STREET WYLIE, TEXAS
Date: Scale: Desi n: Drawn:
APRIL 2007 H: 1 "=50' lWB EKK