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Alexander Ct-CombinedLd Do E) Z O CZ (n LL U LJ Q 0 � Q U0 M Q ►I 4s"u,T paw p a GRAND COVE ESTATES VOLUME 94190 4358 '\ Laid ACCESS EASEMENT, k / % COMMON AREA Oj C, I fi •, g BLOCK !A I 129, 82' F&E��DER m / VOL. 99249, PG. 23 I P.R.D.C.T. LOT 9 LOT 10 I LOT 11 t � LOT 12 % I l COORDINATES, (NAD 83) LAMBERT PROJECTION _ _`"_---,_ N 75'08'24"E I AFFECTS THE TRACT OF LAND SHOWN HEREON. II 14 EASEMENT GRANTED BY RUTH ALEXANDER TO AND 15 SHOWN ON THE SVRVEY, COUNTY OF DALLAS, DATED OCTOBER 20, 1970. 16. EASEMENT GRANTED BY RUTH ALEXANDER TO 62.27' FILED FOR RECORD ON DECEMBER 31, 1920 AND CITY OF COPPELL, DATED JUNE 22, 1995, RECORDED IN VOLUME 70151, PAGE 356. GEED RECORDS, VOLUME COUNTY, TEXAS. AFFECTS FILED FOR RECORD ON OCTOBER 18, 1995 AND RECORDED NN VOLUME 95203, PAGE 2898, DEED BLOCK 'B' THE TRACT OF LAND SHOWN HEREON, AND IS RECORDS, DALLAS COUNTY, TEXAS. AFFECTS C SHOWN ON THE SURVEY. wnarrc"saLwes \. I P.R.D.C.T. I 157.51' 22 4S N 8'55"E -,$ QPG6 \ \•111N111- Vol \\� I N 6� e24 gg \ aa- 6 n .taxa M un 1 `c`� 9�'RO -c' P N SCALE 1" = 50' I1\ O s�o'�%v 491 COUNTOUR rT- _,,_ N 02'15'53"E AA x e, 2 _ `- TATE JOSEPHDEFINED VOS �, � FIFE a �T / V� N DEED TOW. \ \) COUNTOUR=�.F OJ � - _ _ _ A 1 \ / THWEATT VOLU D.R D AGE 76 1 mat ,2 9.091 ACRES S 35.51'38"E \ - (395,996 SO. FT.) 96.71' i S 32'35'47"E 1 100 YEAR FLOOD HAZARD AREA 43.82' 1 \ ACCORDING TO THE NATIONAL FLOW INSURANCEPROGRAM'S FLOOD INSURANCE RATE MAP R DALLAS COUNTY. Vol AS AND INCORPORATED AREAS. MAP UMBER 41300155 J. EFFECTIVE DATE: AUGUST 23. 2001- ssle , f 4s"u,T paw p a oz FtiT r FRA,(, Laid ACCESS EASEMENT, k / % COMMON AREA ti fi •, g / 129, 82' F&E��DER THE RESERVE / VOL. 99249, PG. 23 I P.R.D.C.T. ��--- t � � e� 'fig• BEARINGS BASED ON TEXAS STATE PLANE � C, COORDINATES, (NAD 83) LAMBERT PROJECTION _ _`"_---,_ FOR THE TEXAS NORTH CENTRAL ZONE. AFFECTS THE TRACT OF LAND SHOWN HEREON. II 14 EASEMENT GRANTED BY RUTH ALEXANDER TO AND 15 SHOWN ON THE SVRVEY, COUNTY OF DALLAS, DATED OCTOBER 20, 1970. 16. EASEMENT GRANTED BY RUTH ALEXANDER TO FILED FOR RECORD ON DECEMBER 31, 1920 AND CITY OF COPPELL, DATED JUNE 22, 1995, RECORDED IN VOLUME 70151, PAGE 356. GEED RECORDS, VOLUME COUNTY, TEXAS. AFFECTS FILED FOR RECORD ON OCTOBER 18, 1995 AND RECORDED NN VOLUME 95203, PAGE 2898, DEED BLOCK 'B' THE TRACT OF LAND SHOWN HEREON, AND IS RECORDS, DALLAS COUNTY, TEXAS. AFFECTS C SHOWN ON THE SURVEY. wnarrc"saLwes SHOWN ON THE SURVEY. P.R.D.C.T. I a-eT N 8'55"E x m•nr._� " a.2.p p „ 4.9ier-'�•,u'�- I ".a 42 _ e S 00'39'3 "E p SSs S x e, 4Yy2Y �- aa- 6 n .taxa M un �_ ""_= z 217.02' a2' xMY ap'a54 s�o'�%v 491 COUNTOUR rT- _,,_ N 02'15'53"E AA x e, 2 _ `- '. ;j -ELEVATION _ 4� aAn EVAp�TsION �///I 88.08' FIFE a �T / V� COUNTOUR=�.F OJ � - _ _ _ A 1 N 19'38'38"1I i 87.71' 51'26'40'N 111. VAT►ON c) O N 28'42'49"W ; Cl 'I 132.52 OWNERSHIP IN QUESTION 4} , coati RUTH ALEXANDER POSSIBLE OWNER H BY VOLUME 75121, PAGE 2290 J D.R.D.c.T., ELEVATION A N 34'12'59"11 i 99.33' ,urn 9iTa too.00' ` v�2p' sox 18.392 ACRES (801,153 SQUARE FEET) RUTH ALEXANDER, TRUSTEE FOR THE ALEXANDER INVESTMENT TRUST VOLUME 75151, PACE 2290 D.R.D.C.T. O D D D \L10 Lal LOT 2 LOT 1 J.H. SIMMONS S RVEY BLOC 'A' ABSTRACT NO. 1296 SUMMIT AT THE SPRINGS, VOL. 97023, PG. 18.392 ACRES (GROSS) (801,153 SQUARE FEET) 9.091 ACRES IN FLOOD HAZARD AREA (395,998 SQUARE FEET) 9.301 ACRES (NET) (405,157 SQUARE FEET) I/z sok S 06'22'08'iE 100.50' °Mae. e"2 S 00.38'02"E 150 Ry ism 1082.73' 4s"u,T paw Laid ACCESS EASEMENT, k ., A - -- % COMMON AREA LOT 17X, BLOCK B / LOT 1, BLOCK 'B' F&E��DER THE RESERVE / VOL. 99249, PG. 23 P.R.D.C.T. % BEARING BASIS NOTE: THE BEARINGS SHOWN HEREON ARE GRID 21, 1993. FILED FOR RECOD ON NOVEMBER 4, BEARINGS BASED ON TEXAS STATE PLANE ISSUED MAY 19. 2006, COORDINATES, (NAD 83) LAMBERT PROJECTION FOR THE TEXAS NORTH CENTRAL ZONE. v�2p' sox 18.392 ACRES (801,153 SQUARE FEET) RUTH ALEXANDER, TRUSTEE FOR THE ALEXANDER INVESTMENT TRUST VOLUME 75151, PACE 2290 D.R.D.C.T. O D D D \L10 Lal LOT 2 LOT 1 J.H. SIMMONS S RVEY BLOC 'A' ABSTRACT NO. 1296 SUMMIT AT THE SPRINGS, VOL. 97023, PG. 18.392 ACRES (GROSS) (801,153 SQUARE FEET) 9.091 ACRES IN FLOOD HAZARD AREA (395,998 SQUARE FEET) 9.301 ACRES (NET) (405,157 SQUARE FEET) I/z sok S 06'22'08'iE 100.50' °Mae. e"2 S 00.38'02"E 150 Ry ism 1082.73' "teeIW --8$1`HEL----t4AD ., A - -- -- - EASEMENT NOTES F&E��DER REGARDING EASEMENTS IDENTIFIED ON SCHEDULE B OF 15. EASEMENT GRANTED BYVESTMENTCHICAGO TITLE INSURANCE COMPANY, TITLE COMMITMENT TRUST TO CITY O COPCTOBER GF NO. 44-903-80-695062. EFFECTIVE MAY B, 2006 21, 1993. FILED FOR RECOD ON NOVEMBER 4, LOT 1 ISSUED MAY 19. 2006, 1993. MND RECORDED IN VOLUME 93215, PAGE 8992, DEED RECORDS, DALLAS COUNTY. TEXAS. CHICAGO TITLE AFFECTS THE TRACT OF LAND SHOWN HEREON. II 14 EASEMENT GRANTED BY RUTH ALEXANDER TO AND 15 SHOWN ON THE SVRVEY, COUNTY OF DALLAS, DATED OCTOBER 20, 1970. 16. EASEMENT GRANTED BY RUTH ALEXANDER TO FILED FOR RECORD ON DECEMBER 31, 1920 AND CITY OF COPPELL, DATED JUNE 22, 1995, RECORDED IN VOLUME 70151, PAGE 356. GEED RECORDS, VOLUME COUNTY, TEXAS. AFFECTS FILED FOR RECORD ON OCTOBER 18, 1995 AND RECORDED NN VOLUME 95203, PAGE 2898, DEED BLOCK 'B' THE TRACT OF LAND SHOWN HEREON, AND IS RECORDS, DALLAS COUNTY, TEXAS. AFFECTS SHOWN ON THE SURVEY. THE TRACT O LAND SHOWN HEREON, AND IS SHOWN ON THE SURVEY. P.R.D.C.T. I A I te)c il ,2 -Frja-- LEGAL DESCRIPTION BEING 18.392 oem or lone bootee lo the EDWARD A CROW SURVEY. Malroet Na. 301, ane IN J. W. ANDERSON SURVEY. Abelracl W. 18, Coppet. Dallas County Texas, oW being a portion or the Tract of land conveyed to Ruth Hexane,. Trustee for the NXI Investment 7r-1, by the deed iaee ' Volume 75121, Page 2290 of the DMetl Recap of Dabs County e w. Said 18.392 «res of bnd WN more ppdfc lo ly e-cribW by met- and bas atvMlalb,rs: BEGINNING at a 1/2* idI, rW fel at the Soule stof said N -antler Tract. Ming located by filled in IM Swher tn bouMay One of w;d Efieerd A. Gee Survey. anal sob pant I Bp9 'rip acing leeetee at IN ; tenectwn of the aislinq Weel 4hl-ol-day Fine of Donlon Tap Road (a 100 foo tide puDGc right-of-Wq of this SO eat Wide, p� fthl-al-agy")',_pf-say One el BNMI Roes (o THENCE s 89. 29' 11' w 1082.73 feel, along IN Seu1N baWdary line of sad NemWe, Treel. the south bwWary fine of milt Croe Survey. end the isting NX41, right -of -Way Eine of mid BMIMI Rco4 to the point in the centMioe of Grapevine Creek; THENCE ap^g IM W -t oW North bwndary line at MIW AkvaWer Tract anal the [ terrine of sad Grapevine Creek some Variations somVariations to match the Swtn biwndory I;he of Wjointnq subdiivians as fomes: 1. N 3P 12' 59' W 99.33 feet, to o pant: 2. N - 42' 49' W 13252 feel. to o pant: 3. N 51' 26' tO" W 111.80 feet, to o Pont; 4. N 19. 38' 38' W 87.71 reel. to a pant: 5. NOT 15' S3' E 116.06 leen, to a pant; 8. N 39' 26' S5' E 58.13 1ee1, to a pant al IM SWIWHel a Lot 13, Block A Cwnlry Eelatee, - oddlion to the i City 0, Capp., Daws CwntY,ge To, oocurdinq to ap the plot riled in Vame 92188, Pa3839 of the Deetl Recof poaN Dome Crony. Tee-: ]. N Sr 52' If E 153.18 feet, along the South bwWary Eine of mid Let 13. 1e a pant; 8. N 71r 50' 3T E 129.62 reel• along the South boundary line of A I sad Lot 13. and also Lot 12 of safi Sleek A to a pant: 9. N 60 30'10 E 147.91 feet, elon9 Ihe Swth bwMory of miff Lot 12, '"'aelm LM 11 of -W Bbek A 1p a pant: 10. N 67 06' 11' E 164.17 feet• along the Soule bwMary fine of O sob LW 11. wW aim Lot 10 of sad Block A to a point at the Ny i SoulMaet carve or mid lel 10, berg IN SwtheeH cans of FdM LM 9, dA oek Grad Cave EstMes, on pdditien to IM C,1r of Capp WDome County. Tea e, accord] to IM pal recadM In Val.;,; 94190, Page 4358 of the Delle Records of Doll- 60 Cwnty, 11. N 68' 24'4' 2 22' E 161.91 !eel, atop IM South bauWary fine of /"1 1 mid Lot 9. to a point; F+il 12. N 7V 06' 24' E 62.27 feel. a" IM SeNn bounday AN of /1 mel Let 9. to a pant e1 the Soutneost , tnerml, Ming L� the -Wet caner ar Lal 10 °r mill Blak A Cron Cpve Ertelee; 13. S 88' 00' 13' E 157.51 feel, amp the Swm boundary line of said Let 10, and atm La I I al MIA Bl- A. Gond Cove Eelal- to o Q - I; 14. S 61' 45' 46 E 143.44 feet• a" the South I-n,Jery line or ZMINI Lo 11. to a pant; �-I I5. 5 mr 51' 38' E 96.71 feet, 01" the South bwido y line of O mil La mos 11. to o point al the t Swtnay SWNaal c - of mil Lot 11: 6. S JT 35 47' E 43.82 feel, too Pont; 17. 5 51• 17' 54' E 197.24 reel, to a point in the Went right -If - Way Msad ie of oloreDenton Top Rood (a 120 foot siM rghl- z f-eay pI les Pont): W I THENCE along the Meet right-of-Woy line or sok Denton Top Rood ae son A faxes: uW i 1, 5 W 39 30 E 217,02 feel. .long a line 60 foot W-1 of anal parallel to IM a fAd;ne or mid Denton Top Rood, to a 1/2' od TounB 2. 5 06' 22' 081 E 100.50 feel. to 0 1/2' HMI rod lwnd of o Tn paint Itirg 50,00 feel from IM cmterl;ne of mid Donlon Top Road; 3. S W 35' 02' E 150.97 feet. alooq a One SO reel W., or anis passel to the eentedine of m;d Denton Tapp Rood, to THE PLACE OF BEGINNING. conlaning 18.392 mroe (801,153 All- yy Ieet) of be,. & CERTIFICATION IEI " 6 T0: ALEXANDER INVESTMENT TRUST oW CHICAGO TITLE INSURANCE COMPAMI F' The unoo eg-a does hereby 'edgy that o survey eas mix day mega Val an 1e, groiWd w the property legally described Wean a< altoofi nW eld sot- deriig pdMadW by the nea. N ;a arecl: that Imre ore - Visible A-mane;ee, eanffid.. shWog. in area, boundary fine coolmis. ene-e-ents• -dappling of i�ovammis, vuibM easements a egnta-or-epoyss, e. opt oa amen the plot hereon: that said properly h- nee to oW from a 9,,blie roWeay aW, 1Mt the pe, he -I It, a I-, candor end _ 1/2' I ccaete reaesentWion of the properly desM erll Mrelnabore. pop room Ndher, the -sig-a hereby ce,tifiea that M Ns cakulolW 50.0the quonlity a bid a ooreege conloiom Within the trxl an -n on tell, plot of 11" ed dale ibM hereon a in malt aIl1hm field nal-, and cedil;- that IM gw,titr of bW re flown Noreen is e rest. Eve"' " `P- ne Winn o1 les propely ;s beotW r;In;n a 100-ymr hoax am. SURVEYED ON THE GROUND JULY 11. 2006 ria OF A �F riff ai "� .s ,`e�° --- ziuur REGISTERED F, sPRn REGISTERED M0,TR" PROFESSIONAL LVID SURVEYOR STATE DE TEIfAS ND, 5454 DRAWING REVISED: AUGUST 18. 2006 REMOVED LIS PENDENS AREA RELEASE OF LIS PENDENS yr row I CAUSE NO. CC -74-12302-B me i BOUNDARY SURVEY MAP OF 18.392 ACRES OF LAND eRP" 'I LOCATED 1N THE EDWARD A. CROW SURVEY ABSTRACT NO. 301 AND THE J.W. ANDERSON SURVEY ABSTRACT NO. 18 CITY OF COPPELL DALLAS COUNTY, TEXAS net. rn A Nit "DEVELOPMENT- CORPOAAMN 750061"24"E 1" 24 r2 Master Planned Livhtg O e JahnHavvkins . President .. `' a �a3i r O/F (817) 3294792 , OP M 81 996-6698 f- ,� M' H 81 488-8662, # 1 6 , 6003' Sunderland Drive Colleyville, Texas 76034 I � '�: -•a----a 9.09. ACRES S 350 O 1 NL�CD ��Z�R� � OO YEA EA I ACCORDING 0 THE NATIONAL FLOOD00 r I I aP t 1 INSURANCEPR GRAM'S FLOOD I TSURSN } 1 RATE MAPOR ALLAS COUNTY, E D ) ! , ,� �'� •�"� INCORPORATED AR S, MAP NUMBER 4811 0155 J, � I�� c ' 1-7_' BRITTAIN & CRAWFORD LAND SURVEYING & TOPOGRAPHIC MAPPING (817) 926-0211 - METRO (817) 429-5112 FAX No. (817) 926-9347 P.O. BOX 11374 *e 3908 SOUTH FREEWAY FORT WORTH, TEXAS 76110 EMAiU ADMINOBRfTTA1N-CRAWFORD,COM LEGAL DESCRIPTION BEING 18.392 acres of land located in the EDWARD A. CROW SURVEY, Abstract No. 301, and the J. W. ANDERSON SURVEY, Abstract No. 18, Coppell, Dallas County Texas, and being a portion of the Tract of land conveyed to Ruth Alexander, Trustee for the Alexander investment Trust, by the deed recorded in Volume 75121, Page 2290 of the Deed Records of Dallas County, Texas. Said 18.392 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" iron rod set at the Southeast corner of said Alexander Tract, being located by deed in the South boundary line of said Edward A. Crow Survey, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Rood (a 100 foot wide public right-of-woy at this 1 point) with the existing North right-of-way line of Bethel Road (a 1 50 foot wide public right-of-way); THENCE S 890 29' 11" W 1082.73 feet, along the South boundary line 1 of said Alexander Tract, the South boundary line of said Crow 1 Survey, and the existing North right-of-way line of said Bethel Road, to the point in the centerline of Grapevine Creek; THENCE along the West and North boundary line of said Alexander Tract and the centerline of said Grapevine Creek with some variations to I match the South boundary line of adjoining subdivisions as follows: 1 1. N 3411 12' 59" W 99.33 feet, to a point; 2. N 2811 42' 49" W 132.52 feet, to a point; 3. N 5111 26' 40" W 111.80 feet, to a point; 1 4. N 190 38' 38" W 87.71 feet, to a point; I5. N 020 15' 53" E 66.06 feet, to a point; I ? EFFECTIVE DTE: AUGUST 23, 2001 1 6. N 39" 26' 55" E 58.15 feet, to a point at the Southwest �;• - I corner of Lot 13, Block A, Country Estates, an addition to the I1 City of Coppell, Dallas County, Texas, according to the plat � 0 I X-' 1:375 1 I recorded in Volume 92188, Page 3639 of the Deed Records of Dallas County, Texas; (+,� ; \ 1 7. N 594 52' 46" E 153.18 feet, along the South boundary line of 14 j said Lot 13, to a point; o o r �. i i a - '�^*`�, I 8. N 780 50' 37" E 129.82 feet, along the South boundary line of ry i ' 1TE�o 0)C', _ I said Lot 13, and also Lot 12 of said Block A, to a point; I S £:r ? 4 `� *.,� I g 9. N 600 30' 10" E 147.91 feet, along the South boundary of said I r _Fa.j I n I Lot 12, and also Lot 11 of said Block A, to a point; 10. N 624 06' 11" E 164.17 feet, alongthe South bounds line of 2fl --_ 2� ; 2o "' said Lot 11, and also Lot 10 of said Block A, to a point boundary tthe 11_' WIpE `~� l� r� i Southeast corner of said Lot 10, being the Southwest corner of $'r / ` UMC• 680 NIT,gRY `' 1) 0 Lot 9, Block A, Grand Cove Estates, an addition to the City of ,,..�`' �,; � � - � / / '~.-•-.. Pq ER EAS ,,,� �. ....�j _ Coppell, Dallas County, Texas, according to the pint recorded I I , ` ��' r� �, --? p RFNT R , P 4358 of the Deed Records of Dallas C ,}'7 25' ', ,E I in Volume 94190 age ` �g 3 Q T• i SANITA�'' sEwE > County, Texas; t .�+ 0 60.0 4 { I � `�'` �� a.. ,..,__..--.. � � `,. •�,,,,-• �-~-~----�'--�- (V � EA4. ENT I 11. N 680 24' 22" E 163,91 feet, slang the South boundary line of J3, PAG 898 VOLUME { I said Lot 9, to a point; G91t�� r,s` n ___ !,� 12, N 754 06' 24" E 62.27 feet, along the South boundary line of L (� f I said Lot 9, to a point at the Southeast corner thereof, being i r'� � .-� /�, � N a13'41" 69 36' i ° y o r . / °> „� y"F °i the Southwest corner of Lot 10 of said Block A, Grand Cove �.- ss, s 86 35'14"E 59 5 ~-� I Estates; 1"23`52" ,}g.95 S 88°57'16"E 78.12` i S ' � ° , „ t fir; % ``t� . e' ., 57 n I t I k% ss5y n l iii a0 N 39°18'12"E , i { 2 6g s T 0 c 35,1 5' `=- A TIO N 0 W; I ',:A M L 0 I 0 I 1 >° Z O i D OWNERSHIP IN QUESTION RUTH ALEXANDER I POSSIBLE OWNER BY VOLUME 75121, PAGE 2290 D.R.D.C.T, t- ELEVATION, N�� Ci �{7 s 3" oao LIMIT LINE �,� 13, S $8 00 13 E 1 .51 feet, along the South boundary line of `V 41,16' I said Lot 10, and also Lot 11 of said Block A, Grand Cove A _ °02'06"� 8 > 2.27 '3� Estates to a point; 4°34,"E 5s. t F } 14. S 61° 45' 46" E 143.44 feet, along the South boundary line of 6s.5 ' ` as' 9 E L AT I.-<, , , ;n, -i said Lot 11, to a point; Z15. S 350 51' 38" E 96.71 feet, along the South boundary line of .Q(,t 0 C s$ "� I said Lot 11, to a point at the most Southerly Southeast comer QTR 4 I of said Lot 11; I 16. S 324 35' 47" E 43.82 feet, to a point; 17, S 514 17' 54" E 197,24 feet, to a point in the West right -of- way line of i2_�'. }L • ' of way at this poaforesai 'Denton Tap Road (a 120 foot wide right - Q CQa ,y� g THENCE along the West right-of-way line of said Denton Tap Road as follows. r� 1. S 00° 39' 30" E 217.02 feet, along a line 60 foot West of and �., a3 S 66°49 "E r parallel to the centerline of said Denton Top Road, to a 1/2" � 32.Tr' iron rod found; 392 �CRE 18.� � � y 2. S 060 22' 08" E 100.50 feet, to a 1/2" iron rod found at a l s2 Fw V 1 (801,153 SQUARE FEET) fV `� � j to' w i ^.,M AL point Rood;lying 50,00 feet from the centerline of said Denton Tap -~- [ J TE P '` �-., LEPt: ,tit COMPANY ty4 , :* I; �. VOL"J25�11E A 3. S 000 38' 02" E 150.97 feet, along a line 50 feet West of and a ti.491 ACRES IN FLOOD , HAk,..� SEA F J 8 ° ` 4 D.R, I parallel to the centerline of said Denton Tapp Road, to THE / 5 ARE FEET �: 1 IRO _( PLACE OF BEGINNING, containing 18,392 acres (801,153 square ' / 60.0 e 5 " � I ;� � e _" � _ � Rob Fau feet) of land, 5 9 n3 �.. ' °�� - ��- �MIA � 1 STREET i 05,157 SQUARE FEET} -' f � , ()6'22'0) . � � s1GN CERTIFICATION o TO: ALEXANDER INVESTMENT TRUST and CHICAGO TITLE INSURANCE COMPANY RUTH ALEXA DER TRUSTEE OR� 22'0 l� z1 �V r ALEXAND •,R IN SJTMENT UST ' �q ��° x ,_. ! The undersigned does hereby certify that a survey was this day made r W on the ground on the property legally described hereon or in VOLUME 751 ,PAGE 2 9O 2 'WIDE U attached field notes sAN>T RY SEW prepared by the undersigned, and is correct; D.R. C.T.,Q - { FAs,iuENr l that there are no visible discrepancies, conflicts, shortages in aLUME 93215, PAGE sss2 area, boundary line conflicts, encroachments, overlapping of .. x D.R,D,C,T.NOLNE improvements, visible easements or rights-of-way, except as shown MANG� I on the plot hereon; that said property has access to and from a h .. , o public roadway; and, that the plat hereof is a true, correct and ^- p . 4 lin tt 1/2" IRON I accurate representation of the property described hereinabove, hereby Y ROD FOUND Further, the undersigned certifies that he has calculated 50.0' the quantity of land or acreage contained within the tract shown on �qthis plat of survey and described hereon or in said attached field 4 0 notes, and certifies that the quantity of land shown hereon is ' correct. Except as shown, no portion of this properly is located S 00038919 1 i within a 100 -year flood hazard area. e °: _4 _ SURVEYED` ON THE GROUND _ OF Q Z JULY 11> 2006 �,�:....-•.....T�` � »` `� SPEED LIMIT STUART F. SMiTH s SIGN a 545,z 4:Q CE STUART F. SMITH 0.23' •::�� t Y" I REGISTERED PROFESSIONAL SUR 2LAND SURVEYOR 18 16 * 1 f" iI ��) I i -, STATE OF TEXAS N0. 5454 s g,� `j 1 I li DRAWING REVISED: AUGUST 18, 2406 {; 73.0 UNDE ND �P f2' IRON ...� ,.........._,.. _ REMOVED LIS PENDENS AREA _ . _ w -� ° Qp135 RELEASE OF LIS PENDENS I f �LROID,LSEr 74 12302 B Y Y 1 2" IRON - s �' I CAUSE NO CC— PHALT ! a,v i 100,00, * _ , rr x--� z s Y * X E -E4 _-1, .. ROD SET ,ASPHALT E E Y- `= BARBED WIRE FENCE POINT Y X X Y---X�r X .Lrrn�tvC GS UNDERGROUND OF _.,._..._.,.___ _._._,._...,.._...^___._...._....»___._.__...,_.._.-,__.,._,.,»_..._...._._.. .... . .,.'.. . 6a8 ,_ ___s..,: „-Y- -.Y BAR ED WIRE FENCE C "" �sR•;� i= 6°�9 Q UNDERGONEND L1Mii0 SIGN INLET _._»__.____... _ _„mm s f "3 �=t VAULT gTELEPHONE 62 T� u N_ .. _ @} ¢ TRAFFIC Vic. ! ....�.,--.�^� .Cts.._. _...--,..- -• ---??5---^^- ' S.� ''-' BEGINNING TPHONE CONCRETE WALL GUARDRAIL TEDLEPNONEND - — a - - — — — M — . ,;4_ — E:s — — — — - — — - — — — —v! NE — lk1RICEl? — — — —CONCRETE BRIDGE — — ASPHALT ROAD ASPHALT ROAD 4fJ ASPHALT ROAD STOP ±UARD kRAtt Er SIGN EmsARD £ E E £ E E E GUARDS — 1 — ..+ ,... —. .—. ..._ £— E.... —. E — E— .�E�..—..—... E..— — �._. E� £ E— E '� — E— E _ .- — — — — -- .- — — — Y X X ----------X eame� Mae ratcE Y Y BARBED WIRE FEi,CE ' avmm 70 FENCE I LU X Y X ----X (�/\jam BOUNDAR SURVEY CAP ROCK WALL CONCRETE �-- Y ROCK WALL � easfxc Fa+cE �ACCC�`S,'S EASEMENT, r& — `- _ � _ — — o ROCK WALL � 4F OI��I� ON AREA - 1 I v ( � p I I EASEMENT NOTES 18,392 ACRES OF LAND LCAT `17'*, BLOCK { � � I I I REGARDING EASEMENTS IDENTIFIED ON SCHEDULE B OF 15. EASEMENT GRANTED BY ALEXANDER INVESTMENT nr '. # =3,::, r; t ” r CHICAGO TITLE INSURANCE COMPANY, TITLE COMMITMENT TRUST 70 CITY OF COPPELL, DATED OCTOBER LOCATED IN THE I rte, I GF N0, 44-903-80-696067, EFFECTIVE MAY 8, 2006 21,TRAFFIC SIGNAL 1993, FILED FOR RECORD ON NOVEMBER 4, 1 ISSUED MAY 19, 2006,1993, AND RECORDED iN VOLUME "PAGE { / LCAT I LST 1 �--r W I LST 1 8992, DEED RECORDS, DALLAS COUNTYNTY,, TEXAS. I EDWARD A. CROW SURVEY LOT 1, BLOCK '13' T ( ((---�� ©s Cn � 11 CHICAGO TITLE AND AFFECTS SHAWN TRACT THE SURVEY. SHOWN HEREON, ABSTRACT 11 . �I,�V 1 THE RE f J o H o S I IM M O N S SUI \ U E � i � � �i i I 14. EASEMENT GRANTED BY RUTH ALEXANDER 70 �� 1 � 'D " / �C� AM VOL. 99242, PG t � � — — — I I COUNTY OF DALLAS, DATED OCTOBER 20, 1970, 16. EASEMENT GRANTED BY RUTH ALEXANDER 70 / BEARING BASIS NOTE: ( l `�+ 1 FiLED FOR RECORD ON DECEMBER 31, 1970 AND CITY OF COPPELL, DATED JUNE 22, 1995,J.". j�[ �"��/'� �` '� [� P.R.D.0°T° / BLOCS; �A; RECORDED IN VOLUME 70251, PAGE 356, DEED FILED FOR RECORD ON OCTOBER 18, 1995 AND � � � t/ s Ti . ANDER1,Jj,11� SURVEY i EY THE •BEARINGS SHOWN HEREON ARE ,GRID I LOT 1 X I RECORDS, DALLAS COUNTY, TEXAS. AFFECTS RECORDED IN VOLUME 95203, PAGE 2898, DEED � � -9- BEARINGS BEARINGS BASED ON TEXAS STATE PLANE ABSTRACT NO. 1296 BLOCK 'B' BLOCK 5B' THE TRACT OF LAND SHOWN HEREON, AND IS RECORDS, DALLAS COUNTY, TEXAS. AFFECTS � ABSTRACT NO. 1T8 SHOWN ON THE SURVEY. THE TRACT OF LAND SHOWN HEREON, AND IS I'"�� BrB� �tJ�3s COORDINATES, (NAD 83) LAMBERT PROJECTION _ I I I SHOWN ON THE SURVEY.it FOR THE TEXAS NORTH CENTRAL ZONE,�UI'iY, 7]��AS SUMMIT THE SPRINGS, GS, VOL. 0 , P . p I .R.D..T. 1 I U h � s' . RC I .5 DAL CO. # 631 E SCALE 1 ft = 50' JOSEPH C. TH' EAT3, ESTATE DEFINED IN DEED TO J.W. T#-tWEATT VOLUME 515, PAGE 76 D.R,D.C.T. 3203,5'47"E 3.82' BRITTAIN & CRAWFORD LAND SURVEYING & TOPOGRAPHIC MAPPING (817) 926-0211 - METRO (817) 429-5112 FAX No. (817) 926-9347 P.O. BOX 11374 *e 3908 SOUTH FREEWAY FORT WORTH, TEXAS 76110 EMAiU ADMINOBRfTTA1N-CRAWFORD,COM LEGAL DESCRIPTION BEING 18.392 acres of land located in the EDWARD A. CROW SURVEY, Abstract No. 301, and the J. W. ANDERSON SURVEY, Abstract No. 18, Coppell, Dallas County Texas, and being a portion of the Tract of land conveyed to Ruth Alexander, Trustee for the Alexander investment Trust, by the deed recorded in Volume 75121, Page 2290 of the Deed Records of Dallas County, Texas. Said 18.392 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" iron rod set at the Southeast corner of said Alexander Tract, being located by deed in the South boundary line of said Edward A. Crow Survey, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Rood (a 100 foot wide public right-of-woy at this 1 point) with the existing North right-of-way line of Bethel Road (a 1 50 foot wide public right-of-way); THENCE S 890 29' 11" W 1082.73 feet, along the South boundary line 1 of said Alexander Tract, the South boundary line of said Crow 1 Survey, and the existing North right-of-way line of said Bethel Road, to the point in the centerline of Grapevine Creek; THENCE along the West and North boundary line of said Alexander Tract and the centerline of said Grapevine Creek with some variations to I match the South boundary line of adjoining subdivisions as follows: 1 1. N 3411 12' 59" W 99.33 feet, to a point; 2. N 2811 42' 49" W 132.52 feet, to a point; 3. N 5111 26' 40" W 111.80 feet, to a point; 1 4. N 190 38' 38" W 87.71 feet, to a point; I5. N 020 15' 53" E 66.06 feet, to a point; I ? EFFECTIVE DTE: AUGUST 23, 2001 1 6. N 39" 26' 55" E 58.15 feet, to a point at the Southwest �;• - I corner of Lot 13, Block A, Country Estates, an addition to the I1 City of Coppell, Dallas County, Texas, according to the plat � 0 I X-' 1:375 1 I recorded in Volume 92188, Page 3639 of the Deed Records of Dallas County, Texas; (+,� ; \ 1 7. N 594 52' 46" E 153.18 feet, along the South boundary line of 14 j said Lot 13, to a point; o o r �. i i a - '�^*`�, I 8. N 780 50' 37" E 129.82 feet, along the South boundary line of ry i ' 1TE�o 0)C', _ I said Lot 13, and also Lot 12 of said Block A, to a point; I S £:r ? 4 `� *.,� I g 9. N 600 30' 10" E 147.91 feet, along the South boundary of said I r _Fa.j I n I Lot 12, and also Lot 11 of said Block A, to a point; 10. N 624 06' 11" E 164.17 feet, alongthe South bounds line of 2fl --_ 2� ; 2o "' said Lot 11, and also Lot 10 of said Block A, to a point boundary tthe 11_' WIpE `~� l� r� i Southeast corner of said Lot 10, being the Southwest corner of $'r / ` UMC• 680 NIT,gRY `' 1) 0 Lot 9, Block A, Grand Cove Estates, an addition to the City of ,,..�`' �,; � � - � / / '~.-•-.. Pq ER EAS ,,,� �. ....�j _ Coppell, Dallas County, Texas, according to the pint recorded I I , ` ��' r� �, --? p RFNT R , P 4358 of the Deed Records of Dallas C ,}'7 25' ', ,E I in Volume 94190 age ` �g 3 Q T• i SANITA�'' sEwE > County, Texas; t .�+ 0 60.0 4 { I � `�'` �� a.. ,..,__..--.. � � `,. •�,,,,-• �-~-~----�'--�- (V � EA4. ENT I 11. N 680 24' 22" E 163,91 feet, slang the South boundary line of J3, PAG 898 VOLUME { I said Lot 9, to a point; G91t�� r,s` n ___ !,� 12, N 754 06' 24" E 62.27 feet, along the South boundary line of L (� f I said Lot 9, to a point at the Southeast corner thereof, being i r'� � .-� /�, � N a13'41" 69 36' i ° y o r . / °> „� y"F °i the Southwest corner of Lot 10 of said Block A, Grand Cove �.- ss, s 86 35'14"E 59 5 ~-� I Estates; 1"23`52" ,}g.95 S 88°57'16"E 78.12` i S ' � ° , „ t fir; % ``t� . e' ., 57 n I t I k% ss5y n l iii a0 N 39°18'12"E , i { 2 6g s T 0 c 35,1 5' `=- A TIO N 0 W; I ',:A M L 0 I 0 I 1 >° Z O i D OWNERSHIP IN QUESTION RUTH ALEXANDER I POSSIBLE OWNER BY VOLUME 75121, PAGE 2290 D.R.D.C.T, t- ELEVATION, N�� Ci �{7 s 3" oao LIMIT LINE �,� 13, S $8 00 13 E 1 .51 feet, along the South boundary line of `V 41,16' I said Lot 10, and also Lot 11 of said Block A, Grand Cove A _ °02'06"� 8 > 2.27 '3� Estates to a point; 4°34,"E 5s. t F } 14. S 61° 45' 46" E 143.44 feet, along the South boundary line of 6s.5 ' ` as' 9 E L AT I.-<, , , ;n, -i said Lot 11, to a point; Z15. S 350 51' 38" E 96.71 feet, along the South boundary line of .Q(,t 0 C s$ "� I said Lot 11, to a point at the most Southerly Southeast comer QTR 4 I of said Lot 11; I 16. S 324 35' 47" E 43.82 feet, to a point; 17, S 514 17' 54" E 197,24 feet, to a point in the West right -of- way line of i2_�'. }L • ' of way at this poaforesai 'Denton Tap Road (a 120 foot wide right - Q CQa ,y� g THENCE along the West right-of-way line of said Denton Tap Road as follows. r� 1. S 00° 39' 30" E 217.02 feet, along a line 60 foot West of and �., a3 S 66°49 "E r parallel to the centerline of said Denton Top Road, to a 1/2" � 32.Tr' iron rod found; 392 �CRE 18.� � � y 2. S 060 22' 08" E 100.50 feet, to a 1/2" iron rod found at a l s2 Fw V 1 (801,153 SQUARE FEET) fV `� � j to' w i ^.,M AL point Rood;lying 50,00 feet from the centerline of said Denton Tap -~- [ J TE P '` �-., LEPt: ,tit COMPANY ty4 , :* I; �. VOL"J25�11E A 3. S 000 38' 02" E 150.97 feet, along a line 50 feet West of and a ti.491 ACRES IN FLOOD , HAk,..� SEA F J 8 ° ` 4 D.R, I parallel to the centerline of said Denton Tapp Road, to THE / 5 ARE FEET �: 1 IRO _( PLACE OF BEGINNING, containing 18,392 acres (801,153 square ' / 60.0 e 5 " � I ;� � e _" � _ � Rob Fau feet) of land, 5 9 n3 �.. ' °�� - ��- �MIA � 1 STREET i 05,157 SQUARE FEET} -' f � , ()6'22'0) . � � s1GN CERTIFICATION o TO: ALEXANDER INVESTMENT TRUST and CHICAGO TITLE INSURANCE COMPANY RUTH ALEXA DER TRUSTEE OR� 22'0 l� z1 �V r ALEXAND •,R IN SJTMENT UST ' �q ��° x ,_. ! The undersigned does hereby certify that a survey was this day made r W on the ground on the property legally described hereon or in VOLUME 751 ,PAGE 2 9O 2 'WIDE U attached field notes sAN>T RY SEW prepared by the undersigned, and is correct; D.R. C.T.,Q - { FAs,iuENr l that there are no visible discrepancies, conflicts, shortages in aLUME 93215, PAGE sss2 area, boundary line conflicts, encroachments, overlapping of .. x D.R,D,C,T.NOLNE improvements, visible easements or rights-of-way, except as shown MANG� I on the plot hereon; that said property has access to and from a h .. , o public roadway; and, that the plat hereof is a true, correct and ^- p . 4 lin tt 1/2" IRON I accurate representation of the property described hereinabove, hereby Y ROD FOUND Further, the undersigned certifies that he has calculated 50.0' the quantity of land or acreage contained within the tract shown on �qthis plat of survey and described hereon or in said attached field 4 0 notes, and certifies that the quantity of land shown hereon is ' correct. Except as shown, no portion of this properly is located S 00038919 1 i within a 100 -year flood hazard area. e °: _4 _ SURVEYED` ON THE GROUND _ OF Q Z JULY 11> 2006 �,�:....-•.....T�` � »` `� SPEED LIMIT STUART F. SMiTH s SIGN a 545,z 4:Q CE STUART F. SMITH 0.23' •::�� t Y" I REGISTERED PROFESSIONAL SUR 2LAND SURVEYOR 18 16 * 1 f" iI ��) I i -, STATE OF TEXAS N0. 5454 s g,� `j 1 I li DRAWING REVISED: AUGUST 18, 2406 {; 73.0 UNDE ND �P f2' IRON ...� ,.........._,.. _ REMOVED LIS PENDENS AREA _ . _ w -� ° Qp135 RELEASE OF LIS PENDENS I f �LROID,LSEr 74 12302 B Y Y 1 2" IRON - s �' I CAUSE NO CC— PHALT ! a,v i 100,00, * _ , rr x--� z s Y * X E -E4 _-1, .. ROD SET ,ASPHALT E E Y- `= BARBED WIRE FENCE POINT Y X X Y---X�r X .Lrrn�tvC GS UNDERGROUND OF _.,._..._.,.___ _._._,._...,.._...^___._...._....»___._.__...,_.._.-,__.,._,.,»_..._...._._.. .... . .,.'.. . 6a8 ,_ ___s..,: „-Y- -.Y BAR ED WIRE FENCE C "" �sR•;� i= 6°�9 Q UNDERGONEND L1Mii0 SIGN INLET _._»__.____... _ _„mm s f "3 �=t VAULT gTELEPHONE 62 T� u N_ .. _ @} ¢ TRAFFIC Vic. ! ....�.,--.�^� .Cts.._. _...--,..- -• ---??5---^^- ' S.� ''-' BEGINNING TPHONE CONCRETE WALL GUARDRAIL TEDLEPNONEND - — a - - — — — M — . ,;4_ — E:s — — — — - — — - — — — —v! NE — lk1RICEl? — — — —CONCRETE BRIDGE — — ASPHALT ROAD ASPHALT ROAD 4fJ ASPHALT ROAD STOP ±UARD kRAtt Er SIGN EmsARD £ E E £ E E E GUARDS — 1 — ..+ ,... —. .—. ..._ £— E.... —. E — E— .�E�..—..—... E..— — �._. E� £ E— E '� — E— E _ .- — — — — -- .- — — — Y X X ----------X eame� Mae ratcE Y Y BARBED WIRE FEi,CE ' avmm 70 FENCE I LU X Y X ----X (�/\jam BOUNDAR SURVEY CAP ROCK WALL CONCRETE �-- Y ROCK WALL � easfxc Fa+cE �ACCC�`S,'S EASEMENT, r& — `- _ � _ — — o ROCK WALL � 4F OI��I� ON AREA - 1 I v ( � p I I EASEMENT NOTES 18,392 ACRES OF LAND LCAT `17'*, BLOCK { � � I I I REGARDING EASEMENTS IDENTIFIED ON SCHEDULE B OF 15. EASEMENT GRANTED BY ALEXANDER INVESTMENT nr '. # =3,::, r; t ” r CHICAGO TITLE INSURANCE COMPANY, TITLE COMMITMENT TRUST 70 CITY OF COPPELL, DATED OCTOBER LOCATED IN THE I rte, I GF N0, 44-903-80-696067, EFFECTIVE MAY 8, 2006 21,TRAFFIC SIGNAL 1993, FILED FOR RECORD ON NOVEMBER 4, 1 ISSUED MAY 19, 2006,1993, AND RECORDED iN VOLUME "PAGE { / LCAT I LST 1 �--r W I LST 1 8992, DEED RECORDS, DALLAS COUNTYNTY,, TEXAS. I EDWARD A. CROW SURVEY LOT 1, BLOCK '13' T ( ((---�� ©s Cn � 11 CHICAGO TITLE AND AFFECTS SHAWN TRACT THE SURVEY. SHOWN HEREON, ABSTRACT 11 . �I,�V 1 THE RE f J o H o S I IM M O N S SUI \ U E � i � � �i i I 14. EASEMENT GRANTED BY RUTH ALEXANDER 70 �� 1 � 'D " / �C� AM VOL. 99242, PG t � � — — — I I COUNTY OF DALLAS, DATED OCTOBER 20, 1970, 16. EASEMENT GRANTED BY RUTH ALEXANDER 70 / BEARING BASIS NOTE: ( l `�+ 1 FiLED FOR RECORD ON DECEMBER 31, 1970 AND CITY OF COPPELL, DATED JUNE 22, 1995,J.". j�[ �"��/'� �` '� [� P.R.D.0°T° / BLOCS; �A; RECORDED IN VOLUME 70251, PAGE 356, DEED FILED FOR RECORD ON OCTOBER 18, 1995 AND � � � t/ s Ti . ANDER1,Jj,11� SURVEY i EY THE •BEARINGS SHOWN HEREON ARE ,GRID I LOT 1 X I RECORDS, DALLAS COUNTY, TEXAS. AFFECTS RECORDED IN VOLUME 95203, PAGE 2898, DEED � � -9- BEARINGS BEARINGS BASED ON TEXAS STATE PLANE ABSTRACT NO. 1296 BLOCK 'B' BLOCK 5B' THE TRACT OF LAND SHOWN HEREON, AND IS RECORDS, DALLAS COUNTY, TEXAS. AFFECTS � ABSTRACT NO. 1T8 SHOWN ON THE SURVEY. THE TRACT OF LAND SHOWN HEREON, AND IS I'"�� BrB� �tJ�3s COORDINATES, (NAD 83) LAMBERT PROJECTION _ I I I SHOWN ON THE SURVEY.it FOR THE TEXAS NORTH CENTRAL ZONE,�UI'iY, 7]��AS SUMMIT THE SPRINGS, GS, VOL. 0 , P . p I .R.D..T. 1 I U h � s' . RC I .5 DAL CO. # 631 E - LEGEND -- W LPLANT TIONP.F IRON P/N FOUND v Original Sl1 A " 60 BERBER gnacae = «, ►.P•S IRON PIN SET SPANIS MOSS EDWARD A. CROW SURVEY KAYE 0 30 60 120 ( f) SANITARY SEWER M.N. Z 0 0 SS CLEANOUT ABSTRACT N O . 301 COOPER BROOK Graphic Scale in Feet O z © WATER METER p C {� Z B Y #n (� ry BROOKS ry U WATER VALVE GRAND Q `DILLAR = SITE LOCATION W 1 COVE ESTATES Z LEGAL DESCRIPTION (- � ❑E ELECTRIC TRANSFORMER VOL. 94190, PG. 4358 �Y` � BEING 18.277 acres of land located in the EDWARD A. CROW SURVEY, Z E- Q ELECNiC RISER 1v,-'� ( D. R. D.Co.,Tx. Abstract No. 301, and the J.W. ANDERSON SURVEY, Abstract No. 18, Coppell, Q (n �-' \ ( Dallas County, Texas, and being a portion of the Tract of land conveyed to Ruth Alexander, Trustee for the Alexander Investment Trust, by the deed recorded in Q ® TELEPHONERISER ( } C Volume 75121, Page 2290 of the Deed Records of Dallas County, Texas. Said ,?> I ® FlBER OPTIC SIGN �( OQ�j BETHAL Q 18.277 acres of land being more particularly described by metes and bounds as I w GAS METER i \ ,�6' 4� � follows: Qy' CABLE TV RISER \ I 1A �13q 0� 76.06 ' 107.48' Z BEGINNING at a point at the Southeast corner of said Alexander Tract, said E S 88`48'12" E X3.67' 0 Point of Beginning being the end point of a corner clip located in the North right - SIGN 93.2309 S 7g3g,5�„ W of -way line of Bethel Road (a 67.5 foot right-of-way at this point); o s�cN Posr E �� ( FIRE HYDRANT \ , GR S 6p.�0 Q THENCE along the South boundary line of said 18.277 acre tract and the said o GRAPEVINE CREEK s,, - North right-of-way line Bethel Road as follows; Q�\ L POWER POLE Q O COUNTRY ESTATES �` 1oti•5��' moo C� 3 �� \ \ VICINITY MAP South 89 degrees 25 minutes 09 seconds - 210.13 feet to a point; � Q�' A` UC -HT POLE VOL. 92188, PG. 3639 tX \ \ O' South 84 degrees 57 minutes 06 seconds - 222.76 feet to a point; GUY WIRE D. R. D. Co., Tx. \ QP ,, USouth 89 degrees 29 minutes 11 seconds - 625.52 feet to the cent line of o `�Cp,� \\ \ Grapevine Creek; { � � -E E- OVERHEAD ELECTRIC \ 2 t ; � \ � JOSEPH C. TH W A CD p' -T T- OVERHEAD COMM. \ 3' \� s� E TT 'o 'o \ / THENCE along the said centerline of Grapevine Creek as follows; � 133-� -It�' sr � \ � ESTATE -w W- WATER LINE N g0. W `�� ` \ DEFINED IN DEED TO g p 1 (-SS-SS- SANITARY SEWER LINE 113.13' 4:50' � FT. � \� / North 28 degrees 24 minutes 45 seconds West- 89.00 feet to a Dint; 5.1 (375,676 ;n / J.W. THWEATT North 45 degrees 53 minutes 18 seconds West- 44.00 feet to a point; P PIPELINE g 'rj 16.00' (D v' APPROXIMATE 100 YEAR FLOOD HAZARD AREA VOL. 515, PG. 76 North 29 degrees 21 minutes 34 seconds West- 88.73 feet to a point; -x X- FENCE \ o ACCORDING TO THE Iv TIONAL FLOOD D. R. D. Co. T. `I INSURANCE PROGRAM LOOL INSURANCE z North 48 degrees 47 minutes 36 seconds West - 109.00 feet to a point; RATE IAP FOR DALLAS OUNTY, TEXAS AND j t O��Gj z I!CORPORATED AREAS, MAP NUMBER 48113CO155 J; North 25 degrees 19 minutes 52 seconds West- 139.50 feet to a point; o°BLOC A M EFFECTIVE AI :S13F1 s I P I 1 66, n? N 5ta82 \ North 08 degrees 59 minutes 43 seconds East - 38.00 feet to a point; I S 872'22 ,, �h w M North 37 degrees 46 minutes 35 seconds East- 64.00 feet to a point; 5 E 9 27 33 E o0 7 SANITARY SEWER A 12 LO 9,53�g 1 1 MANHOLE w 13 14 as F I North 61 degrees 59 minutes 26 seconds East - 111.02 feet to a point; 1 I N 72 W o W 15 k i ?� �� ,c ( I North 72 degrees 13 minutes 49 seconds East - 93.75 feet to a point; / 1 flto �'' �'"� �` *Loo ;N', 16 vo. s`�O°, !� South 89 degrees 27 minutes 33 seconds East - 72.22 feet to a point; € 9 _ z o 1 6? - z z M sG2s0 North 50 degrees 47 minutes 45 seconds East- 93.00 feet to a point; SOL. SEWER - +�" o ?� ( North 58 degrees 33 minutes 27 seconds East - 89.56 feet to a Dint; 68079 SANITARY- ire a o 25' SE R SANITARY 9 p x ; 0 1 �.- " ' G• 92 EASE _ !� ASEMENT `~ D.R,D CoM7 •o` O� R.� o- �' VOL „•• Orth 80 degrees 58 minutes 48 seconds East - 133.03 feet to a porn '\ %K- .0Rte. D. Co. T. 2898 l N e r p RO 60.Q 'a, f, I North 58 degrees 24 minutes 39 seconds East - 75.00 feet to a point; I i N 114910 08659'43" �'" '` �'•8. � North 47 degrees 23 minutes 38 seconds East- 70.00 feet to a point; E SANITARY SEWER EASEMENT R°R -- �"" - :� 144 38.00 s ( TO BE ABANDONED 493.0 _ North 71 degrees 56 minutes 41 seconds East 34.00 feet to a point; 493.0 ' ' - "' "- SANITARY E BY THIS PLAT 4.93.0 �� - - -- � North 83 degrees 23 minutes 09 seconds East- 76.06 feet to a point; � _„� -.. � I e r t •-' ' 493.0 93.0 - - -� s s. O South 88 degrees 48 minutes 12 seconds East - 107.48 feet to a point; � r C� - - �� South 79 degrees 39 minutes 55 seconds East - 93.67 feet to a point; 493.0 Z 493.0 l 1 ;91' _ -__ _ South 60 degrees 51 minutes 50 seconds East- 47.00 feet to a point; r _ /6, 22; 75 �� W 62:2$. 65.74' 62.99' �` ��\ -1, W South 38 degrees 19 minutes 27 seconds East- 142.40 feetto a point; a. L - 82.78' �. �zs�� 4920 �: � ., R-250' S 8T58'54' -'..E ._V � �.-., � �J 19.10' .cs ZO _ 61;OS' 1_ y� o South 47 degrees 42 minutes 51 seconds East- 182.58 feet to a point; O ; rn h� 2 I� g3' i3 32'� 34.98 1� _ �1� ( < p {,� 0 A�, A ;�;$ .. ,` R 22 53.47 54 N � g`� __ _ .. �, _._ __. � '�`� R= 42 `�' ?s. .,5 � �; I, O 1 South 60 degrees 25 minutes 02 seconds East- 62.17 feet to the West right -of- _ cD \ ,Loy, 7O , R�17 _^ AST 6 g way line of Denton Tap Road (a 120 foot wide right-of-way at this point); m v Gx? v 3 0� yon = g : �w s R=2oo „_ _m .. ALES INDE to : I ®(" �'` �� 1�f��E or W"�� _ g330'�'��'`' �. R=950' `� 50 R0•W. R �,CQ�J s� 40' GENERAL TELEP ONE 1 ' HENCE along the West right-of-way line of said Denton Tap Road as follows: v? v r ST gLE R.o w 3z a, ��°'��, '' RT r p �3 \ � 125.62' EASEMENT I Ir \o0\ �y� E 5 S Sg ��`�� °' VOL. 70251, PG. 356` South 00 degrees 10 minutes 59 seconds East - 217.01 feet along a line 60 foot 68 /' ,,- N 8T58' S i _,ti - 30 gi. ( ... 6Q.Q:..... 9 g W 1 S2 \ oy�\ 495.0 `� o� ,�y°`, 6 R=125' _, R-225 ul w Q ;-- R�gS.' D.R:D.Co.,T.., :` West of and parallel to the centerline of said Denton Tap Road, to a point; t m d` U 1 ° , \ �� 5 14.44 _ 15 B.L. �8-""'r A�� "'� gyp. 69.46' 7 58 54 W Lw 25.36' 28.32' S19' ✓ CL p '� 814.30' w so I 11 South 07 degrees 23 minutes 12 seconds East - 100.72 feet to a point, said �- 4 rzRj, N 8238, A \ C9 n, N ,� `�i �., ;� .� � point being 50.00 feet from the centerline of said Denton Tap Road; z o-70, °g W 2ss. �� ` o< �� - �o l � 4 �N� 492.0 IQ 0 p c3 Sj 00', A j \ r �S, ry a `� cr '�1 z 3 O p� 6'a, ° ( �• 25 r� ei ' I 4? J South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet N ° �� 131.8` N West of and parallel to the centerline of said Denton Ta Road, to a rn 11 �4., 0 2 E { h? � p p point, said c( I \ \ LA 1 49''7,0 ,, `�� - point begin the beginning of a corner clip; _1 �� oa T o? S 89'29'11" W 152.00' 27'BB �' z c,. ` 8 1 1- O \ L , ,..... N 89'29'11 E 150.0u.., \ frt 1 \ �' o. 3.5 A POINT OF BEGINNING, t 18 277 ( 9 3 �. - v �c . 0' SEWER SANIT o '• � EASEMENT TELEPHONE 1 South 44 degrees 26 minutes 21 seconds West 35.28 feet along said corner \ -" a' `, t �,, 3' \,' ``�. !7 MANHOLE clipto the G, con ainin acres 7 6,1 0 square feet) CO r o 103 `n VOL 93215, PG. 8992 M 9 Q ) c9, \ A 12•.06' CO 9 o f l a n d. \\ ;;O:30'4,6" O 3 ..�n T. - ti ' 495.0 °�6" m o N m_. X30* �8 { ....50.0 ...... a 5 y �� 3 E ( t \ \ y� -iS0 T o oti �j o :L. M S \ 83.� ANITAk�r ' % `t' X8.83 8 rn 2 1 o "> °. . MANHgE I .- �. Ria o<�;. 48 �• j- cV 1 SURVEYOR CERTIFICATE OWNERSHIP IN \ \ 1546' w- 18.50' ;' o 5' A� N 89'29'11" E 152A0' Z 5' � SA. jod oo 00 I, James W . Bartlett, a Registered Professional Land Surveyor, do hereby certify QUESTION 2 A \ \\ ? BL. w S 8929'11" W 150.00' 2 o L� 2 2 3s i , "' ` I o0 A •� 1 that I have prepared this plat from an actual on the ground survey of the land; � POSSIBLE OWNER SS •©Q � �` �',, o � I'= � o and the monuments shown hereon were found and/or placed under my personal �'f SANITARY SEWER \ \ �'` 498.0 11O r t, L, 1 supervision in accordance with the platting rules and regulations of the City of i RUTH ALEXANDER \ eTexas. MANHOLE c _. G. 1 ,. n, 6j VOL 1913, P 32 �y 2 ` a� 0 9�. . 1 p p f ". f _ o ii "+ p ` cov Sp S.L. 30 B.L. ). r 2 3 I D.R.D.CO.T. _ -- ------ - ---------------------------- B.04W 20- : - . - .. I JAMES W. BARTLETT O z -'"� \ uNL�ERGRouND o i qj Registered Professional Land Surveyor No. 1897 O. . 20 B.L. L 54'' -• "� - TELEPHONE � � 15 B• • •'• 181, �, ` `-. 20.55• �� i 17.00 - \ - .. - . i 15' B.L --- . __MARKER DERGRLA 0 ' °'' 0.76' Dc I " SANITARY SEWER Z /� D� II' --- ��'�' . . » . UNDERGROUND 1 MANHOLE HONE 00' 6, 89 25 09 1N 10.13 TELEPHONE ASPHALT LIFT STATION f \ 205.19' _ , ' TELEPHONE �', MARKER 14 „ MARKER 1 v 187 84' .100 34' _. 79.81' VAULT 5.34', 22.7 I _ 2 -7 - - - �- ss- ss- ss- ss= ss- ss- _.MATE T ss ss - ss- ssnss� ss--- ss- ' " ' Y PROPO B CK O RB h : E�+`� S 89'29>1�1 W 625.52 a : �o . INLET ❑ CONCRETE WALL SANITARY SEWER ss- ss- ss- ss - ss- ss- ss Ss- ss- Ss- SS- SS- SS- ss -ss- ss- Ss- Ss-- ss-- ss-- ss -ss- ss -ss- ss- ss- ss ss- ss- ss- ss MANHOLE _ _ ��____ _ _ _ -R�_ _ IT YAR_ _ _ _ _ _ _ _ _ _ _ -- - "PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY" SAN Y SEWER pp�� 'TAT �I1P�(�@_ _ ASPHALT ROA) _ CONCRETE _ _ i ASPIWT ROAD a _ - _ - _ _ ASPHALT ROAD MANHOLE Li��.ILii MANHOLE CON g ' POWER POLE QI LET - WATER E� .fi.-- _ �® - - CONCRETE - - AL� "RECOMMENDED FOR APPROVAL" FIRST BAPTIST CHURCH 0 OF COPPELL 1 y 1 - VOL. 9 516 7 P SANITARY , Q ~�' , G. 5885 CHAIRMAN, PLANNING AND ZONING COMMISSION DATE THE RESERVE D.R.D.Co.T. a 1 VOL.98249, PG. 2312-1 RECEIVED D.R.D.Co.,Tx. DALLAS COUNTY o VOL. 91251, PG. 5059 .�� -----�-___._._, PRELIMINARY PLAT DEC 2 0 2001 D.R.D.Co.,Tx. 498.0 - MIN. FF ELEVS. TOTAL AREA - 18.277 AC. PLANNING PAP MEET (2A FOOT ABOVE 100 YR. FLOOD ELEV.) 26 LOTS - 16.720 AC. ALEXANDER COURT STREETS - 1.557 AC. BLOCK A, LOTS 1-26 SUMMIT AT THE SPRINGS EDWARD A. CROW SURVEY ABSTRACT N0. •. VOL. 97023, PG. 3493 FLOOD - 8.624 AC. 301 D.R.D.Co.,Tx. J.W. ANDERSON SURVEY, ABSTRACT NO. 18 41-$ 18.277 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS J.H. SIMMONS SURVEY DECEMBER, 2006 ABSTRACT N 0 . 1296 SURVEYOR ENGINEER OWNER SEMPCO SURVEYING, INC. ZWINGGI ENGINEERING PLANNING,LLC MIRA` MAR PD -220 -SF -12 3208 SOUTH MAIN STREET 150 PARISH LANE, #337 6003 SUNDERLAND DRIVE FT. WORTH, TEXAS 76110 P.O. BOX 1247 COLLEYVILLE, TEXAS 76034 817_926_7876 ROANOKE, TEXAS 76262 817-329-1792 Sernpco Surveying Inc. FAX: 817-926-7878 940-390-0040 FAX: 817-329-1792 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 FAX: 817-961-0299 TEL: (817)926-7876 FAX: (817)926-7878 Copyright 2006 GPS-SURVEYW MAPPING-PLANNING-MNSULTMiTS Project No. 8371 m Z 2 tCJ.a Philp A. & Tonno J. Berebile Vol. 2004024, Pg. 6015' D.R.D.Co.,T. 2.01 Ac. I j I EDWARD A. CROW SURVEY / 'ABSTRACT NO. 301 i +00 �-� \\ `� i(��" E 76.06' E { I€ r r — \\ \\ �\ { N 11•�v+ N 83'23'09 i A A I <<1 �✓ Op IIt <1 107.48' S 88'48'12" E \ I \ t S 79',38 5 \\ 5 E S bps pp 0 s ` ` \ O 1 1351 ' 48" EY�� `,�-, \\ , I i M1. , E I 11 \\ \\ �� 3.13' 4.50' 9.09 1 ACRES w � F \ �t� ��'1.-FI�'�l1.,,1.; 1I,t` f,1 R) 56 Io <1 (395,996 SQ. %T.) to > �.��r l wi"zo VOL �1 Q0 YEAR FLOOD HAZARD AREA � o, ;6. j ACC TO THE N, kTIONAL FLOOD Z 0 , R . I ^t i \ INSURANCE PROGRAM'S I LOOD INSURANCE RATE; MAP FOR DALLAS OUNTY, TEXAS AND cls I dCORE"rORATED AREAS, MAP NUMBER 481 13CO155 J, s i I �� ,, oo E FFEC fIVE DATE: AUGUST 23, 2001 l� 186 �, N _0 �'� s�u2;s�p, 72.22' tJ 0Y rn s. b vi �' vi j S 89'27'33" E apo 3 t PROP. STORM WAT R LINE OUTFALL F l5 a n HEADWALL I 2`� s iD "'gyp n (V raj `_\v M r SO p it m OUTFALL z Z 1 '1 ICS HEADWALL e - SF Lu S p? a G80 g SANIrgR' 25' SEWER SANITARY I t�F i `\\ 4, 00, • 't lN% 'J . ' f g C g2's 'EASE�p VOL. 95203 IGEASEM�NT 2898 fi0. ....._ _ _ , D.R D.Co.j. _ 1 8 W `i _ E - T XISTING MANHOLE �' a `k moi\ FO r .. NN - — . _ 'afi u `\ RO r' �.. ti -�; `_ t'i fit lE ( It \\ f / ,.•.^ !„ ....- _' \ \ +., 1 '^.—'_'..�Ca-,`.,a.. �"I I it r \ / Aw. = r' i _,.... -._ w " ' „ ^- ..._. \ .� "`''� --• .._ -., 1 it PROP $" SDR -35 PVC SEWER LINE \ PROF' `8 S R 35.. PV SEWWLINEa { I � F o -' ,.,• ` "` ! / ' .... .._. r' , --.. _. , ,M M .. .. ... .. -.. Lir' ., ` `•- - tl 11 r4 45- - ti ` _ v V -Z ALEX T/JAI 0 C3 171�J1./.�J.Y '� p (�Afyj r ! 1t \ YR� `�� .., ,....c iw aw ./^1 '.'..' l ''a % '•.`. 7r,b •'^- � li V / t. s .. w. 1 q , FH, a --- - - _ \ �^ 10' GENERAL TELEPHONE j 'it '' `1✓ - a. e - „ " - .- . �\ ^^\ ' \ EASEMENT EP . STORM WAT\ERS, LINE i 1 • ' \VOL.0 PG ,+ �� " ,;. :. .. - , _; :.��.. '""•---._ � '"•""' \ ��;i \ � ,. Itl a 60 ( f' �,;rf m r . N I ► i. _' `' \ - _ 4a .b �, D.R D Co..T. 3561 ��I it 00 It \ � f _ .. . f.../ t - _. O, t ... - i T , ,... z "� •f � '`ii � if . It + IICea0 CQ N �t it I it Aj 82'38'09" �9 �3' S W 289.0 t \ d /€ t. Y v �d �� g i` �'tt tt N O p ib' �, 00 t j 07' i, t N a �,\ s*t a it \ f r 1.85' tt W p 0 � a. \ .,F � �' j .;� t x � i� I t iv v 1 `�� r'° �s�- c 13 � tl � u � \ nto _ — "-' i.. f PROP. PVC WATER E' PROP. PVC WATER ILINE I `tJo H u u l u \ t1ti \ / - z S 89.29' 11 " W 152.00' I :� r �'+ a N , 89'29' 11' E 150.00'.,, r I u „ t w. �,� 1 e �� 20' SEWER SANITARY I n Iii F i oj� • \ EASEMENT` u u \,+ \ VOL. 93215,: PG. 8992If it co \ , A �\ D.R.D.Co.. ' n n c9, \<� , + .. f , i • ' I , 1 q0 q• -' E N LE . ,T� cA ra"`%{'1NL ¢. >030. „�,, ^ � 4g�� ROP wSDR-35 PVC SEINER EINE ux l fid' n :t E J U F� if WATR,.._ \ p..,lia C00 j 11 r .18.50' ,"' i PROP. VE,0 Q 15146 v' $ ( i r v e t v"� +ri _ 3~ E' :: (r„ 0 w N '29'11" E 152.00' 00 S 89'29' 11 " W 150.00' , Qp, If m 1 30' B L. II ii�n il''''i _ r ! f + 4^ `Pos 30' S.L. ,`, \ , _...... i 8.04' 2 . D k' o. s.�'y•Y f, \\tt t° " a\ \1 .,,- _ ,'5 r' i $0.7615eL .\ ' V 1801.954 . \3, ' S 8 210.117.00' .00' 187,84' 142 79.81' . 4 ,7'06 222.76 205.19' S 8 , I ii S 89'29;1'1" W 625.52' CONCRETE WALL B Trf , «_ _coNCR�Twa>EXIST. 16" WATER LINE EXIST, i6" WATER LINE TIE PROP. PVC WATER LINE TO EXISTI G 16" WATER LINE IIRST BAPTIST CHURCH OF COPPED. I j T E PROP. 6 PVC WATER LINE I I T9 EXISTING 16" WATER LINE VOL, 95167, P& 5885 I i C)`�' I 31 � I D.R.D.Co.T, / I 'i• t r LofZ 1 1 UTILITY s' ;t.e'.. z % }f N RECEIVED DEC 2 0 2006 PLANNING DEPARTMENT Ill ill 7111111111 111111 liq 1111111 pil �rd us] X m LL. .� 04 0) (0 C C M 0) .ccuNM W fl ti N M (0 M N z c cu r..or t4 N J F— s m 6 e CL o C N toQ (0 O V) � Q} Q �U o w — U QUa o, 4 mi L >1111111111 I H - w SEAL +}� ��,�� of �� sem' •............. Z1YINGGI ................. ..........� � ,8�4868,+• . � ++ 8 =41 014AI it d JOB NO.. XX—XXX DRAWN BY: KZ DATE: DEC. 2006 SCALE: AS SHOWN SHEET 01 OF 01 NOTE: FIELD VERIFY FINAL LOCATIONS OF SCREEN WALL, ENTRY FEATUREA ND PLANTING MATERIAL TO ENSURE PROTECTION OF DESIGNATED EXISTING TREES TO REMAIN. V WIDE, S' -S" HEIGHT LIMESTONE COLUMN AND CAP BUMP -OUTS TYPICAL 12xI2 PRECAST WITH SANDBLAST LOGO, BLACK FILL S' HEIGHT LIMESTONE WALLS WITH 4" STONE CAP, TYPICAL SAMPLE COLOR FOR OWNER APPROVAL 1/4!1 = 1'-0" NOTE: FIELD VERIFY FINAL LOCATIONS OF SCREEN WALL, ENTRY FEATUREA ND PLANTING MATERIAL TO ENSURE PROTECTION j OF DESIGNATED EXISTING TREES TO REMAIN. 12x12 PRECAST WITH SANDBLAST LOGO, BLACK FILL—\ S' -S" HEIGHT LIMESTONE 4' CORNER COLUMN AND CAP BUMP -OUTS 12' 5°x2411 ROOF FINIAL SLATE TILE SHINGLES t' ENTRY TOWER WITH STUCCO FINISH 16' WALL MOUNTED GAS TORCHIERE IN MATTE BLACK , W -LIMESTONE COLOR TO.�5LOCK, - CUSTOM WROUGHT IRON SCREEN MOUNTED TO ENTRY TOWER, MATTE BLACK ----CUSTOM WROUGHT IRON SCREEN MOUNTED TO SCREEN WALL WITH GAS LIGHTING TORCHIERE WITH HANGING 15RACKETS, MATTE BLACK PRE -CAST CONCRETE WITH SMOOTH FINISH WITH 12" PIN MOUNTED BLACK METAL LETTERING. FONT: CHASE GALLAS SH 3' WIDE, S' -S" HEIGHT LIMESTONE COLUMN AND CAP BUMP -OUTS 4--f - A f NOTE: FIELD VERIFY FINAL LOCATIONS OF SCREEN WALL, ENTRY FEATUREA ND PLANTING MATERIAL 70 ENSURE PROTECTION OF DESIGNATED EXISTING TREES 70 REMAIN. CAP, TYPICAL SAMPLE COLOR FOR OWNER APPROVAL TYP_.___LAND8CAPE AT SCREENWALL - ELEVATION 1/4!1 = 1'-011 5tLx"m(&V (0- "at BLOCK A, LOTS 1-26 Screen Wall and Entry Feature Concept Elevations i i � • 1 r • . -LEGEND ~- I.Pl IRON PIN FOUND upS _J -4- CII -- [J ' Z <O IRON PIN SET W0 h� | SANITARY SEWER M.H. 0 104- SS CLEANOUT J3 S WATER METER � WATER VALVE nELECTRIC nn*wyn2mmEn f E-1 ELECTRIC RISER (i] SANITARY SEWER MANHOLE TELEPHONE RISER fn FIBER op77C SIGN ED GAS METER nV CABLE n'RISER � SIGN POST FIRE HYDRANT 0 POKER POLE � LIGHT POLE ---� � 6uv WIRE -E---E--- oms*aEAu ELECTRIC -T---T--' uvsn*cxo COMM. --0�-W-- WATER LINE --SS---SS- axenonroswen LINE -p-01nJAI.- \ � � ^ ^^ f � \ - � � C0UNTRY ESTATES VOL. 921A8, P/�_ 3639 EDUARD A. CROW SURVEY ABSTRACT NO. 301 GRAND COVE ESTATES VOL. ��U�� P�� A --- - ��--` ' ~' '~~~ � | D_R_D_/`O_,Tx.ZONED-SF-12 I ! � \ | XA \ ) ~ \� ~d , GRAPEVINE CREEK .15 ' ~� i [\_�7.[l_/`D_,T\/. �� --- = --~ Acres ' \ i I Squarer 43,425 ' Area � 1lU7 Acres � B0,51BP 48 \ <D10'\ 10.60'\ or 44,284 Square Feet b � 8.624 �� m ^ ^ /�� 7� ��Kl �� \ \~''~"o~'= ~~=«^/ " `~� Area = 0.992 Acres or 43,223 Square Feet � VICINITY MAP 70, /'JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO ADOD/lV/WAT�:' 1ti yr D r|rill W&7 Pn Pl[7 A _' /, r ^ /nC14 Orr ki0t�, IN 125-62' | | X -X- FENCE Area = 0.823 Acres 21 INSURANCE PROGRAM'S I LOOD INSURANCE z or 35,841 Square Feet 6 ll RATE MAP FOR DALLAS (OUNTY, TEXAS AND RU-NED-COMMERICALI Ln Ol VCORPORATED AREAS, MAP NUMBER 48113CO155 J, FFECTIVE DATE: AUGIIST 23, 2001 761 BLOC A b ZO or 38,493 Square Feet cq 72.22' oi Area 0.962 Acres 12 S 89*27'33" E or 41,907 Square Feet SANITARY SEWER 13 MANHOLE 14 00 W 15 P CO Area 0.791 Acres 0) 16 10 or 34,447 Square Feet 0 Area 1.018 Acres 0, or 44,342 Square Feet 110 0, - 17 Area 0.893 Acres 680 S"WITAIII 25' SEWER SANITARY PG 92 /0� V 9 '00. -Co VOL. 95203, PG. 2898 tK- 1 8 Area 1.812 Acres CO MERICAL'I IZONED CO or 78,926 Square Feet 38.00' Z ING-SIF-1 2 or 33,377 Square Feet SANITARY SEWER SANITARY SEWER EASEMENT MANHOLE TO BE ABANDONED BY FINAL PLAT 1493.0 30, IN 16 LLJ eet 1493. 22,775 11 65 19.10, Ai 01 53.47' 8 TA T AL.F) 0.379 A R 950 W. COURT m (D c- � [L F- ' Ld. u CO `� O N ' QL -� 0�� ASPHALT ROAD _J -4- CII -- [J ' Z <O Li [L �� ] N h� | |- E WATER 104- _j aPH&T SS_�ss_ | N 8758 54 87t8'54- IN 26. 41 0.338 Acres 0: Area "'Area 0.324 Acres CA Vif A\ Al 3 24 19 Z09.00 Ix 0 or 14,70.8 Square Feet 1527 F 131 .8 IQ 044 Acres T4 - or 14,988, -Square Feet '4 82707 BB z 5- 4 1 SEWER SANITARY ��.53' EASEMENT TELEPHONE 0 ��.53 2 ANHOLE Area 0.749 Acres or 14,371 Square Feet Area 0.290 Acres V 1 93215, PG. 8992 or 32,618 Square Feet If or 12.651 Square Feet M S or 12,857 Square Feet .0, MMHOLE I., %,o 20 2-5 1101*�' 2 C) 7 --j 18.50' Ln CID OWNERSHIP IN 46 N 89"1 E 152.00' 00 Are, 0.385\Acres 1546' r ee 05 QUESTION z or 16,790 Square F t Area . .0 JK or 13,228 Square Feet POSSIBLE OWNER 5 SANITARY SEWER Area =.,O368 Acres .,7 MANHOLE Area 0.436 Acres LO 0 6 ; n 21 0.393 A 0 Area 0.373 Acres - Area cres .0 D.R.D.Co.T. "or 17,118 Square'Feet or 16,269 Square Feet UNDERGROUND B.L. 181.54!- 20. EII 17.00" 'SANITARY SEWER TELEPHONE MARKER TELEPHONE MARKER WWWAwl MANHOLE VAULT-. '06 22.76 OSED BACK OF CURB s 84!57 r.Z 205.19' B. GRATE _____._____�_____ C011 BRIDGE T ROAD / THE RESERVE / VOL.98249, p(� �� '--'-~� ' ` ~' �� / D/\U�� COUNTY D_A_D_v_ / DALLAS ~~�'`' ' D. D. Co.,- �'� ' VOL.�1�/�1 P/� ��(l'�q PD 108R25 SF -9]/ ,~�.^_�., . .' �~~~ / D_R_D_CO_,Tx. 0 ' | \ZONED -PD 108 ~� �-- - - ---' - - --1 � - �|N_ �� | �V�_ -' ' � --- ' - S~.�.M|T AT THE SPRINGS | / 2.0 FOOT ABOVE 100 YR. FLOOD Eli | | �� ( VOL.7F\�� /� ��Q� | 0-~ ' `~�"' "~-~` ' "` " '^" / . . D^R,O'/`o^,Tv, J.H.ZONED-PD 108R =SF -9 SIMMONS u||��|/v||v|��/�`� ABSTRACT hJ/� 1296 | � �7 �__ Y_' ^L.�^�� t'}f� 1(�0��#~ ��Psi ^^~ _ SURVEYOR PCOSURVEY 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 Original Scale : 1" == 60 0 30 60 120 phic Scole in Feet LEGAL DESCRIPTION BEING 18.277 acres of land |nnotod in the EDWARD A. CROW 8URVEY, Abstract No. 3U1.and the J.W.ANDERSON SURVEY, Abstract No. 18.CoppaU. Dallas County, Texas, and being aportion ofthe Tract ofland conveyed tnRuth Alexander, Trustee for the Alexander Investment Trust, bythe deed recorded in Volume 75121, Page 2290 of the Deed Records of Dallas County, Texas. Said 18.277 mcnoe of land being more particularly described by metes and bounds as follows: BEGINNING at a point at the Southeast corner of said Alexander Tract, said Point ofBeginning being the end point ofocorner clip hnoabad in the North right- of-way line of Bethel Rood (o 07.5 foot right-of-way at this point); THENCE along the South boundary line of said 18.277 aona tract and the said North right-of-way line Bethel Road as follows; South 80degrees 25minutes 0Sseconds -210]8faettoapoint; South 84 degrees 57 minutes 06 seconds -2227H feet to n point; South 89 dognaoo 29 minutes 11 seconds - 626.52 ha*t to the centerline, of Grapevine Creek; THENCE along the said centerline of Grapevine Creak as follows; North 38degrees 24minutes 45n000ndaVVeat-89.OUfeettoapoint; North45degrees 53minuh*o1Oseconds West -44.U0feet boepoint; Nortb29degrees 21 minuhew34seconds West -88J3feet t*apoint; Nnrth48daQneea47minubas30seconds VVest -1OS.00feet toapoint; ' North 25degrees 19minutes 52seconds VVest -130.5Ufeet bompoint; North 08 degrees 59 minutes 45 seconds Eaot- 38.00 feet to a point; North 37degrees 46minutes 35seconds East -O4.00feet hompoint; North 81 degrees 58 minuten2Hseconds Eaat- 111.02 feet to m point; Nnrth 72 degrees 13 minutes 49 seconds East -03J5 feottn o point; South 89 degrees 27 minutes 33 seconds East- 72.22feethn a point; North 50 degrees 47 minuhoa45 seconds East -93.O8 feet to a point; North 58 dagooaa 33 minutea27 seconds East -D9.5O feet to a point; North 8Odegrees 5Bminutes 4Oseconds East -133.O3feet toapoint; North 5#degrees 24 minutes 39 seconds East -75.00feet to a point; ^` Nodb47degrees 25Tin |nutoo38seconds East -7O.0Ofeet humpoint; North 71 degrees 5Ominuh*n41 seconds East -34.00feet hnopoint; North 05degrees 23 minutes DSseconds East -78.06feet to o point; South 88 degrees 48 minutes 12 seconds Eost- 107.48feet bo o point South 79degrees 39minutes 55seconds East -03.87feet toopoint; South 8Udegrees 51 minubao50seconds East -47.UUfeet buopoint; South 38 degrees 10Tin inuhas2Tseconds East - 142.40feet hoa point; South 47 degrees 42 minutes 51 seconds Eaot- 182.58 feet to a point; South 80 degrees 25 minutes 02 seconds Eaot- 6217 feet to the West hght-of- vveyline ofDenton Tap Road (o 120foot wide right-of-vayatthis point); THENCE along the West right-of-way line of said Denton Top Rood as follows: South OO dngnaoo 10 minutes 59 seconds Eaat- 217.01 feet along a line 00 foot VVoot of and parallel to the centerline of said Denton Tap Road, to o point; South 07 degrees 23 minutes 12 seconds Eaat- 100J2 feet to a pnint, said point being 50.00 feet from the oonUadina of said Denton Top Road; South O0degrees 38minutes 02seconds East -100]4feet along aline 5Dfeet VV*at of and panoUo| to the centerline of said Denton Tap Roed, to a point, said point begin the beginning of corner clip; South 44 degrees 26 minutes 21 seconds VVeet- 35.28 feet along said corner clip tothe POINT OF BEGINNING, containing 18.277 ocrna(796.130 square feet) of land. SURVEYOR CERTIFICATE 1,James VV Surveyor, � that | have prepared this plat from an actual on the ground survey of the land; ` and the monuments shown hereon were found and/or placed under mypersonal supervision in accordance with the platting mheu and regulations of the City of CvppeU.Toxoo. JAMES xv.oAaTLETT Registered Professional Land Surveyor No. 1e97 ENGINEER OWNER ZVVNGG| ENG|NEGR| NNNQ,LLC M|RA MAR 150 PARISH LANE, #337 6003 SUNDERLAND DRIVE P.O' BOX 1247 COLLEYV|LLE, TEXAS 76834 RON KE TEXAS 76262 817-329-1792 940-390-0040 F4%: 817-329-0208 FAX: 817-961-0289 RECEIVED SITE PLAN DEC 2 0^O06 ALEXANDER COURT PLANNING DEPARTMENT BLOCK A, LOTS 1-26 ��t�� A. �~�� c�0��/�� T��~T �� M1 � � , , ,` . ` = ,` ~ CROW ` ~~ , , � � ^ ` , � . ' ABSTRACT � . " ^�� , ^ ` ~, ~ � = . J.W.�J��hJ ��U�� `T �� 1 � �,,^�..=`-,^.~~~.. SURVEY , ��=.~^`^��~~. ^.~^. .^^ � � �� /~�� M� LAND ,~,,�,, ,��.^�� . �~|T�/ �� ~�� | DALLAS y~��U�JT�/ T�� CITY . =, ~^~,. , ^_"_._, COUNTY, ` ' . ^-^`,`~� DECEMBER, 2006 U n ASPHALT ROAD X ASPHALT ROAD MANHOLE POWER POLE LET LETL '0 E WATER 104- S CONCRETE FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 SANITARY SEWER MANHOLE ' | \ZONED -PD 108 ~� �-- - - ---' - - --1 � - �|N_ �� | �V�_ -' ' � --- ' - S~.�.M|T AT THE SPRINGS | / 2.0 FOOT ABOVE 100 YR. FLOOD Eli | | �� ( VOL.7F\�� /� ��Q� | 0-~ ' `~�"' "~-~` ' "` " '^" / . . D^R,O'/`o^,Tv, J.H.ZONED-PD 108R =SF -9 SIMMONS u||��|/v||v|��/�`� ABSTRACT hJ/� 1296 | � �7 �__ Y_' ^L.�^�� t'}f� 1(�0��#~ ��Psi ^^~ _ SURVEYOR PCOSURVEY 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 Original Scale : 1" == 60 0 30 60 120 phic Scole in Feet LEGAL DESCRIPTION BEING 18.277 acres of land |nnotod in the EDWARD A. CROW 8URVEY, Abstract No. 3U1.and the J.W.ANDERSON SURVEY, Abstract No. 18.CoppaU. Dallas County, Texas, and being aportion ofthe Tract ofland conveyed tnRuth Alexander, Trustee for the Alexander Investment Trust, bythe deed recorded in Volume 75121, Page 2290 of the Deed Records of Dallas County, Texas. Said 18.277 mcnoe of land being more particularly described by metes and bounds as follows: BEGINNING at a point at the Southeast corner of said Alexander Tract, said Point ofBeginning being the end point ofocorner clip hnoabad in the North right- of-way line of Bethel Rood (o 07.5 foot right-of-way at this point); THENCE along the South boundary line of said 18.277 aona tract and the said North right-of-way line Bethel Road as follows; South 80degrees 25minutes 0Sseconds -210]8faettoapoint; South 84 degrees 57 minutes 06 seconds -2227H feet to n point; South 89 dognaoo 29 minutes 11 seconds - 626.52 ha*t to the centerline, of Grapevine Creek; THENCE along the said centerline of Grapevine Creak as follows; North 38degrees 24minutes 45n000ndaVVeat-89.OUfeettoapoint; North45degrees 53minuh*o1Oseconds West -44.U0feet boepoint; Nortb29degrees 21 minuhew34seconds West -88J3feet t*apoint; Nnrth48daQneea47minubas30seconds VVest -1OS.00feet toapoint; ' North 25degrees 19minutes 52seconds VVest -130.5Ufeet bompoint; North 08 degrees 59 minutes 45 seconds Eaot- 38.00 feet to a point; North 37degrees 46minutes 35seconds East -O4.00feet hompoint; North 81 degrees 58 minuten2Hseconds Eaat- 111.02 feet to m point; Nnrth 72 degrees 13 minutes 49 seconds East -03J5 feottn o point; South 89 degrees 27 minutes 33 seconds East- 72.22feethn a point; North 50 degrees 47 minuhoa45 seconds East -93.O8 feet to a point; North 58 dagooaa 33 minutea27 seconds East -D9.5O feet to a point; North 8Odegrees 5Bminutes 4Oseconds East -133.O3feet toapoint; North 5#degrees 24 minutes 39 seconds East -75.00feet to a point; ^` Nodb47degrees 25Tin |nutoo38seconds East -7O.0Ofeet humpoint; North 71 degrees 5Ominuh*n41 seconds East -34.00feet hnopoint; North 05degrees 23 minutes DSseconds East -78.06feet to o point; South 88 degrees 48 minutes 12 seconds Eost- 107.48feet bo o point South 79degrees 39minutes 55seconds East -03.87feet toopoint; South 8Udegrees 51 minubao50seconds East -47.UUfeet buopoint; South 38 degrees 10Tin inuhas2Tseconds East - 142.40feet hoa point; South 47 degrees 42 minutes 51 seconds Eaot- 182.58 feet to a point; South 80 degrees 25 minutes 02 seconds Eaot- 6217 feet to the West hght-of- vveyline ofDenton Tap Road (o 120foot wide right-of-vayatthis point); THENCE along the West right-of-way line of said Denton Top Rood as follows: South OO dngnaoo 10 minutes 59 seconds Eaat- 217.01 feet along a line 00 foot VVoot of and parallel to the centerline of said Denton Tap Road, to o point; South 07 degrees 23 minutes 12 seconds Eaat- 100J2 feet to a pnint, said point being 50.00 feet from the oonUadina of said Denton Top Road; South O0degrees 38minutes 02seconds East -100]4feet along aline 5Dfeet VV*at of and panoUo| to the centerline of said Denton Tap Roed, to a point, said point begin the beginning of corner clip; South 44 degrees 26 minutes 21 seconds VVeet- 35.28 feet along said corner clip tothe POINT OF BEGINNING, containing 18.277 ocrna(796.130 square feet) of land. SURVEYOR CERTIFICATE 1,James VV Surveyor, � that | have prepared this plat from an actual on the ground survey of the land; ` and the monuments shown hereon were found and/or placed under mypersonal supervision in accordance with the platting mheu and regulations of the City of CvppeU.Toxoo. JAMES xv.oAaTLETT Registered Professional Land Surveyor No. 1e97 ENGINEER OWNER ZVVNGG| ENG|NEGR| NNNQ,LLC M|RA MAR 150 PARISH LANE, #337 6003 SUNDERLAND DRIVE P.O' BOX 1247 COLLEYV|LLE, TEXAS 76834 RON KE TEXAS 76262 817-329-1792 940-390-0040 F4%: 817-329-0208 FAX: 817-961-0289 RECEIVED SITE PLAN DEC 2 0^O06 ALEXANDER COURT PLANNING DEPARTMENT BLOCK A, LOTS 1-26 ��t�� A. �~�� c�0��/�� T��~T �� M1 � � , , ,` . ` = ,` ~ CROW ` ~~ , , � � ^ ` , � . ' ABSTRACT � . " ^�� , ^ ` ~, ~ � = . J.W.�J��hJ ��U�� `T �� 1 � �,,^�..=`-,^.~~~.. SURVEY , ��=.~^`^��~~. ^.~^. .^^ � � �� /~�� M� LAND ,~,,�,, ,��.^�� . �~|T�/ �� ~�� | DALLAS y~��U�JT�/ T�� CITY . =, ~^~,. , ^_"_._, COUNTY, ` ' . ^-^`,`~� DECEMBER, 2006 U n OWNERSHIP IN QUESTION POSSIBLE O%VNIER RUTH ALI'--XANDER VOL, 1913, PG 132 , R, . T ASPHALT THE RESERVE g r 3 nfmmymff`W SPECIES TOTAL TRUNKS TOTAL CAL. INCH PROTECTED TREES TO BE RE" LOVED: 5=5016 D'ARG 3 21 NO 5=5016 D'ARC 8 I YES C = CEDAR 19 192 YES C8 = CHINA3ERRY Gross Retribution 54 YES CH = CHITTENW00D 2 20 YES E = ELM 2-1 234 YES H = HAGHBERRY 1 45 NO L=LOCU6T I 7 YES M= MESQUITE I 7 NO M= MESQUITE 2 20 YES P= PECAN 26 329 YE6 PO=POST OAK 10 120 YES RO= RED OAK 3 2S YES TOTAL CALIPER INCHES TO MITIGATE = 1095 Determination in Inches: INCHES (D5H) of TREE REMOVED 1095 inches (D5H) TIMES (x) 1 inch x 1" equals (=) 1095 inches (D5H) GROSS RETRIBUTION in INCHES (D5H) 1095 inches (D5H) Determination in Dollars: GROSS RETRIBUTION in INCHES (DISH) 1095 inches (DBI -I) TIMES (x) $100.00 x $100.00 equals (=) $109,500.00 GROSS RETRIeUTION In DOLLARS *1013,500.00 95167, 1x'"x,6^ , 5885 ESTATE DEFINED IN DEED TO VOL. 51.r-,",PG REFER TO CIVIL FOR REMOVAL OF DEAD TREES AND STUMPS WITHIN AREA OF LOT, UTILITY, AND ROADWAY CONSTRUCTION, REMOVE DEAD LIMBS OVER PROPOSED ROADWAY AREA TO PROVIDE MINIMUM OF I' CLEARANCE. PRUNE TREES WITHIN PROPOSED ROADWAY, SCREENWALL AND ENTRY FEATURES TO REDUCE STRESS ON TREE. DO NOT REMOVE MORE THAN 20% OF THE CANOPY. TREE PROTECTION & REMOVAL TRE PROTECTION MUST OCCUR PRIOR TO SITEWORK CONSTRUCTION. i EE FLAGGING ALL PROTECTED TREES MUST BE FLAGGED WITH COLORED VINYL TAPE WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF AT LEAST FOUR FEET SO AS TO BE VISIBLE TO WORKERS ON FOOT OR DRIVING EQUIPMENT AS PER CITY OF COPPELL ORDINANCE. ROOT PRUNE ALL TREES WITHIN 15' OF NEW CONSTRUCTION. USE AN IRRIGATION TRENCHER SET AT 18" DEPTH TO TRENCH ACROSS THE ROOT AREA PARALLEL TO THE EXTENT OF THE SIDEWALKS. MAINTAIN 6' CLEAR MIN. FROM TREE. PROTECTIVE FENCING A PROTECTED TREE (DESIGNATED "TO REMAIN" ON THE PLAN) MUST HAVE E -I PROTECTIVE FENCING WHICH COMPLETELY ENCLOSES THE DRIP LINE OF THE TREE minus (-) UNTIL CONSTRUCTION IS COMPLETED AS PER CITY OF COPPELL ORDINANCE. PRESERVATION CREDIT: DURING CONSTRUCTION, NO EXCESS SOIL, ADDITIONAL FILL, EQUIPMENT, LIQUIDS, W OR CONSTRUCTION DEBRIS MAY BE PLACED INSIDE THE PROTECTIVE BARRIER, divided by NOR MAY ANY SOIL BE REMOVED FROM WITHIN THE BARRIER. CONTRACTOR 15 TO Tota I Trees on Site PROVIDE TEMPORARY, CONTINUOUS FENCING AT THE DRIP LINE, MIN. HEIGHT 4 equals (=) FEET. FENCING MATERIAL - REFER TO APPENDIX IN THE CITY OF COPPELL Preservation Percentage ORDINANCE FOR SAMPLE PROTECTION FENCING OPTIONS. GROSS RETRIBUTION 1095 inches (D5H) minus (-) PRESERVATION CREDIT: Trees Preserved on Site (TSD) inches (D5H) divided by Tota I Trees on Site (TSD) inches (051-1) equals (=) Preservation Percentage (TSD) 5o times (x) Gross Retribution 1095 inches (D5H) equa Is PRESERVATION CREDIT -C ) inches (D5-1) minus (-) LANDSCAPING CREDIT -( ) inches (D5H) equals (=) NET RETRIBUTION C) inches (DSI-!) times (? ) $100.00 x $100.00 equals(=) ( ) NET RETRIBUTION IN DOLLARS $ ( ) ENGINEER: ZWINGGI ENGINEERING/FLANNING,LLC 150 PARISH LANE, 0331 P.O. SOX 1241 ROANOKE, TEXAS 16262 940-390-0040 FAX: 811-961-0299 SURVEYOR: SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 16110 811-926-1alro FAX: 817-926-1878 OWNER: MIRA MAR 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 16034 817-325-1792 PRELIMINARY PLAT 5LOCK A, ,LOT& 1-2ro EE)WARD A. CROW 6URVEY, A56TRACT NO. 301 J.W. ANDERSON 6URVEY, A55TRACT NO. 18 18.211 ACRES OF LAND CITE'" OF COPPELL, DALLAS COUNTY, TEXAS ot"an&v 1-k "At BLOCK A, LOTS 1-26 RECEIVED Tree Removal Plan DEC 2 0 2006 DEPARTMENTPLANNING NM ASPHALT S COUNTRY ESTATES VOL. 92188, PG. 3639 D.R.D.Co.,Tx. EDWARD A. CROW SURVEY ABSTRACT NO. 301 9 10 2g' 9 I 11"IbOp Ole 110 N 87-03'53" E 192-64' .............. � — — ...m --- �I. � — GRAPEVINE CREEK I'll— PROPOSED "-15' DRAINAGE EASEM,ENT.__ '1� GRAND COVE ESTATES VOL. 94190, PG. 4358 11 D.R.D.Co.,Tx. S 09 66' b). 11 1 ��7'49)AA E' <<1PROPOSED STORM LINE 12 Ar 48.29' 1< N 74*07'14" E wo. 'Now wommo JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO J.W. THWEATT VOL. 515, PG. 76 D.R.D.Co.T. 48 13 S 80°48 27 E BLOCK A '7 15 %'6) SANITARY SEWER 17 LIMIT OF 100 YEAR FLOOD PLAN, MANHOLE 16 A\ BASED ON FLOOD STUDY NATHAN MAIER ENGINEERS RS is 19 14 \0 SEWER & EA$.EME OWN%* EXISTING 12"S 000" 000,00 ]WNW= TO I3E-XBANDQNE17-D 25' SEWER 1-- 7 SANITARY� 13 EASEMENT A- VOL 95203.1 PG. 2898 . . . . . . . . 91 D.R.D.Co.j. 000.1 Ck� V, `9--*r-wEf? 12 OR_ 686- -`1 "1" ,q ARY 21 -D.0 SANITARY SEWER EAS 24E *100, ITO BE ABANDONED Y THIS S =PL AT. PROPOSED 8" PVC FIRE NT SDR -35 YDRA It - I--,' I -'Z - - __ __ SANITARY SEWER LIN (N In 4'� 1--- 6 - " 7, o w rnvrv.>LU 0 SDR -35 rv%o r_` I Zz. SANITARY SEWER '� `�-- ft-- 0 CD '.40 7 'Ar_ I "I " ___1 [PROPOS 21 SS V/ 3 1[ �0' N, 0 > Original Scale : I " = 50 25 50 190 W9 1 Graphic Scale in Feet TELEPHONE MANHOLE LOCK N, 0.725 AC, 28 (SURVEYED) 2 AP 4 IN, 50.0, 7 IPROPOSED 8 SDR -3 PVC C� IZIANITARY SEWER D 8" PFVF� W CONNE T ED WATERI ,n PR( POSE �TER UNE TO rYI 1 P WATER NO 'j PROPOSED RPGLo1P6_/ 20' UTILITY EA512MEN 9 25 24kix 00 / C6 IRA MAR DEV. CORP. Q 4b, N, CP 8 L6CK A�\ DOC. 200600465952 BL T. 0 D.R.D.Co.,Tx. If \20' SAN. SEW. ESM 1 2 \SANI RY SEWER/ v6L 93215, PG. 899 7'� cn ANHOLE \P.R.D.Co.,T. IC 'P OSED 8" PVC WATER UN 1_10N 29 TNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 R2�4 UtDM14 D.R.D.Co.j. A MARKERFIRE H D N END PLUG, 8" WATER LINE, `7 10 If TELEPVAUHONE O.'00'k LT -2E Co �26X C7 —1 '; a ''I - � ' 89, . ' " 1- 22.76 �u STATION ix 1� 3V 7'POSED .BACK OF CURBk 200.58' ExI3 O.W. r ,/' 1_1_� - \ zi 0 top S 99*2�'28�p W 0. AT ss ss— DERGROUNQ rinq�_ ss— S ss— ss— ss— ss— ss—;7-- -I—,' S ZW29 1 628.32' /"PROPOSED BACK TELEPHONE 3E J,-_ ss— ss— ss— ss— SS>_ ss...d�' 1� IIARKrR J S—S_ ss— ---z SS ss— 9=k— ss—'SS SS 7 _Ss_w— -IL — ss-'�- SS SS— SS— CONCRETE WALL ss-;� SS ss— ss— ss— ss-;� Z :___2mTARY SEWER Z_ N�s - — —q" - CONCRETE BRIDGE —iVING 24- S E_W_E_R —L —IN -E ASPHALT ROAD MANHOLE (o ASPHALT ROAD _,,'�SANITARY SEWER ASPHALT ROAD Cr0� 1 BETHEL ROAD U-) CONCRETE WALL MANHOLE EXISTING IV WATER LINE —E— POWER POLE CONNECT PROPOSED 8" SEWER UNE Z FIRST BAPTIST CHURCH OF COPPELL 0 - TO EXISTING 24" SEWER LINE 0 0 z CONNECT PROPOSED 8" WATER LINE VOL. 95167, PC. 5885 TO EXISTING 16" WATER UNE Rt EXISTING 16" WATER LINE 44 EXISTING16" D.R.D.Co.T. 0.147 ACRE RIGHT—OF—WAY SUMMIT AT THE SPRINGS DEDICATION PER THIS PLAT VOL. 97023, PG. 3493 DALLAS COUNTY D.R.D.Co.,Tx. VOL. 91251, PG. 5059 q1t THE RESERVE VOL.98249, PC. 23 D.R.D.Co.,Tx. J.H. SIMMONS SURVEY 5 ABSTRACT NO. 1296 D.R.D.Co.,Tx. f SANITARY SEWER MANHOLE PRELIMINARY - NOT FOR CONSTRUCTION 0 rmw P. U. D. SEWER 1 I.P.F. LE. ICY 0 WATER RSCS&Eo 4 ! 2007 P ANA,DNIG BLOCK A, LOTS 1-29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 U T11- / T 1v 11 -DLI- A N ALEXANDER COURT 18. 506 A CRSS CITY OF COPPELL, DALLAS COUNTY, TEXAS TIM BENNE17 ENGINEERING timbennett3@verizon.net 203 JACKSON STREET WYLIE TEXAS -_ (972)-429-3993 Date: Scale: Desi n: Drawn: roject J. Sheet APRIL #: Date: 2007 H:1 "=50' TWQ EKK 1 407001 1 3 OF 11 LEGEND - I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE FIRE HYDRANT POWER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE . .... , PROPOSED SANITARY SEWER LINE Original Scale : I " = 50 25 50 190 W9 1 Graphic Scale in Feet TELEPHONE MANHOLE LOCK N, 0.725 AC, 28 (SURVEYED) 2 AP 4 IN, 50.0, 7 IPROPOSED 8 SDR -3 PVC C� IZIANITARY SEWER D 8" PFVF� W CONNE T ED WATERI ,n PR( POSE �TER UNE TO rYI 1 P WATER NO 'j PROPOSED RPGLo1P6_/ 20' UTILITY EA512MEN 9 25 24kix 00 / C6 IRA MAR DEV. CORP. Q 4b, N, CP 8 L6CK A�\ DOC. 200600465952 BL T. 0 D.R.D.Co.,Tx. If \20' SAN. SEW. ESM 1 2 \SANI RY SEWER/ v6L 93215, PG. 899 7'� cn ANHOLE \P.R.D.Co.,T. IC 'P OSED 8" PVC WATER UN 1_10N 29 TNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 R2�4 UtDM14 D.R.D.Co.j. A MARKERFIRE H D N END PLUG, 8" WATER LINE, `7 10 If TELEPVAUHONE O.'00'k LT -2E Co �26X C7 —1 '; a ''I - � ' 89, . ' " 1- 22.76 �u STATION ix 1� 3V 7'POSED .BACK OF CURBk 200.58' ExI3 O.W. r ,/' 1_1_� - \ zi 0 top S 99*2�'28�p W 0. AT ss ss— DERGROUNQ rinq�_ ss— S ss— ss— ss— ss— ss—;7-- -I—,' S ZW29 1 628.32' /"PROPOSED BACK TELEPHONE 3E J,-_ ss— ss— ss— ss— SS>_ ss...d�' 1� IIARKrR J S—S_ ss— ---z SS ss— 9=k— ss—'SS SS 7 _Ss_w— -IL — ss-'�- SS SS— SS— CONCRETE WALL ss-;� SS ss— ss— ss— ss-;� Z :___2mTARY SEWER Z_ N�s - — —q" - CONCRETE BRIDGE —iVING 24- S E_W_E_R —L —IN -E ASPHALT ROAD MANHOLE (o ASPHALT ROAD _,,'�SANITARY SEWER ASPHALT ROAD Cr0� 1 BETHEL ROAD U-) CONCRETE WALL MANHOLE EXISTING IV WATER LINE —E— POWER POLE CONNECT PROPOSED 8" SEWER UNE Z FIRST BAPTIST CHURCH OF COPPELL 0 - TO EXISTING 24" SEWER LINE 0 0 z CONNECT PROPOSED 8" WATER LINE VOL. 95167, PC. 5885 TO EXISTING 16" WATER UNE Rt EXISTING 16" WATER LINE 44 EXISTING16" D.R.D.Co.T. 0.147 ACRE RIGHT—OF—WAY SUMMIT AT THE SPRINGS DEDICATION PER THIS PLAT VOL. 97023, PG. 3493 DALLAS COUNTY D.R.D.Co.,Tx. VOL. 91251, PG. 5059 q1t THE RESERVE VOL.98249, PC. 23 D.R.D.Co.,Tx. J.H. SIMMONS SURVEY 5 ABSTRACT NO. 1296 D.R.D.Co.,Tx. f SANITARY SEWER MANHOLE PRELIMINARY - NOT FOR CONSTRUCTION 0 rmw P. U. D. SEWER 1 I.P.F. LE. ICY 0 WATER RSCS&Eo 4 ! 2007 P ANA,DNIG BLOCK A, LOTS 1-29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 U T11- / T 1v 11 -DLI- A N ALEXANDER COURT 18. 506 A CRSS CITY OF COPPELL, DALLAS COUNTY, TEXAS TIM BENNE17 ENGINEERING timbennett3@verizon.net 203 JACKSON STREET WYLIE TEXAS -_ (972)-429-3993 Date: Scale: Desi n: Drawn: roject J. Sheet APRIL #: Date: 2007 H:1 "=50' TWQ EKK 1 407001 1 3 OF 11 LEGEND CENTERLINE CURVE DATA Uj > I•P•F IRON PIN FOUND CUR DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD - 00 /� s CV 128'42'21' 128' 32,75' 64.13' N 44'57'49"E 63,43' EDWARD A. CROW SURVEY PLANT TION IRON PIN SET VAN CV9"p6'07" 50' 22.84' 42.85' N 55",5'43"E 41.5' n SPANIS MOSS BOBBER SANITARY SEWER M.H. CV �} 1'31'02" 150' 15.13' 25.36' N 85'28'18"E 30.10' ABSTRACT N O . 3 0 1 Original Scale 1 " _ 60 KAYE o fo 6D ,yrp ? O SS CLEANOUT CV 417'41'20" 200' 61,75' 61.75' N 82'23'09"E 81.50' COOPER OAK 0 CV 418'07'58 225' 35.50' 71.20' N 82'57'49"E 70.91' z Graphic Stole m feet WATER ME7ER COZBY BROOK GV 12'15'36" 375' 40.28' 80.24' N 04`06'42"W 80.69' GRAND N (,� WATER VALVE: ND COV CV >16'50'51- 275 40,73 80.86' N 01'49'05"W 80.57' E ESTATES BROOKS VOL. 941 90 PG. 4358 p q LEGAL DESCRIPTION Cl Lij � ► � ELECTRIC TRANSFORMER CV � 1 i '10'0,3" 325; 31.77' 63.35' N 01'01'19" E 63.25 DiLLARD CV <-9"26 26 975 80.51 160,65' S 83'15'41" E 160,47' z _ SiT� LOCATION BEING 18.423 acres of rand located in the EDWARD A. CROW SURVEY, Abstract No. 301, and the J.W. D. R,D, Ca., Tx. Q D.� CV 1[ 5'2943" 625' 30.00' 59.95' S 81'17'19" E 59.92' ANDERSON SURVEY, Abstract No. 18, Coppeli, Dallas County,Texas and .Q � � ELECTRIC RISER 1being conveyed to Ruth Alexander, Trustee for the Alexander investment Trust, by the deed recorded ded in Volume 75121on of the Tract of , tai GV 5s"45'28 120' 68.94' 123.15' S 54'09'27" E 119.56' { Page 2290 of the Deed Records of Dallas County, Texas. Said 18,423 acres of land being more • ® TELEPHONE RISER r(+ described particularly 1'" 1 b metes a 9 p cart { { Y and bounds as follows: Y El FIBER OP77C SIGN q `10 ! ( r BEGIN ! W THEL NiNG at a 112 inch iron rod at the Southeast corner of said Alexander ® GAS METER 67 „ 1 BE [t. der Tract, being located by deed in the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Beginning being located at the {\'S intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public ' � � CABLE TV RISER \ p right-of-way at 9 Y #his. trj SIGN POST 1 { 3 0� 76,06 „ E S 8 07,48 " { 9 z point} with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-of-way) CJ trj 3 Q9 8 48 12 E 1 3, g beginning of a non -tangent P and beingthe p g t curve #o the telt having a radius of 11.45,92 feet and chord bearing North 89 degree37 IT N 83 r - minutes 16 seconds West and chord length of 36.85 feet; S 7s 3�, � 'cS` FIRE HYDRANT 55" z .. n� { _ <� t -t 0 POWER P \ O `` GRA tr ,+' e s G .7'?Oa. ca THENCE along said curve a OLE COUNTRY ESTATS \ I pU�.y2� °�� y OST, boundary line of said Alexander tTrac stance of 36,85 feet to a point in the said North right-of-way line and the South { uGHr POLE VOL. 92188, PG. { �1`^� Tract; QOQ. THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18,423 acre Cy GUY WIRE D. R. D.. Co..., Tx. �3� � � VICINITY MAP tract, the following: o© ,, NOT TO SCALE r { `-"E E--- OVERHEAD ELEc7RIC \ t '��?` �jg ,y South 89 degrees 27 minutes 28 seconds West- 424.29 feet; 12 �✓ '--T T-- OVERHEAD COMM. \ o South 89 degrees 29 minutes 11 seconds West - 625.52 feet to the centerline a#Gra Grapevine e Creek; \ �33`�3$„ E � � �� \ JOSEPH C. THWE ATT W W-- WATER LINE N Sq'58 0� , THENCE along the said centerline of Grapevine Creek as {---SS---SS SANITARY SEWER LINE � � , _" 113.13' :4:50' � `''cA- ESTATE p follows; { P PIPELINE 9 6 F DEFINED IN DEED TO North 28 degrees 24 minutes 45 seconds West - 89.00 feet to a point; �. 16.00' "': W, TFiWEA TT North 45 degrees 53 minutes 18 seconds West - 44.00 fest to a point; i° v'd, p ---x x-- FENCE � A � �. VOL. 515, PG. 76 North 29 degrees 21 minutes 34 seconds West - 88.73 feet to a point; r t ao a D. R. D. Co, T. North 48 degrees 47 minutes 36 seconds West- 109:00 feet to a of BLC� -� { j North 25 degrees 19 minutes 52 seconds West - 139.50 feet to a point; t 6 A { 72.2,2'.jam { North 08 degrees 59 minutes 43 seconds East - 38.00 fest #o a point; r<i S $9.27'33" E o° c¢x W ,,, d 2u' Tt ,S , p , " fL +li SANITARY SEWER �, 2 to pj s r , MANH(M£ (A, 3 � � �r14 � �' ST,, North 37 degrees 46 minutes 35 seconds East - 64.00 feet to a point; 15 �, o / - - ,� { { North 61 degrees 59 minutes 26 seconds East - 111.02 feet to a point; R: , .- r, - 1-,_ � o, co16 S ( { North 72 degrees 13 minutes 49 seconds East - 93.75 feet to a point; 41 -- - �- °2o ft) 17o- S 6 South 89 degrees 27 minutes 33 seconds East- 72.22 feet to a point; 9 Q ( ,f bad 680 R SgNI?SO { North 50 degrees 47 minutes 45 seconds East- 93:00 feet to a •point; ^` sr ... 7 PG TARy E "- _ - o r- - "� cps` rx i/ f/.-'"" " _ `._ � �92t D•RO�E - � __« � � � Z { { North 58 degrees 33 minutes 27 seconds East - 89.56 feet to a point; NT �`�'\ �•` �. 1..,11 tW 18� I !l � 08`59'43„ •....�,.9.,.. N 80 degrees 58 minutes 48 seconds East 133.03 flet to point; E SANITARY SEWER EASEMENT h...., --- z 1,j ry ocon a 3$.fl0' O - 1 1 25 h degrees 24 minutes 39 seconds East 75 Hort 58 'SEWER SANITARY- .00 fest to a point; { TC? BE ABANDONED BY THIS PLAT: oo, / ,,, .-'" y- „� .-• � --'`. ,~• -. � �`� � �. •'` - ., „� Al¢ � f i { • • EASEMENT VOL.degrees - 898 23 minutes 38 seconds East 70.00 feet to point; YIR L O"D LINE _. . _ __ --� --�•1 ry�r � � ( i l! .�••` OL. 95203, PG. 2 North 47c Ea -- a 493.0 1 /-~ AP RO IMAT _ a M DC co 34.00 feet to - , �. -- � D R o, T A` .. k, `"�-. �" '$ z � I ! 1 SANITARY SEWER North 71 degrees 56 minutes 41 seconds East- •- - MANHOLE apoint; /' • ?op - ~' _ North, 83 degrees 23 minutes 09 seconds East- 76.06 feet to a point; 1.. f ._ `V •• �'S'i ;` � --' t-. _ _. _` "_._ .._ `� , �� Q �.. '� "' -•• ,, `'•- -.. South 88 degrees 48 ruin. 1 49.3.0 9 Utes 12 seconds East - 107.48 feet to a point _. , �'�, . r �''� 9��; ,� ��' .e'� -- • . `., �s:s1' ---- .. _ 3o a,�. {� 493.0 ��, �`� � � SANITARY sEwER -�•. � { „ r s t �, -- ` «E N South 79 degrees 39 minutes 55 seconds East - 93.67 feet to a point; cf?. Y'� GNo 22;751 �' c5) , F.� r- y ,.. 28 65,74' `- - : ('. U` '/�" 1 . - :. -... __,.62. 62.9 w t. ,� l i w Soutlt 6Q degrees 51 v1 \ ,' Z r- 3G .----- 50' 9 = a► o F,� 1 9 minutes 50 seconds East - 47.00 feet to a point; ortr'r `C r r 494.0 ��. 19.10; �o, 2 S 87 58 54" E 82.78:. 22.57 �ti4��'.; �-- U p 0 <y South 38 degrees 19 minutes 2 w o r f 4�` ,rh2" F, jj r" = 61. s. ~---. 492.�i ��P g o, {,ll LO -j 7 seconds East- 142.40 feet to a point; `! 8r' N 53.47 34.93 �3 g2, C t} _ 87-58'54 E 128.74' m - / ,, { I p t' • • , , "• cn ' \ ov % 23• _ .r-�"" CV 5 .mr q ; _ . - 4.98 'r., Z \ =17 R_ :�-- -- w _ _ �.; y `' !y'1 /'�._rf i ! I( < South 47 degrees 42 minutes 51 seconds East - t L l r �' .' d R ,,'{,- .- ' . ` `� C '"--�, '�-' R� 42.9tsS'. �P� i :g5 i a6 • ; I ( ' 0 182,58 #sst to a point; 3 r�,,r `r �° .� �, XAI� og.o _ X200 ____ v 9 XAjVj) `"'"„�,,,,, �/ �_ __ A�a� �, �� o { { a �'E _ 4' v9 'o` ,w~ ----'' { South 60 de Tees 25 minutes 02 seconds East - 62.17 fest to the West right-of-way { \ * \ J ` cv 3 ---- cv a 5p R.0 W X40- 63.30, \,, �, o g� R,gg R.O p i { l 3® to I 120 foot wide right-of-way at this 9 y has of Denton Tap Road a W U \Oct \ 1. 133 » �, ? 0 CVQ s) ti• r ( Y paint}; L1tl U { S? >?0�cn \ �, J`t` , �' 68;89 ..-- , %''_- �P�'?�1 . Z / 1.25.62' 1 -.. %� , >j, / GENERAL TELEPHONE. Ill __ _. ��"� ,, EASEMENT 1 { THENCE along the tNestright-of-way N ,� - oo, \� r 496.0 b ` �p� c, 5� R-125 ;' R=225 u' J N 87 58 54 ws'+ 4�°� 3©,91 - / VOL, 70ASE PG. 356f { line of said Denton Tap Road as follows. - •• C7 Rte• \ o y�1, _\� . f" 1 �.O `�° X25.36' 4 14.44' F87 -R,'54" 16' B.L. , M ""'6�5 R�g `` ,A D.Rb.Co. T. 57 N i \ ti.. », �2 69� �, SITE 5 SITE W 8, z `�--�~• 38 8° C� �� 1'�1 t ' 1:.• i l South 00 degrees 10 minutes 59 recon '• •, 26, L �' .L ds East - 217.01 feet aloe a line 60 foot West of a `- Q` '� a EAS ENT - -'EASEMENT i4.30' _ " GJ ��9 �""-38+0" W \ ` f {" -- »� W -+ '"�' �,. Rs 1 {l U1 centerline of said Denton Tap Road, to aPoint;g and parallel to the Q_ C> �,r .c5 j - - 289.00' \ k G / Iv �' ''+� d io a d tS N { l { (�, Oa -•-, \ \ > S 13235'34" W 497 Q x V3 `t �,j `° tt � `t w�. � � � � 1 � � {{ � � J� o South 0'7 degrees 23 minutes 12 seconds � � � '�' � • it � { > rn �` �~ � 'fi r,� N � � a: ;�. 492.9 {{ t East -- 100.72 feet to a Dint, said Dint bei \ `' ., �` � n a �- a l'' { N o{ centerline of said Denton T p P ng 50.00 fest from the !- _i r r o 12.31 , \ , i i Tap Road; C� i 713 } a r `} N ,�/1 J " 31:85' ,,, o ao= ,,.R� a' S 89`29'11" W 152,00' N 89'29'11" o' z L., r , ,`N.1 82.07'52 E { N South QO degrees 38 minutes 02 seconds East - 1 V3, ` ;o. 50• _ - 2 gg y t50.0�~_ `� 1 5 1 33 1 �8 - cline of said Denton Tap Road to a point 0 ¢feet ,tong a lies 5t) feet West of aril paraflei to -the - , `� r ` t % 3:53 a 25 00 20'- , _� '� } { { cents W co r "�~ , T Sotjth 00 degrees 31 min V v � l • a : ' y a SEWER SANITARY l k ° , ,� EASEMENT { .11 ..XIEPHONE ! �••+' 9 Utes 52 seconds East - 43.19 feet ,ton a fins 50 fest West of and r r S '0:3 , 12=.06' W p;: Qe ,h, " w VOL, 93215, PG. 8992 ' { MANHOLE centerline of said Denton Ta Road tparallel to the ! 7` Oq6„ �; : o,- iv 4 _; w 1�G D.R,D:Co.,T. _ { of land,ed p o the POINT of BEGINNING, containing 18.423 acres or 802,524 square feet OWNERSHIP I `� r r 496..0 �o ,; ;fig 83 ors, `L j X4;0 l� :0 ,��- .Fi Soo N r r . � ,�,, . � � /oma -- - ._ __ w - o `�0-• �. ��' � � �H �, W QUESTION '�' �r \ r r �' 15.46' - 18,50' �� 4a { r FsL, . s� iii N SANLT 20 POSSIBLE OW ,�,� �t c,+ S 892911 W 150.00 O= " : \ sr� �O t SURVEYOR N 89`29'11 E 152.00 � �. \ r" j IG RVEYOR CERTfi KATE { RUTH ALEXANDER °o r r 0'. . Wa N r 5� e� s� :on i LEXANDERe: �, z R. 1,t h� -y r, ti a. � - _,i . { 1°b° c6 00 t, James W Bartlett a Registered Professional Land Surveyor, do hereby certify ' sArE NH rr �'_i 498.0 �- - ,G sz o > Y _..__ �. `y. � � of • { ll" ,r:. �p that I have Y Y VOL. 1913, PG. . r X97.0 � � � �p '�. 9 � ; . �,., prepared this plat from an actual on the ground survey of the land; 132 ALL ✓�;�\ 1 s,t1 ' ,�h°` - �, , - r.-�_y_ a `, �y .-s �� h�, d� {I{ and the monuments shown hereon were found and/or placed under personal i ' ` v, r ao o f D.R,D.Ca,T, ��. oma_ r5�, .. C e ,Texas.accordance with f platting rules and regulations of the C o rn 1, l U N{ 11 supervisioninin a Y p I u'1 I ii a` }> -co'v osq'\ o p l l City f `. the 'n r \ 6 u, i1 .��+ 517E i o L. 6 ' .._ , ry 1 30' B.L. \ m l ar 30 B.L.e< - .>� EASEMENT '; S �, _ - 8 4, �` 0' . -- 17.00 20' S.L. y 1 _._ 1 ANDSCAPE EASEMENT uNDERCR" _, 2 B L `' - _ \`c { I _ _ __ _ _ -_-__ _._ ASPHALT _ •- t- ..\-.._. -- ... % .y Q L 15, Trxfp►LaNe o EA INT ' 8:L _ .. fl=r _,- LANDS _EASEMENT i JAM BARTLE?T________________ ll�TSiATiON --.- L� r.. �. L G� _- . . MARKER ,.. ... �1� Registered Professional ___� _ - __ o_.�._�_-A- ,4- _. C`�._._ o u 76 181:54 2955' �l.cv Land Surveyor No. 1897 SS .... . -... -=- _ ss SF,M 15 -10 • y _ s , TELEPliOtiE T' O N _ �� ...� �. `} _ , . - �' -•- , f , ` A E } 187,84 0 ` 35.34 142. N 84'57 06" E 222.76 N 89'25'09A`'E 210.13 u D ss-- sx _ _ ss ss- . ss� w 1 M ._ LEPHONE S $9"29'11" W 625,52 PRoisosr D BACK of cuRe 1s;Y 100.34 N E�I��,4..o.w a. S 89'27 28 W 420.29 CRAZE CONCREiE W SANITARY SEWER; sS -ONE,- _• MANHOLE ss -_ .�_ _ _ M}-.{� ASPHAt T READ .. ��RC�� _ ASPHALT --E) r .- -. -Y- Ss-�- sS _. 5 _ ss- ls---;�._ $s^-- :. Ss--- eC sS-- ss - - 5s _ '�s--• ss- -- ss-- �- ss---- �� Ss SANITARY SEWER . LJ .` ROhD rr - mIfOLE tSPtiNT ROAD ss MANHOLE Mi .� MANHOLE 5a° POWER POLE � .��tffA TA9 =-.f^-------.L_--*--_--cONCRM--..=r.� __ __--L__� No. Bearing Dist. WArEx T-1 N 44'26 2i E 35.28' ° o VALVES T-2 S 00'31'52" E { 43.19' THE R // !/ ! { ! DEDICATION PER TWOS P AT { CV 12'Q o r { { DELTA -01'50'33" SERVE sArIIrARY SEWER RADUIS-1145.92' P.l�L..l�►l. I SLA I VC)L.98249, PG. 23 ( { Q'O.i'��` { FIRST BAPTIST CHURCH OF COPPELL MANHOLE { 11 I T� 111 TANGET: 13.43' DALLAS COUNTY co a { VOL. 95167, PG. 5885 TOTAL AREA -- 18.423 AC. LENGTH -36.84' D. R. D. Co., Tx. � o.R.D.c " CHORD -N 8937'16 W o,T. 26 LOTS - 16.720 AC. 36-85'ALEXANDER VOL. 91251, PG. 3039 � { COURT / D,R•D.Cc�.,Tx. { LOT No. AREA LOT No. AREA STREETS - 1,557 AC. { LOT 1 = 0.368 AC. LOT 14 = 0.997 AC. FLOOD -- 10.714 AC. BLOCK A, LOTS 1 -26 LOT 2 -- -0.295 AC. LOT 15 -0.992 AC. R. 0. W. DEDICATION -0.147 AC. EDWARD A. CROW SURVEY ABSTRACT NO. 30 SUMMIT AT THE SPRINGS LOT 3 = 0.338 AC. LOT 16 = 0.$84 AC. J.W.- ANDERSON SURVEY VOL. 97023, PG. 3493 LOT 4 = 0.330 AC. LOT 17 ` = 0.791 AC. � ABSTRACT NO. 18 )TE: LOT 5 = 0.436 AC. LOT 18 = 0.766 AC. 498,0 - MIN. FF ELEVS. 1 8.42 3 The Ci of Co D. R. D. Co., Tx. ACRES OF LAND City ppell will not have responsibility for maintenance of the LOT 6 = 0.393 AC. LOT 1 -- (2.0 FOOT ABOVE 100 YR. FLOOD j'� {"�j� floodwayjfloodplain area as shown hereon. The maintenance for these 9= 0.379 AC. ELEV.) C 1 TY V F C V! P E L 9 DALLAS C O U areas shall be the sole responsibility of the individual lot owners adjacent to (3T i = 0,749 AC. L j� i TEXAS said areas. These areas are to remain free of improvements that may obstruct LOT 20 = ` 0.434 AC. h ! ! t �.I'-`I. SiMMONS SURVEY LOT 8 = 1,812 AC. LOT 21 = 0.304 AC. N VARY 8, 2007 the flow of storm water and protected from Potential erasion by fibs owners, No fences will be allowed In the floodplain or any other stoncfiures (pools, decks, LOT 9 = .018 AC. LOT 22 =" Q.38�� AC. ;azebos, etc.) per the City's Floodplain Ordinance. ABSTRACT N O. 1 2 9 6 LOT 10 = 0.962 AC. LOT 23 = 0.344 AC. SURVEYOR ENGINEER LOT 1 1 = 4.823 AC. LOT 2q Cj" SEMPCO SURVEYING, INC. ZWINGGI LA OWNER M RAE MAR 324 AC. 3208 SOUTH MAIN STREET 150 PARISH LANE,. X337 PD--220--SF-12 LOT 12 0.893 AC. LOT 25 0.290 AC. FT. WORTH, TEXAS 76110 P.O. 'BOX 1247 6003 SUNDERLAND DRIVE -7876 ROANOKE, TEXAS 76262 COLLEYVILLE TEXAS 76034 LOT 13 = 1.017 AC. LOT 26 == 0.373 AC. 817-926 940-390--0040 617-329-1792 FAX: 817-928-7878 FAX: 817-961-0299 FAX: 817-329-1792 SemCG Surveying p y Inc. 3208 S. MAIN ST. FORT WORTH. TX 76110-4278 TEL. 817)926-7876 -FAX*(817)926-7878 Copyright 2006 1 CP$- ""AMlG-KANNiNG_C0NSKTiWrs Projec# No. 8371 Lli Of 00 D T - Cf) Z 6 0 ry LJ V) 100 40, Ci �Q1Q` 'yrs Glx• 08*59'43" E 38.00' V/ LO V_ LLJ 0 _J (0 n ci ry MLLJ n 6 :J_ =i= < 0 n z Z 0 0 ASPHALT (J4 V. C14 W N lAJ 82 38'09" W 28 Z 0 VA. sty OWNERSHIP IN QUESTION sr POSSIBLE OWNER 3 RUTH ALEXANDER rA O COUNTRY ESTATES VOL. 92188, PG. 3639 D.R.D.Co.,Tx. ZONED - 12 THE RESERVE VOL.98249, PG. 23 DALLAS COUNTY D.R.D.Co.,Tx. VOL. 91251, PG. 5059 ZONED -PD 108R25 SF- IF D.R.D.Co.,Tx. NOTE: The City of Coppell Will not have responsibility for maintenance of the floodway/floodplain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the Individual tot 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 Cify's Floodplain Ordinance. CENTERLINE CURVE DATA CURVE LEGEND - I.P.F TANGET IRON PIN FOUND LAS CHORD IRON PIN SET @ 128' SANITARY SEWER M.H. 0 N SS CLEANOUT 63.43' CV 2 WATER METER 50' 22.84' WATER VALVE FRIJ 55*09'43"E ELECTRIC TRANSFORMER El 11 *31'02" ELECTRIC RISER M 25.36' TELEPHONE RISER R 30.10' FIBER OP77C SIGN Im 200' CAS METER FRI N CABLE TV RISER 0 CV 5 SIGN POST 225' 35.50' FIRE HYDRANT LQ 82'57'49"E POKER POLE CV 6 12*15'36" LIGHT POLE 40.28' 80..24' GUY WIRE -E-E- 80.69' OVERHEAD ELECTRIC 16'50'51" -T-T- 40.73 OVERHEAD COMM. N -W-W- 80.57' WATER LINE -SS-SS- SANITARY SEWER LINE 31.77' P - PIPELINE - -X-X- CV 9 FENCE (J4 V. C14 W N lAJ 82 38'09" W 28 Z 0 VA. sty OWNERSHIP IN QUESTION sr POSSIBLE OWNER 3 RUTH ALEXANDER rA O COUNTRY ESTATES VOL. 92188, PG. 3639 D.R.D.Co.,Tx. ZONED - 12 THE RESERVE VOL.98249, PG. 23 DALLAS COUNTY D.R.D.Co.,Tx. VOL. 91251, PG. 5059 ZONED -PD 108R25 SF- IF D.R.D.Co.,Tx. NOTE: The City of Coppell Will not have responsibility for maintenance of the floodway/floodplain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the Individual tot 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 Cify's Floodplain Ordinance. CENTERLINE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 28*42'21' 128' 32.75' 64.13' N 44*57'49"E 63.43' CV 2 49*06'07" 50' 22.84' 42.85' N 55*09'43"E 41.55' CV 3 11 *31'02" 150' 15.13' 25.36' N 85*28'18"E 30.10' CV 4 17*41'20" 200' 61.75' 61.75' N 82*23'09"E 81.50' CV 5 18*07'58" 225' 35.50' 71.20' N 82'57'49"E 70.91' CV 6 12*15'36" 375' 40.28' 80..24' N 04*06'42"W 80.69' CV 7 16'50'51" 275' 40.73 80.86' N 01*49'05"W 80.57' CV 8 11'10'03" 325' 31.77' 63,35' N 01*01'19" E 63.25' CV 9 9*2626" 975' 80.51 160.65' S 83'15'41" E 160.47' CV 10 5*29'43" 625' 30.00' 59.95' S 81'17'19" E 59.92' CV 11 59'45'28" 120' 68.94' 123.15' S 54*09'27" E 119.56' ;'- 9 ttbro 0 If SUMMIT AT TWE SPRINGS VOL. 97023, PG. 3493 D.R.D.Co.,Tx. ZONED --PD 1088 SF -9 J.H. SIMMONS SURVEY ABSTRACT NO. 1296 EDWARD A. CROW SURVEY ABSTRACT NO. 301. GRAND COVE ESTATES VOL. 94190, PG. 4358 D.R.D.Co.,Tx. ZONED -SF -121 10 11 76.06' 107.48' .^-z,r-,Q" V S 88*48'12 F 93-67' LOT No. AREA LOT No. AREA LOT I = 0.368 AC. LOT 14 = 0.997 ' AC. LOT 2 = 0.295 AC. LOT 15 = 0.992 AC. LOT 3 = 0.338 AC. LOT 16 = 0.884 °AC. LOT 4 = 0.330 AC. LOT 17 = 0.791 AC. LOT 5 = 0.436 AC. LOT 18 = 0.766 AC. LOT 6 = 0.393 AC. LOT 19 = 0.379 AC. LOT 7 = 0.749 AC. LOT 20 = 0.434 AC. LOT 8 = 1.812 AC. LOT 21 = 0.304 AC. LOT 9 = 1.018 AC. LOT 22 0.385 AC. LOT 10 = 0.962 AC. LOT 23 = 0.344 AC. LOT 11 = 0.823 AC. LOT 24 = 0.324 AC. LOT 12 = 0.893 AC. LOT 25 = 0.290 AC. LOT 13 = 1.017 AC. LOT 26 = 0.373 AC. I'> co: �; Po, VICINITY MAP NOT TO SCALE �JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO J. W. THWEATT VOL. 515, PG. 76 D.R.D.Co.T. .......... 25' SEWER SANITAR) EASEMENT VOL, 95203, PG. 2898 D.R.D.Co.j. 0 C14 O LANDSCAPE{ ....• WALL ... .... 6Q.Q: ..... t130 HZ 0 UJ ,0 cc c6 00 C) to 0 C14 0 ONE MARKE P.O.B. SANITARY SEWER NOTES: 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: A. DELETION OF ALLEYS 2. HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING ALL ABOVE -GROUND IMPROVEMENTS IN THE 10' & 15' LANDSCAPE EASEMENT. 3. SITE EASEMENTS SHOWN AT THE INTERSECTIONS. 4. - MIN. FF ELEVS. (2.0' FOOT ABOVE 100 YR. FLOOD ELEV.) 1. REQUESTED VARIANCES TO THE ZONING ORDINANCE: A. 25' BUILDING LINE AS SHOWN. SURVEYOR SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 $17-926-7876 FAX: 817-926-7878 Original Scale : 1" = 60 0 5�0 60 120 Graphic Scale in Feet LEGAL DESCRIPTION BEING 18.423 acres of land located in the EDWARD A. CROW SURVEY, Abstract No. 301, and the J.W. ANDERSON SURVEY, Abstract No. 18, Coppell, Dallas County, Texas, and being a portion of the Tract of land conveyed to Ruth Alexander, Trustee for the Alexander Investment Trust, by the deed recorded in Volume 76121, Page 2290 of the Deed Records of Dallas County, Texas. Said 18.423 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod at the Southeast corner of said Alexander Tract, being located by deed,in the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-way r at this point) with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.85 feet; THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.423 acre tract, the following: . South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 625.52 feet to the centerline of Grapevine Creek; THENCE along the said centerline of Grapevine Greek as follows; North 28 degrees 24 minutes 4.5 seconds West -89.00 feet toa point; North 45 degrees 53 minutes 18 seconds West - 44.00 feet to a point; North 29 degrees 21 minutes 34 seconds West -88.73 feet to a point; North 48 degrees 47 minutes 36 seconds West - 109.00 feet to a point; North 25 degrees 19 minutes 52 seconds West - 139.50 feet to a point; North 08 degrees 59 minutes 43 seconds East - 38.00 feet to a point; North 37 degrees 46 minutes 35 seconds East - 64.00 feet to a point; North 61 degrees 59 minutes 26 seconds East- 111.02 feet to a point; North 72 degrees 13 minutes 49 seconds East - 93.75 feet to a point; South 89 degrees 27 minutes 33 seconds East - 72.22 feet to a point; North 50 degrees 47 minutes 45 seconds East - 93.00 feet to a point; North 68 degrees 33 minutes 27 seconds -East - 89.56 feet to a point; North 80 degrees 58 minutes 48 seconds East - 133.03 feet to a point; North 58 degrees 24 minutes 39 seconds East - 75.00 feet to a point; North 47 degrees 23 minutes 38 seconds East - 70.00 feet to a point; North 71 degrees 56 minutes 41 seconds East - 34.00 feet to a point; North 83 degrees 23 minutes 09 seconds East - 76.06 feet to a point; South 88 degrees 48 minutes 12 seconds East - 107.48 feet to a point; South 79 degrees 39 minutes 55 seconds East - 93.67 feet to a point; South 60 degrees 51 minutes 50 seconds East - 47.00 feet to a point; South 38 degrees 19 minutes 27 seconds East- 142.40 feet to a point; South 47 degrees 42 minutes 51 seconds East - 182.58 feet to a point; South 60 degrees 25 minutes 02 seconds East - 62.17 feet to the West right-of-way line of'Denton Tap Road (a 120 foot wide right-of-way at this point); THENCE along the West right-of-way line of said Denton Tap Road as follows: South 00 degrees 10 minutes 59 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; South 07 degrees 23 minutes 12 seconds East - 100.72 feet to a point, said point being 60.00 feet from the centerline of said Denton Tap Road; South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a point; South 00 degrees 31 minutes 52 seconds East - 43-19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, containing 18.423 acres or 802,524 square feet of land. SURVEYOR CERTIFICATE 1, James W. Bartlett, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land-, and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. JAMES W. BARTLETT Registered Professional Land Surveyor No. 1897 TANGENT TABLE No. Bearing Dist. T-1 N 44*26*21 E 35.28' T-2 S 00*31'52"E 43.19' CV 12 DELTA -01'50'33" RADUIS-1 145.92' 0 A -I' LENGTH -36.84' ZONING EXHIBIT/DETAIL. CHORD -N 89*37'16" W 36.85' -e e QJ "V COU1171T ALEXANDER BLOCK A, LOTS 1 -26 EDWARD A. CROW SURVEY, A13STRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRA♦CT NO. 18 18.423 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS JANUARY 8, 2007 ENGINEER OWNER ZWINGGI ENGINEERING/PLANNING,LLC MIRA MAR 150 PARISH LANE, #337 6003 SUNDERLAND DRIVE 'P.O. -BOX 1247 COLLEYVILLE, TEXAS 76034 ROANOKE, TEXAS 76262 817-329-1792 940-390-0040 FAX: 817-329-1792 FAX: 817-961-0299 PD -220 -SF -1 2 f Nt 0 r \ f COUNTRY ESTATES ` VOL. 92188, PG. 3639 D. R. D. Co, , Tx. ZONED-SF-12� 11 \\ 12 , ! 'A 10• � 10 00 �' 133.63 „ N g0*58� 48 GRAND COVE ESTATES VOL. 94190, PG. 4358 D.R.D.Co.,Tx. ZONED -SF -12 ' 10 i 11 i 76.06 5 107.48' 93.6 N $3'23 09' E S 88'48'12" E S 79',39'55" g 39' 9 55 " GRAPEV NE CREEI 6°su0. 12 j A \ /'JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO 'b F! Y J. . Wi H WEATT 1g VOL. , VOL. 515, PG. 70 D, R. D, Co. T, - i 5 ZONED -COMMERICAL i i O I i ` ` sem, i 1�72, 22' EXIST. 12" SEWER tINE & EASEMENT Sr89'27'33" E SANITARY SEWERhry} SII TOS BE -ABANDONED MANHOLE - R 60` II z EXIST, 12" SEWER LINE & EASEMENT ! ,a p0: S _ # 3 t' �2�# - -_ + f !.-'- z tl � i t j TO BE 'A3 DONED I + + 1 u SEMEN N t lilt sao' O ..� N i O ! •4 25 SANITARY � O ��\t� ,. •LFkJ~~rte w � {;Its .. SEWER A "a t0�` ,, z_Ftt2 R•:�; _ TIE ROP 8 SEWER LINE w i ;III EASEMENT TO XlSTiNG MANHOLE a ,I 4 v Q + 1 + t+ VOL. 95203, PG. 289$ W D.R.D,Co.,T. V 08'59'43" E 1 __ {NE tr, fl v�-i 38,00 �� p - ?i ,/� SANITARY SEWER EASEMENT yr R ATE 100 YEAR 1 f 3 S t. / r P t.. 1 _ v TO I~33F ABANDONED I _--'` . -'. •---..` -, . _, - ,.,.. _.. . - ' V WER LINE \ }, "" a..s ___•;, __ _... .i. t r ,.I! •- yzf j \ / y PROP $ .-SDR-35 P C SE PROP. JTORM rGVATER LiNE BY FiNAL PLAT - -- _ _ .. _� . ' .- I 1 \ —__--_^-___ "` 30'\`rte, `.'. j` `.,,,': _ MANHCiiE'� _ t i t`L.I_ N -------------- c" _ . _ _Ili PROP. ST RM VYATER UNEP _ f _ 1 ..•-"" _" �, 'i ✓^ 'P"g.,..... �` \... ,.»..,,.n H- = _'-.'_'_ _' - _ \ \ h h, :3 ff,rr. �TjAf I I��i II' In �l , n \ . O •-`C -�^. J .,/'� ` '. q» ~` as.: .,_M.......,..q.».._s».•----------- _T_ .,..N 1 r t r"S r ` , I - = `f ` \OUTFALL` Y �'S 3 i' Illi ,® p �, f/- t T j -_-HE-A\DWALL f �r' ✓ . i ilii '> O Lo ��f7 i, n ,i / !! /,s>? --- iy k(� tAt,AJ�iII �` _ti- » f�\ f.rr f Oi/iilrll Q i �9 M+Y 1J M ?` '0v -- 1 1 -OUTFALL .' .--" . A»�� _ t _� t• ' \ TM.;� .. ` »_ _ L �, a r f i r lu I {� W y , HEADWALL \ .* r / 1 , u ,, / 'gip -. `M -- e 1 _i L \ t`•Z / i t �t r rr LANDSCAPE i CS} \ r \ti - / \ ;�� ,• �% »' \ FQ : - - -- _ _ _ ,, . Lij. ' \ ♦ 1"o ' 40% GENERAL ELEPHONE + a tln WALL LYS \` i , / - _�~��`~--.._-� INLET ,� f,. f \ EASEM T t l h�rllr l y VOL, 70251 P 356.1 " N n , e \ \` \ e \ n r _ t'� 1 r 'r -= -- _ _ ��. \ �a rr f , r t,iiili 60.U, . ��A TJ" a i. l 15,-_ = _ \ ` - _ ` , ,„ o«♦ , \/ \\ D.R. Ca., / Iruiil ( rd + p \ \' ; \ 1 J �" - ..>s t t F r , L. _ \ e♦\ j' \ \` r \ t `I}lit t U LL tcti a , i �!�`�. \ , t° -) �yJ L• t., SITE r r s r SITE r - \ _ tt cl () (f} j \ y3n , f j ° \, 1 " EAS MENT r EASEMENT `___' -�a t '\ /rtf �� _ \ 5 J L ! *• sn ,� s r E r ,„ \ �;It + \ a PROP`• R 5 PVC S EENE C\i l ii(t \ �� ♦ f r_� - _-/ ^_-- #� t r t r If tti j ';oma ,t / r / w ; '\ /� , i I t i `� \� ti `+ Ill W J ' C Z 09 `��',' ,' o INLET t �5 i T< 0 G 7' 0 N I too r ! , j , 1 t r PROP, PVC WATER �I,ftNE ` ; ry r . < i -., �'''IPROF, 8 PVC_ iNEi ` r tt .[ ' 20' SEWER SANITARY tI s ,t J Y.: I ...,�,.- i 1 s PHONE s• \ ` t r L -t f i� . ^ MATELNHOLE F - - IIx wwiP r; ♦\ ,\I Vb 93215,EMEN8992 ; Z `` dva ,, f ` t ; �' ;`t PROP. 8" PVG WATER LiNE \` 'r_ . f �l D.R.D.Co.,T. F , it t CP `\\`sov \ , ♦� f r PROP "SDR -35 PVC SEWER LINE I 1 t E r t I moi_ s \ ,♦ er \ It if 50.0' i 1\ ♦; ♦ ¢ �4. ` ! n. „`' t it AN I' It r t SANITARY 5Ew'ERt Ld /'1 ` \l ,.\ �\ ` rrt..x: :•^" ! i / ,..•' O 1 , 11 i l „,.,`V'Q. \\ " t ' \ a '�". `" MANF+% f i' � r + '- -., � t \ , 1 �t i �R r T r to \ r +t r ROP. 8" PVC WATER LiNE I r r ' + �'`- --- -1'" L. \ a;\ �+ 00 OWNERSHIP IN .. t , r t ~� �00 U E S ip I / N R \` V l\ -` ; N y - j 1 .,. 0 n.,� i \ \{ A\ 1 1 1 II 1( I ' t1 5'BL, 1-� y ! Q 03 \ a,;.. + I"`"' I \l \ \ \ a\ I ',111 Q sAmtARY SEWER 9 -- t i r r r- _ x: 3 \ j ,,.,j 2 \ S (n POSSIBLE OWNER Ss �o `\\�'\, \, t i \ �� t i., \ '; \7 a\ O l it ,> r P`11 LANDSCAPE I RUTH ALEXANDER 'c�. MANHOLE ' �; � I . , 1 f r / r t„: v �` _1 v {v r >I 4 1 r \ \ i / I j i �” _x \c' \ ' ..WALL VOL. 1913 PC 1 32 �� as /r :,, zs 1 i -I__-_ _� x I \ 30' B.L. -_� - \ \ s. \ gay I' �. , r a ?0' B,L. d ,7k I k , ,, --•• rsi \ + l 4 SITE' t i ' -"' -,, __ ....-___ a D.R.D.Co, T. a '/, 'f / f i� EASdMENT SITE' LANDSCAPE - \ 10 LANDSCAPE EASEMENT]--+- \ �° \ l ii i %', 1 , 30' B.L. uNOERGRouNO I ( EASIIMENT WALL \ _ - _%_ _ - - - - e9" ., Y _..._ --------------------- / •10' LANDSCAPE EASEMENT TELEPHONE t5' B.L, _ _ -`� _ - -�- - �_ _ - `aa.. O ' " 20' 8,L * 1- LANDSCAPE 15' B.L. MARt<ER 1 �/ I __ ______ _----------- _ _ - - _ \ l G mss. __-' _+ _`.'-_ _. �'--------------- _., _ _ \ WALL _ __ __ _ _ __e <__ -� \- _ _ - 222.76' N 89'25'09" E 210,13 ' ` UNDERGROUND _! - , °� t SAtatTarY SEER r _ - _?= �:�� _ _ _ _ - _ (- - - –TELE' - r: N $4'57'06„ E S 89'27 2$ W i u MntrnER - — .A RAW. ASPHALT ,. .,,•- LII'T SIA TION ^` `. \ fll \ ` "' CUR E st PR _ �- _ _ �_�------- sr S 89'29;11„ W 625.52' OPOSEB BACK OF CURS �q _ ss 55 R vraOERCRCUND a B . • Inc R � • • � CRATE c. . 00, ACK OF ttvLET [] _ 55-- ss ss— - ss - s5 ss ss -- ss- - ss ss_ _._ 5, ss:� ct 55- ss �s _ _ ,s „ ss __7 M. s$ — PROPOSED B i / Jt(r+iARr SEriE SS• 55----^- 55---- 55---- SS--•- SS -t 5S•. t - MARISE,R ''}'• S Is .-...5+--,-•.Sfr......._y.........-y5m,...»--S,.a.+>--5'c,"5'a^:-^='..•5---- 55.._.^.. e,5........, SS•-- 5S^. M �5 54 4'------ SS- S$^•-,��-_ 55_'"'.."' S-._._ c5...._..._ Sg_ gg_._.,.. 55�,(/. ._ S5.^.-:_ �.�._ SS---- 55--- 55 Q SS^--_ 55-.... g5_-__ SS = 55-•-^ 55---- SS-.-- SS--•- SS---- t -- S5='--^ 55=55-_..� CONCRETE wltlt Q �`r - ArItjAP.Y,�E' 1 .i_:� I.�.1..` .iJ _ R�,1"}.k! _5AHITARY. SEYiEf? _ - - _"I! MANHOLE 1 r _ _ - - _ _ MANHOLE, MANHOLE__- u - -. - - - - .- ASPHALT ROAD — — — — — it gcrHALT ROAo --iOt#E#'EtE ESRIt?L;E p - ASPHALT ROAD r _ _-to - - - - -- - ----_ - --- - - x �_ -- - - - - _ __— -- ISI -1GT Vt'ATtt�iCE _ _ - - - - --- - - s - i"T" lfi„-Y TEiT L E� o_;_E -- - - - ___ ..__.. _ _.._...,_- iM...-•_....-,,.. __...-----__ .._..______✓______-�•�..-�-:..'t__��'t”.- F�=-`'--=�=-�'_ •�� -�g®_ S WATER CONCRETE _ TIE PROP. 8" PVC WATER LINE VALVES i FIRST BAPTIST CHURCH 01 COPPELL 0.147 ACRE RIGHT-G"Z�rAF1Xi TING 16" WATA LNE _ I a I VOL. 95167, PG. 5885 DEDICATiON PER I~L.N Q I i SANITARY ;EWER[ i TIE PROP. 6" PVC WATER . LiN� I ; i I D , R . D. Co. ITARY;E TO EXISTING 16" WATE LINE I � I I o. NOTES: ZONED -PD 108 LI 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE' THE RESERVE 1 SUI` MI T AT TI -µIE SPRINGS � co � ( � A. DELETION OF ALLEYS VOL.982�I'9, PG, 23 DALLAS COUNTY VOL, 97023, PG. 3493 � � 2. HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAIN'PONING ALL D, R. D, Co. , Tx, / ALL ABOVE -GROUND IMPROVEMENTS IN THE 10' & 15' LANDSCAPE VOL, 9125"I , PG. 5059 / D. R. D. Co. , Tx. EASEMENT. ZONED -PD 108R25 SF -9 / / D, R. D.Co.,Tx. / L � / �.ONED-PD 108E SF -9 11 LF"TW IF LA, PRELIMINARY - NOT FOR CONSTRUCTION {.) U- CD W CO CD .cm mM W a. h N M M N Z �X Mo aG ao LO T- tY W C) - 0 �- o -� v �C U C) Ix z >m fll� A C ti w SEAL ie OF TE•�^ /} � t� ;. ................................a. KELLY E. ZWINGGi >...................................� 84868 +� * NAL ell a JOB No,, xx-xxx DRAWN BY: KZ DATE: DEC. 2006 SCALE: AS SHOWN SHEET 01 OF A, YO) 30 B. L .10' LANDq X C F A ANc>scAPr= 5ufT R 120' B1� LANDSC, COMMON AREA, r -E3, L VARIES, 30'MAXI ST�Nr= C LUM4, FREFFER-TO. PLANS TYF�� TYPICAL z , 4 -- WALI- 5�NITAR�7SEtW FR ....... .............. . . . . . . . . . . . . . . . < G L . ................. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . *::--,Eb-�� ...... L.V.I.V. V.v: ,', .'.'.'.'.'.' ' '��Z ''r ................. ......... . ................. ..... ............. .... ..................... ............. .......... ......... P P Pol r -N IGHT OF WAY 7,75 \A 21"' 8 y 96 . ................... m ENTRY FEATURE, TYR P E EA S E M E N T R-kFERTO 64T. LP -03 STONE WALLS, TYP. B L REFER TO SHT, LP -03 • in -MV --------- m 0- -11 0 C14 0 CUK'b PLAN fiffinglaml m S I 1E, STONE COLUMNS, TYP. EASFMENT F;mf:r=IR TO SWT.t�03 0........ . .... wvvv+.....v..v s . mv.+.w.v,.w.vn...,.o.+wro"'v`m w.a++.w»w+'^"'vn ' .�� • , a ' , , a .................. •. ... ............ .......... ........... 0 00 ............ .................... ........... .............. ............................ --3 3 4 ...... .............. 0UF CK 0 m 356 TYP. REFE TO 15HT. Lf*-&-' \NITARCOLUMNS.sT STONE F TYP. f;;r=r-r=R -,1 T To SHT. LP -03 8992 SANITARY SEE WE R MANHOLE DSCAPE Cm WALL, 0 AND 4 AREA 112 < ICII II • 0 Ld 0 Max Ud ALL- C), zTe'l ilk •Pill I UNt 1-X F2i IF -A- ♦ - _ :r� - dw zj 10 k -,dv h::Zjv zj 01 zj a I m 356 TYP. REFE TO 15HT. Lf*-&-' \NITARCOLUMNS.sT STONE F TYP. f;;r=r-r=R -,1 T To SHT. LP -03 8992 SANITARY SEE WE R MANHOLE DSCAPE Cm WALL, 0 AND 4 AREA 112 TELEPHONE MANHOLE 50.0 I. L -Li 0 00 5EDS, NOT FOR CONSTRUCTION I I PLANT LEGEND: ( 0 ) EXISTING TREES TO REMAIN REFER TO TREE REMOVAL PLANS AND NOTES, R-01 MISCANTHUS INDIAN HAWTHORNE RED YUCCA FOUNTAIN GRASS LOVEGRASS 2 SEASONAL COLOR LAWN REFER TO SHEET LP -02 FOR PLANT SCHEDULE AND PLANTING DETAILS, NOTE: FIELD VERIFY FINAL LOCATIONS OF SCREEN WALL, ENTRY FEATUREA ND PLANTING MATERIAL TO ENSURE PROTECTION OF DESIGNATED EXISTING TREES TO REMAIN. I PLAN PREPARED 15Y: TRICIA AMAPOR WOLIVER, ASLA LANDSCAPE ARCHITECT, TX LIC. 0222�, 6a25 STUPEIBAKER DRIVE MCKINNEY. TEXAS IE7011 461Z.7143.6164 DIRECT 912.562Zeeol FAX OWNER: MIRA MAR 6003 SUNDERLAN0 DRIVE COLLFEYVILLE, TEXAS 16034 W& iv, PRELIMINARY FLAT ALEXANDER COURT 5LOCK A, LOT5 1-2(o EDWARD A. CROW 5URVEY, A55TRACT NO. 30 J.W. ANDER60N SURVEY, A56TIRACT NO. 15 18.2 11 ACRES OF LAND CITY 01= COFFELL, DALLAS COUNTY, TEXA5 ot"It BLOCK A, LOTS 1-26 Landscape Plan City of Coppell, Dallas County, Texas < ICII 0 Ld 0 z Ud z Uj C), TELEPHONE MANHOLE 50.0 I. L -Li 0 00 5EDS, NOT FOR CONSTRUCTION I I PLANT LEGEND: ( 0 ) EXISTING TREES TO REMAIN REFER TO TREE REMOVAL PLANS AND NOTES, R-01 MISCANTHUS INDIAN HAWTHORNE RED YUCCA FOUNTAIN GRASS LOVEGRASS 2 SEASONAL COLOR LAWN REFER TO SHEET LP -02 FOR PLANT SCHEDULE AND PLANTING DETAILS, NOTE: FIELD VERIFY FINAL LOCATIONS OF SCREEN WALL, ENTRY FEATUREA ND PLANTING MATERIAL TO ENSURE PROTECTION OF DESIGNATED EXISTING TREES TO REMAIN. I PLAN PREPARED 15Y: TRICIA AMAPOR WOLIVER, ASLA LANDSCAPE ARCHITECT, TX LIC. 0222�, 6a25 STUPEIBAKER DRIVE MCKINNEY. TEXAS IE7011 461Z.7143.6164 DIRECT 912.562Zeeol FAX OWNER: MIRA MAR 6003 SUNDERLAN0 DRIVE COLLFEYVILLE, TEXAS 16034 W& iv, PRELIMINARY FLAT ALEXANDER COURT 5LOCK A, LOT5 1-2(o EDWARD A. CROW 5URVEY, A55TRACT NO. 30 J.W. ANDER60N SURVEY, A56TIRACT NO. 15 18.2 11 ACRES OF LAND CITY 01= COFFELL, DALLAS COUNTY, TEXA5 ot"It BLOCK A, LOTS 1-26 Landscape Plan City of Coppell, Dallas County, Texas ♦ ,� -.� i �M► '.P a ... rr r .. - e•:. ar e - Opp - - ♦ - - - -.gin r -b.f ♦ ♦ ♦ -, e r - -, - r r r r IK it - i - - 1r P i -.r lip e r - � ♦ - �r !! dw =I�! ♦ • -e ♦ P rp - - rr- P- i - i e ♦ e- ♦ ♦ - r P1, W♦ - ZI 4EX lip -.P 1► - -.r P �r '.� P - P - - P r ♦ � � rEE♦ -.r� J i-� e o - - - - ♦ - - ;♦ r - Ir - -f ! _r P r _r 40. -e r ♦ - ♦ P _ ♦ - r r - e - -w p -�►.: p - -.♦ rs Ir • n - - -.e r C r - • -.r 11111 mg r � � PLANTING NOTES OINK". C420PACTOR 16 REOP"N"FOR -f c LOCATION& P rr -.C. -.r rr UTILITIES - -. P - TO o - 3. COMPACTOR - -o FOR ADVIONG TME OUNER OF i r! P r Ir cN Tm arm mcm - -.r .► As &owr PRAWING6. 4.rrAW.AOSWOALOMM,XR"!RgECPTRA614..Lilig 411IMM14T ALL TIMS r i c C"Tf%JCT1ON. S. CONTRACtOR- - P r- FM GRAPM, -. _ - 10VAL OF HISCELIANNOW DOMS AND ANY ADDITIONAL FILL WIRED TO MUM 81400M COWITION FWOR TO C N ALL _r 6. ALL CAWNTIT158, ON T1416 MAN ARE FOR MWIMATION OMY. MAW SPAM Im 16 A6 Ir 5! ON ".AW :ar O'NOWSE N=W. P - ♦ RESPOWIMILITY TO - -.P r F oJfRS- PLANTM AFtEA6 AT _ C 9! N TM - _r ♦ - r - ;� ♦ � .rear L _r :ar r C ♦ - L -.o Ir o ii- b:. -'j �r • rr r - e - c. -.e I► r - it - ' - c ' 9. LNLM O"4EWSE rrVrC,ATW, A�L 04%0* -F rpt IAL AM y�dc�a�tra�u�r�/rDCOVOR 64" ON WMRSWED UM A TW (20) W.44ER C OVEIR iM Wr N A TW (Z") W.A r&C44 LAYkR I=:- 2Fe ap so rr __1n P r - C e ►rrt+. .... w nr :. ► o - - _s .. ♦ c. - p P ! gra ♦.. �r r - - - ♦ _ _ _ r ♦ er e too -t' r - P rr - ♦ ;a - ♦ o - - c p - / y c 40 r, - - - r +ire r - -. s r :/ ,/ ♦ - ! r► - -.P rr P - rr ',� - P ♦ - - ♦ • - ;_ ♦ ► P - - -.♦ a ..ar - -.i r r ;alip _ 10 h, gaff ♦s -.r e P P _a o- e - �Z1 4wn- -. rWA - -. ♦ . MAINTENANCE NOTES— �r ♦ �r - - - -ZIA` frem11 �_r r! e r ♦ i _,q W. Vq.rr • 1 r 411_ar _ Ir P - t 1 -, r-- - - - • I r IF NTS SiPSWALK NTS AA >un"Mn NXIBTNO srIliaGt, Slow • 1 • rq m FOR 1 t S1 ACM ♦ -♦: i - -ter PLANTM MEDIA EXISTWO SOL , Q LOCATION (TTP.) V r1� SP,~ACINCs dg mnTmn I NOTE: ALLD��U�Sg PLAINGUNLESS N01'ED OTHERWISE. 1 TRIANGULAR SPACING NTS NOT FOR CONSTRUCTION i A i !' i 1 IN its p City of Coppell, Dallas County, Texas �../y 0! v'4 �' 'v'�y.%*✓''a 1t" !`Y"f•.3a`u'�.."`t.%`.�h+", r.'�F'i ✓V .**.�'" Fti ... 1 w% N a * C�*T V'3F�1' !8}•4'`ti3'�'J"wf ../ "af . `1. _ Yl�� ti✓^`t+``31',f �i af\ v.`'"Tf\! V4'�''..6V ^ ■` (� LAYER �i�_ R P1..�4rt't'rNGi rr�a " • S!°��. ,...,.v., Y•� � , . i < £ c . z `x .. . � 1 x ".`""""".fit .. � t. < . > # �."'�... .�__.. . . .......... NTS SiPSWALK NTS AA >un"Mn NXIBTNO srIliaGt, Slow • 1 • rq m FOR 1 t S1 ACM ♦ -♦: i - -ter PLANTM MEDIA EXISTWO SOL , Q LOCATION (TTP.) V r1� SP,~ACINCs dg mnTmn I NOTE: ALLD��U�Sg PLAINGUNLESS N01'ED OTHERWISE. 1 TRIANGULAR SPACING NTS NOT FOR CONSTRUCTION i A i !' i 1 IN its p City of Coppell, Dallas County, Texas NOTE: FIELD VERIFY I FINAL I LOCATIONS OF 1 SCREEN WALL, ENTRY FEATUREA ND PLANTING MATERIAL TO ENSURE PROTECTION OF DESIGNATED EXISTING TREES TO REMAIN. I WIDE, V -all HEIGHT LIMESTONE cow -IN AND CAP eUMP-OUTS TYPICAL V HEIGHT UmEaToNE—/ WALLS WITH 4" STONE CAP, TYPICAL SAMPLE COLOR FOR OWNER APPROVAL 12xI2 PRECAST WITH SANDBLAST LOGO, 13L4CK FILL 9 ROOF FINIAL - --------- MIEN moms sLATeIVLE swiw-iLEs 14 ENTRY TOWER WITH STUCCO FINISH 16 WALL mouwsc> GAS TORCHISRE IN MATTE 5LACK 121 ELEVATION ENTRY, F15ATURE� AND LANDSCAPE NOTE: FIELD VERIFY'` FINAL LOCATIONS OF SCREEN HALL, ,ENTRY FEATl1REA ND PLANTING MATERIAL, TO - ENSURE PROTECTION OF DESIGNATED EXISTING,, TREES TO REMAIN. W-16 .01 LIMESTONE BUILDER I BLOCK, COLOR TO 31 MATCH eSCREENWALL I cUSTOwl WROUGHT IRON SCREEN MOUNTED TO ENTRY TOWER MATTE BLACK —CUSTOM UAWLIGHT IRON SCREEN MOUNTED TO SCREEN WALL WITH GAS LIGHTING TORCHIEFRE WITH HANGING IBRACXETS, MATTE BLACK —Fj;RE=-CAST CONCRETE WITH SMOOTH FINISH WITH 12" PIN MOUNTED BLACK METAL LETTERING. FONT: CHASE GALLAS SH REFER TO PL NER - ELEVATION 31 WIDE, V -all HEIGHT LIMESTONE COLUMN AND CAP BUMP -OUTS - A I NOTE: FIELD VERIFY FINAL LOCATIONS OF SCREEN WALL, ENTRY FEATUREA ND PLANTING MATERIAL TO ENSURE PROTECTION OF DESIGNATED EX15TING TREES TO REMAIN. CAP, TYPICAL SAMPLE COLOR FOR. OWNER APPROVAL J�r:q lip A I AIL NOT FOR CONSTRUCTION 0 texandelv m1tt BLOCK A, LOTS 1-26 Screen Wall and Entry Feature Concept Elevations City of Coppell, Dallas Cou-nty, Texas TRICIA AMADOR WOLIVER, RLA, ASLA SUBMITTED: Oq JAN 200-7 1 LANDSCAPE ARCHITECT 6825 STUDEBAKER DRIVE LP -03 MCKINNEY. TEXAS 75071 Tow i ,jx C111 0 texandelv m1tt BLOCK A, LOTS 1-26 Screen Wall and Entry Feature Concept Elevations City of Coppell, Dallas Cou-nty, Texas TRICIA AMADOR WOLIVER, RLA, ASLA SUBMITTED: Oq JAN 200-7 1 LANDSCAPE ARCHITECT 6825 STUDEBAKER DRIVE LP -03 MCKINNEY. TEXAS 75071 01 EXISTING TREE TO 5E REMOVED --I— TOTAL CAL. INCH ExIsTIWa TREE To REMAIN TREES TO 15E REMOVED: EXISTING TREES To REMAIN IN 3 21 FLOODPLAIN AVERAGE 40 TREES WITH 15=E3015 DARC 4 AT 6" CAL. EACH PER ACRE ONLY 5-5 ACRES WIT" TREE YES OOVER44S COUNTRY ESTATES VOL. 92188, PG. 3639 D.R.D,Co.,Tx. 9 [E.; CRE .�e ACRES /,8624 7 A, T y 'A F 5;s676 S0,1 • H ZARD AREA/ l,APPROXIMATEI 100, YEAR FLOOD A A v"INSUIZANCE PRkes E1000 1,wSUpk%mCE/` A NW / RATE , A FCOR'DA��,k� 67,5," ED AR V 55 KA P N U N4 8 F_ R� 48113001 yt A, 'Q i. 23, 2001 A 'A% A., v A K", P A /Z e, /* ee =ff ft'V x, 13 103 102 91 89 TREE NOTES REFER TO CIVIL C FOR REMOVAL OF pEAr.> TREES AND STUMPS WIT14IN AREA A OF LOT, UTILITY, AND ROADWAY CONSTRUCTION. jOSEPI-I C, THWEATT REMOVE DEAD jjmas OVER PROPOSED ROADWAY AREA TO PROVIDE MINIMUM OF ESTATE "I' CLEARANCE. DEFINED 13N DEED TO PRUNE TREES WITHIN PROPOSED ROADWAY, SCIREENWALL AND ENTRY FEATURES TO J. W. TH WE A TT REDUCE STf;zE_,SS ON TREE. DO NOT REMOVE MORE THAN 20% OF THE CANOPY. VOLA 515, PG. 76 D.R.D,Co,T. TREE PROTECTION & REMOVAL T TRE PROTECTION MUST OCCUR PRIOR To SITSWORI< CONSTRUCTION. TREE FLAGGING /* ALL PROTECTED TREES MUST BE FLAGGED WITH COLORED VINYL TAPE WRAPPED AROUND THE MAIN TRUW AT A HEIGHT OF AT LEAST FOUR MET 60 A$ TO BE 4. \> v16115LE To WORI<ERS ON FOOT OR DRIVING EQUIPMENT AS PER CITY OF COPPIELL tf ORDINANCE. e qwz VOL 95263,,FEU6,,ROOT PRUNING s ROOT PRUNE ALL TREES WITHIN 15, OF NEW CONSTRLICTION. USE AN IRRICATION P TRENCHER SET AT jan DEPTH To TRENCH ACROSS THE ROOT AREA PARALLEL TO E THE EXTENT OF TI HE SIDEWALKS. MAINTAIN 6' CLEAR MIN, FROM TREE. z`Vr'ci%/ °', `f ' !. !1f 'r,'_�`i4 !.,a 'i/f�`f 'Jff4f/' ;f�f tff i,.y'rr,R1'f,JC'f,1 'rfJ1'f/,`,frf`/:',f t`ffF,t°'`t'/f /r' ff'f'f ;;'t`f r`frf ,f,%,yrf'` . f`ff `'fryf'ff ,, rff^/ 'jy'`1`fr/ fffyf ' o'fr/ r`/rf yyr,/f''r �fyf tt' t ,f' f,ry rr f' !/`rrf,fyYrf'` f/Jf/f l 'f✓fr,,{ff`t/ ` 'rC/°t' y';f./ r;,t',jr''f'f`r``;%*f "y' .,vr^r/,','°'`,`is /f f'f/'f!.r/ `'€'./ fri F,f t/y f' ` '' f'` ff rxi �,t,at,� rrff�i`o�3,`r Fr° f}`fF,;rt�'rfi r`;f'y s//.;s=`f`a y''k'ry=yte`''t fF / r ,,},fr'''': fit' sr/ , £%. '✓,�'``fJf3y` ' a,„`$' `' .'`, ` 'f '!33 ffk,,,r'°r' fF'>'e3`rr, 84 136(t / ”, A,' " ,, .11 / / -, / ./ / ye'154 06 di AP� J, 4/1" KPI PROTECTIVE 153 1'�&l 135 112 1 82 FENCING 156 ww NAW 105 101 & 155 /X, 147 0 A PROTECTED TREE (DESIGNATED "TO REMAIN't ON THE PLAN) MUST HAVE T 1/4. 132 (2104 83 PROTECTIVE FENCING WHICH COMPLETELY ENCLOSES THE DRIP LINE OF THE REE 157 146 109 183 r'a"6. : COPPEL UNTIL CONSTRUCTION is COMPLETEO AS PER CITY Of L ORDINANCE. FILL, SOUIPMENT, LIOUIPS, 106 109 107-- 84 IONSTRUCTION, NO EXCESS $OIL, ADDITIONAL 87 115 DURING C 148 145 85 PROTECTI A 114 -ACIFO INSIDE THE VE 15 RRIER y OR CONSTRUCTION OE15RIS MAY 15E P1 117 116 108 99 VEP FROM WITHIN THE 5ARRIER, CONTRACTOR 16 TO 6_ NOR MAY ANY SOIL 15S REMO 137 100 fie 97 DRIP LINE, MIN. HEIGHT 4 v- ;00" 158 149 96 F;R0vIpE TEMPORARY, CONTINUOUS FENCIWG AT TH. 95 W HOP kaj MET. F_ENcIW_j MATERIAL - REFER TO AFI=ENr.>IX IN T E CITY OF CO ELL v 159 408 143.. 113 163 122 131 3''rORDINANCE FOR SAMPLE PROTECTION MNCIWa OPTIONS, 120 118 VIT EAST A 50, 19 Ld 0 162 01 JRT Of EASEMENT w 28 /60 IN VtSrrl65 VOL 70251, PG, 3,56 188 AEk 1 W 165, 169 166 6 —129 1 5 124 Uj x /182 f 19 179 1 189 187 D, 'k-0 I r 231 17 I C) 14 AP% 172 190 < 1/Z /11 Z j 84 83 175 z 178 185 7, z ibjT zi 232 35 < 194 EASOMENT V / / / I A �l 7)7 2 0 191 V2 186 1 238 236 0 > 193fiN 216 238237 1 r q mnak, M6 ENGINEER,, .1A 217 2 ZWINGGI ENGINEERING/PLANNINGLI-C, 221 22 195 196 218 224 20 150 PARISH L4NE, 033-1 215 ;tl 4 //x 201 Mw 11 21 219 222 27 P.O. 5QX 1241 197 0 223 229 OWNERSHIP IN 200 01,111 ROANOKE, TEXAS 1(o2ro2 " N., AA 212 53 IB40-3130-0040 QUESTION 209 225 2 6 23P Z 6 4 POSSIBLE OWNER e, 228 FAX: 6I1-'B(o1-02'ZS e* & 1 202 207 MWAY U / / /, 199 / Wm-, ALEXANDER AU /;, RUTH 'o, ? 'f'208 Z 198 203 (Z VOL. 1913, PG, 132 206 51 46-491 Z b 50 15 D.R.D.Co.T. 204 5 1 16 9 8 6 40a5 SURVEYOR: 58-60 18 26- -26 —21 INC. 5 14 12 1 5EMpC0 SURVEYIN6 4 A 0 75 69 66 6 39 35 33 31 13 f9% 7 3206 SOUT 80 79 76 67 Cb H MAIN STREET Mf 4 L2 gAft)dE _j w \JOV 5:�2 44 23 20 19 1;� 17 ASPHALT 43 30 28 7 FT. WORTH, TEXAS 16110 \iV NW_ 58 64 U -42 BETHEL ROAD .511 32(o ------ w "I ASPH&T ROAD 39 FAX all -'326-151a T ROAD CONCRETE BRIDGE ASPH&T ROADm. ASPW& THE RESERVE VOL.98249, PG. 23 DALLAS COUNTY D.R.D.Co.jx. VOL. 91251, PG. 5059 TREE REMOVAL PLAN, III = 60'-0" TRF=I= MITIGATIONLAND SPECIES ITOTAL TRUNKS --I— TOTAL CAL. INCH PROTECTED TREES TO 15E REMOVED: 15=1501.5 DARC 3 21 NO 15=E3015 DARC 4 41 YES A gn C=(:;EDAAr--- Ile I92 YES C15=CHINAaERRY 1 54 YES CH=CHITTENWOOD 2 20 YES E=ELM 21 165 YES H=HACH15ERRY I 45 NO L =LOCUST I I YES M=MESOUITE I I NO M=MESQUITE 2 20 YES P= PECAN 25 320 YES PO =POST OAK I laro YES RO=RED OAK 3 28 YES TOTAL CALIPER INCHES TO MITIGATE = '06S )CONCRETE 0 FIRST BAPTIST CHURCH OF COQ PELL z VOL, 95167� PGK 5885 �44- > D.R.DCo.T. r7REE MITIGATION REQUIREMENTS Determination in Inches: INCHES (D5H) of TREE REMOVED 9(13 inches (05H) TIMES (x) I inch x III equals (=) lame Inches (D5H) GROSS RETR15UTION In INCHES (D5H) 136121 Inches (D5H) Determination in Dollars: CROSS RETR15UTION in INCHES (D5H) TIMES (x) *100DO equals (=) GROSS RETR15UTION in DOLLARS 61 lufffmy VMS a4d y :10 GROSS RETR15UTION 13(013 Inches (D5H) minus (-) PRESERVATION CREDIT: Tress Preserved on Site 3200 inches (DE3H) divided by Total Trees on Site 4166 Inches (D5H) equals (=) Preservation Percenta5ae 1(0.8 910 times (x) Gross Retribution 13(013 inches (D5H) equals PRESERVATION CREDIT -144 Inches (DBH) minus (-) LANDSCAPING CREDIT -0 inches (D5H) equals (=) NET RETR15UTION 225 inches (D5H) times (? ) *100-00 x *100-00 Zoquals(=) 22,500.00 NET RETR15UTION IN DOLLARS $ 22 0004, OWNER: MIRA MAR 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 16034 00 Se PRELIMINARY PLAT ALEXANDER COURT <cqv2w 5LOCK A LOT5 1-2ro EDWARD A. CROW SURVEY, A55TRACT NO. 301 J,W. ANDER50N SURVEY, A55TRACT NO. la 18.211 ACRE6 OF LANE) CITY OF COPPELL, DAL LA5 COUNTY, TEXAS BLOCK A., LOTS 1-26 Tree Removal Plan J ry L.LJ [_ (-) I < I < r y LENGTH M CHORD CV 1 28*42'21' Q Aj Q)* 4 'o Cv Ci 4� Original Scale : 1" = 60 0 80 60 f%O Graphic Scale in Feet LEGEND - LP.F IRON PIN FOUND @ SANITARY SEWER M.H. CENTERLINE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 28*42'21' 128' 32.75' 64.13' N 44*57'49"E 63.43' CV 2 49*06'07" 50' 22.84' 42.85' N 55*09'43"E 41.55' CV 3 11 *31'02" 150' 15.13' 25.36' N 85'28'18"E 30.10' CV 4 17*41'20" 200' 61.75' 61.75' N 82'23'09"E 81.50' CV 5 18*07'58" 225' 35.50' 71.20' N 82'57'49"E 70.91' CV 6 12*15'36" 375' 40.28' 80.24' N 04*06'42"W 80.69' CV 7 16'50'51" 275' 40.73 80.86' N 01'49'05"W 80.57' CV 8 11'10'03" 325' 31.77' 63.35' N 01*01'19" E 63.25' CV 9 926'26" 975' 80.51 160.65' S 83`15'41" E 160.47' CV 10 5*2943" 625' 30.00' 59.95' S 81'17'19" E 59.92' CV 11 59*45'28" 120' 68.94' 123.15' S 54*09'27" E 119.56' WATER VALVE COUNTRY ESTATES FIRE HYDRANT VOL. 92188, PG. 3639 POKER POLE D. R. D. Co., Tx. -E-E- OVERHEAD ELECTRIC 11 -SS -SS- SANITARY SEWER LINE 12 ♦ 10 I -7-7 113.61 22.58' I FDWARD A. CROW SURVEY ,4,13STi4,GT-7kKX.-30-1-- GRAND COVE ESTATES VOL. 94190, PG. 4358 D.R.D.Co.,Tx. 10 N 87-03'53" E 192.64 108.44' 36.5,V 69 25 47.66' ' 1 09- 3.iO' 48.29' S2 N 74.07'14" E 6 54.39 62 Z O� I 13 S 80*48'27" E �) P L - A (o 0.10, 134.66, K VICINITY MAP NOT TO SCALE 0) _Q 12 cl, .0 /JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO kJ1- 24.61' J.W. THWEATT VOL. 515, PG. 76 N D. R. D. Co. T. LEGAL DESCRIPTION BEING 18.506 acres of land located in the EDWARD A CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200600465947 at Deed Records of Dallas County, Texas, said 18.506 acres of land being more particulady described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod at the Southeast comer of said Alexander Tract being located by deed in the South boundary line of said ED/VARD A CROW SURVEY, and said Point of Beginning being located at the intersection of the eAsting West right-cf-way line of Denton Tap Road (a 100 foot wide public right-of- T1W -way at this point) with the existing North right-cfAvW line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.85 feet; THENCE along .said ,curve a distance of 36.85 feet to -a point in the said North right-ofAvay line and the South boundary line of said Alexander Tract; THENCE along the said North right -of way line of Bethel Road and the South boundary line of said 18.423 acre tract, the fbIlaNing: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Creek; THENCE along the said centerline of Grapevine Creek as fbilaNs; North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point, North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point; North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point; South 80 degrees 48 minutes 27 seconds East - 54.39 Ry,_4 to a point; North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; 4. W >, U. Wrin " degrees ew minutes 1-1 seconds Em - 139.29 Tea apoint; (0 �� l 12 SANITARY SEWER ZP 3: '13 Pz North 59 degrees 20 minutes 53 seconds East -186.60 feet to a point; MANHOLE 0) I -E 11 2 14 00 �1� 0 (0 15 North 87 degrees 03 minutes 53 seconds East - 19264 feet to a point; 3.63' 1- <1 13.� Z 1 0M16 South 69 degrees 25 minutes 09 seconds East -134.66 feet to a pant; Z Z A - Z South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; 17 20' tu South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; V(jL 25' SEWER SANITARY I 6 0 SA) EASEMENT 9 �/ �14 PG 92 VOL. 95203, PG. 2898 D.p.D C Air 00 Z .9 ..... > 0.,7-. .0 4V D.R.D.Co.j. South 49 degrees 27 minutes seconds East - 201.20 feet to the West fight -of -way line of DentonTap Road(a 120footWde right-of-way at this point); AD, Ar' "Oh, z 7- - Z THENCE along West right -of -my line of said Denton Tap Road as fbilaNS: Oq 00 SANITARY SEWER EASEMENT 0 South 00 degrees 39 minutes 30 seconds East - 217.01 feet a" a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; SANITARY SEWER TO BE ABANDONED BY THIS PLAT, LINE_ MANHOLE YEAR FLO South 06 degrees 22 minutes 08 seconds East- 100.50 feet to a point, said point bei ng 50.00 feet from the centerline of said Denton Tap Road; Nt AP?ROXIMATE 100, e 1 8 493.0 0 'T, 28' > - South 00 degrees 38 minutes 02 seconds East -108.14 feet along aline 50 feet West of and parallel to the centedine of said Denton Tap Road to point; 4V -4 493 0 vpo, SEWER -z4 South 00 degrees 31 minutes 52 seconds East- 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of SANITARY 30, C\J -MANHOLE - Z BEGINNING containing 18.506 acres or 806,128 square feet of land. 16.91' 0 C"I 22:775' LLJ Z yo LLJ (n 65.74 62.99' C:) W 4W 2-2-57' bc 82.78' R= 50' 'S 87*68'54.."E ....... .. < 19 oiz S 10: 4"It ?:*f. �X. .3 Z SURVEYOR CERTIFICATE A11 - I , - 4.98, (PIC"r T 31 S 87*58'54" E 128.74' co Co. 42. to Cd bl. 5 R xt- J 0 53.47 ,,9 AL '9 ZA�P ♦\ I - !tV11 11 (A I, Ta m.es W Ba rtlett, a R egi.s,tere.d P rofessio,nal Land S urveyor, do hereby certify L 7:5. < �s that I have prepared this plat from an actual on the ground survey of the land; .7:5 Cq-9 17 0 LIU 50' R.O.�W. r 'a 9 C and the monuments shown hereon were found and/or placed under my personal is I - hy > t3 K= 50' O�I�ENERAL TELEPHONE 63.3�/ 7 125.62' C� 10 supervision in accordance with the platting rules and regulations of the City of ♦4 0 V1 -1 � EASEMENT !-K .. ........ L'i tov a _5 11 4.4 Coppell, Texas. I .< .. .... QQIQ: ..... D.R.b Co T . / I "� P-4 VOL. 70251, PG. 356' ro ;61 -7 ry CL F- N 87*5 54 W /2 I.P.F. 25' R=225 4 C, 56 R= '58'54" W 15' B.L. .38' U) 14. F87 '_9 R.C.W. _�SEMENT 14.30' 19" as L�I JAMESW.BARTLETT Lii - 69.4 H - I _.!!� ---------------------------------------- llzt� C) 14 SEGA S� E N -T LU 26.32' 2 36 * �D 11, C_ _ 0 Registered Professional Land Surveyor Na. 1897 coo -C, o1 Z TQ 0 > 0). 3 N t 0. 2 n I? E 0 ILO n; N 821.38,09. 4 tQ S,,32*35'34" W Cn < CD it 00 12.31' b*4 " E *21.88' '11.1 F497.01 0 0q. Cl- ;7 0 82-07' N _t - Z C4 S 86�,,,29'11" W 152.00' ....... (87) ;7 -23 0 113) 4 C.. -2 BB N�89*29'11" E 150.OV 0) S I*C. ` 20' SEWER SANITARY '50 SHO ll ...... �.53A EASEMENT 0 0 4- VOL. 93215, PG. 8992 MANHOLE 06' D.R.D.Co.j. ...... 23' V SANITAAFt)( > MANHOLE 6 1 - 0.725 AC. b cq IL-10. _ ;�O 3046 (A C6 C*4 > CP OW 1�-'_�_-,,�,, , , 1 1-110. 3:1, e I.P.F. I 1�3, 'A' C*4 ZZ D n 1-0, 0 (o 85 20 2 oo 83 48* (N 7ma 01 OD ---------- Z Z Cn .18.50' 0 (SURVEYED) 1�6 1b 43 f �___ '46' C11 15� . ..... 0,\ 00 N 8929'11" W 00 to UJ \4J %, M < Z S 8929'11" W 150.00' E 152.00' D .c 0. VD ^0 22♦ -0 %K Cv L: SANITARY SEWER498 0 A 5' MAINTENANCE 4 (n a: MIRA MAR DEV. CORP. MANHOLE c-, 1497.0 EASEMENT 0 r,� 10' GJNERAL TELEPHONE 5' MAINTENANCE 100 .46' EASEMENT to e) J 110 > I[ C� 30' B.L. I �� VOL. 0251, PG. 356 17.39' �5' VOL. ir I EASEMENT... 20' B.L. .......... DOC. 200600465952 5/ T-5 E D.R.D.Co.,Tx. I CO SIGHT 2 Z;h ==71/ R.D.Co.,T. LA A3 0� \ 2.61 A� 6 EASEMENT SIGHT T-9 781 2! 30' B.L. /`�" .1�1 T-8 6 MEN T.-. 12 or _E�S - T 71.84 60.00'� : T-11 T710' 19.30'.-** 15! B.L. U 15' B L :,,-- ---- , . - . 1 -4 20' B.L. �� \ -* 42 73' .- . - I 19.80 - . . - 1 49- s� _ P 26X �E 210.13' UNOERGROUND 89.12' to t- oo -A- - ONE 00 T�V4 I - � 1. T-7 AWER J _00,_ M 26. C11 LIFT STATION -ign 1 .00' 26. 0- T 31 W lon-1 GRATE P. 0. B. ASPHAI.T SS 200.58' 70.92' 1\-1/2" I.P.E. Ix -og' 420.29 1 INLET 0 Irk, SS ss- ss- sms SS- ss- ss- ss-T^J SS $8 ss- ss- ss- ss- ss- SS__ ss- ss- SS- SS- ss- ss-_ ss- S 89'29)"1"! W 628.32' PROPOSED BACK OF cu V-1 ss- SANITARY SEWER 1/2 I.P.F. 4i� ss -ss -ss ss-�-- ss- MANHOLE fli ss-Iss- -SS-SS-SS A CONCRETE WALL SANITARY SEWER MANHOLE t _:��NUWT_ilr_ vmQCT �79 TANGENT TABLE ASPHALT ROAD __0 _ZP� �TRW ASPHALT ROAD -rONCRETE BRIDGE 0�: W POWER POLE INLET No. Bearing Dist. MARKER E _0 -E ==E__ 4-- 0 T-15 N- 44*26'21 E 35.28' E -E U-) WATER Revised 0 VALVES T-16 S 00'31'52" E 43.19' CONCRETE P&Z 7 - FIRST BAPTIST CHURCH OF COPPELL 0.147 ACRE RIGHT-OF-WAY CV 12 IC PRELIMINARY PLAT CONCRETE VOL. 95167, PG. 5885 FDEDICA11ON PER THIS PLAT d I DELTA-01*50'33" THE RESERVE VOL.98249, PG. 23 DALLAS COUNTY D. R. D. Co., Tx. VOL. 91251, PG. 5059 D. R. D. Co., Tx. NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/floodploin 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 pp.tenticil erosion by the ownera. No fences will be allowed in the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Floodplain Ordinance. D.R.D.Co.T. SANITARY SEWER RADUIS-1145.92' -01 MANHOLE -rAmrcT-40 AZ' SUMMIT AT THE SPRINGS No. VOL. 97023, PG. 3493 No. AREA D. R. D. Co., Tx. LOT 1 X = 3','741 S.F.LOT 0.268 AC. 1 1 4 = 44,281 1, S. I F. LOT 1 = LOTS LESS THAN 85' WIDE AS A PD CONDITION LOT 6 - 79.99' LOT 18 - 82.26' LOT 7 - 79.99' LOT 19 - 81.9 1 LOT 11 - 154,13' LOT 20 - 79.96.' LOT 15 - 84.52' LOT 21 - 81.99' LOT 17 - 83.54' LOT 22 - 78.13' J.H. SIMMONS SURVEY ABSTRACT NO. 1296 LOT No. AREA LOT No. AREA 16.534 AC. LOT 1 X = 3','741 S.F.LOT 0.268 AC. 1 1 4 = 44,281 1, S. I F. LOT 1 = 15,137 S.F.- LOT 15 = 44,791 S.F. LOT 2 = 12,850 S.F. LOT 16 = 41,415 S.F. LOT 3 = 14,723 S.F. LOT 17 3,6,788 S.F. LOT 4 = 14,375 S.F. LOT 18 = 34,397 S.F. LOT 5 = 18,163 S.F. LOT 19 = 15,038 S.F. LOT- 6 = 16,141 S * F. LOT 20 = 16,520, S.F.- LOT 7 = 32,301 S.F. LOT 21 12,023 S.F. LOT 8 = 75,079 S.F. LOT 22 15,565 S.F. LOT 9 = 44,770, S.F. LOT -23 = 14,9_85 S.F. LOT 10 = 40$007 S.F. LOT 24 = 14,113 S.F. LOT 11 = 36,441 S.F. LOT 25 = 12,632 S.F. LOT 12 = 38,796 S.F. LOT 26 = 14,439 S.F. LOT 13 = 44,094 S.F. LOT 26X =- 7,938 S.F. LENGTH -36.84' -V( -, CHORD -N 89*37'16" W 36.85' TOTAL 26 AREA LOTS 18.506 AC. BLOCK A, LOTS 1 -26 16.534 AC. 'Y' LOTS 0.268 AC. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 STREET R.O.W. 1.557 AC. J.W. ANDERSON SURVEY, ABSTRACT NO. 18 R.O.W. DEDICATION 0.147 AC. 18.506 ACRES OF LAND MIN. FF ELEVS. CITY OF COPPELL, DALLAS COUNTY, TEXAS 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.) JANUARY 30, 2007 SURVEYOR SEMPCO, SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 ENGINEER OWNER ZWINGGI ENGINEERING/PLANNING,LLC MIRA MAR DEVELOPMENT CORP. 150 PARISH LANE, #337 6003 SUNDERLAND DRIVE P.O.'BOX 1247 COLLEYVILLE, TEXAS 76034 ROANOKE, TEXAS 76262 817-329-1792 940-390-0040 FAX: 817-329-1792 FAX: 817-961-0299 2006 PD -220 -SF -12 W DELTA C!' D 00 r - (J) CHORD BEARING z� O Z cory Lt_) � I Q V ! N m w ! w! c� M Original Scale : l " = 60 0 30 60 120 Graphic Scale in Feet - LEGEND LP.F IRON PIN FOUND SANITARY SEWER M.H. CENTERLINE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 28"4221' 128' 32.75' 64.13' N 44'57'49"E 63.43' CV 2 49'06'07" 50' 22.84' 42.85' N 55'09'43"E 41.55' CV 3 11'31'02" 150' 15.13' 25.36' N 85'28'18"E 30,10' CV 4 17'41'20" 200' 61.75' 61.75' N 82'23'09"E 81.50' CV 5 18'07'58" 225' 35.50' 71.20' N 82'57'49"E 70.91' CV 6 12'15'36" 375' 40.28' 80.24' N 04'06'42"W 80.69' CV 7 16'5051 " 275' 40.73 80.86' N 01 `49'05"W 80:57' CV 8 11 "10'03" 325' 31.77' 63.35' N 01'01'19" E 63.25' CV 9 9'26'26" 975' 80.51 160.65' S 83'15'41" E 160.47' CV 10 5'29'43" 625' 30.00' 59.95' S 81'17'19" E 59.92' CV 11 5945'28" 120' 68.94' 123.15' S 54'09'27" E 119.56' 9 1 ! ! 60 E. 95 ARD A. CROW 4 _ TRACT NO. 301 GRAND COVE ESTATES VOL. 94190, PG. 4358 D. R.D.Co.,Tx. ZONED -SF -12 10 N 7-03'53" E 192.64' 47.66' 108.44' 36.54' s �6 9 -2s,09' F •ra Sg _ tit o j>'-" t� LEGAL DESCRIPTION BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas ghK f County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200600465947 at Deed 0 BROOK Records of Dallas County, Texas, said 18,506 acres of land being more particularly described by metes and bounds as follows: z w SITE BEGINNING at a 112 inch iron rod at the Southeast comer of said Alexander Tract, being located by deed in the South boundary line of said EDWARD A. CROW A LOCATION SURVEY, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right -of- way at this point) with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.85 feet; THENCE along said.curve a distance of 36,85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said.North right-of-way line of Bethel Road and the South boundary line of said 18.423 acre tract, the following: BETHEL South 89 degrees 27 minutes 28 seconds West- 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Creek; VICINITY MAP THENCE along the said centerline of Grapevine Creek as follows; NOT TO SCALE North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point; North 48 degrees 20 minutes 52 seconds West -126.81 feet to a point; 1 Q ; �/H I - WATER VALUE COUNTRY ESTATES TE��' ` 10 I 'b .1g s6 l\ North 16 degrees 19 minutes 59 seconds West- 71.49 feet to a point; o' { \ •2� GRAPEVINE REEK s \ \ Q� FIRE HYDRANT VOL... 92188, . P G. 3639 \ { � �°' k.; � Q `\ 12 \ North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point; rV 1:4POWER POLE D, R. D. Co.,Tx. { �� ,6',s6'� ` \ CJ ��/ / ( \ 01b_ \ } North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; v Q' �Q { { { -E-E- OVERHEAD ELECTRIC ZONED -SF -12 1 1 \ 139 •?9�» E F \\ //JOSEPH C. TH WEATT North 61 degrees 22 minutes 34 seconds East -175.66 feet to a point; -SS-SS- SANITARY SEWER LINE N 77•gg / `v '•. � \Y/ ESTATE South 80 degrees 48 minutes 27 seconds. East -54.39 feet to a point; 22.58' DEFINED IN DEED TO North 74 degrees 07 minutes 14 seconds East -48.28 feet to a point; 0 { 12 24.61 °,�` J.W. THWEATT North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; VOL. 515, PG. 76 I t ` 3.10' O D. R. D. Co. T. North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; 48.29' q „ cr { North 77 degrees 49 minutes 11 seconds East -139,29 feet to a point; N 74•07'14" E g� ZONED -COMMERICAL { 54.39' 2 �' 2 ° = o ( { North 59 degrees 20 minutes 53 seconds East -186.60 feet to a point; 6 { 1 S 80'48' 27" E r` &9 BLOC, `� 1 L° (o �' g0o )S Q9. North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point; w + �r { / s " 12 to w 0�, `' Q South 69 degrees 25 minutes 09 seconds East -134.66 feet to a point; SANITARY SEWER 1 3 d ! ��TT 1 1 MANHOLE �` I South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; 15 o w 15 L� \� 0$ 3'63' 2 �' may® - P 'o N' _u !! ! r'O/ { South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; CIS 9 z ' - _ o z o 17! ! ?`�� , 16 South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide right-of-way at this point); \\ \ 20' SE _ !�, ! { { THENCE along the West right-of-way line of said Denton Tap Road as follows: vOC.h' SANIT - I / 25' SEWER SANITARY { `� , �,.. , 680?g ,P ARY E ~' ` - m..- % ! EASEMENT { South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; ^^ y\\ tion 2, p ME ` o`o /� / VOL. 95203, PG. 2898 .9 9- __ _ - ` , Co,, r RR.D.Co.,T, .. f South 06 degrees 22 minutes 08 seconds East -100.50 feet to a point, said point being 50.00 feet from the centerline of said Denton Tap Road; .O{° { j0`\1/ '' South 00 degrees 38 minutes 02 seconds East -108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a point; \ South 00 degrees 31 minutes 52 seconds East -43.19 feet along aline 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of SANITARY SEWER EASEMENT v V '' ! / I "' `"- BEGINNING, containing 18.506 acres or 806.128 square feet of land. w { TO BE ABANDONED BY THIS -PLAT. `y��v �- ' SEAR FLO ROPOSED ZONI G -PD -SF -12 ! ! ? { D F U { vyv vv �� AROXI T E 100 493.0 493.0 _ _� -_� w� r::# f, ,� �� \ � \ v o \- 4 9i -. r . - � _-.s ..., - - 493.0 x$•28 5 fg. ,�. - -- �49~ 3.0 _ `B.L. _. 4_.9_...3.__0 Q ! j�-._-__ ` •' %� o 28' I- ! SURVEYOR CERTIFICATEm�� SANITARY SEWERN a 41 MANHOLE , z 1, James W Bartlett, a Registered Professional Land Surveyor, do hereby certify Z { \ '\ rl, .16.91 4 / / a -,c w that I have prepared this plat from an actual on the ground survey of the land; ` r P (68 81) : 22.75'..., .o `' -i t' `. w .t { � ,• � o -•.,,. , �_ c>; ! / ..�� .,1,, � � and the monuments shown hereon were found and/or placed under my personal :...,,. q �. l y Q 65.74 ! F, i.; O, w supervision 1n accordance with the platting rules and regulations of the City of 28 62.99 ! S '� / w o \ \S 4) - 62 8 0 P i 1`1 - _ t \ F 33.2 _„ 82.78 2z.5 l s4 / 492.0 �, C o p p e 11, Texas , R_250 S 87 58 54 E 7 ) ; .,! t /q D �. , �I I p 19.10' y? _.. 20 y ; „ o = = 61. p5 : J �c, / �� / I in a i • '>A2 E Q V �T-- S 8T58'S4". E 128.74 03,...:., .. 34:98' i / ? w ( c :� ` w z Q `Y \ \ �� 494.0 34.93' 7332. N C 5 E IT - m: - _. .3.._ R` 4z ! �? PS S / Shy i f=zw ;� { o o ----------- ---------------------------- \ \ 2 53.47 N CV o , w N • c,.o -- ---__ ,_ A ,' .�r� �6""�►. g6 • , a 2 . ? �� R F z N m �, b cn 3 AVING,... •'_ ,n: CV --, _ �Ei N N f S sJ _... / 5 <<. < I �- \ , LLj\ \ \ R=1 R 1 .- ce 9 �%�"' "" - 6 SP /� , MW { 3 ReMiste ed Prof ssE nal Land Surve or No. 1897 CO �z \ 1i __ . R=200 �9 : 50' R.O_' ''w+ 6,l ®v> r ( ►,.+-� NOTES- \ \ >x`" �,Ig �L „ W 63 30':; \ o o R= 50' CV-� �UR �) 10% GENERAL TELEPHONE C0 -'. N o, /, _-�' '`--- ?0 7' ✓ ' ' ,.. EASEMENT 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: \\ Cv .3 ., GV 4 g0 5 1332 -- 'f'��•,. q / 125;62' FH �� / VOL. 70251 PG. 356 II Lv 9 `� z `L0 0...... 1- t-- d' \\ \ \\ \ s� , 5' F U, 6a'8 -r" s `4 �i -_ .. 1 30.91 , \ 1 .o-. A. DELETION OF ALLEYS X22 f N 8T58'S4' W 4 ;*� N 8T58'S4".. W .. rF� Rag , '.. p D.R.D.Co.,T..t: !I ry p t t_ sty. \ \ 496 0 \\ 1 v 56 25 R 6-g-,8�� r'` 14.44' _ �_,.. 14.30' 15 B.L. ,. 65.38 5 Gey\ °r 1 • ' ` 2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS. tLl { St \ L� \ Oj!i n,0 gg.46 ` BL SIGHT 5 SIGHT 25.32. '�s 24_ Q m (� [n $, \ •� \ 525.36 1. w "" . t., o a cr cr. 1 t{!!!� N Q ( { /2��, \ \ nj ,`i`l --� O EASE ENT M W,' EASEMENT O o - . R . N o �_.: 7� �ea s a9-= .zt' � WI FF E EVS 0 6c5' `S�'' N 82• ' „ \ \ f GJ, . " , „ 10. 'i' w ;,� d ! �,�mr o+, I N' �" 3 (2'fl' FOOTABOVE100 YR. FLOOD ELEV.) � 498.0 �i. J d- rz w �, 38 os a n { > ,► `,92.0 W 278. \ N s ;3� 2 35 34 w 49"7.0 _ < (D 0 Z 9sr ?3 i, \ \ �•' . 2 N 11 12.31' a 1s v pe h (11.66) 121.88 z Q p Y a u, o o ' " >„ 3 W N 82'07'g2" pflo 4. REQUESTED VARIANCES TO THE ZONING ORDINANCE: N N \ `'--- o. ` i� % „ „ _ 0' z 4" j 3 87') 11', A. MINIMUM FRONT AND REAR BUILDING LINES SHALL BE z \ a �� 1 �. a? S 89;29 11 W 152.00 N 89-29'11 E 150.Uv p t a { \ ??3) L - o _,...2 86 .00 SEWER SANITARY I J t yy F- \ o.' s -' S0 0 ' " 3.53' _.,, 1� 2 3 .r , 4 ' / EASEMENT 111 TELEPHONEAS INDICATED ON THE INDIVIDUAL LOTS l 1 I O { \ G o\ o" , ` `.;h� ' w'� V 93215, PG. 8992 tis MANHOLE { 5. NO BUILDING PERMITS SHALL BE ISSUED FOR LOTS 7 THROUGH 19 \ \ r o , oo :' „ ,, 09 ENHANCED cb _ 23' UNTIL. A: LOMA OR A LOMB IS RECEIVED, AND THESE LOTS ARE REFLATTED TO INDICATE ' P �1�,06 Ap. yD.R.D.Co.,T.�\ , ENHANCED - s'' PAVING THE REVISED FLOOD PLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILEDUNTIL THE REVISION PAVING ) 50:0' \ a' _.._ 0 o N DD__, .,. . ,.1p •............. TO THE FLOOD 'PLAIN "LINE IS APPROVAL BY FEMA AS PRESCRIBED HEREIN. o \ �.. �� 4g f : m In, !yam r` a N M .10 v . .. �� , C?� \' J " E _ O N,"j,, r :1>. M d O _ 5 M S ti c� SANtTARf,SENERIILil 7\ 9 \ 4ti o d' o ro L ifl gyp' " . \ 2 Q MANH s ro ° y \ o, �8. 83 °C << •- o 48.83 \ • ; \ U { j { 6. THE ALEXANDER COURT HOMEOWNERS ASSOCATION (HOA) IS OBLIGATED FOR THE PERPETUAL MAINTENANCE OF ALL COMMON . � a 9� s \ z . I 1 AREAS WITHIN THE X LOT BOUNDARIES, WHICH INCLUDES A " { \ 496.'0 co 3 I o 18.50 N 1g . �z1Z d cy Q , ALL LANDSCAPING AND STRUCTURAL FEATURES. THE X LOT \��.'� , rya 15:46' o ' ' �� y. \ A,� Z Z W -i . `- AREA IS THAT WHICH LIES BETWEEN THE DEDICATED PERIMETER BOUNTARY AND THE CENTERLINE OF THE PERIMETER ROCK WALL, \ x':. t N - w „ 152:00' z 5',; 4 \ SR\ F a v, m 0600 1 0 �,\ (7g9- w S 89 2911 W 150.00 N 89 2911 E ti 2 t�0, \ �\ W i r� AS MATHEMATICALLY DEFINED ON THE PLAT. EACH HOA MEMBER IS REQUIRED TO PAY AN ANNUAL DUES ASSESSMENT r� v \'` '` >it o _ y ryq\ s'-\ ''I I 0 p OF $500 BY JAN. 15 FOR THIS PURPOSE, \\ 497 0 :o t 498.{}5 ,n Q "o. L 2 \ F`\�LANDSCAPE I { co oma\ �� l t f , , ��. SANITARY SEWER \ a \ g p �, - r a 5' MAINTENANCE � F.p \\ rA\ WALL { 1 � 7. HOA MAINTENANCE MAY REQUIRE AGESS TO THE INTERIOR SIDE OF THE PERIMETER ROCK WALL. RESIDENTS ALONG THAT { MANHOLE, ,,A \ p t st°. ,; ,gyp . , ... _ o -' o ,.� .. ,..,..; -76 "''- EASEM,ENT ',., - F \ Tt \ { 1 PERIMETER MUST ACKNOWLEDGE EXISTENCE F "X" MIR MAR DEV. CORP. \ 1 s"t 5 MAINTENANCE ,n h [--1 oD o `so, 9S \ 62,\ , EN E O A 5 FOOT WIDE ACCESS EASEMENT, OUTSIDE THE X LOT AND ON PRIVATE (� 1 rn F I. V t EASEMENT.... �. M '�} > N R.L. 2. 1 '� \ \ , . : - ( lid > II 30 F 25, P ICH EXTENDS PARALLEL TO WALL, ON THE SOUTH AND EAST PERIMETER. DOC. 200600465952 \ - Vn t, Nt - , 1 . w ' ."� 1 SIGHT �� ', o LANDSCAPE. _ <p _ :. - .:,, - "_� 20' B.L ` �'� \ 2 BL / { .ARA THE L SO TfR t = a LANDSCAPE EASEMENT ;'-SI HT WALL 4` ` s '' - ' - � _s- _ = - - - � WATER ( 8. LOTS 19 AND 20 HAVE A SANITARY SEWER, WHICH GENERALLY RUNS WEST OF AND PARALLEL TO THE ROCK WALL. THE REAR D. R. D. Co., TX. .- -' r" t o`. 30 B L. % ; .a WALL �, ` �. _ _ _ - - Z _ _ _ _ VALVES \ S MENT _ .... 5 \ \ LINE SHOWN IS WEST LIMIT O T ,.- .,,.. B.L. { T F HE SEWER EASEMENT AND AS DIMENSIONED, IS 5 WEST -0F THE SEWER LINE. ALL LOT 20' B.L. Z t t 15' B.L. M M = 15� - ti uNDEacRouNo OWNERS, IN PERPETUITY, MUST GRANT THE CITY ALL NECESSARY ACCESS ON AND ACROSS THEIR - .,� �- - - • • �, t •-1 - .� - _ X ?` N 89'25'09" . E 210,13' LOT, TO REACH THIS { ER - - - - - - - �- .,o „ 222.76 aEtEF'"o"E EASEMENT AS MAY BE REQUIRED, TO MAINTAIN O REPAIR -' -\- - - - - - - --_X___sl °° 'i'� ' N 84 57 06 E 9. 7 W CV 12 MARKER . Q s R THE SEWER. THE CITY IS NOT RESPONSIBLE FOR DAMAGES TO ASPHALT LIFT STATION \ _...... ANY SURFACE IMPROVEMENTS, LOCATED WITHIN THE EASEMENT, OCCASIONED DURING REQUIRED ACCESS FOR MAINTENANCE [_� - _ -.-. , , G .,. _ _ ., ., . _ ry,.. 1 J Exist 9 ll.o w ., . • ATE INLETT EI P.O.'B O.B. OR `REPAIR. ss- ss- sc- ee- ea se- n- ss- ss_�"r�s� ss- ss- ss- st- ss- ss- ss- s� , u 5 g9 2 g 1 1 W 6 2.�. J 2 PanPnCFn R arK (1P CURB i, TELEPHONE PROPOSEd SACK OF CURB t� • ... HOoI cD SANITARY SEWER 1 __ a.vmn,uc aria. _ �.. .- _ _ _ _ vSAN Y ZI7Cil - SAN TARP SEWFJt _ a- - - - '- - SANITARY SEWER _ _ _ �p r --- - j .R OAD MHg1 MANRq E -_� AZ NGEN? -BERf3�rHASPHAL- _ � MANH612 ' ASPFiAI_T ROAD • - . ASPI�AIT ROAD POWER POLE r CONCREMp ' - - , Ste- �,_.... E--�- E:: - E - E. - E �--- E. �E --'LIE. - -.F.' E �.-- :, 'WATER � 6.! LET No. e _ - - - -- T 1- N 4.4`2 VALVES T 2 S 00'31 - - -�-- c°NCRNHANCEb FIRST BAPTIST CHURCH OF COPPELL o PAVING 0.147 ACRE RIGHT-OF-WAY SA"'MANHOL ! CV 12 ! { DEDICATION PER THIS PLAT ® (` ! DELTA -01'50'33" D. R. D. Co. T. { RADUIS-1145.92' TANGET-18.43' LENGTH -36.84' THE RESERVEI H w a { ZONED -PD 108 LI CHORD -N 89'37'16° I SUMMIT AT THE SPRINGS I � � VOL.98249, PG. 23 DALLAS COUNTY VOL 97023; PG. 3493 c> D.R.D.Co.,Tx. VOL. 91251, PG. 5059 ! D.R.D.Co.,Tx. ZONED -PD 108R25 SF -9 ! ! D.R.D.CO.,Tx. ZONED -PD 108R SF -9 -NOTE: J.H. SIMMONS SURVEY I will not have responsibility for maintenance of the n The City of Coppet 1 h p +v ABSTRACT NO. 1296 #loodway/floodplain area as shown hereon. The maintenance for these areas shalt 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. LOTS LESS THAN 85' WIDE AS A PD CONDITION No 'fences will be allowed 'in the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Floodplain Ordinance. LOT 6 - 79.99' LOT 18 - 82.26' LOT 7 - 79.99' LOT 19 - 81.91' LOT '1'1 - 84.13' LOT 20 - 79.96' LOT 15 - 84.52' LOT 21 - 81.99' LOT 17 - 83.54' LOT 22 - 78.13' LOT No. AREA LOT No. AREA LOT 1 X _ 3,658 S.F. LOT 14 = 44,28 1 S.F. LOT 1 = 15,137 S.F. LOT 15 = 44,791 S.F. LOT 2 = 129850 S.F. LOT 16 = 41,415 S.F. LOT 3 = 14,723 S.F. LOT 17 = 369788 S.F. LOT 4 = 14,375 S.F. LOT 18 = 34,397 S.F. LOT 5 = 18,163 S.F. LOT 19 = 15,038 S.F. LOT 6 = 16,141 S.F. LOT 20 = 16,520 S.F. LOT 7 = 32,301 S.F. LOT 21 = 12,023 S.F. `LOT 8 = 75,079 S.F. LOT 22 = 15,565 S.F. LOT "9 = 44,770 S.F. LOT 23 = 14,985 ' S.F. LOT 10 = 40, 0 7 S.F. LOT 24 = 14,113 S.F. LOT 11 = 36,441 S.F. LOT 25 = 12,632 S.F. LOT 12 = 38,796 S.F. LOT 26 = 14,439 S.F. LOT 13 ` = 44,094 S.F. LOT 26X = 7,938 S.F. SURVEYOR ENGINEER SEMPCO SURVEYING, INC. ZWINGGI ENGINEERING/PLANNING,LLC 3208 SOUTH MAIN STREET 150 PARISH LANE, #337 FT. WORTH, TEXAS 76110 P.O. BOX 1`247 817-926-7876 ROANOKE, TEXAS 76262 FAX: 817-926-7878 940-390-0040 FAX: 817-961-0299 nuts Dist.Q E 35.28' 43.19' ' v ZGNIN G EXHIBIT/D.E -ILR LAN 36,85' v f BLOCK A, LOTS 1--26 E'DWAR'D A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LA'ND CITY OF COPPELL,, DALLAS COUNTY, TEXAS JANUARY 30, 2007 OWNER MCRA MAR DEVELOPMENT CORP. PD -220 -SF -12 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 817-329-1792 Sernpco Surveying Inc. FAX: 817-329-1792 19nk S MAIN CT PART WnPM W 7R11n-d97R 2006 z 0 0 � Ld Q <c qAj c() - C i COUNTRY ESTAIES ` �� n Ca°^ VOL. 92188, PG. 3639 \ D.R.D.Co,,Tx. \ 1 ZONED -SF -12 \ �1 w � 12 ,o 48.29' g2 E N 7 4'07' 14" E jS 80',48'27" E a , (tE 139.29' „ E N .7-7-49111 A GRAND COVE ESTATES VOL. 94190, ' PG. 4358 D. R. D.Co.,Tx. ZONED -SF -12 N 87'03'53" E 192.64' GRAPE SANITARY MA14HOLEWER b,..r 4 TFALL \� �.��` \\ EXIST. 12" SEWER LINE & EASEMENT°a , �' '' HEADWALL \ `r �� ^~ \�`` ;t0 BE ABANDONED, EXIST. MH'S TO '�-`�-_20 13E, REMOVED AND ENDS PI:UGGED. ' ''�� OC- �EBp'~- 4c, !t-. - \`\\ \ .i�`C' 1.4 4 i•'�•' yi fir. SAMTARY SEWER T S 69:2 S 091, fi 13 E CREED ss' i T{7. BE ABANDONED AC `r?LAT. \`\\; \\\ y �¢ 'j�0 D j INE s ? }PQ s ! Ii''' a" -� :�i`" .. "� _- " `G1w�' tt !;,'alt r jI11� j \,, .-' qa YEAR -� _ \ ��a=� _ '` ` t it APPROXIMATE-• ^ � �\ •' . ••- --. ✓ '. `\ .w�' r7 mom- ~^^` ^ rn OROP--8" to SDR -35 YC SEWER UNE . _,.j {� CO • .z rt\ \ ?.. , - G"e _. _ \ r t! S Jflsd3 5EriER IL i r t (� .. -'^. \*♦�\ \ ;:?�, j \ % .o .e.,--._.--":.�:. � ��•�- - 30' \". .. C2 t tt / �`♦T"t MANH(�E`�fiyl.. ,1 N L I � per `` � \ _ _`"' ,..- _,...-- ,, - "•_ - ^- - ,� . , `1� -^•.� ,•, I11 E > t \"' '� \�♦;\\ ~\ §� r f -- r , •- \ ^--\ '`�.•-... � �� t tit ,\�'•i'ifl-� � Ct_1 cp 'gyp PROP. _.ST M WATER LI 0__ - r - d`, \`�t,• 30 - _-N - _ 9- � ti _ '------- - , t 1 ttlu r to.tt 'U '�,::, \X` \';{ f. - /gym R` ; . Lst3f ^TMS-+ _ _ y i' t` / i' /_ 1 t(ri Q y i_ J p'�y♦1 o. ' �..� \`♦`\ \ _,.•...,•"•.. ,. tgj i✓ �`�'-._""" j "' �` ALE, ``�`�..°.""- / 'ext4� ` / ,f li° (•�•y LO �, r' - -• 1 ;.„-y yi �� '.t '�`? f ,.. .{�,t N r't T•, � .,... � -.^,�� ' t'! t \\ts...♦\ �µ��:: / �♦ / : t p 1 IIII i j Www( z-- \ i \ \\ :'\ �,."`-.� " „ - '� •' .,. w1. f ` - ^+.�^",.....�..., ..e J} v \ 4 ! �" / t1 I till � LL.I �� u , f�C, ,. vw A � � 4'�-' �M,....x - k..._t ._ //� �,.. - A.�.a .. ,. ' "• v .'"�tl 'r! r � " �G�I' /" � , -® • - � , .- A .♦ ,-'"'" �}�'� �/ ► '" -.. � `'\ � / f f 1 I „ LANDSCAPE i CC1 �' , a r f Z ` - ---a� ♦ 1 __':., _ . MM co Uin °~. 1 Q' GENERAL ELEPHOPIE jR .•.• t1 , `♦♦ A. ! .r„„,�"" \ ♦ ! "r "- ..� �+.:..." ..INLET �♦ `� ' /A I Anis ...•WALL (j ,l 4 , \ `\♦ / c\jrte^ • O \. _ _ \ ♦ /\EASEM --------- L. ♦`�. \ ,'''/VOL. 713251 P 3561 I 4.. j ♦♦ \ — I- ` \ `\ .' ; ---A~Ld i5,-�__ ~ ' ` _ _ v, \ >. b�Co., 1 j iifill ,. / OR '� , ..? i, tt 4 \`.T; \ ! J y,^`" ��_.•---- � � , j , � B.L.- '\ 4,\ �� / i \\ ,ria'\ I r, ' O LT_ ..[� `,d"� \. \ t lr L• SITE f 1 t s SITE I , Q lI3 V• x x, r l �• ♦ 1 --A~~® 1 v - f ti T, ,, , W 5t ,tau ) , ' \ t r 15 t,. i '� - _\ s + a \ _ PREP $`I 5 PVC S E N£ C i , r { \ t 1 EASEMENT t r W, t t EASEMF�NT r' p ! : - - r , • ts; , e J I' I , C, `V a -� (� 6 S�. - \ , t T i..... \ r i \� \ t x. 11 N O _f '4- IWL' Lij �j ) INLET t J 1 r ti , r31 Q �� t .` t ' PROP. 8" PVG WATER iNE ' t_ t PROP. PVC WATER LINE , t I s r _ .1 r 1 / i i ` t" ? '� i I s\ r\ ti r '20' SEWER SANITARY ' _� TELEPHONE j n 1 G' °�yJr'\ + EASEMENT ' i �, , r ; �.... ,) j ! ° i t i ' t> `\ \ f VbL. 93215, PG. 8992 til it MANHOLE 0 J w Z , o, ' , f ! x ►y . PtOP. 8" PVC WATER UNE \` '��' .\ L « e �• � S''eS t; ! , bf 'r f, � i � , t i . , m �� t D.R«D.Co.,T. �•. \,�re'�/. ,' PROP SDR -35 PVC SEWER LINE t t t, T I _ `, ",. ,, '° ' W . � ,, ;1 , \ '* ,: % E" t 1 1 `' ` .. ' \ ' SANITARY SEK t ' R •'`.\ \ `r s` i , 1 e� O "" t., w `-„,;..• ” ��, I , t� \ �I O I ! } r M O• , 'X 1 1 n , ,�� , ♦ r 1 it M ! t 1 � ••^- ,.\\ \ ,•r `� \ i + 11 _ _ Y-1 ROP, 8 . _PVC WATER lME it j 1 I ♦ �\ - --- 25� g.� . \.r \ '\ i i QO DO is dt f `5'$L. - 1 \ `�\ 1� ; 'u O �� 1 �:,� Sat1,TARY SEWER ", 0, ` ` t t\ ; ; '- � N f gs F} t Vi s , ,a , 'tl LANDSCAPE MANHOLE .� , I r „ ', C , } 1 `5 •, Y ` S,$. \ "ti \ I It" rl .. WALL MIR MAR DEVELOPMENT___11-4 _ t �.�. \ f / xs \ 30' _- - - \ \ `"* 40' B.L. I fI ^YJ' _ ... L IIt DOC. 20060©4 659x2 - - __ - ____-- - __-_ \�20' B.L. ___ ___1 � \ 1 a t i / ` ` `t`1 �' :` EASIdENT 1 i i 1 SiTEI \ - 10'-L1�NDSCAPE EASEMENT �____ �\ ' \ --• i u `" ' 30' B L. / .a i , IANDSLIAPE - _ - _ _ _ - _ H i Q. R. D. CC3. , x. '"`, t i _ -_---_ _ /. • • 10' LANDSCAPE EASEMENT uNOERCROUNo ; I EASdMENT 15 B L WA ____ - =`- _ _ ` ♦� •-77 •- r t ' 1 s____-_ _- _ - \ 2d B.L. ' LANDSCAPE 15' B.L. e > TELEPHONERKER t �/ 1 + _ ___ - _ _ -N - - \ � \ ♦ � 1 t uwaERCRouNo -------------- _t- ► WALL'. _ _ _ __.._..c:` =_�-� �- �\f L �_____- --- - -� 22.76' N 89'25'09" E 210.13' t u -TELEPHONE R t l _ ��% = e _ _ _ _ _ - �� 'r4 57'06" E 2 t n. MARKER --- 1- - __ --__- _ 1- `� - N 84' S 89'2728 W ' LtPi STATION �Q L. •. Existing R.O.W... CrtATE ASPHALT ..... ..._,........-..»... ' . ' _ — i . r PROPOSEb- BACK OF CURB i OO. UNQERGRWNp p SACK OF CURB P` • RiLET (� ss- -.r ss—, ss— ss— ss-- ss'� ss---- ss— ss - ss--- ssf ss---- ss - 7 ss. -- s ,�� $5-Y �q ss— �� + `J 89'29111 W 6 2 5.52 r� R a PROPOSED : `fl 5 MARY LES>ER "U* t -ss;--•'=G'ss--ss' ss -- ss - ss� - ss -- ss - n - ss -- ss M - ss- -- ss— ss— ss— ss O ss ss--- ss- ss--- ss -- ss— ss— ss— ss— — ss— s%— ss — ss �- ss' ys` n MANHOLE CONCRETE W� L — — _ t } ��]�'t ANfiARY 1 .. ANITARY E -T E AI�� R� )" MANHOLE.. ASPHALT ROAD ASPHALT ROAD MANHOLE 0= , iF ` �sPttniT RoAoOt9CR£T"E BRIDGE ,. - ,n'•��£�iC_--- '""^ CONCRETEWALL1 ^ _ EXIST-"t�6- ATEJT:" fR - --- -- — O ____•: _-oc - —¢_-•E -__ _ .__YRANT-V(ATER OLE VES Fm _ TIE PROP. 8" PVC WA ER �LiNE vaL I iltiEwtiYOtL?t9T CONCRETE FIRST BAPTIST CHURCH OF COPPELL I TING 16" WAT R INE 0.147 ACRE RIGHT- j%A� 94 1 j VOL, 95167, PG. 5885 DEDICATION PER I O I i 1 T.IE:. PR01': $"� PYC \NATER t:IN� j y SANITARY R) t / T0: EXISTING .:16". 'WATE - UNE" - p � I D. R. D. CQ. T, I NOTES: t " > i ZONED—PD 108 Li 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: THE RESERVE � ,� SUMMIT AT 1"HE SPRINGS � A. DELETION OF ALLEYS VOL.98249, PG: 23 DALLAS COUNTY VOL. 97023, PG. 3493 C? 2. HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING ALL D.R.D.Co.,Tx, t VOL, 91251, PG, 5059 t/ D. R. D. Co,, Tx. ALL ABOVE -GROUND IMPROVEMENTS IN THE 10' & 15' LANDSCAPE ZONED -PD 108R25 SF -9 EASEMENT. t D.R.D:Co.,Tx. ZONED -PD 108R -SF-9 UTILITY PLAN PRELIMINARY - NOT FOR CONSTRUCTION X m LL .� --� 0 N 00 06 Or N . 0)w M Cy) W EL JeUal/ .. 00N M N co h j J � m � N 0-o c tf? O r � Q � �U O >w V 2 C) O Lai o �C U C3 n. z >0 L� J F - ti w SEAL RrR�,rorr,�++ .. `O F�`TEX�� .. „ t _ .................. a i KEELIf E. ZWiNGGI % III 14 .................................... + 84868 ooc �,� E N 8 tip,�e��f �1 Al. �Ny l � goo I JOB NO,: XX_XXX DRAWN BY: KZ DATE: JAN. 2007 SCALE: AS SHOWN SHEET I OF ■ s \ � 12 `\ <" \\ /JOSEPH C. THWEATT \ // ESTATE DEFINED IN DEED TO J. W. TH WE A T T o� VOL. 515, PG, 76 D.R.D.Co.T. ZONED- COMMERICAj i i 1 S 1 EXIST: 12" .SEWER:' " NE '.& EASEMENT �9. TO, BE ABANDONED. EXIST: MH'S TO BE,j REMOVED 'ANO- DS, PLUGGED.' / t OUTFALL c'O,cO HEADWALL w I PROP. ST RM WATER LINE w 1 a j +j f „ .. AQ.p .....� j `�-- S Ti pP 8" SEW.E LINE a i ;1ii 25' SEWER SANITARY EASEMENT 0 ST NG MINI kIj a ; I Iii VOL. 95203, PG. 2898 r D.R,D.CO.,T. i T{7. BE ABANDONED AC `r?LAT. \`\\; \\\ y �¢ 'j�0 D j INE s ? }PQ s ! Ii''' a" -� :�i`" .. "� _- " `G1w�' tt !;,'alt r jI11� j \,, .-' qa YEAR -� _ \ ��a=� _ '` ` t it APPROXIMATE-• ^ � �\ •' . ••- --. ✓ '. `\ .w�' r7 mom- ~^^` ^ rn OROP--8" to SDR -35 YC SEWER UNE . _,.j {� CO • .z rt\ \ ?.. , - G"e _. _ \ r t! S Jflsd3 5EriER IL i r t (� .. -'^. \*♦�\ \ ;:?�, j \ % .o .e.,--._.--":.�:. � ��•�- - 30' \". .. C2 t tt / �`♦T"t MANH(�E`�fiyl.. ,1 N L I � per `` � \ _ _`"' ,..- _,...-- ,, - "•_ - ^- - ,� . , `1� -^•.� ,•, I11 E > t \"' '� \�♦;\\ ~\ §� r f -- r , •- \ ^--\ '`�.•-... � �� t tit ,\�'•i'ifl-� � Ct_1 cp 'gyp PROP. _.ST M WATER LI 0__ - r - d`, \`�t,• 30 - _-N - _ 9- � ti _ '------- - , t 1 ttlu r to.tt 'U '�,::, \X` \';{ f. - /gym R` ; . Lst3f ^TMS-+ _ _ y i' t` / i' /_ 1 t(ri Q y i_ J p'�y♦1 o. ' �..� \`♦`\ \ _,.•...,•"•.. ,. tgj i✓ �`�'-._""" j "' �` ALE, ``�`�..°.""- / 'ext4� ` / ,f li° (•�•y LO �, r' - -• 1 ;.„-y yi �� '.t '�`? f ,.. .{�,t N r't T•, � .,... � -.^,�� ' t'! t \\ts...♦\ �µ��:: / �♦ / : t p 1 IIII i j Www( z-- \ i \ \\ :'\ �,."`-.� " „ - '� •' .,. w1. f ` - ^+.�^",.....�..., ..e J} v \ 4 ! �" / t1 I till � LL.I �� u , f�C, ,. vw A � � 4'�-' �M,....x - k..._t ._ //� �,.. - A.�.a .. ,. ' "• v .'"�tl 'r! r � " �G�I' /" � , -® • - � , .- A .♦ ,-'"'" �}�'� �/ ► '" -.. � `'\ � / f f 1 I „ LANDSCAPE i CC1 �' , a r f Z ` - ---a� ♦ 1 __':., _ . MM co Uin °~. 1 Q' GENERAL ELEPHOPIE jR .•.• t1 , `♦♦ A. ! .r„„,�"" \ ♦ ! "r "- ..� �+.:..." ..INLET �♦ `� ' /A I Anis ...•WALL (j ,l 4 , \ `\♦ / c\jrte^ • O \. _ _ \ ♦ /\EASEM --------- L. ♦`�. \ ,'''/VOL. 713251 P 3561 I 4.. j ♦♦ \ — I- ` \ `\ .' ; ---A~Ld i5,-�__ ~ ' ` _ _ v, \ >. b�Co., 1 j iifill ,. / OR '� , ..? i, tt 4 \`.T; \ ! J y,^`" ��_.•---- � � , j , � B.L.- '\ 4,\ �� / i \\ ,ria'\ I r, ' O LT_ ..[� `,d"� \. \ t lr L• SITE f 1 t s SITE I , Q lI3 V• x x, r l �• ♦ 1 --A~~® 1 v - f ti T, ,, , W 5t ,tau ) , ' \ t r 15 t,. i '� - _\ s + a \ _ PREP $`I 5 PVC S E N£ C i , r { \ t 1 EASEMENT t r W, t t EASEMF�NT r' p ! : - - r , • ts; , e J I' I , C, `V a -� (� 6 S�. - \ , t T i..... \ r i \� \ t x. 11 N O _f '4- IWL' Lij �j ) INLET t J 1 r ti , r31 Q �� t .` t ' PROP. 8" PVG WATER iNE ' t_ t PROP. PVC WATER LINE , t I s r _ .1 r 1 / i i ` t" ? '� i I s\ r\ ti r '20' SEWER SANITARY ' _� TELEPHONE j n 1 G' °�yJr'\ + EASEMENT ' i �, , r ; �.... ,) j ! ° i t i ' t> `\ \ f VbL. 93215, PG. 8992 til it MANHOLE 0 J w Z , o, ' , f ! x ►y . PtOP. 8" PVC WATER UNE \` '��' .\ L « e �• � S''eS t; ! , bf 'r f, � i � , t i . , m �� t D.R«D.Co.,T. �•. \,�re'�/. ,' PROP SDR -35 PVC SEWER LINE t t t, T I _ `, ",. ,, '° ' W . � ,, ;1 , \ '* ,: % E" t 1 1 `' ` .. ' \ ' SANITARY SEK t ' R •'`.\ \ `r s` i , 1 e� O "" t., w `-„,;..• ” ��, I , t� \ �I O I ! } r M O• , 'X 1 1 n , ,�� , ♦ r 1 it M ! t 1 � ••^- ,.\\ \ ,•r `� \ i + 11 _ _ Y-1 ROP, 8 . _PVC WATER lME it j 1 I ♦ �\ - --- 25� g.� . \.r \ '\ i i QO DO is dt f `5'$L. - 1 \ `�\ 1� ; 'u O �� 1 �:,� Sat1,TARY SEWER ", 0, ` ` t t\ ; ; '- � N f gs F} t Vi s , ,a , 'tl LANDSCAPE MANHOLE .� , I r „ ', C , } 1 `5 •, Y ` S,$. \ "ti \ I It" rl .. WALL MIR MAR DEVELOPMENT___11-4 _ t �.�. \ f / xs \ 30' _- - - \ \ `"* 40' B.L. I fI ^YJ' _ ... L IIt DOC. 20060©4 659x2 - - __ - ____-- - __-_ \�20' B.L. ___ ___1 � \ 1 a t i / ` ` `t`1 �' :` EASIdENT 1 i i 1 SiTEI \ - 10'-L1�NDSCAPE EASEMENT �____ �\ ' \ --• i u `" ' 30' B L. / .a i , IANDSLIAPE - _ - _ _ _ - _ H i Q. R. D. CC3. , x. '"`, t i _ -_---_ _ /. • • 10' LANDSCAPE EASEMENT uNOERCROUNo ; I EASdMENT 15 B L WA ____ - =`- _ _ ` ♦� •-77 •- r t ' 1 s____-_ _- _ - \ 2d B.L. ' LANDSCAPE 15' B.L. e > TELEPHONERKER t �/ 1 + _ ___ - _ _ -N - - \ � \ ♦ � 1 t uwaERCRouNo -------------- _t- ► WALL'. _ _ _ __.._..c:` =_�-� �- �\f L �_____- --- - -� 22.76' N 89'25'09" E 210.13' t u -TELEPHONE R t l _ ��% = e _ _ _ _ _ - �� 'r4 57'06" E 2 t n. MARKER --- 1- - __ --__- _ 1- `� - N 84' S 89'2728 W ' LtPi STATION �Q L. •. Existing R.O.W... CrtATE ASPHALT ..... ..._,........-..»... ' . ' _ — i . r PROPOSEb- BACK OF CURB i OO. UNQERGRWNp p SACK OF CURB P` • RiLET (� ss- -.r ss—, ss— ss— ss-- ss'� ss---- ss— ss - ss--- ssf ss---- ss - 7 ss. -- s ,�� $5-Y �q ss— �� + `J 89'29111 W 6 2 5.52 r� R a PROPOSED : `fl 5 MARY LES>ER "U* t -ss;--•'=G'ss--ss' ss -- ss - ss� - ss -- ss - n - ss -- ss M - ss- -- ss— ss— ss— ss O ss ss--- ss- ss--- ss -- ss— ss— ss— ss— — ss— s%— ss — ss �- ss' ys` n MANHOLE CONCRETE W� L — — _ t } ��]�'t ANfiARY 1 .. ANITARY E -T E AI�� R� )" MANHOLE.. ASPHALT ROAD ASPHALT ROAD MANHOLE 0= , iF ` �sPttniT RoAoOt9CR£T"E BRIDGE ,. - ,n'•��£�iC_--- '""^ CONCRETEWALL1 ^ _ EXIST-"t�6- ATEJT:" fR - --- -- — O ____•: _-oc - —¢_-•E -__ _ .__YRANT-V(ATER OLE VES Fm _ TIE PROP. 8" PVC WA ER �LiNE vaL I iltiEwtiYOtL?t9T CONCRETE FIRST BAPTIST CHURCH OF COPPELL I TING 16" WAT R INE 0.147 ACRE RIGHT- j%A� 94 1 j VOL, 95167, PG. 5885 DEDICATION PER I O I i 1 T.IE:. PR01': $"� PYC \NATER t:IN� j y SANITARY R) t / T0: EXISTING .:16". 'WATE - UNE" - p � I D. R. D. CQ. T, I NOTES: t " > i ZONED—PD 108 Li 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: THE RESERVE � ,� SUMMIT AT 1"HE SPRINGS � A. DELETION OF ALLEYS VOL.98249, PG: 23 DALLAS COUNTY VOL. 97023, PG. 3493 C? 2. HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING ALL D.R.D.Co.,Tx, t VOL, 91251, PG, 5059 t/ D. R. D. Co,, Tx. ALL ABOVE -GROUND IMPROVEMENTS IN THE 10' & 15' LANDSCAPE ZONED -PD 108R25 SF -9 EASEMENT. t D.R.D:Co.,Tx. ZONED -PD 108R -SF-9 UTILITY PLAN PRELIMINARY - NOT FOR CONSTRUCTION X m LL .� --� 0 N 00 06 Or N . 0)w M Cy) W EL JeUal/ .. 00N M N co h j J � m � N 0-o c tf? O r � Q � �U O >w V 2 C) O Lai o �C U C3 n. z >0 L� J F - ti w SEAL RrR�,rorr,�++ .. `O F�`TEX�� .. „ t _ .................. a i KEELIf E. ZWiNGGI % III 14 .................................... + 84868 ooc �,� E N 8 tip,�e��f �1 Al. �Ny l � goo I JOB NO,: XX_XXX DRAWN BY: KZ DATE: JAN. 2007 SCALE: AS SHOWN SHEET I OF ■ EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Cojx. 10 COUNTRY ESTATES ZONED—SF-121 VOL. 92188, PG. 3639. 9 N 1 87-03'53" E 192.64! D.R.D.Cojx. )1 0,9 184.60' 09's E-41 ZONED—SF-1 rod 8. *` r2 r�4 GRAPEVINE CREEK 10 1 00 tAV 0 U \ 12 A t E3LOCK�A1/at_0Is bp,E J, — — — — — — — — — N 0 L2 <1% JOSEPH C. THWEATT ESTATE ASPHALT 12 u N 10051. J.W. THWEATT -3 \N VOL. 515, PG. 76 AV* :J D.R.D.Co.T. tK ZONED—COMMERICALI 48.29' N 74'07'14" E 9619 Ae 54.39 cp 10 13 S 80*48rol �\dD I-rv, '27" E 15 -(P k` PROPOSO ZONING-�-�,I�Lj— tPA A-* SANITARY SEWER rn 6. tA MANHOLE N — .111-10, 16 �, Nz 110 J 1 4 o., 8 - - - - - - - - SEWER SANITARY I .000 4 - EASEMENT 1 8-- 7� VOL. 95203, PG. 2898 124 - - - - D.Co.,T. ....... 511.31" 77.33" 12. 8' 1 9 1 3 to _QD bh`I'll -GO 2-0 011 0'4 1--0' CV 3 Ck N, 1492.01 Rq <\ 1616- — .Z, 2 1 0. 10 SANITARY SEWE1I R - SANITARY SEWER EASPMENT _30 a 460 MANHOLE 85.77 TO BE ABANDONED /43Y THIS PLAT. -ST-GHT 4:4 EASEMENT ......... 100 1�1 ol 2,1 B SANITARY SEZM MANHOLE A (A d�, — — -j W11 _ 13. q4 "7' ';A.4901 H I- < Aj 61-84' X, E ENT 9 -31-69- R gig 10 A 0) A& 'T. W:- 1 n 'Lu 4:1 /_j 00 LD 0 L;v 7- 04* 04* LO 10 _7� T-2 r____ 134.38//- 3.56 7106 47" E. 0 0 N 89*13'2§" 27 2�iO. & 45, roe, .,N�.. �' \ Z. cs�«' 24.590 7, T-.3 E ... co m _P 23 A, *0 z v -1.35 4,0' �y J?6 :4 2.1 S 8500 F 135.0, liip / i 20' SEWER SANITARY 0- 10/ 43#59P, E 7.�J!e C$ .23 N 86 2 EASEMENT ✓ 8m( ...... 11.65' 2 6\ VOL. 93215, PG. I 11 D.R.D.Co.,T. 7 LEPHONE E I MANHOLE lid vlu� _J% lool v �-b E-4 W, 00 '1 P F N, 0. LLJ I e-1 001 4,9.3 2 "1 -0 * t A 05 1--, 00 = c' Q�soh lit" 80 00 56-.0 If U) 0 14 173.04' 1 84-42!i29 E t- I- —_ b 25 V� 4 104 X 1�( N 0.725 AC. 9 �10 N 89*2W37" E N CuI th a 0: ..0 0% (SURVEYED) R rf Lt�: SANITARN\SEWER I MITE ip- 5 MAI TENA 'RE MANN LE A 1\ ANDSdA a: MIRA MAR DEV. CORP. EAS.VENT dy" 0 10' GENERAL 'TELEPHONE "I WALL A! EASEMENT 14 DOC. 200600465952 .0 T-.:7 VOL, 70251 i; PG., 356 2 �9' co D.R.D.Co.,Tx. 5' MAIN ItNANCE I /�l co D.R.D.Coj. 3: C; 20 48' 1 n \ — 0.01y WATER u) SIG Of J� _,LAND§dAPE EASEMENT ENI 12. T-10 T-9 - - - - -- t AL EASEMENT VALVE' 2! WALL E EMENT 19.3(t U. T-13 lip/ L T-1 N. T71*2. T-14 15, B. N, 417S RGROUND- LI DEI IV B.L,, 1975'OV JE 2100 3' TELEPHONE. Ix �AEU: _:,_:k T-4 ",Law 22.7 q 0 1P. T T__2T 4- C* a 19.00 263W t4L ix EXISUR9 MO.% 1 280 W rate �ERG5ROUM 0� �B mow LIFT STATION 90. AY 9*27 2001.58, le t "1 /2 W TELEPHONE - �1_p SANITARY4 MARKER - 628.32', -MANHOLE 2 1 P.F. Jf" 14as-S9_88-_ CONCRETE WALL \SANITARY SEWER:..- SA A "'�SANITARY =W9 MANHOLE AN H-0 (0 NLT B T 0 MANXHO�I�nV�r� MANHDLEASPHALT ROAD eLl! a M�PHX_T �FWAD mnrRrRnuNn I BETHEL ROAD in! ARIHALt KWUJ rvvvLm -_ L� , , &, Ev E" COMARKER — PROPOSED BACK OF CURB — — — — �_ ---± TER, CONCRETEY THE RESERVE VOL.98249, PG. 23 fDALLAS COUNTY D.R.D.Co.jx. VOL, 91251, PG. 5059 ZONED—PD 108R25 SF -91 D.R.D.Cajx. J.H. SIMMONS, SURVEY A— 1296 SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D.R.D.Co.,Tx. ZONED—PD 108R SF -91 0.147 A CRE RIGHT—OFWAYDEDICTION PER TFIIS PLAT ZONING EXHIBIT/ DETAIL SITE, PLAN: FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. ZONE -PD 08 LI BLOCK A, LOTS 1 —29 1 EDWARD A. CROW SURVEY, ABSTRACT, N'O`�,. 301 J.W. ANDERSON SURVEY, ABSTRACT N,0:-. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS APRIL 179 2007 SHEET 1 of 2 Copyrigfifi 2 1 006 Original Scale 1 50 0 Graphic Scale in Feet RE C E T VE D �007 ,IDIAINNING OEPARTMEMMT LEGEND — I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE FIRE HYDRANT POWER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE 12 u N 10051. J.W. THWEATT -3 \N VOL. 515, PG. 76 AV* :J D.R.D.Co.T. tK ZONED—COMMERICALI 48.29' N 74'07'14" E 9619 Ae 54.39 cp 10 13 S 80*48rol �\dD I-rv, '27" E 15 -(P k` PROPOSO ZONING-�-�,I�Lj— tPA A-* SANITARY SEWER rn 6. tA MANHOLE N — .111-10, 16 �, Nz 110 J 1 4 o., 8 - - - - - - - - SEWER SANITARY I .000 4 - EASEMENT 1 8-- 7� VOL. 95203, PG. 2898 124 - - - - D.Co.,T. ....... 511.31" 77.33" 12. 8' 1 9 1 3 to _QD bh`I'll -GO 2-0 011 0'4 1--0' CV 3 Ck N, 1492.01 Rq <\ 1616- — .Z, 2 1 0. 10 SANITARY SEWE1I R - SANITARY SEWER EASPMENT _30 a 460 MANHOLE 85.77 TO BE ABANDONED /43Y THIS PLAT. -ST-GHT 4:4 EASEMENT ......... 100 1�1 ol 2,1 B SANITARY SEZM MANHOLE A (A d�, — — -j W11 _ 13. q4 "7' ';A.4901 H I- < Aj 61-84' X, E ENT 9 -31-69- R gig 10 A 0) A& 'T. W:- 1 n 'Lu 4:1 /_j 00 LD 0 L;v 7- 04* 04* LO 10 _7� T-2 r____ 134.38//- 3.56 7106 47" E. 0 0 N 89*13'2§" 27 2�iO. & 45, roe, .,N�.. �' \ Z. cs�«' 24.590 7, T-.3 E ... co m _P 23 A, *0 z v -1.35 4,0' �y J?6 :4 2.1 S 8500 F 135.0, liip / i 20' SEWER SANITARY 0- 10/ 43#59P, E 7.�J!e C$ .23 N 86 2 EASEMENT ✓ 8m( ...... 11.65' 2 6\ VOL. 93215, PG. I 11 D.R.D.Co.,T. 7 LEPHONE E I MANHOLE lid vlu� _J% lool v �-b E-4 W, 00 '1 P F N, 0. LLJ I e-1 001 4,9.3 2 "1 -0 * t A 05 1--, 00 = c' Q�soh lit" 80 00 56-.0 If U) 0 14 173.04' 1 84-42!i29 E t- I- —_ b 25 V� 4 104 X 1�( N 0.725 AC. 9 �10 N 89*2W37" E N CuI th a 0: ..0 0% (SURVEYED) R rf Lt�: SANITARN\SEWER I MITE ip- 5 MAI TENA 'RE MANN LE A 1\ ANDSdA a: MIRA MAR DEV. CORP. EAS.VENT dy" 0 10' GENERAL 'TELEPHONE "I WALL A! EASEMENT 14 DOC. 200600465952 .0 T-.:7 VOL, 70251 i; PG., 356 2 �9' co D.R.D.Co.,Tx. 5' MAIN ItNANCE I /�l co D.R.D.Coj. 3: C; 20 48' 1 n \ — 0.01y WATER u) SIG Of J� _,LAND§dAPE EASEMENT ENI 12. T-10 T-9 - - - - -- t AL EASEMENT VALVE' 2! WALL E EMENT 19.3(t U. T-13 lip/ L T-1 N. T71*2. T-14 15, B. N, 417S RGROUND- LI DEI IV B.L,, 1975'OV JE 2100 3' TELEPHONE. Ix �AEU: _:,_:k T-4 ",Law 22.7 q 0 1P. T T__2T 4- C* a 19.00 263W t4L ix EXISUR9 MO.% 1 280 W rate �ERG5ROUM 0� �B mow LIFT STATION 90. AY 9*27 2001.58, le t "1 /2 W TELEPHONE - �1_p SANITARY4 MARKER - 628.32', -MANHOLE 2 1 P.F. Jf" 14as-S9_88-_ CONCRETE WALL \SANITARY SEWER:..- SA A "'�SANITARY =W9 MANHOLE AN H-0 (0 NLT B T 0 MANXHO�I�nV�r� MANHDLEASPHALT ROAD eLl! a M�PHX_T �FWAD mnrRrRnuNn I BETHEL ROAD in! ARIHALt KWUJ rvvvLm -_ L� , , &, Ev E" COMARKER — PROPOSED BACK OF CURB — — — — �_ ---± TER, CONCRETEY THE RESERVE VOL.98249, PG. 23 fDALLAS COUNTY D.R.D.Co.jx. VOL, 91251, PG. 5059 ZONED—PD 108R25 SF -91 D.R.D.Cajx. J.H. SIMMONS, SURVEY A— 1296 SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D.R.D.Co.,Tx. ZONED—PD 108R SF -91 0.147 A CRE RIGHT—OFWAYDEDICTION PER TFIIS PLAT ZONING EXHIBIT/ DETAIL SITE, PLAN: FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. ZONE -PD 08 LI BLOCK A, LOTS 1 —29 1 EDWARD A. CROW SURVEY, ABSTRACT, N'O`�,. 301 J.W. ANDERSON SURVEY, ABSTRACT N,0:-. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS APRIL 179 2007 SHEET 1 of 2 Copyrigfifi 2 1 006 Original Scale 1 50 0 Graphic Scale in Feet RE C E T VE D �007 ,IDIAINNING OEPARTMEMMT VICINITY MAP NOT TO SCALE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 41 *46'05' 275' 104.92' 200.47' N 46*24'23"E 196.04' CV 2 15'12'41" 175' 23.37' 46.46' N74*53'46"E T-4 46.32' CV 3 9*1245" 775' 62.44' 124.61' N 87*06'29"E 124.48' CV 4 36*15'56" 200' 65.50' 126.59' S 70'09'10"E 124.49' CV 5 9"53'55" 725' 62.78' 125.25' S 56*58'10"E 125.10' CV 6 21'57'04" 275' 53.33' 105.36' S 72*53'39"E 104.71' CV 7 8'29'51" 275' 20.43' 40.79' S 79#37'15"E 40.75' CV 8 19*30'02" 175' 30.07' 59.06' N 09*20'33" E 59.27' CV 9 41'34'55" 200' 75.94' 145.15' N 01 *41'54"W 141.98' CV 10 07*19'05" 325' 20.78' 41.51' N 18*49'19"W 41.48' CV 11 43#03'54" 135' 53.27' 101.47' N 06*21'41 "E 99.10, CV 12 1'50'33" 1145.92' 18.43' 36.84' N 89'371'16"W 36.85' NOTES: 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: A. DELETION OF ALLEYS 2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS. 3. - 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 1X 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 1X AND LOT 29X. 7. FIVE FOOT (5) MAINTAINCE EASEMENT ALONG THE THE LANDSCAPE WALL IS THE RESPONSIBILITY 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 NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/floodplain 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, docks, gazebos, etc.) per the City's Floodplain Ordinance. 114111 9 IF V% L- If Islas- FLe;-d T-01 tog VIN 9��kl 1 KA INQ-1-M L* I =10 -EF ED: Zuwk Rai � - , Mom "A 0- -1 11 , It, I I I N -91 , NJ a-# "010 1 rilwlslil 0 MIAMI THENCE along said cum a distance of 38.85 feetto a point in the said North right -of -gray line and the South boundary line of said Alexander Tract THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.423 acre tract the following: South 89 degrees 27 minutes 28 seconds V*st - 420.29 feet; South 89 degrees 29 ni nutes, 11 seconds West - 628.32 feet to the centerline of Grape%i ne Creek, THENCE along the said centerline of Grapevine Creek as iblIms; North 30 degrees 52 ninutes 12 seconds VNkst - 228.62 feet to a point, North 48 degrees 2D minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59seconds VVest - 71,49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point North 61 degrees 22 rninutes 34 seconds East - 175.66 feet to a point. South 80 degrees 48 nni nutes 27 seconds East - 54.39 feet to a point North 74 degrees 07 minutes 14 seconds East - 48.20 feet to a point North 62 degrees 48 ainutes 34 seconds EaA - 94.52 feet to a point North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a poi nt, a a - South 36 degrees 16 rri nutes, 21 seconds East - 93.56 feet to a point South 30 degrees 49 rri nutes 30 seconds East - 75.85 feet to a point South 49 degrees 27 minutes 47 seconds East - 2D1.20 feet t3 the West right of -way line of Denton Tap Road,(a 120 foot vide flgl*of-mny at this point); THENCE along the West right -of -may I i ne ©f said Denton Tap Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet eilong a I i ne 60 foot West of and I parallel to the centedine of said Denton Tap Road, to a point South 06 degrees M rninutes 08 seconds East- 100,50feet to a point, said poirft being 50.00 feet ftwi 'the centedine of said Deryton Tap Roadt South 00 degrees 38 ninutes 02 seconds East - 108.14 feet a long a line 60feetVVestof and paralleftb thecentertine of said i- t• Tap Road to a point, South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet V*st of and parallelto the�, ceriterline, of said Denton Tap Road, to the POINT of BEGINNINq, containing 18.506 acres or 806,128 square feet of land, SURVEYOR CERTIFICATE 1, James W. Bar -lett: a Registered Professional Land S u,veyor, do hereby certify that I have prepared this plat from an actual on the grourd survey of tie land; and the monuments shown hereon were found andfor placed .ander my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. ---------------------- Registered Professional Land Surveyor No. 1897 LOT TANGENT TABLE AREA No. Bearing No. Dist. T-1 S 89*20'30" W 10.23' T-2 S 03*0729" E 9.03' T-3 S 03'07'29" W 20.97' T-4 S 44='21" W 37.66: T-5 S 00*34'51" E 3.00 T-6 S 00#35'01" E 3.00' T-7 N 00*35'12" W 3.00' T-8 S 05*02'57" E 3.00' T-9 N 02*10'47" W 3.00: T-10 N 00*30'49" W 3.00 T-11 N 00'30'42" W 3.00' T-12 N 00*30'42" W 3.00' T-13 S 00*30'49" E 3.00' T-14 N 00*30'49" W 3.00' T-15 N 00*30'49" W 7.00' T-16 N 4426'21" E 35.28' -T-17 S 00*31'52" E 43.19' 114111 9 IF V% L- If Islas- FLe;-d T-01 tog VIN 9��kl 1 KA INQ-1-M L* I =10 -EF ED: Zuwk Rai � - , Mom "A 0- -1 11 , It, I I I N -91 , NJ a-# "010 1 rilwlslil 0 MIAMI THENCE along said cum a distance of 38.85 feetto a point in the said North right -of -gray line and the South boundary line of said Alexander Tract THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.423 acre tract the following: South 89 degrees 27 minutes 28 seconds V*st - 420.29 feet; South 89 degrees 29 ni nutes, 11 seconds West - 628.32 feet to the centerline of Grape%i ne Creek, THENCE along the said centerline of Grapevine Creek as iblIms; North 30 degrees 52 ninutes 12 seconds VNkst - 228.62 feet to a point, North 48 degrees 2D minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59seconds VVest - 71,49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point North 61 degrees 22 rninutes 34 seconds East - 175.66 feet to a point. South 80 degrees 48 nni nutes 27 seconds East - 54.39 feet to a point North 74 degrees 07 minutes 14 seconds East - 48.20 feet to a point North 62 degrees 48 ainutes 34 seconds EaA - 94.52 feet to a point North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a poi nt, a a - South 36 degrees 16 rri nutes, 21 seconds East - 93.56 feet to a point South 30 degrees 49 rri nutes 30 seconds East - 75.85 feet to a point South 49 degrees 27 minutes 47 seconds East - 2D1.20 feet t3 the West right of -way line of Denton Tap Road,(a 120 foot vide flgl*of-mny at this point); THENCE along the West right -of -may I i ne ©f said Denton Tap Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet eilong a I i ne 60 foot West of and I parallel to the centedine of said Denton Tap Road, to a point South 06 degrees M rninutes 08 seconds East- 100,50feet to a point, said poirft being 50.00 feet ftwi 'the centedine of said Deryton Tap Roadt South 00 degrees 38 ninutes 02 seconds East - 108.14 feet a long a line 60feetVVestof and paralleftb thecentertine of said i- t• Tap Road to a point, South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet V*st of and parallelto the�, ceriterline, of said Denton Tap Road, to the POINT of BEGINNINq, containing 18.506 acres or 806,128 square feet of land, SURVEYOR CERTIFICATE 1, James W. Bar -lett: a Registered Professional Land S u,veyor, do hereby certify that I have prepared this plat from an actual on the grourd survey of tie land; and the monuments shown hereon were found andfor placed .ander my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. ---------------------- Registered Professional Land Surveyor No. 1897 LOT No. AREA LOT No. AREA LOT I X = 3,741 S.F. LOT 16 = 30,679 S.F. TOTAL AREA - 18.506 AC. LOT LOT I = 2 = 15,231 16,191 S.F. S.F. LOT LOT 17 = 18 = 44,524 42,030 S.F. S.F. 29 LOTS - 16.052 AC. ZONING EXHIBIT/ DETAIL SITE PLAN LOT 3 = 14,130 S.F. LOT 19 = 35,574 S.F. 1X & 29X LOTS - 0.268 AC. LOT 4 = 14,619 S. F. LOT 20 = 30,062 S. F. STREET R.O.W. 2,038 AC. LOT 5 = 15,812 S.F. LOT 21 = 28,896 S.F. LOT 6 = 16,351 S.F. LOT 22 = 19,251 S.F. R.O.W. DEDICATION 0.147 AC. 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.F. BLOCK A, LOTS 1 -29 LOT LOT 10 11 = 24,027 = 57,902 S.F. S.F. LOT LOT 26 = 27 = 16,569 20,201 S.F. S.F. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 LOT LOT 12 13 = 33,397 = 23,313 S.F. S.F. LOT LOT 28 = 29 = 14,692 15,384 S.F. S.F. J.W. ANDERSON SURVEY, ABSTRACT NO. 18 LOT LOT 14 15 = 24,397 = 26,510 S.F. S.F. LOT 29X = 7,943 S.F. SURVEYOR ENGINEER OWNER 18.5,06 ACRES OF LAND SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET SENNETT ENGINEERING 203 N. JACKSON MIRA MAR DEVELOPMENT CORP. 6003 SUNDERLAND DRIVE CITY OF COPPELL., DALLAS COUNTY, TEXAS FT. WORTH, TEXAS 76110 817-926-7876 P.O. BOX 2077 9WYff 7. ,TEXAS 75098 9-3993 COLLEYVILLE, TEXAS 76034 817 -996-6698 APRIL 179 2007 FAX: 817-926-7878 FAX: 972-429-3963 FAX: 817-329-1792 Sheet 2 of 2 duvo EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 10 COUNTRY ESTATES VOL, 92188, PG, 3639..\ 9 N 87-0353" E 192.64! D.R.D.Co.,Tx. ................................ E-4 184.60' 92$Qg, U� ` I 8.14? 1,2 13 N GRAPEVINE CREEK X66' 4sS' cj 4y 10 116 I 1bq .00* V\ jp, U 12 ------------- 0) 774 JOSEPH C. THWEATT / lol- ESTATE 12 4i b I V_ DEFINED IN DEED TO CV J.W. THWEATT VOL. 515, PG. 76 '0% D. R. D. Co. T. 48.299 -- - - - - - - - - - - - - - - - - - - - - - - - - - N 74*07'14 E 9 - .n d� --- — �_ -4 * _54i 1 - - -_ — b N C Ibro S fi0*,4W_ E 4\00 -4 -CP%P 0- rn e e SANITARY SEWER - .0. q% -51 JV* ro /v N, 1-1 1�1 16 \ \ \ IN 14 49 ro,\ 1:19:0. 01 loll, I P. � 1•01 -4- 30 $� -.Z- I 1�1 V "� -- -_ _� -_ 7_ 7- 4 SEWER SANITARY 12. EASEMENT 4V 55 .33' --- 5203, PG. 2898 Jov- Am ol I'., � 1� D.Co.,T. . ....... ...... / lei px 0. Co # 00 1 3 -35-2S 51.31- 77 VOL. Irb 00 Tj" ja --2-0 00 0 av ;5 0 <1% rot 21 < SANITARY SEWER EAzopmENI w TO BE ABAND 85.77 MANHOLE SANITARY SEWER ONED /'BY THIS PLAT 09— __0J 771T CJiL4- EASEM tall 04 VC wlo� V_ ebb el V VA O IN .IJ --—MANHOLE---.. C-4 zw z 0. 0. U) I �,, H 61.,S4. 2 V, 4 N E E9j 1.690 "*9 'Nj I 6 4. -AN . . . .. ........... r b 01#4 i z XJ L-7 jo U9 �s- r- 38,/ W 0 1� 7 A Otis 134. to N 89'1,3'25w E T-2 cn V, 'VIP ct oe� W6 A T A N11 n I.P.F. • 88 \V% ry V LLJ 0 CO C) 00, m C'4 23 n -o -135 7", 135.0 .23# N-0 +T- *fp S 8500 0"E "op -b 0/ 6-059", E 0 IN 8 20' SEWER SANITARY LTI Z 01 IN\ IN EASEMENT z 14 g5 6\ 0 0 VOL. 93215, PG. 8992 I.- / / "I I., D.R.D.Co.,T. 0 > Li Original Scale 1 50 Af do /.V 9 1 Graphic Scale in Feet LA TELEPHONE \ 0. MANHOLE 'ell 00 y( E U) I> el� g _J I "X at 0 A/ 0. Jb 50.0 14. .. ............ 01 aw I.P.F. I 00 op 49.3 2- C6� z., IV, 4W 100 q -d ro.08 1 ��.,,°'� � � j t� � �'€�.,,.µ„ ,� 04 0290 E 0 173.0,V 0.725 AC. N 89"28'37" E 00 00 1 out in �d b (SURVEYED Ot b, 0 '-SANITARNA C14 cf) MAI TENANg MmHSEWS JT MIRA MAR DEV. CORP. 5 EAS31MENT de 6. _04 0) EASEMENT DOC. 200600465952 -��04 11� E D.R.D.Co.,Tx. 5' MAINTENANCE dr Cd �111� N -. -7 10' GENERAL TELEPHONE (0 0 29 -w \ T !2W 0 % - D.R.D.bo.,T. \00 EASEMENT .......... VOL 70251 PG. 356 2 to SIG T-9 EASEMENT WATER I(M32! _h_ -r T-13 T-%42-� — — — — ,.L- — -"- — VALVE E M Ygr T-14 T-11 2?V ENT 19.301 66 y g - U) A92 40 0) x T�la 12 15! Bl,, OF kDERGRONEND f2o 7 -,,E 21%13' N 8975'097 MARKER S ASPHALT w ix Q' irr it 200.58 ��Lll FT: STATION, 90. v- /1 ExIstIR9 R.O.W. . grate __4------0—URrER_GRO1JND S 7*2 --,,TOP W S�0*29,11"Ow 628.320, TELEPHONE P.O.B. RKSA VMS--- SANITARY SEWER 1,/2 I.P.F. MANHOLE :,.CONCRETE WALL \SANITARY SEKK. SAN ASPHALI ROAD MA'NH MAI T -W-RCIR—ETEBRID ASPHALT ROAD UNDERGROUND---- BETHEL ROAD (0: ASPHALT ROAD Le , E MANHOLE Rx d�; MANHOLE TELEPHONE POWER P b, MARKER E WATER VALVES NCRETE PROPOSED BACK OF CURB SANITARY SEKRl 8 0.147 ACRE RIGHT-OF-WAY DEDICATION PER THIS PLAT. PRPLA MANHOLE ELIMINARY T Z P4 SUMMIT AT THE SPRINGS FIRST BAPTIST CHURCH OF COPPED. THE RESERVE J.H. SIMMONS SURVEYVOL. 97023, PG. 3493 VOL. 95167, PG. 5885 VOL.98249, PG. 23 A— 1296 D.R.D.Co.,Tx. D.R.D.Co.T. DALLAS- �'COUNTY D.R.D.Co.,Tx. VOL. 9111251 G.' 5059 BLOCK A, LOTS 1 —29 D.R.D.Co.4Tx., EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND RECIcIVED -I) 4,1p, ; C, 2007 PLANNING DcpAp ,TMENT CITY OF COPPELL, DALLAS COUNTY, TEXAS PD-220—SF-12 APRIL 17, 2007 Sempco Surveying Inc., 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 SHEET 1 of 2 TEL. (817)926-7876 FAX: (817)926-7878 Copyright 2006 GPS-SURV"NG-WPM-PLANNWY-CONSULTANTS Project No. 8371 -PP -Re LEGEND I.P.F IRON PIN FOUND SANITARY SEWER M.H. WA7ER VALVE 16 FIRE HYDRANT 0 POWER POLE —E—E— OVERHEAD ELEC77?IC —SS—SS— SANITARY SEWER LINE Original Scale 1 50 Af do /.V 9 1 Graphic Scale in Feet LA TELEPHONE \ 0. MANHOLE 'ell 00 y( E U) I> el� g _J I "X at 0 A/ 0. Jb 50.0 14. .. ............ 01 aw I.P.F. I 00 op 49.3 2- C6� z., IV, 4W 100 q -d ro.08 1 ��.,,°'� � � j t� � �'€�.,,.µ„ ,� 04 0290 E 0 173.0,V 0.725 AC. N 89"28'37" E 00 00 1 out in �d b (SURVEYED Ot b, 0 '-SANITARNA C14 cf) MAI TENANg MmHSEWS JT MIRA MAR DEV. CORP. 5 EAS31MENT de 6. _04 0) EASEMENT DOC. 200600465952 -��04 11� E D.R.D.Co.,Tx. 5' MAINTENANCE dr Cd �111� N -. -7 10' GENERAL TELEPHONE (0 0 29 -w \ T !2W 0 % - D.R.D.bo.,T. \00 EASEMENT .......... VOL 70251 PG. 356 2 to SIG T-9 EASEMENT WATER I(M32! _h_ -r T-13 T-%42-� — — — — ,.L- — -"- — VALVE E M Ygr T-14 T-11 2?V ENT 19.301 66 y g - U) A92 40 0) x T�la 12 15! Bl,, OF kDERGRONEND f2o 7 -,,E 21%13' N 8975'097 MARKER S ASPHALT w ix Q' irr it 200.58 ��Lll FT: STATION, 90. v- /1 ExIstIR9 R.O.W. . grate __4------0—URrER_GRO1JND S 7*2 --,,TOP W S�0*29,11"Ow 628.320, TELEPHONE P.O.B. RKSA VMS--- SANITARY SEWER 1,/2 I.P.F. MANHOLE :,.CONCRETE WALL \SANITARY SEKK. SAN ASPHALI ROAD MA'NH MAI T -W-RCIR—ETEBRID ASPHALT ROAD UNDERGROUND---- BETHEL ROAD (0: ASPHALT ROAD Le , E MANHOLE Rx d�; MANHOLE TELEPHONE POWER P b, MARKER E WATER VALVES NCRETE PROPOSED BACK OF CURB SANITARY SEKRl 8 0.147 ACRE RIGHT-OF-WAY DEDICATION PER THIS PLAT. PRPLA MANHOLE ELIMINARY T Z P4 SUMMIT AT THE SPRINGS FIRST BAPTIST CHURCH OF COPPED. THE RESERVE J.H. SIMMONS SURVEYVOL. 97023, PG. 3493 VOL. 95167, PG. 5885 VOL.98249, PG. 23 A— 1296 D.R.D.Co.,Tx. D.R.D.Co.T. DALLAS- �'COUNTY D.R.D.Co.,Tx. VOL. 9111251 G.' 5059 BLOCK A, LOTS 1 —29 D.R.D.Co.4Tx., EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND RECIcIVED -I) 4,1p, ; C, 2007 PLANNING DcpAp ,TMENT CITY OF COPPELL, DALLAS COUNTY, TEXAS PD-220—SF-12 APRIL 17, 2007 Sempco Surveying Inc., 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 SHEET 1 of 2 TEL. (817)926-7876 FAX: (817)926-7878 Copyright 2006 GPS-SURV"NG-WPM-PLANNWY-CONSULTANTS Project No. 8371 -PP -Re #, 1 10.32� T-14 -4 21,,69* 141 5' 2&50 . \11 fz7n. m As A .......... ...... ......... ..... . ....... ................ ..... .. . . . . . . . . . . . . . . . . . . m . .. . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ......... t ,f 7 P F , ro 2 I uld ............ . PLANTING PLAN 1 1" = 201-011 Ti�— SIZE 13 QTY. TREES CEDAR ELM d - FULL, SINGLE TRUNK, MATCHED, WELL BRANCHED, 16 ULMUS CRASSIFOLIA 12'-14'WT. BRANCHED AT T HT, 65 GAL. MIN. NVA 611kilking Ef -- PLANTING PLXN A EASEMENt 12,67 T-11 44"75'-. P_ A q IN A I T I -9 PLANT NAME SIZE REMARKS QTY. TREES CEDAR ELM 41' CAL, CONT, FULL, SINGLE TRUNK, MATCHED, WELL BRANCHED, 16 ULMUS CRASSIFOLIA 12'-14'WT. BRANCHED AT T HT, 65 GAL. MIN. 0 SHRUBS INDIAN HAWTHORNE 3 GAL, FULL TO BASE, HEAVILY ROOTED, 24" O.C. TRIANGULAR FIELD RAPHIOLEPSIS INDICA la" -20" HT. MIN, SPACED, 028 PLANTS/8P VERIFY RED YUCCA 3 CAL, FULL TO BASE, HEAVILY ROOTED, 30" O.C. TRIANGULAR FIELD HESPERALOE PARVIFLORA 18"-24" HT. MIN. SPACED, 0.18 PLANTS/6F VERIFY GROUNDCOVERS, PERENNIALS, FERN AND ORNAMENTAL GRASSES MAIDEN GRASS 3 GAL. FULL, HEAVILY ROOTED, 3011 O.C. TRIANGULAR SPACED, 0.0 FIELD MISCANTHUS SINENSIS 'GRACILLIMUS' z PLANT'S/SF VERIFY HAMELIN FOUNTAIN GRASS 3 GAL. FULL, HEAVILY ROOTED, 2411 O.C. TRIANGULAR SPACED, 028 FIELD PENNISETUM ALOPECURIODES 'HAMELIN' z w PLANTS/SF VERIFY WEEPING LOVEGRASS I CAL, FULL, HEAVILY ROOTED, la" O.C. TRIANGULAR SPACED, 0,50 FIELD ERAGROSTIS CURVULA PLANST/SF VERIFY E31G BLUE LIRIOPE 411 POT FULL, HEAVILY ROOTED, 10" O.C. TRIANGULAR SPACED, Ilo& FIELD LIRIOPE MUSCARI '51G BLUE' PLANTS/SF VERIFY SEASONAL COLOR 41' POT FULL, HEAVILY ROOTED, 10" O.C. TRIANGULAR SPACED, 1.66 FIELD TO BE SELECTED BY LANDSCAPE ARCH. PLANTS/5P VERIFY PER TIME OF INSTALLATION MISCELLANEOUS LAWN BERMUC)AGRASS SOLID SOD VERIFY CU. Yr->. ALUMINUM EDGING HEAVY DUTY 311611 x 3.5", COLOR - MILL FINISH, REFER To SPEC. SECTION VERIFY 02950. LIN. FT. MULCH 2" DEPTH COARSELY SHREDDED HARDWOOD MULCH, REFER TO VERIFY SPEC, SECTION 02e50 CU. Yo. COMPOST 2" DEPTH OR ORGANIC - WELL DECOMPOSED, REFER TO SPEC. SECTION VERIFY AS SPECIFIED 02950 cu, YD. I T— 2 11 T—.Leh RED YUCCA 0 FOUNTAIN GRASS LOVEGRA55 < 1 SEASONAL COLOR 2" 0 LAWN Cn 0 Ln 11 T—.Leh RED YUCCA 0 FOUNTAIN GRASS LOVEGRA55 1 SEASONAL COLOR 2" I�P,E LAWN 0 0 (D LU o z Lu 0 z w COA 1. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS PART OF THE WOW SHALL BE REMOVED FROM THE J015 SITE AND DISPOSED OF AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 2. THE CONTRACTOR SHALL BE REQUIRED, AT ALL TIMES, DURING THE CONSTRUCTION TO PROVIDE WARNING SIGNS, BARRICADES, AND OTHER SAFETY DEVICES (INCLUDING TEMPORARY SAFETY FENCING AROUND THE J015 SITE) IN ORDER TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL ALL OF THE WOW HAS BEEN COMPLETED AND ACCEPTED. 3. THE CONTACTOR SHALL :BE RESPONSIBLE FOR LOCATING ALL UTILITIES, INCLUDING THE FRANCHISE UTILITIES, AND UNDERGROUND STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE CONTACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO THESE EXISTING UTILITIES OR STRUCTURES CAUSED BY HIS FORCES AND SHALL REPAIR ANY DAMAGE TO THEM CAUSED DURING THIS WORK, AT NO EXPENSE TO THE OWNER REPAIR SHALL BE WITH IN-KIND MATERIALS AND MUST BE APPROVED BY OWNER'S REP. 4. THE CONTRACTOR 16 RESPONSIBLE FOR PROTECTION OF ALL EXISTING FACILITIES IN AND AROUND THE PROJECT AREA TO INCLUDE TREES, PLANTINGS, SHELTER$, CONCRETE PAVING, BENCHES, SIGNS AND OTHER FACILITIES, THE CONTRACTOR 16 RESPONSIBLE FOR REPAIR OF ANY ITEMS DAMAGED BY HIS FORCES AT NO EXPENSE TO THE OWNER. REPAIR SHALL BE WITH IN-KIND MATERIALS AND MUST BES APPROVED BY OWNER'S REP. .5. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS AND BARRICADES AT LOCATIONS WHERE EXISTING SIDEWALK($) HAVE BEEN REMOVED OR DAMAGED. to. THE CONTRACTOR 16 RESPONSIBLE FOR PROVIDING TOPSOIL FOR CONSTRUCTION. T THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE AROUND AND DIRECTING DRAINAGE AWAY FROM THE BUILDING OR TOWARDS AREA DRAINS AS INDICATED ON THE CIVIL DRAWINGS. 4 14, 23' 2 i, P MAINTENANCE NOTES /' 1 "N 50gO ENT SHALL BE JOINTLY AND SEVERALLY 1. THE OWNER, TENANT AND THEIR AGE Ld RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. 2. ALL LANDSCAPING SHALL IBE MAINTAINED IN A NEAT AND ORDERLY r t e n I e t MANNER AT ALL TIMES. THIS. SHALL INCLUDE MOWING, EDGING PRUNING, FERTILIZING, WATERING, WEEDING. AND OTHER SUCH 1 1 6 COMMON TO I P. THE MAINTENANCE OF LANDSCAPING 003. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR � PLANTS NOT A PART OF THE LANDSCAPING. ALL 00 PLANT MATERIALS SHALL. i31= MAINTAINED IN A HEALTHY AND GROWING 0 CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR curb 'el 0 PLANT LEGEND,. 4. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING AT FLA4T1WG eE06 cnworrinm AA IS m*;*tPnP;PiA-r:= FOR -rut= A=AA^kl OF TLA= TYPIr1'=Aid. AL r%_ F-4- MATERIALS WHICH nl;= SHALL �Fk;=APPI=l At =n 1111'rL1 PLANT MAT=Ql A OF EXISTING TREES TO REMAIN. REFER TO TREE REMOVAL PLANS AND NOTES, TR -01 ATCA,LIN I . ... . I/ A (.,n SIMILAR VARIETY AND SIZE. PLANTING 4 ill = 201-011 CEDAR ELM MISCANTHUS • INDIAN HAWTHORNE io RED YUCCA 0 FOUNTAIN GRASS LOVEGRA55 BIG BLUE LIRIOPE SEASONAL COLOR LAWN Ol PLAN 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 PHONE COMPANY TO PLANT TREES ALONG DENTON TAP ROAD ON TOP OF THEIR EXISTING EASEMENT PRIOR TO INSTALLATION. PLAN PREPARED BY: TRICIA AMADOR UJOLIVER, ASLA LANDSCAPE ARCHITECT, TX LIC. 02225 6625 STUDEBAKER DRIVE MCKINNEY. TEXAS 15011 469.134k164 DIRECT 912.562BS6) FAX OWNER: MIRA MAR 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 16034 61-1-3213-11e2 PRELIMINARY PLAT ALEXANDER COURT BLOCK A, LOTS 1-205 EDWARD A CROW SURVEY, ABSTRACT NO, 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 16-211 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS oultt BLOCK & LOTS 1-26D Landscape Plan RECEIVED 2007 City of: Co ell, 1, Dallas Coun"f ty� lexas NORTH SUBMITTED:, 17 APP, 2007 TRICIA AMADOR WOLIVER,, RLA, ASLA LANDSCAPE ARCHITECT NOT FOR CONSTRUCTION LF,— 01- -6825 STUDEBAKER DRIVE MCKINNEY. TEXAS 75071 A 1. ALL AREAS SHALL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM PROVIDING 100%, COVERAGE. IRRIGATION DESIGN BY OTHERS. 2. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR 15 RESPONSIBLE FOR ADVISING THE OWNER OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 4. LANDSCAPE AREAS SHOULD BE KEPT FREE OF TRASH, LITTER $ WEEDS AT ALL TIMES DURING CONSTRUCTION, 5. CONTRACTOR 15 RE5PON5115LE FOR FINE GRADING, REMOVAL OF MISCELLANEOUS DE3RI5 AND ANY ADDITIONAL FILL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING IN ALL BED AREAS. 6. ALL QUANTITIES ON THIS PLAN ARE FOR INFORMATION ONLY. PLANT SPACING 15 AS INDICATED ON 'PLANT SCHEDULE' UNLESS OTHERWISE NOTED. IT 15 THE CONTRACTOR'S RESPONS151L ITT TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AT SPACING SPECIFIED IN THE 'PLANT SCHEDULE' REMARKS REGARDLESS OF QUANTITY INDICATED. I. CONTRACTOR SHALL MEET OR EXCEED ALL MINIMUM SIZES LISTED IN 'PLANT SCHEDULE' INCLUDING CONTAINER SIZE. 8. TREES, 5HRU1.5, GROUNDCOVER AND PERENNIAL BED LAYOUTS SHALL BE STAKED FOR APPROVAL BY OWNER PRIOR TO EXCAVATION. ALIGN .AND EQUALLY SPACE IN ALL DIRECTIONS ,ALL 5HRU1=35, GROUNDCOVER AND PERENNIALS AS NOTED IN THE DRAWINGS. S. UNLESS OTHERWISE INDICATED, .ALL 6NRU15, PERENNIAL AND GROUNDCOVER BEDS SHALL BE TOPDRESSED WITH A TWO (2") INCH COMPOST LAYER COVERED WITH A TWO (2") INCH MULCH LAYER. 10. PROVIDE ,ALUMINUM EDGING AS INDICATED ON THESE DRAWINGS. 11. ALL EXISTING PLANT MATERIAL INCLUDING TREES SHALL FSE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT MATERIAL OF LIKE VARIETY AND SIZE IF DAMAGED, DESTROYED OR REMOVED OTHER THAN AS INDICATED ON THE DRAWINGS, 12, FINISH GRADE OF PLANTING BEDS SHALL BE (3") BELOW ADJACENT CURB, PAVEMENT OR HEADER. IN AREAS WHERE (2") COMPOST AND (2") MULCH 15 TO BE APPL IED FINISH SOIL GRADES SHALL BE (3 112 ") BELOW ADJACENT CURB, OR PAVEMENT, MULCH SURFACE SHALL BE (112") BELOW 13. CONTRACTOR SHALL REMOVE ALL WEEDS WITH MINIMAL TWO TREATMENTS OF HERBICIDE PRIOR TO INSTALLATION OF FILTER FABRIC FOR AGGREGATE AREAS. 14. REFER TO THIS SHEET FOR PLANTING DETAILS 4 SHEET LP -01 FOR PLANTING SCHEDULE. 1. LANDSCAPE PLAN THE IRRIGATION CONTRACTOR 15 O13L IGATED TO REFER TO THE LANDSCAPEPLAN FOR LOCATIONS OF HEADS RELATIVE TO THE PROPOSED PLANTING PLAN. CONTACT THE OWNER'S REPRESENTATIVE FOR CLARIFICATION. 2. INSTALL LINE'S AND HEADS IN LANDSCAPE AREAS NO CLOSER THAN THREE INCHES TO CURB OR PAVEMENT. 3. LAYOUT LAYOUT SHRUB SPRAY NOZZLES TO PROVIDE 1009a COVERAGE (HEAD TO HEAD) IN THE SHRUB, GROUNDCOVER ,AND PERENNIAL AREAS WITHOUT OVERSPRAY ONTO PAVEMENTS. AVOID CONFLICTS WITH PROPOSED PLANT MATERIAL, PAYING, STRUCTURES ,AND UTILITY LINES. 4. PROVIDE A ZONED SYSTEM WITH TREES, SHRUBS ,AND LAWN ON SEPARATE VALVES. FOR SHRUBS WITHIN PLANTER E3EDS. INSTALL RAIN ,AND FREEZE SENSORS AT THE CONTROLLER LOCATION, IF NOT PREVIOUSLY EXISTING. COORDINATE LOCATION OF SENSORS WITH OWNER'S REPRESENTATIVE. THE LAWN AREA SHALL E3E WATERED WITH SPRAY OR ROTARY HEADS. 5. PROVIDE QUICK COUPLERS AT 100' ON CENTER ALONG MAINLINE WITH A BALL VALVE PROCEEDING THE QUICK COUPLER FOR SHUT OFF. LOCATE QUICK COUPLERS ADJACENT TO PAVEMENT AREAS FOR MAINTENANCE WASH DOWN OF SURFACES. 6. GENERAL NOTES NO IRRIGATION HEAD OR VALVE SHALL ESE WITHIN THREE (3) FEET OF A WATER UTILITY. NO SPRINKLER HEAD OR IRRIGATION LINE SHALL BE INSTALLED WITHIN ONE FOOT SIX INCHES (1'-6 ") FROM SERVICE DRIVE PAVEMENT. THE MAIN LINE SHALL BE THREE (3) FEET BACK OF CURB (EXCEPT FOR MAJOR INTERSECTIONS) OVERSPRAY ON SIDEWALKS WITHIN THE RIGHT OF WAY 15 PROHIBITED. NTS EXCAVATE TREE PIT 2 X'S DIAMETER OF ROOT BALL (TYP-) �;_..... :$:...:I :.............. TREE - REP PLANTING PLAN CROWN OF ROOT $ALL TO BE I" ABOVE FINISH GRADE, REMOVE 1/2 TOP OF BURLAP AND CUT ALL WIRE STRAPS, EXPOSE FLARE 2" THICK COARSELY SHREDDED HARD- WOOO BARK MULCH OVER 2" LAYER ORGANIC COMPOST, TAPER TO FLAK OF TREE TRUNK (KEEP EXPOSED), COVER TOP OF TREE STAKING FRAME PLANTING MEDIA: 50% NATIVE TOPSOIL WITH 50% COMPOST EXCAVATED NATIVE TOPSOIL -ti ROOT BALL IH 'd SCARIFY THE EDGE OF THE ANTr -TREE PL NG PIT (TYP.) t #"� INSPECTION TUBE - 4" DIA. _ CUT I" ABOVE FINISH GRADE CAP WITH 4" DIA. DRAIN GRATE ' . A COVER 4" DIA. StlaeURFACE DRAIN AT LOW SIDE OF TREE PLANTING IN PARKING LOT - REF CIVIL DRAIN PLAN PROFILE DRAWINGS PLANTER - SECTION NOTE. FOSM SAUCER WITH 2 INCH HIGH BERM AROUND TREE FOR INITIAL WATERNG AND ESTABLISHMENT. REMOVE THE BERM AFTER I YEAR PROFILE DRAWINGS TREE - REP PLANTING PLAN CROWN OF ROOT ISALL TO BE V ABOVE FINISH GRADE, REMOVE 112 TOP OF BURLAP AND CUT ALL WIRE STRAPS. EXPOSE FLARE 2" COMPOST TOPPED W/ 21" MULCH LAYER 13Y 3 FT. DIA. AT TREES IN LAWN AREAS TREE WELL AT EDGE; ''f FINISH GRADE -.----TILL. SOIL TO 12" DEPTH . WITHIN 10 RADIUS OF TREE SCARIFY THE EDGE OF THE TREE PLANTING ° PIT (TYP.) PLANTING MEDIA - COMPACTED IN 9" LIFTS INSPECTION TUBE - 4" DIA., CUT I" ABOVE FINISH GRADE s CAP WITH 4" DIA. DRAIN GRATE COYER 4" DIA. SUBSURFACE DRAIN AT LOW SIDE OF TREE PLANTING IN PARKING LOT - IMF. CIVIL DRAIN PLAN l TYPICAL TREE PLANTING AT LAWN -SECTION im NTS SIDEWALK i •, EXISTING SUBGRADE SHRU5 - REF. PLAN FOR TYPE $ SPACING GROUNDCOVER - REF PLANS 2" COMPOST TOPPED W12" MULCH LAYER 3116" X 4" STEEL EDGING FINISH GRADE AGGREGATE PLANTING MEDIA EXISTING SOIL SHRUB & GROUNDCOVER PLANTING SE 4 NTS NOTE: SPAC TO AL A^ l i --- NOTE: w.l..-r 1 REFERS UNLESS lk TRIANGULAR SPACING - PLAN I LOCATION (TYP.) 112 SPACING • PAYING EDGE/CURB 04"It BLOCK A, LOTS 1-26 Dallas County, Texas LA, ASU ;► APR ► r 2007 r r 1 r LANDSCAPE r -•--�� SHRUB, PERENNIAL OR GROUNDCOVER - REF. PLAN FOR TYPE AND LOCATION FINISH GRADE 2" COMPOST TOPPED W1 2" h' m/ x� 4 MULCH LAYER PLANTING MEDIA - REF SPEC. a SECTION 02950 w......<, a . ;...<.. <`�x.,�<i � �,.,...,>..,.�.<_-.....<w � � � �..,...�...w.� �i <i,z>ta.,..�. > ..,.a,�.,.,�.�.a< . { i � F......N•...„,,,.,w.�.$ �> t>� t<< .�< .. +`,,..�.,m.,,.,..•>� NTS SIDEWALK i •, EXISTING SUBGRADE SHRU5 - REF. PLAN FOR TYPE $ SPACING GROUNDCOVER - REF PLANS 2" COMPOST TOPPED W12" MULCH LAYER 3116" X 4" STEEL EDGING FINISH GRADE AGGREGATE PLANTING MEDIA EXISTING SOIL SHRUB & GROUNDCOVER PLANTING SE 4 NTS NOTE: SPAC TO AL A^ l i --- NOTE: w.l..-r 1 REFERS UNLESS lk TRIANGULAR SPACING - PLAN I LOCATION (TYP.) 112 SPACING • PAYING EDGE/CURB 04"It BLOCK A, LOTS 1-26 Dallas County, Texas LA, ASU ;► APR ► r 2007 r r 1 r LANDSCAPE r EXISTING TREE TO 15E REMOVED € EXISTING TREE TO REMAIN F AREA OP EXISTING TREES TO REMAIN --246 TREES AT C6" ! OR LARCxER IN THIS AREA t t 4 bC h , COUNTRY I RY E TAI ES VOL, 92188, PG3639 D.R. .Co.,Tx. 12 .4 3 43 N 74'07'14" L. c3I t 54,39' S 80$48'27, E toT' " Fid BT03'53 3 1 i 192 43 12 , k �k ,,JOSEPH C. THWE ATT ESTATE j DEFINED IN DEED TO JI , `I"HWIEATT VOL. 515, PG. 76 D. I .I . o. T. TREE NOTES REFER TO CIVIL POR REMOVAL OF DEAD TREES AND STUMPS WITHIN AREA OF LOT, UTILITY, AND ROADWAY CONSTRUCTION. REMOVE DEAD LIM55 OVER PROPOSED ROADWAY AREA TO PROVIDE MINIMUM OF T CLEARANCtr. PRUNE TREES WITHIN PROPOSED ROADWAY, SCREENWALL AND ENTRY PEATURES TO REDUCE STRESS ON TREE. DO NOT REMOVE MORE THAN 205"a OF THE CANOPY TREE PROTECTION &. R.EMOVAL. TRE PROTECTION MU$T OCCUR PRIOR. TO S1TEWORK CONSTRUCTION. TREE FLAGGING ALL PROTECTED TREE5 MUST BE PLAC-PzEP WITH COLOREr,> VINYL TAPE WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF AT LEAST FOUR FEET SO AS TO BE I VIS115LE TO WORKERS ON FOOT OR DRIVING EQUIPMENT AS PER CITY GP COPPELL 1 ORDINANCE. ROOT PRUNING 1 ROOT PRUNE ALL. TREES iJIT14IN 15' OF NEW CONSTRUCTION, USE AN IRRIGATION 1 TRENCHER SET AT 16" DEPTH TO TRENCH ACROSS THE ROOT AREA PARALLEL TO THE ;EXTENT OF THE SIDEWALKS. MAINTAIN ra' CLEAR. MIN, FROM TREE. PROTECTIVE FENCING A PROTECTED TREE (DESIGNATED "TO REMAIN" ON THE PLAN)MUST HAVE PROTECTIVE PENCINa WHICH COMPLETELY ENCLOSES THE URIs=' LINE OF THE TIDE UNTIL CONSTRUCTION 16 COMPLETED A$ PER CITY OP COPPELL ORDINANCE. DUR'INC°s CONSTRUCTION, NO EXCESS SOIL, ADDITIONAL PILL, EQUIPMENT, LIQUIDS, OR CONSTRUCTION DEBRIS MAY Ire PLACED INSIDE THE PROTECTIVE BARRIER, NOR MAY ANY SOIL 15E REMOVED FROM WITHIN THE EARRIER CONTRACTOR IS TU PROVIDE TEMPORARY, CONTINUOUS FENCINC-s AT THE DRIP LINE, MIN. HEIGHT 4 FEET. FENCING MATERIAL - REPER TO APPENDIX IN THE CITY OF COPPELL ORDINANCE FOR 5AMPLE PROTECTION FENCING OPTIONS. r ''f 108 } 97 � �� 6 034\ti 6 EXISTING TREE LIST TO BE REMOVED r �� 61 5 r r l TREE NO. DIA, SPECIES TREE NO. DIA. SPECIES , 08 , 38 a 5 3 6 HACKBERRY 106 16 PECAN {; f � Y 1• 6 b 366 11" POST OAK 107 2Q" PECAN i , ti ti 88 68 67 65 59 51 7 0 7 6" ELM 108 17" PECAN 72 f. 46 8 7" LOCUST 109 6" ELM 95 9r 89 ,, 73. 82 64 45 :. 9 8" ELM 110 7" ELM 114 44 4 10 6" ELM 113 2-6" PECAN tN * 78 71 69 Iq 90 z D fA 1 11 6" ELM 114 8'" PECAN 111 113 ao 4 79 12 13" POST OAK 122 5-12" PECAN r "1116 a � 92 4 27 '�, 13 6" LOCUST 125 17" BOIS D ARC 'x 112 �17 t51k> 88 76 �75 ,.�.. ,<.,��:�5...,.. „ „ t 8 1 ,, €... 14 6 BOIS D ARC 129 3-10 CEDAR 119 1 15 6'1Y POST OAK 130 7" CEDAR 10 13 1 s 124 121 16 1Q ELM 131 8 CEDAR 125 t22 182 Ed 2? 1Q"" POST OAK 132 10" RED OAK € 1 123 1 € 33 12" PECAN 133 71. PECAN A23 1 � �� t 34 a ,....X26 _ .� .. a .� E 34 12" PECAN 134 6" HACKBERRY t 29 2-6 I 35 15" CEDAR 135 13" CEDAR 10 136 183 86 � 145 43 17" PECAN 136 24" PECAN 'r E (��y ,,,... i 142 42 . 8 X37 18 183 44 7" ELM 137 61' HACKBERRY 1 143 7 189 ell.87 t f2" €.P.. € 45 10" ELM '438 7" PECAN 2 44 190/ 46 6+' ELM • 140 7`„ MESQUITE' .',... G 1 r 168 191 I 1 47 9 ELM 141 12 PECAN 0< tvi \ 172 171` „ Y, t�}6 17 1656 #169 ✓ 48 13" ELM 145 7" CEDAR 173 49 11" ELM 146 6" HACKBERRY 152. ;7Q 173 „ 5Q 11 PECAN 147 7„ i" 148 151 164 �r t 61 17 178 w w ~ . " " _ - �� o < 163 018o t _ 51 18" PECAN 148 6" MESQUITE sura €n€+ w �1p' 176 A1177' 181 55 28" PECAN 152 14" PECAN 15 1 158 179 56 15" BOIS D ARC 153 2-12" BOIS D ARC MIRA MAR DEQ'. CORP. �� `X �a•g�' 57 11" ELM " OC. 200600465959 � 1 t t 54 � 159 � 14 2 It 154 16 POST" OAK -` f 157 13 8--11 l 62 12 CEDAR 158 8" CHITTAMWOOD J, , 0. ` , 155 �0 156 12 l 63 12" CEDAR 167 8" PECAN V u 24--•26 � 18-20 r 61,QQ' f 64 11" CHINABERRY 171 7" ELM 32 31 28 27 23r x`22 21 16 7 µ.r6° N 65'09" E 210.13'5 9" CHINABERRY 172 22" CEDAR Z�_� 5 �°7 Q 2� _ 4 12 66 6" RED OAK ELM 173 16' 2811.56' .1�.'< „ 7 11O€�_„ 1 „ ,x s � .9' P.O.B.€�69 HACKBERRY 74 1Q MESQUITE 7Q 7 GHITTAMWOOp 175 9"' ELM 29 9,�2 I>P.F. „ 71 611 CHINABERRY 187 8" CEDAR _..._ ns ru�r Dan - ., �_ NF 1 �sEztDG _`� rsaML t nspiix xaui 82 7 188 ”" CHINABERRY 8" CEDAR .... � «w,. gra ' ,«e.- «w�., .„.,.:.«.•,-„.,...., ..,,. .......«..,-....—......,•.. ,... w......,.•- .,... .... »....,............ ......w., -,. ....•.,,..,,,....,,........w....«..,.,.....,a.,.. ..,,,,,...,.......,.,�yeit '�' < 4 83 2-1 PECAN 189 .7 POST OAK 1 84 2-16n PECAN 190 PECAN OF Q 1 96 8” PECAN 191 12" RED OAK FIRSTFIRSTI��P BAPTIST CHURCHCHURCCOPPELL VOL. 95167, PG, 5885 I 97 7" PECAN 1062 total calipers to be removed Q.R.D.Qo. `I', HMA RPLAT T „ 1 .1 7 AIaRE RICH � € 101 1Q PECAN (64) total unprotected cal. SUMMIT AT THE SPRINGS DEDICA71ION PER THIS P��,T € WAY 103 -1 PECAN 998 TOTAL CALIPER INCHES {-�• {}'.^•� }�..^�.^�•+� � 104 2-1$" PECAN TO s1= MITIGATED 5.-... k '7 Eye.+` A.... 17 V i3 3�fx i i`5 �S ^�E k fi ri` t'i h i 105 18" PECAN ,5FECIIE5 TC7TAL rRUNK51 TOTAL CAL. INC t TREE6 TO �3E RfFM0YE1D= 5=E3015 D ARC: I � NO a = E3015 D'rARC`. 4 5& YE C= CEr,>AR 11 142 YE6 C�3=CISINAERRY 4 33 ` E6 CH=C-H1T7"AMW0 D 2 13 `'I'E8 I.E = LM N = H ACKE EER 'Y 18 1 1-r-4 44 "' 155 NO 1_ = LOCU5T 2 13 Yee M M MIE5aUITIE 2 1.4 toT' " Fid BT03'53 3 1 i 192 43 12 , k �k ,,JOSEPH C. THWE ATT ESTATE j DEFINED IN DEED TO JI , `I"HWIEATT VOL. 515, PG. 76 D. I .I . o. T. TREE NOTES REFER TO CIVIL POR REMOVAL OF DEAD TREES AND STUMPS WITHIN AREA OF LOT, UTILITY, AND ROADWAY CONSTRUCTION. REMOVE DEAD LIM55 OVER PROPOSED ROADWAY AREA TO PROVIDE MINIMUM OF T CLEARANCtr. PRUNE TREES WITHIN PROPOSED ROADWAY, SCREENWALL AND ENTRY PEATURES TO REDUCE STRESS ON TREE. DO NOT REMOVE MORE THAN 205"a OF THE CANOPY TREE PROTECTION &. R.EMOVAL. TRE PROTECTION MU$T OCCUR PRIOR. TO S1TEWORK CONSTRUCTION. TREE FLAGGING ALL PROTECTED TREE5 MUST BE PLAC-PzEP WITH COLOREr,> VINYL TAPE WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF AT LEAST FOUR FEET SO AS TO BE I VIS115LE TO WORKERS ON FOOT OR DRIVING EQUIPMENT AS PER CITY GP COPPELL 1 ORDINANCE. ROOT PRUNING 1 ROOT PRUNE ALL. TREES iJIT14IN 15' OF NEW CONSTRUCTION, USE AN IRRIGATION 1 TRENCHER SET AT 16" DEPTH TO TRENCH ACROSS THE ROOT AREA PARALLEL TO THE ;EXTENT OF THE SIDEWALKS. MAINTAIN ra' CLEAR. MIN, FROM TREE. PROTECTIVE FENCING A PROTECTED TREE (DESIGNATED "TO REMAIN" ON THE PLAN)MUST HAVE PROTECTIVE PENCINa WHICH COMPLETELY ENCLOSES THE URIs=' LINE OF THE TIDE UNTIL CONSTRUCTION 16 COMPLETED A$ PER CITY OP COPPELL ORDINANCE. DUR'INC°s CONSTRUCTION, NO EXCESS SOIL, ADDITIONAL PILL, EQUIPMENT, LIQUIDS, OR CONSTRUCTION DEBRIS MAY Ire PLACED INSIDE THE PROTECTIVE BARRIER, NOR MAY ANY SOIL 15E REMOVED FROM WITHIN THE EARRIER CONTRACTOR IS TU PROVIDE TEMPORARY, CONTINUOUS FENCINC-s AT THE DRIP LINE, MIN. HEIGHT 4 FEET. FENCING MATERIAL - REPER TO APPENDIX IN THE CITY OF COPPELL ORDINANCE FOR 5AMPLE PROTECTION FENCING OPTIONS. r ''f 108 } 97 � �� 6 034\ti 6 EXISTING TREE LIST TO BE REMOVED r �� 61 5 r r l TREE NO. DIA, SPECIES TREE NO. DIA. SPECIES , 08 , 38 a 5 3 6 HACKBERRY 106 16 PECAN {; f � Y 1• 6 b 366 11" POST OAK 107 2Q" PECAN i , ti ti 88 68 67 65 59 51 7 0 7 6" ELM 108 17" PECAN 72 f. 46 8 7" LOCUST 109 6" ELM 95 9r 89 ,, 73. 82 64 45 :. 9 8" ELM 110 7" ELM 114 44 4 10 6" ELM 113 2-6" PECAN tN * 78 71 69 Iq 90 z D fA 1 11 6" ELM 114 8'" PECAN 111 113 ao 4 79 12 13" POST OAK 122 5-12" PECAN r "1116 a � 92 4 27 '�, 13 6" LOCUST 125 17" BOIS D ARC 'x 112 �17 t51k> 88 76 �75 ,.�.. ,<.,��:�5...,.. „ „ t 8 1 ,, €... 14 6 BOIS D ARC 129 3-10 CEDAR 119 1 15 6'1Y POST OAK 130 7" CEDAR 10 13 1 s 124 121 16 1Q ELM 131 8 CEDAR 125 t22 182 Ed 2? 1Q"" POST OAK 132 10" RED OAK € 1 123 1 € 33 12" PECAN 133 71. PECAN A23 1 � �� t 34 a ,....X26 _ .� .. a .� E 34 12" PECAN 134 6" HACKBERRY t 29 2-6 I 35 15" CEDAR 135 13" CEDAR 10 136 183 86 � 145 43 17" PECAN 136 24" PECAN 'r E (��y ,,,... i 142 42 . 8 X37 18 183 44 7" ELM 137 61' HACKBERRY 1 143 7 189 ell.87 t f2" €.P.. € 45 10" ELM '438 7" PECAN 2 44 190/ 46 6+' ELM • 140 7`„ MESQUITE' .',... G 1 r 168 191 I 1 47 9 ELM 141 12 PECAN 0< tvi \ 172 171` „ Y, t�}6 17 1656 #169 ✓ 48 13" ELM 145 7" CEDAR 173 49 11" ELM 146 6" HACKBERRY 152. ;7Q 173 „ 5Q 11 PECAN 147 7„ i" 148 151 164 �r t 61 17 178 w w ~ . " " _ - �� o < 163 018o t _ 51 18" PECAN 148 6" MESQUITE sura €n€+ w �1p' 176 A1177' 181 55 28" PECAN 152 14" PECAN 15 1 158 179 56 15" BOIS D ARC 153 2-12" BOIS D ARC MIRA MAR DEQ'. CORP. �� `X �a•g�' 57 11" ELM " OC. 200600465959 � 1 t t 54 � 159 � 14 2 It 154 16 POST" OAK -` f 157 13 8--11 l 62 12 CEDAR 158 8" CHITTAMWOOD J, , 0. ` , 155 �0 156 12 l 63 12" CEDAR 167 8" PECAN V u 24--•26 � 18-20 r 61,QQ' f 64 11" CHINABERRY 171 7" ELM 32 31 28 27 23r x`22 21 16 7 µ.r6° N 65'09" E 210.13'5 9" CHINABERRY 172 22" CEDAR Z�_� 5 �°7 Q 2� _ 4 12 66 6" RED OAK ELM 173 16' 2811.56' .1�.'< „ 7 11O€�_„ 1 „ ,x s � .9' P.O.B.€�69 HACKBERRY 74 1Q MESQUITE 7Q 7 GHITTAMWOOp 175 9"' ELM 29 9,�2 I>P.F. „ 71 611 CHINABERRY 187 8" CEDAR _..._ ns ru�r Dan - ., �_ NF 1 �sEztDG _`� rsaML t nspiix xaui 82 7 188 ”" CHINABERRY 8" CEDAR .... � «w,. gra ' ,«e.- «w�., .„.,.:.«.•,-„.,...., ..,,. .......«..,-....—......,•.. ,... w......,.•- .,... .... »....,............ ......w., -,. ....•.,,..,,,....,,........w....«..,.,.....,a.,.. ..,,,,,...,.......,.,�yeit '�' < 4 83 2-1 PECAN 189 .7 POST OAK 1 84 2-16n PECAN 190 PECAN OF Q 1 96 8” PECAN 191 12" RED OAK FIRSTFIRSTI��P BAPTIST CHURCHCHURCCOPPELL VOL. 95167, PG, 5885 I 97 7" PECAN 1062 total calipers to be removed Q.R.D.Qo. `I', HMA RPLAT T „ 1 .1 7 AIaRE RICH � € 101 1Q PECAN (64) total unprotected cal. SUMMIT AT THE SPRINGS DEDICA71ION PER THIS P��,T € WAY 103 -1 PECAN 998 TOTAL CALIPER INCHES {-�• {}'.^•� }�..^�.^�•+� � 104 2-1$" PECAN TO s1= MITIGATED 5.-... k '7 Eye.+` A.... 17 V i3 3�fx i i`5 �S ^�E k fi ri` t'i h i 105 18" PECAN ,5FECIIE5 TC7TAL rRUNK51 TOTAL CAL. INC TECTIEI�) TREE6 TO �3E RfFM0YE1D= 5=E3015 D ARC: I � NO a = E3015 D'rARC`. 4 5& YE C= CEr,>AR 11 142 YE6 C�3=CISINAERRY 4 33 ` E6 CH=C-H1T7"AMW0 D 2 13 `'I'E8 I.E = LM N = H ACKE EER 'Y 18 1 1-r-4 44 "' 155 NO 1_ = LOCU5T 2 13 Yee M M MIE5aUITIE 2 1.4 NO M = i'>'11E'5QUI'1"E 1 10 YES F = F EC.AN 35 481 YfE5 FO= FO5T OAK & 66 YfE5 PCO = REr,) OAK 3 28 I TOTAL C:,AL IPiE R INCH E`5 TO MI TIa ATE = 998 f TREE MITIGATION REQUIREMENTS Determination in Inches: INCISES CI I I) of TREE RIE'I'''fOVEFD 998 inches (D5H) TIME6 W I Inch X Iia equals (=) 998 Inches (DEH) C, RO65 RETRI15UTION In INCHES (DeH) Determination In Dollars. G R06$ RETR15UTION in INC-HE6 (D5H) TIME6 W fl00.0 0 equals (=) GR055 RETRIE3UTION in DOLLAR6 998 Inches (D51-1) ••s rte. *100.00 GRO65 RETR15UTION 998 Inches (D5H) minus (-) I=FRE5ERV'ATION CREDIT: Trees Preserved on 51te 280f9 Inches (E)5H) divided by Total `gees on 51te 38@i Inches (]:>5 -1) ecjuals (=) Freservatton Percentage -13.19 51/1 - times W Gsross ?Retribution 998 Inches (II. H) equals FRE5ERVATION CREDIT -13(o Inches (r)51-1) minus (w) LANUSC:.AFING CR I:�fT -40 Inches (I SN) eC�uals l=� NET RETR15UTION 222 Inches (Del-[) time's (? ) *100.00 x 1`100.00 equa Is(=) 22,200ZO NET RETR15UTION IN DOLLAR6 f 22,200.00 ENGINEER- ZWINGGI ENC�INEERINCA/FLANNING-LC: 150 f=AR15I-I LANIE, #337 P.O. 5OX 1241 940-390-0040 E,AX, 81Z-�3I-0299 6URVEYOR: 5F=M C,O 5URVEYING, INC. 3208 SOUTH MAIN 6T I T ET, UJQRTN, TEXA6 `19;, 110 $il-92row"187ir FAX: 8I�1-2 --ISS OWNER- MIRIA MAR 6003 6UN1r ERLAND DRIVE COL.LIEYVILLE, TEXAS '16034 81l-329-1192 `2i a 1,JE1D' PRELIMINARY PLAT ALEXANDER COURT at -©CK. A, LOT$ 1-26 EDWARD A. CROW SURVEY, A56TRACT NO. 301 J.W. ANDER60N SURVEY, A15$TRACT NO. 18 18.2'11 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TE>CA3 BLOCK A, LOTS 1-26 City of Coppell, Dallas Counth, Texas SUBMITTED- 16 APR 2007 TRICIA AMADOR WOLIVER, RLQ►., ASLA NDSCAPE ARCHITECT TR -01 6825 STUDEBAKER DRIVE CKNNE. TEXAS 7507 BIG CEDAR ADDITION VOL 92125, PG. 3455 D.R.D.Co.,Tx. :Lj COUNTRY ESTATES VOL. 92188, PG. 3639 D.R.D.Co.,Tx. 0*0 -'LIMIT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY NATHAN MAIER ENGINEERS 4001v, #**12 CURVE TABLE EDWARD A. CROW SURVEY GRAND COVE ESTATES CURVE LOCATION LENGHT RADIUS DELTA TANGENT LEGEND ABSTRACT NO. 301 VOL. 94190, PG. 4358 C1 LINE "A" 97.27' 200.00' 27'51'57" 49.62' I.P.F IRON PIN FOUND D.R.D.Co.,Tx. C2 LINE "A" 96.73' 197.68' 28'02'07" 49.35' 10 11 C3 LINE "A" 157.02' 291.19' 30'53'47" 80.47' SANITARY SEWER M.H. C4 LINE "A* 51.24' 193.00' 15*12'41" 25.77' C5 LINE "A" 127.51 793.00' 09*12'45" 63.89' WATER VALVE 9 C6 LINE "A" 95.51' 226.66' 24'08'32" 48.47' C7 LINE "A" 42.53' 267.34' 09*06'56" 21.31' FIRE HYDRANT 9 ........... C8 LINE "A" 122.14' 706.82' 09*54'04" 61.22' GRAPEINE CREEK C9 LINE "A" 34.56' 257.00' 07*42'15" 17.30' POWER POLE V C10 LINE "A" 63.60' 307.00' 11 "52'10" 31.91' Oo�71 C11 LINE "A" 24.59' 163.00' 08'38'36" 12.32' -E-E- OVERHEAD ELECTRIC C12 LINE "A" 77.65' 200.00' 2214'44" 39.32' EXISTING SANITARY C13 LINE "B" 114.79' 153.00' 42' 59'10" 60.25' -ss- SEWER LINE C14 LINE "B" 43.81' 343.10' 07*18'58" 21.94' 10 C15 LINE "B" 1 125.29' 1 183.82' 1 39.03'12- 65.19' EXIS71NG WATER LINE PROPOSED WATER LINE 12 PROPOSED SANITARY i r SEWER LINE JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO LIMIT OF 100 YEAR FLOOD PLAN J.W. THWEATT BASED ON FLOOD STUDY BY j VOL. 515, PG. 76 4404..,Mom wommu mom r W -mm "`NATHAN MAIER ENGINEERS D.R.D.Co.T. 0000 000 "woo BLOCK A R 1 17 15 6 4000Original Scale 1" = 50 co 5+86.77 LINE "Am= 0+00 LIN 25 50 190 N CONSTRUCT 4' DIA MANHOLE 18 ==3mmmmwmd::= Graphic Scale in Feet 001\ 14 19 20 8 (P0000 + 7' EYP I I - I I/- 1#00 0#101* 1\ P� \ \ 7' TYP F1-0+77.41 LINE "A" CONSTRUCT 4' DIA MANHOLE 0 CP\ Lp $+ 4%, 10 + 0.725 AC. STA 12+12.14 END & (SURVEYED) INSTALL 8" CLEAN OUT ".XISTING 16" WATER LINE 7 THE RESERVE VOL.98249, PG. 23 D.R. D.Co., Tx. DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. VUL. 9/UZ6, HG. 3493 D.R.D.Co.,Tx. 0 wl z =1 cr L10' GENERAL TELEPHONE ESMT VOL 70251. PG. 356 D.R.D.Cmj. "NERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D.R.D.Co.j. 6 A EDWARD A. CROW SURVEY GRAND COVE ESTATES N> ABSTRACT NO. 301 VOL. 94190, PG. 4358 N 10 D.R.D.Co.,Tx. 9 IN 87'03'53" E 192.64' 9 . . .............. 69. 1*% �2s 1 .4 q GRAPEVINE CREEK 09 j fl E -I COUNTRY ESTATES 10--y VOL. 92188, PG. 3639 1 qP'>" D.R.D.Co.jx. 12 PROPOSED 0' DRAINAGE EASERENT:- Ay 4)' -7-7 '1Z 12 <; R, *(:p z 0' JOSEPH C. THWEATT ESTATE 4: z\ k-6DEFINED IN DEED TO zz'z:�' / LIMIT OF 100 YEAR FLOOD PLAN .�' J.W. THWEATT Z-1 BASED ON FLOOD STUDY BY VOL. 515, PG. 76 48.29 avow NATHAN MAZER ENGINEERS D.R.D.Co.T. momm N 74`07'14"E C� 54.39' 62 - �,,, *�"% ""� 1'►' e 1 S 80*48'27" E 13 BLOCK A 15 1PROPOSED 30 STORM LINE P-1 SANITARY SEWER 17 MANHOLE 16 \iJJ >- � I 1-1� ---_ I -" Ld 0 1, "UMIT OF 100 YEAR FLOOD PLAN v,- — — -- — — — -�&- n ---- I > BASED ON FLOOD STUDY BY 'Is ss--_ I --, -- 1Z ry 00 NATHAN MAIER ENGINEERS 14 18 1189 0 z z jqj� ss RM LINEI 0 3.0 ---- PROPOSE 21 RCP`-STO-1 swam M11I EXISTING 1 EWERjJNE & EASEME IRCP STORM LINE] TO BE-)(BAND2NED 13 [PROPOSED 21 — N 25' SEWER SANITARY� `VVsfts EASEMENT 7' TYP VOL 95203, PG. 2898 Z ss D.R.D.Co.j. m EWER NA '-(0 —i ASPHALT —:;7 —s L�-Nor --R,. 21 0"12 V, - PC. SANITARY SEWER EAS -VENT _ss LL! —491 E! I TO BE ABANDONED ISY THIS PLAT FIRE HYDRANT PROPOSED 8" 3125 PVC M 7' TYP S SANITARY SEWEPCI 'C14 PROPOSED ss-- "ks9ko S*S v e, O� SDR -35' '--t- ss f�- SANITARY SEWER -LINE TYPI '0000 7' TYP PROPOSED STORM INLET ss-� \I'- .0 04 ss-- '9 30 A4 in sfts--- z 400p� 4 OL YMPIA 0) PROPOSED 8" SDR -35 411:' 5 PVC 22--, SANITARY SEWER -LINE 0 NN N� (10 (-0- C*), '96 -A 7* 27 FIRE E HY RAWf, 7"4 4,980. PROPOSED 8" PVC -WATER LINE FIRE RAN \1 23 :A VIC. 3 7' TYP A 6' S ,, i< f 8 g-�" b e PROPOS -X LL 1 20' UTILITYED ESMT. 10Ln 26 4- �OI V 0.725 AC. u0A LOCK 28 AO j�k' {SURVEYED}10, A 7 2 ;top x PROPOSED 8" SDR -3 PVC / CONNECT PROPOSED 8" ER ISANITARY SEWER LI Y ' F 0( TO NG 16" WATER RH C*4 -nLI 1 9 Z' 20' uTY' EASEOPOSEDMEN1\ 25 24\ 'MIRA MAR DEV. CORP. BLOC "'I K A DOC, 200600465952 8SAN. SEW. ESMT. 0 Li VOL. 93215, PG. 8992 D.R.D.Co.,Tx. \SANI RY SEWER/ n* —504— ANHOLE TYP \Q.R.D.CO.,T. LINE" 2 -4 29 X UNDERGROUND ARKER " 3ELEPHONE MEND PLUG 8WATER LINE 60. O' TELEPHONE 14 VAULT 26X 89k*25'09" F, 210.f4l 00 __I- -N�- .It m - L— 7-- _,222.76' I PO 'F CURB STATION - z 7' 59; ED 0 s 3 - 'LIT F. 819-2��2 W 4:2p.29 ix j Nx Extstihq R.O.W. top 493 200.58 UFT 0- NDERGROUNAQ ATE INLkT- - ss— SSLZZ— 9'4'2 9'11 6 2 8.3 24. TELEPHONE ss— ss-> s ss— ss— ss— ss— ss— ss jss— ss— ss— SS-:— ss ss— ss— S-8 --,"PROPOSED BACK OF., URB--:�3 ss ss ss-i�- S)s ss— ss -t— ss= ss-�7- ss— ss-�- ss— ss �-ANITARY 9WER 4" ss -ss— M-- ss— ss—ss ss— ss—_ss!�c 3 ss—ss ss:��; —ss— > ss CONCRETE WALL ASPHALT ROAD CONCRETE BRIDGE SANITARY SEWER ASPHALT ROAD l CONCRETE WAU. MANHOLE b CONNECT PROPOSED 8" SEWER LINE L TO EXISTING 24" SEWER LINE CONNECT PROPOSED 8" WATER LINE TO EXISTING 16" WATER LINE EXISTING 16 WATERUNE 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 ABSTRACT NO. 1296 XIS NG 2 �LII ASPHALT ROAD z Z 8 0 EXISTING TF a SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D.R.D.Co.,Tx. iia _0 'HEL ROAD MANHOLE u') EXISTING 1,6* WAIER.UNE POWER POLE FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 NEI D.R.D.Co.T. 0.147 ACRE RIGHT-OF-WAY E -E 0 I 6 -b; I tnj 0 0 I —N- Original Scale : 1 50 0 25 50 100 Graphic Scale in Feet V. LEGEND -- I.P.F I.P.F IRON PIN FOUND E -I SANITARY SEWER M.H. WATER VALVE 16. FIRE HYDRANT t& POWER POLE —E—E— OVERHEAD ELECTRIC —ss—ss— EXISTING SANITARY SEWER LINE 10' EXISTING WATER LINE PROPOSED WATER LINE VOL 70251, PQ 356 PROPOSED SANITARY SEWER LINE —N- Original Scale : 1 50 0 25 50 100 Graphic Scale in Feet V. 60.0' E -I I.P.F. 0 0 T-3 0 Lu 8 10' GENERAL TELEPHONE ESMT VOL 70251, PQ 356 D.R.D.Co.,T. 1,I I.P.F. 50.0' o-- (D 00c6 .9 r 0 .0-1 0 =3 0 10' C-ENERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D.R.D.Co.j. I %, / (9) 11\�- 610JDERGROUND TELEPHONE CV- 13 MARKER 0— P.P.B. SANIT RY SEWER 1/2 I.P.F. NHOLE WATER SANITARY SEWER MANHOLE tit 00 ry- V) d z z 0 U) Ix 0 W 0 <X Z F— < to LO U M YCL I-: 0- M Lu 'ZI: 0 I 4: <0 0 z C14 z o _j ASPHALT _7 EDWARD A. CROW SURVEY GRAND COVE ESTATES ABSTRACT NO. 301 VOL. 94190, PG. 4358 10 11 D.R.D.Co.,Tx. X 4 � 9'03'53" E 192.641 N 87 ............... 69 E-41 9 — 1�� — — ft%�. �' 0 09 I q. GRAPEVINE CREEK 734.66' E-4 co COUNTRY ESTATES 110 TO VOL. 92188, PG. 3639 4 HD.R.D.Co.,TX, <0 b). 12 PROPOSED 20DRAINAGE EASELENT. 6, b-1, I 11 \ A N '77-01" 12 JOSEPH, C. THWEATT ESTATE DEFINED IN DEED TO LIMIT OF 100 YEAR FLOOD PLAN J.W. THWEATT BASED ON FLOOD STUDY BY 1 VOL. 515, PG. 76 48.29' NATHAN MAIER ENGINEERS D.R.D.Co.T. Soso N 74'07' 14" E $ 54.39 13 S 8004827" E N BLOCK A I I PROPOSED 30 R ST LINE 15 ORm 17 SANITARY SEWER � 00k/ MANHOLE 16 40 lob. "UMIT OF 100 YEAR FLOOD PLAN �\ 000 BASED ON FLOOD STUDY BY NATHAN MAIER ENGINEERS 14 18 A ao' ss ss PROPOSE Q 21 RCF -STORM LINE EXISTING 12!!-SEWER_L',NE & E gloom Mftft '�SIZME IPROPOSED 21" CP' STORM LINE I TO B ANDQNED 13 7' TYP N 2V SEWER SANITARY� ryry <�/ I--,'✓ ss EASEMENT ss swam VOL 95203, PG. 98 ;, D.R,D,Co.,T289 IND. �b C3 �11 20' 6 ERSq A fj� NIT /0000-� 79, P_G_ SSE4 21 2, D. f vq uj SANITARY SEWER EASEI ENT PROPOSED' �8 ITO BE ABANDONED Y THIS PLAT. 7P 'M FIRE' HYDRANT 1r_ � 1F3_5 PVC ss ISANITARY gWER L1 ss Mom 04 000 ss--_ ss-_ ---tZ-4 ;Pv1C 0-) PROPOSED 8" SDR-WPV9 'TYR '00 ISANITARY SEWER -LINE 7' 1)? PROPOS INLET jo. 0 z lv _4� YAfpA 4 -7 -- LA Y 4 'j� 0. 5 PRO POS -E -D-8" SDR -35 PVC 22 0- SANITARY SEWER -LINE xl� \ V 1 1 U. 1h ik r4 t9n 7' 27 FIRE H RA4T- ' r 7. TYP in 7PROPOSED 8" PVC -WATER LINE FIRE Y RAN SZ rs A .4. 3 23 '- 7' TYP to A 0. X PROPOSED 20' UTILITY ESMT. 10, �"" 26 41 28 LOCK 0.725 AC. 1_0`1 ��` J '40 (SURVEYED)] A' 7 11 0 - I k % PROPOSED 8" DR% 1\ JTCn0i'NNEQ PRO 0) L7 OR SANITARY SEWER LI PVC Z4 rX POSED 8- -WATERt,, yl$tT ER 5 PROPOSED 8" PV`C±ATER DR ING 16" WATER '`PROPOSED ------- I— rl- If 04 2o* UTILITY b�r�ENT\ ------ 25 24\ -/MIRA MAR DEV. CORP.00 8 BLOCK A\ DOC. 200600465952 -'q �p VSLO SAN- SWESMT. jttl 3 155 5, PG. 8992 —54— v D. R. D. Co., Tx. SANT RY SEWER/ 0 2 n: ANHOLE iyii- D.Coj. PROPOSED 8" PVC WAT0 LINE11 A/ 49�129 UN 7 TrHROUND PNE MARKER -,-IEND -PLUG 8" WATER LINE LO 1rAx_rnufvr_ - VAULT -t _0�s 6X 06 TION 200.58 , UFT STATION 1 X ERGROUNP 1'0� TELEPHONE — ss— ss—> S;_ ss- ss— ss— ss— ss— ss _ss— Iss— ss— ss—ss- ss -1. ss— 628.32' PROPOSED BACK 0 F .CSB,.. > s "'a9 29'11 ' ------ xss ss— ss— ss— ... ss ss— ss- ss— ss—_ss,, CONCRETE4ALL ss— ss— ss-- ss S�s_ ss— ss ss wAjyJTARY SEWER MANHOLE ASPHALT ROAD CONCRETE BRIDGE SANITARY IS IN 24 WE LI ASPHALT ROAD ETHEL OAD .,ftWER11 ASPHALT ROAD C� CONCREM WALL MAN ul ONNEcr PROPOSED 8" SEWER LINE z 0 FIRST BAPTIST CHURCH OF COPPELL TO EXISTING 24" SEWER LINE Z CONNECT PROPOSED 8" WATER LINE VOL. 95167, PG. 5885 TO EXISTING 16" WATER LINE > D.R.D.Co.T. 1EXISTING 16" WATER LINE rn E 4 EXISTING 16" WATER LINE THE RESERVE VOL.98249, PG. 23 D.R.D.Co.,Tx. DALLAS COUNTY VOL. 91251, PG." 5059 D.R.D.Co.,Tx. SUMMIT I A I THE Z:eKINUS VOL. 97023, PG. 3493 D.R.D.Co.,Tx. IXI J.H. SIMMONS SURVEY ABSTRACT NO. 1296 ss - 89525'09' 210- ' kCK OF CURB,, Cv g.9'tp 493.3 0' 2 28:11N W A),O ATE 2 9', INLkT,_r1__1,,, SS— SS 5S— SS— SS--rfM ) SA EXISTING 16* WATER LINE L .E POWER POLE 0.147 ACRE RIGHT-OF-WAY DEDICATION PER THIS PLAT I I LEGEND — I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE FIRE HYDRANT POWER POLE —E—E— OVERHEAD ELECTRIC —ss—ss— EXISTING SANITARY D.R.D.Co..T. SEWER LINE EXIS71NG WATER LINE PROPOSED WATER LINE . .... PROPOSED SANITARY SEWER LINE I I 1/,2- I.P.F. 0 SANITARY SEI MANHOLE Original Scale : 1 50 0 25 50 10 Graphic Scale in Feet 10' WENERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D.R.D.Co.j. (8) vjwDERGROUND '44W P.P. B. SEWR_J/-:� I.P.F. XE I WATER WATf_R & SANITARY SEWER FZAN TIM BENNETT ENGINEERING timbennett3@verizon. net 203 JACKSON STREET WYLIE, TEXAS (972)-429-3993 IT, 0 =0 fm I NI, M,WTITIM �MMFPWMWMU o) w 10' GENERAL TELEPHONE ESMT VOL 70251, PG. 356 D.R.D.Co..T. 1/,2- I.P.F. 0 SANITARY SEI MANHOLE Original Scale : 1 50 0 25 50 10 Graphic Scale in Feet 10' WENERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D.R.D.Co.j. (8) vjwDERGROUND '44W P.P. B. SEWR_J/-:� I.P.F. XE I WATER WATf_R & SANITARY SEWER FZAN TIM BENNETT ENGINEERING timbennett3@verizon. net 203 JACKSON STREET WYLIE, TEXAS (972)-429-3993 IT, 0 =0 fm I NI, M,WTITIM �MMFPWMWMU ................ PROPOSED 30" RCP - LIMIT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY NATHAN MAIER ENGINEERS PROPOSED 3-10' STD INLETS--\ PROPOSED— " 2 RCP \1K mW 8.49 ACR; �0,00 41.5 c 40, q. GRAPEVINE CREEK < j LIMIT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY NATHAN MATER ENGINEERS // Rom -14- Original Scale : 1 50 0 , 25 50 100 Graphic Scale in Feet VINCINITY MAP ION LANT T'ON om SztOSPLANT PANIS S --$EBB COOPER OAK OAK 4KAYEE Z COZBY 7. 0 BROOKS 0 0 DILLARD z z BETHEL SITE -14- Original Scale : 1 50 0 , 25 50 100 Graphic Scale in Feet ASPHALT ---;7 —0 ry W, 04 to 0) EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 10 COUNTRY ESTATES L. 92188, PG. 3639. 8.04' N 87.03'53 E 192-64� D.R.D.Co.,Tx. ... .............. oa 9 184.60' 09" z r GRAPEVINE CREEK ss, 4, 66' 10 g -ApW N tA 0 12 z---------------- C<J� a b— — — — --- — — — — — — 17-49 JOSEPH C. THWEATT 10 ESTATE 12 DEFINED IN DEED TO 7.00 JX THWEATT co ---------- VOL. 515, PG. 76 t - ---- ----------- Cj D.R.D.Co.T. K A5* 48.29' N 74-07'14'* E 90" -bbi 0 3 S 80*48'27" E �\0 1 54.39 rot O• w SANITARY SEWER 46 MANHOLE 1, It ror� .18 m 157 14 Z& 16 10 .11 / 17 01.t - 7 1 z I 4 F49 1. 01 7� V\ N 25 SEWER SANITARV 12-63-- EASEMENT 3' N, 15. VOLVO�\95203, PG. 28981 77.3 51-319 13 1 "9% \D.R.D.Co.,T. 0 --2-0 2 W — .01 a92.Oj CV 3 .0 el '9 0* C14 50 21 L EASEMENT A' SANITARY SEWER E -3 9.0 TO BE ABANDONED /BY THIS ,PEAT. 85.77 .92 am A 34-83! — — — '"SIGHT �. I V w. EASEMENT ......... ro 0 0- _Nzz� 1_4 SANITARY SEWEIi'�� X. 00 C, —_MANHOLE--.. Z -- — — — — — — -- NZ 0. T i0-47' �.ZW 70 — 7 [492.0 96 I I I AIN O� 1 \ cp f A _`� 9 ., ` E ENT 25.63" S -7 ('SFEEE E '_FT F E zo Ji L b P 0. 4 C *,W'47 N A I t4 01 X 2k, T-2 .0 T -p A' V 22 a: cv . --I .$ 111� % _. aF t!� II — N'. Lou N 89'35'03" E T .3 N IR I 50 0 GOV z Lov ta C� b Agx, 3 23 V 1) i so, 7'.) �q -"IZ5.2.3# o.135A jp� o lel CD % E S 85 N 86'50'07' 20' SEWER SANITARY, cry 152 't'5 0. EASEMENT 03 26 "I VOL. 93215, PG. 899/2 r. D.R.D.Coj./ 1k1 OR 00 0 P. OD .0 49.3 2 b 4. lb N, L0 156-08 173.04' #29 E 'Al N 8404 Lit (;I 0.725 AC. 9 /Z 89*28'37" E i��- Z4 N 1 /4 /7 'Z� ACCESS ESS/ MAINTENANCE SANITARY (SURVEYED) MAN OLE \ EASEMENT* 8 "I '0/p.) 5' MA4NTENA /0D EASE-YENT DOC. 200600465952 2 11 00. T—) 110 MIRA MAR DEV. CORP. V., D.R.D.Cojx. MAINTENANCE 01 7 EASEMENT k V \ z CV SIG .10 T-9 's, a9i. \00.00, EASEME 4T T -A or fO.32! 1 • . _ t �V E MENT 1 19 T-1 3 T-14 T 66.09' 'N 712— 31Y. - 15 77 4 7�5% r.?::- — — --� \w - 2 \21.69 141.15' ". , .. . I/ . - — 4 1 15' B.L,/ N k 89' 25'09 M. 413# ""-7 7/ 14 26. VIV 22—Z 19.00 60 X 390 -OW '54 90.-A3' 7 90.w '14 LIFT STATION 200.58' TELEPHONE ExIs"9 R.O.W. S 12n"27'28w W, rat nt --------- OP 4 1/1, A DERGROUND t' \ 11 � � ss-- $a so— ss— 39-- ss-- ss— st:=Lls— a ------ 113, Sg�*29 IW ✓ 628.32" VAULT - TELEPHONE MARKER 8: 77 11 7 -2.as r ss—. ss ss-- ss C �,SANITARY SEWER ------- CONCRETE WALL \SANITARY SEWR.* MANHOLE UNDERGROUND q A N I:TA� RL G�: TELEPHONE MANHOLE MANHOLE ASPHALT ROAD MARKER 0: (0 BRIDGE WEST BETHEL ROAD7F ASPHALT ROAD )UCRETE WALLPOWER POLE LET Q l . #E—E E E E—E f E_=--=-EFnl =====E= �s' E CONCRETEENHANCED PAVING PROPOSED BACK OF CURB LEGEND — I.P.F IRON PIN FOUND 4z SANITARY SEWER M.H. 4T (j WATER VALVE FIRE HYDRANT si POKER POLE 4 OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE ASPHALT ---;7 —0 ry W, 04 to 0) EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 10 COUNTRY ESTATES L. 92188, PG. 3639. 8.04' N 87.03'53 E 192-64� D.R.D.Co.,Tx. ... .............. oa 9 184.60' 09" z r GRAPEVINE CREEK ss, 4, 66' 10 g -ApW N tA 0 12 z---------------- C<J� a b— — — — --- — — — — — — 17-49 JOSEPH C. THWEATT 10 ESTATE 12 DEFINED IN DEED TO 7.00 JX THWEATT co ---------- VOL. 515, PG. 76 t - ---- ----------- Cj D.R.D.Co.T. K A5* 48.29' N 74-07'14'* E 90" -bbi 0 3 S 80*48'27" E �\0 1 54.39 rot O• w SANITARY SEWER 46 MANHOLE 1, It ror� .18 m 157 14 Z& 16 10 .11 / 17 01.t - 7 1 z I 4 F49 1. 01 7� V\ N 25 SEWER SANITARV 12-63-- EASEMENT 3' N, 15. VOLVO�\95203, PG. 28981 77.3 51-319 13 1 "9% \D.R.D.Co.,T. 0 --2-0 2 W — .01 a92.Oj CV 3 .0 el '9 0* C14 50 21 L EASEMENT A' SANITARY SEWER E -3 9.0 TO BE ABANDONED /BY THIS ,PEAT. 85.77 .92 am A 34-83! — — — '"SIGHT �. I V w. EASEMENT ......... ro 0 0- _Nzz� 1_4 SANITARY SEWEIi'�� X. 00 C, —_MANHOLE--.. Z -- — — — — — — -- NZ 0. T i0-47' �.ZW 70 — 7 [492.0 96 I I I AIN O� 1 \ cp f A _`� 9 ., ` E ENT 25.63" S -7 ('SFEEE E '_FT F E zo Ji L b P 0. 4 C *,W'47 N A I t4 01 X 2k, T-2 .0 T -p A' V 22 a: cv . --I .$ 111� % _. aF t!� II — N'. Lou N 89'35'03" E T .3 N IR I 50 0 GOV z Lov ta C� b Agx, 3 23 V 1) i so, 7'.) �q -"IZ5.2.3# o.135A jp� o lel CD % E S 85 N 86'50'07' 20' SEWER SANITARY, cry 152 't'5 0. EASEMENT 03 26 "I VOL. 93215, PG. 899/2 r. D.R.D.Coj./ 1k1 OR 00 0 P. OD .0 49.3 2 b 4. lb N, L0 156-08 173.04' #29 E 'Al N 8404 Lit (;I 0.725 AC. 9 /Z 89*28'37" E i��- Z4 N 1 /4 /7 'Z� ACCESS ESS/ MAINTENANCE SANITARY (SURVEYED) MAN OLE \ EASEMENT* 8 "I '0/p.) 5' MA4NTENA /0D EASE-YENT DOC. 200600465952 2 11 00. T—) 110 MIRA MAR DEV. CORP. V., D.R.D.Cojx. MAINTENANCE 01 7 EASEMENT k V \ z CV SIG .10 T-9 's, a9i. \00.00, EASEME 4T T -A or fO.32! 1 • . _ t �V E MENT 1 19 T-1 3 T-14 T 66.09' 'N 712— 31Y. - 15 77 4 7�5% r.?::- — — --� \w - 2 \21.69 141.15' ". , .. . I/ . - — 4 1 15' B.L,/ N k 89' 25'09 M. 413# ""-7 7/ 14 26. VIV 22—Z 19.00 60 X 390 -OW '54 90.-A3' 7 90.w '14 LIFT STATION 200.58' TELEPHONE ExIs"9 R.O.W. S 12n"27'28w W, rat nt --------- OP 4 1/1, A DERGROUND t' \ 11 � � ss-- $a so— ss— 39-- ss-- ss— st:=Lls— a ------ 113, Sg�*29 IW ✓ 628.32" VAULT - TELEPHONE MARKER 8: 77 11 7 -2.as r ss—. ss ss-- ss C �,SANITARY SEWER ------- CONCRETE WALL \SANITARY SEWR.* MANHOLE UNDERGROUND q A N I:TA� RL G�: TELEPHONE MANHOLE MANHOLE ASPHALT ROAD MARKER 0: (0 BRIDGE WEST BETHEL ROAD7F ASPHALT ROAD )UCRETE WALLPOWER POLE LET Q l . #E—E E E E—E f E_=--=-EFnl =====E= �s' E CONCRETEENHANCED PAVING PROPOSED BACK OF CURB cc 0 z . .......6.Q Q ...... SANITARY SEWER MANHOLE O F- I CV dc UJ LLJ ILLJ U) < Lli _5 < 3:: E-4 w 2 (n to k . ........... /2 C E-1 U. W 0 z Ln t' 00 1 C)D c>1 % � TELEPHONE MANHOLE E-4 23' I.P.F. 1.50.0: ..... 4 W N 00 op > 0 C 10' GENERAL TELEPHONE EASEMENT 25'VOL 70251, PG. 356 0 7.1 .............. D.R.D.Co.j. I WATER 4% 1 VALVE I Q9 I UNDERGROUND TELEPHONE MARKER k , P,Q. B. SANITARY SEWER MANHOLE 1,/2 I.P.F. WATER VALVES zSANITARSEWER 0 STAMPED, CONCRETE PER MANHY OLE ENGINEERING DETAILS) 0.147 ACRE RIGHT—OF—WAY PLAT DEDICATION PER THIS PLAT PRELIMINARY T Z P4 C) -e' SUMMIT AT THE I BAPTIST UHUNCH aF C PPELL THE RESERVE J.H. SIMMONS SURVEY VOL. 97023, PG. 3493 E-4 1,4 VOL, 95167, PG. 5885 00, M D.R.D.Co.T. VOL.98249, PG. 23 A— 1296 D. R. D. C o., Tx. D.R.D.Co.,Tx. DALLAS COUNTY 0 BLOCK A, LOTS 1 —29 VOL. 91251, PG. 5059 D.R.D.Co.,Tx. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 8, 2007 SHEET 1 of 2 Original Scale : 1 50 0 1 Ar .4419 ZZ*w=mmmLZ==;J Graphic Scale in Feet PD-220R—SF-12 Sempoo Surveying Inc. 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 TEL: (817)926-7876 FAX: (817)926-7878 2006 GPS -SURVEYING -MA "4-PLMNW—MSMTMTS Project No. 8371—PP—Re LEGEND — I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE FIRE HYDRANT si POKER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE cc 0 z . .......6.Q Q ...... SANITARY SEWER MANHOLE O F- I CV dc UJ LLJ ILLJ U) < Lli _5 < 3:: E-4 w 2 (n to k . ........... /2 C E-1 U. W 0 z Ln t' 00 1 C)D c>1 % � TELEPHONE MANHOLE E-4 23' I.P.F. 1.50.0: ..... 4 W N 00 op > 0 C 10' GENERAL TELEPHONE EASEMENT 25'VOL 70251, PG. 356 0 7.1 .............. D.R.D.Co.j. I WATER 4% 1 VALVE I Q9 I UNDERGROUND TELEPHONE MARKER k , P,Q. B. SANITARY SEWER MANHOLE 1,/2 I.P.F. WATER VALVES zSANITARSEWER 0 STAMPED, CONCRETE PER MANHY OLE ENGINEERING DETAILS) 0.147 ACRE RIGHT—OF—WAY PLAT DEDICATION PER THIS PLAT PRELIMINARY T Z P4 C) -e' SUMMIT AT THE I BAPTIST UHUNCH aF C PPELL THE RESERVE J.H. SIMMONS SURVEY VOL. 97023, PG. 3493 E-4 1,4 VOL, 95167, PG. 5885 00, M D.R.D.Co.T. VOL.98249, PG. 23 A— 1296 D. R. D. C o., Tx. D.R.D.Co.,Tx. DALLAS COUNTY 0 BLOCK A, LOTS 1 —29 VOL. 91251, PG. 5059 D.R.D.Co.,Tx. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 8, 2007 SHEET 1 of 2 Original Scale : 1 50 0 1 Ar .4419 ZZ*w=mmmLZ==;J Graphic Scale in Feet PD-220R—SF-12 Sempoo Surveying Inc. 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 TEL: (817)926-7876 FAX: (817)926-7878 2006 GPS -SURVEYING -MA "4-PLMNW—MSMTMTS Project No. 8371—PP—Re VICINITY MAP NOT TO SCALE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 41'46'05' 275' 104.92' 200.47' N 46#24'23"E 196.04' CV 2 15'12'41" 175' 23.37' 46.46' N74*53'46"E T-4 46.32' CV 3 9*12'45" 775' 62.44' 124.61' N 87*06'29"E 124.48' CV 4 36'15'56" 200' 65.50' 126.59' S 70'09'10"E 124.49' CV 5 9*27'07" 725' 59.94' 119.60' S 56*44'56"E 119.47' CV 6 221'54'14" 275' 55.72' 109.95' S 71'08'42"E 109.21' CV 7 8*08'56" 275' 19.59' 39.11' S 73*04'24"E 39.08' CV 8 19*30'02" 175' 30.07' 59.06' N 09*20'33" E 59.27' CV 9 41'34'55" 200' 75.94' 145.15' N 01'41'54'W 141.98' CV 10 07*19'05" 325' 20.78' 41.51' N 18'49'19"W 41.48' CV 11 43*0354" 135' 53.27' 101.47' N 06*21'41 "E 99.10, CV 12 1'50'33" 1145.92' 18.43' 36.84' N 89'371'16"W 36.85' NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/floodplain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the Individual lot owners adjacent to sold 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, ate.) per the City's Floodplain Ordinance. LOT TANGENT TABLE AREA No. LOT Bearing AREA Dist. T-1 S 89*20'30" W 10.23' T-2 S 03'07'29" E 9.03, T-3 S 03*07'29" W 20.97' T-4 S 44'26'21" W 37.66' T-5 S 00'34'51" E 3.00' T-6 S 00.35'01" E 3.00' T-7 N 00*35'12" W 3.00' T-8 S 05*02'57" E 3.00' T-9 N 02*10'47" W 3.00' T-10 N 00*30'49" W 3.00' T-11 N 00*30'42" W 3.00' T-12 N 00*30'42" W 3.00' T-13 S 00*30'49" E 3.00' T-14 N 00'30'49" W 3.00' T-15 N 00*30'49" W 7 r%nl /.VV T-16 N 4426'21 " E 35.28' T-17 S 00*31'52" E 43.19' _J& NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/floodplain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the Individual lot owners adjacent to sold 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, ate.) per the City's Floodplain Ordinance. LOT No. AREA AC. LOT No. AREA AC. LOT 1 X = 3,741 S.F. LOT 16 = 30,679 S.F. LOT 1 = 15,231 S.F. LOT 17 = 44,524 S. F. LOT 2 = 16,191 S. F. LOT 18 = 42,030 S. F. LOT 3 = 14,130 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 11 = 57,902 S.F. LOT 27 = 20,201 S.F. LOT 12 = 33,397 S.F. LOT 28 = 14,692 S.F. LOT 13 = 23,313 S.F. LOT 29 = 15,384 S.F. LOT 14 = 24,397 S.F. LOT 29X = 7,943 S.F. LOT 15 = 26,510 S.F. II A9. 21 180. 25' SEWER SANITARY EASEMENT VOL. 95203, PG. 2898 D.R.D.Co.j. 100 YEAR FLOOD PLAIN SCREENING WALL 0 -4 b 22 144090 N 89'13'25" E 134.38' q I I I II FL /2" LIPS AC. 29 LOTS 23 AC. 1 X & 29X MANHOLE ....... I 1 SANITARY ER 0 AC. STREET R.O.W. - 2.038 20"S �SAN17ZAII,�,y 0-1 1-� - 0.147 V VIOL. 95203 io CA SE40f 1498.6 - MIN. , T Co.. u- 1 0 7. 1 X 29X LSI SANITARY VARIBLE WIDTH E5 -w-r ........ENHANCED 21 81 .. T- -1 PAVING SENIER SANITARY EASEMENT M ABANDONED BY THIS PLAT at ii n�i 20' SEWER SANITARY .................................. IAJ EASEMENT EASEMENT VOL 93215, PG. 8992 D.R.D.Co.j. ZI SCREENING WALL 0 -4 b 22 144090 N 89'13'25" E 134.38' q I I I EASEMENT DETAIL ALONG DENTON TAP. SCALE: 1" = 30' TOTAL II FL /2" LIPS AC. 29 LOTS 23 AC. 1 X & 29X LOTS 0 AC. STREET R.O.W. - 2.038 AC. 0-1 1-� - 0.147 AC. 1498.6 - MIN. FF ELEVS. u- 1 0 E-1 1 X 29X LSI VARIBLE WIDTH E5 -w-r ........ENHANCED 0 PAVING Z E ACCESS/MAINTENANCE It 11 rn ROAD IAJ ISI EASEMENT It ZI C it 0 LLJ E-4 Ln IELAEHONE HO NP LE SANITARY SEWER MANHOLE . ...... .-,,,.•,23' 1/1- Lpr. 50.0, ��Fqs� ~`� r 83g ��.� . ............................... . . ....... M" II I IN, 24a0�0 �' _ C4 �- t L� -e 06 0 0 0 Cn 20' SEWER SANITARY X EASEMENT 04 VOL. 93215, PG. 8992 D.R.D.Co.,T . ........ ................... .......... 10' GENERAL TELEPHONE SCREENING WALL 5' MAINTENANCE EASEENT VOL. 70251M, PG. 356 EASEMENT . .......... D.R.D.Co.j. .. .... . .... 25' r---------- ---- --------- J 26.46'__� 60.00' �T-5 29X TER VAWALVE N 89*25'09" E 210.13' 41 PROPOSED BACK OF CURB -4� CV i12 01 /r I.P.F. grate Inlet DERGR I OUND 7aEF4iONE MARKER 4tll" kR WMITYoff BETHEL ROAD EASEMENT DETAIL ALONG DENTON TAP. SCALE: 1" = 30' TOTAL AREA - 18.506 AC. 29 LOTS - 16.052 AC. 1 X & 29X LOTS - 0.268 AC. STREET R.O.W. - 2.038 AC. R.O.W. DEDICATION - 0.147 AC. 1498.6 - MIN. FF ELEVS. ( 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.) ..1, J 29 5' WALL MAINTENANCE 5WA /L MAINTENANCE EAS5MENT EArSEMENT SCREENING SIGHT : SIGHT EASEMENT WALL (EASEMENT ------- --- 1 X 29X E5 -w-r ........ENHANCED 0 PAVING --- - - - - - - - - - - WESTBETHEL WEST BETHEL ROAD I ---- DETAIL AT WEST BETHAL RD. AND KNIGHTS WAY SCALE: 1 30' SURVEYOR SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 ENGINEER BENNETT ENGINEERING 203 N. JACKSON P.O. BOX 2077 WYLIE, TEXAS 75098 972-429-3993 FAX: 972-429-3963 BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200600465947 at Deed Records of Dallas County. Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod at the 8cutheast corner of said Alexander Tract, being located by deed in the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-way at this point) with the existing North right -of --way line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.85 feet: THENCE along said curve a distance of 36,85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract, THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Creek-, THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point, North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point, North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East -175.66: feet to a point; South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a point-, North 59 degrees 20 minutes 53 seconds East --186.60 feet to a point*, North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point; South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point-, South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point-, South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide right-of-way at this point); THENCE along the West right-cf-way line of said Denton Tap Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a point, said point being 50.00 feet from the centerline of said Denton Tap Road; South 00 degrees 38 minutes 02 seconds East -`108.'14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a point; South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, containing 18,506 acres or 806,128 square feet of land. SJRVEYOR CERTIFICATE 1, James W . Bartlett. a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat 'rctm an actual on the ground survey of the land; and the monuments shown -iereon we -e found andicr placed under my personal supervision in accordance with the platting -utas and regulations of the City of Coppell, Texas. i A -9-ff _§ V E - - - - - - - - - - - - - - - - - - - - - - Regis-ered Professional Land Surveyor No. 1897 PRELIMINARY PLAT BLOCK A, LOTS 1 -29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 89 2007 PD -220R -SF -12 OWNER MIRA MAR DEVELOPMENT CORP. Sheet 2 of 2 6003 SUNDERLAND DRIVE - COLLEYVILLE, TEXAS 76034 pco Surveying Inc. 817-996-6698 Sem FAX: 817-329-1792 327 MAIN ST. FORT WORTH, TX 76110 TEL: Si EL. (8 7)926-7876 FAX: (817)926 - Copyright 2006 WS-SURW'flNG-OMNG-M-#MNG-CONSMTANTS Project No. 837' I P4 EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Cojx. 10 COUNTRY ESTATES ZONED -SF -1 I \VOL. 92188, PG. 36,39. .................... 9 8.04! N 87-0353" E 192-61v 69. 1184.60' 09 SP 4i� \ ZONED -SF -12 1b. I I Irod z GRAPEVINE CREEK 134.668 < J kP 10 1,13 tA 0 12 �, '< <LOCKdd, �;,----'------------- �,�' �\ CII ->4 JOSEPH C. THWEATT -7-7-4i ESTATE .84! df %P DEFINED IN DEED TO J.W. THWEATT OD 12 IN VOL. 515, PG. 76 N jq 11b. ------- ---- -------- - -:� / D.R.D.Co.T. (14, — — --- — — — — — - ZONED-COMMERICALI I 48.29 N 74'07'14» E 9b" -bbc 54.39 -J- Z CP ro 1 -5 dZI qN �\Cp S so 48 E P) 13 *zvcp PROPOSO IZONINC��-,PD 1119. oll - C� 01 io. SANITARY SEWER - - - - - - F 15-51 MANHOLE 46.18 176 ro FIQ 1 n Q91 .I J 14 Zz 11 - - - --- - - - 7!�-9,5' SEWER SANITARY k Z�- - - I 1 30, EASEMENT Ld 00, --a92.0 1� 4- - > 12. 1 L 41 VOL. 1515203, PG, 2898 77.33 -t 13 V) 9 --Co 0. "1VIK .0. 1492.01 CV 3 z I 111 41 - 0 00 A� G14 1--- 4 2 1 R,9 bu �q / r.9 --49 .0 < SANITARY SEWER EASFMENT 85.77' j - �0 EASEMENT w "A" 3 HT TO BE ABANDONED /1BY THIS SAT. z...., y ` - ' -«w I I f < (0 N (88,9 0! / / C'Y t V 9r+ 1 SANITARY SEWER MANHOLE..... CD Vj;k.01 % A (A — — — — — — — — — — - x 0�, —i I 1 1.4 "1 z♦ ai. . 1. -11 61.96, 2Q.4\7' 5-�8 ?�O. L492.01 0. '-i�, 1�01-1 T its 0,-,- 1�r E, 9 25-63s MAINP11ANC 11 XI ENT T 11 C� 3F M (SEE SHIT.T-;I)- 01" CdN cvs 0* ANT P, --gyp Q LAN (0 4, ex 4, (;v t�Y Gy \\ y\\ ,: 4931 M . �� I �' e 22 1 1 114 S1 4641 M. 6s 134.15' T-2 /," 0�1 79, \2.63' ' N 89 * *3503 t7 E a 27 N u'CN 1.0 C-4 0 N w te) !y ZD P 0 OD -P < A I 23 0 0 w 0 130, �10 y S f35#0704',,E 13!5.OW,, 20' SEWER SANITAR EASEMENT N 86-50!0 10 115 N CPS 2 6\VOL. 93215, PG. 899,2 1 3 1 1.65 F4- -979-.70 �%A I 1�-- D.R.D.Co.,T. // I u: Ii cy Ln It 06 It ASPHALT :D7 — --L4,— — 88-69. N, 513. C) -J� to n 0 c6 N, 84. Y - N b 0 4 co [173.04' 84 4229" -2L8.0 lb *f— /� 85.4 E x'' FtiT 25 N 89*2837" E to \ o \ ACCESS MAINTENANCE cu 0.725 AC. y", X, EASEMENT tis 01. V6 (SURVEYED) ;t."/ N NCEO,� ,,5' WALL\yA1 tp jib. -1 SCREENING MANHILE Ju) C5 v WALL MIRA MAR DEV. CORP. SANITARA SEWER EASEVENI 14 9 8. 01 1�1 1 40 1 Cj 2 �9' DOC. 200600465952 40 ..00, .0(y 5' WAIL MAINTENANCE 13: D. R. D. C o., Tx. to SI T-10 T-9 7 SIGHT ......... -SCREtNING EAS6WNT EASEMENT ji-67- G rn 83 * -y" --- W 110.32! T-13 T E MENT 650 21 — 1 A 21 *131 :j- 891 T-14 ALL '712� T-11 2i50- T-15 222•%6* rate Icq 29 /14115 9 15' B.L. 3 orate In. 12 --yr — - ---bl M S 9*27:Z8W 0. \, ExIstiig R.O.W. 4j 1x �390.0w -al t P DERGROUND�, ------- 7— EMARKER LIFT STATION I TELEPHON 200.58,,- --------- �Z— -- S-89-2911 -W 628.32 ss— ss ss.— ss— sr ss—ss ss� — IF.—ss— 35— SR- ss-- SANITARY CONCRETE WALL \SANITARYSE"- CO 15AAM VAULT MANHOLEWEST 'RFTT4"RL ROAD WAMEN I.P.F IRON PIN FOUND SANITARY SEWER M.H. Qt AI VALVE FIRE HYDRANT POKER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE P • Q • B SANITARY SEVEL — MANHOLE \ MANIn RzWr�f UNDERGROUND POWER POLE INLET (8) -Cd7NdR—ETE BRIDGE ASPHALT ROAD 0�: ON '_"E ---�— — — E— E WATER CONASPHALT ROAD WALL - MARKER VALVES C): PROPOSED BACK OF CURB CONCRETE ENHANCED PAVING z STAMPED CONCRETE PER 0 0.147 ACRE RIGHT-OF-WAY ENGINEERING DETAILS) DEDICATION PER THIS PLAT ZONING EXHIBIT/ DETAIL SITE PLAN Z P4 SUMMIT AT THE SPRINGS P4 :> 0 -e� FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 EI pr� THE RESERVE J.H. SIMMONS SURVEY VOL. 97023, PG. 3493 1.1 D.R.D.Co.T. VOL.98249, PG. 23 11DALLAS COUNTY A- 1296 D.R.D.Co.jx. LZOLNED-PD 10=8LI BLOCK A, LOTS 1 —29 D.R.D.Co.jx. VOL. 91251, PG. 5059 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 ZONED -PD 108R25 D.R.D.Co.,Tx. [ZONED -PD 108R SF -9 J.W. ANDERSON •SURVEY,, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS ll MAY 89 2007 SHEET 1 of 2 Copyright 2006 PD-2208—SF-12 Original Scale 50 0 Graphic Scale in Feet z 0 0 . ........ 6Q..Q ....... >. SANITARY SEVER MANHOLE LN Ldab M Iw CLn-j V1 .1 .. ........ 1.z- �c bu.u� . .......... CrI 0 0 ;T� kVLEPHONE -1 MANHOLE E -I I.P.F. 50;0;... LLJ 04 0 00. C> in W-41 0 V) 10' GENERAL TELEPHONE EASEMENT ... �25! jVOL. 70251, PG. 356 .............. D.R.D.Co.j. WATER VALVE P • Q • B SANITARY SEVEL — MANHOLE \ MANIn RzWr�f UNDERGROUND POWER POLE INLET (8) -Cd7NdR—ETE BRIDGE ASPHALT ROAD 0�: ON '_"E ---�— — — E— E WATER CONASPHALT ROAD WALL - MARKER VALVES C): PROPOSED BACK OF CURB CONCRETE ENHANCED PAVING z STAMPED CONCRETE PER 0 0.147 ACRE RIGHT-OF-WAY ENGINEERING DETAILS) DEDICATION PER THIS PLAT ZONING EXHIBIT/ DETAIL SITE PLAN Z P4 SUMMIT AT THE SPRINGS P4 :> 0 -e� FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 EI pr� THE RESERVE J.H. SIMMONS SURVEY VOL. 97023, PG. 3493 1.1 D.R.D.Co.T. VOL.98249, PG. 23 11DALLAS COUNTY A- 1296 D.R.D.Co.jx. LZOLNED-PD 10=8LI BLOCK A, LOTS 1 —29 D.R.D.Co.jx. VOL. 91251, PG. 5059 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 ZONED -PD 108R25 D.R.D.Co.,Tx. [ZONED -PD 108R SF -9 J.W. ANDERSON •SURVEY,, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS ll MAY 89 2007 SHEET 1 of 2 Copyright 2006 PD-2208—SF-12 VICINITY MAP NOT TO SCALE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 41'46'05' 275' 104.92' 200.47' N 46°24'23"E 196.04' CV 2 15'12'41" 175' 23.37' 46.46' N74"53'46"E T-4 46.32' CV 3 9'12'45" 775' 62.44' 124.61' N 87°0629"E 124.48' CV 4 36'1556" 200' 65.50' 126.59' S 70`09'10"E 124.49' CV 5 9'27'07" 725' 59.94' 119.60' S 56'4456"E 119.47' CV 6 221'54'14" 275' 55.72' 109.95' S 71'08'42"E 109.21' CV 7 8'08'56" 275' 19.59' 39.11' S 73'04'24"E 39.08' CV 8 19'30'02" 175' 30.07' 59.06' N 09'20'33" E 59.27' CV 9 41 `34'55" 200' 75.94' 145.15' N 01'41'54"W 141.98' CV 10 07'19'05" 325' 20.78' 41.51' N 18'49'19"W 41.48' CV 11 43`0354" 135' 53.27' 101.47' N 06`21'41 "E 99.10' CV 12 1'50'33" 1145.92' 18.43' 36.84' N 89'371'16"W 36.85' NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/floodplain 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. LOT TANGENT TABLE AREA No. LOT Bearing AREA Dist. T-1 S 89'20'30' W 10.23' T-2 S 03'0729" E 9.03' T-3 S 03'07'29" W 20.97' T-4 S 44`26'21" W 37.66' T-5 S 00'34'51" E 3.00' T-6 S 00'35'01" E 3.00' T-7 N 00'35'12" W 3.00' T-8 S 05'02'57" E 3.00' T-9 N 02'10'47" W 3.00' T-10 N 00'30'49" W 3.00' T-11 N 00'30'42" W 3.00' T-12 N 00'30'42" W 3.00' T-13 S 00'30'49" E 3.00' T-14 N 00'30'49" W 3.00' T-15 N 00'30'49" W 7.00' T-16 N 44`26'21" E 35.28' T-17 S 00'31'52" E 43.19' NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/floodplain 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. LOT No. AREA 29 LOT No. AREA LOTS LOT 1 X = 3,741 S.F. LOT 16 = 30,679 S.F. LOT 1 = 15,231 S.F. LOT 17 = 44,524 S.F. LOT 2 16,191 S.F. LOT 18 = 42,030 S.F. LOT 3 e 14,130 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 11 = 57,902 S.F. LOT 27 = 20,201 S.F. LOT 12 = 33,397 S.F. LOT 28 = 14,692 S.F. LOT 13 = 23,313 S.F. LOT 29 = 15,384 S.F. LOT 14 = 24,397 S.F. LOT 29X = 7,943 S.F. LOT 15 = 26,510 S.F. l� 2N'0 7 4 25' SEWER SANITARY EASEMENT VOL. 95203, PG. 2898 D.R.D.Co.,T. ,._ 100 YEAR FLOOD PLAIN SANITARY SEWER VOC. SANT 95203xT pRY'EASSMEiv ORD - Co . T. G. 2898 T 1 _ s gee SAMTARY SEWER HT1 MAN SEWER SANITARY EASEtilENT TOBE ABANDONED BY THIS PLAT 2! x 20' SEWER SANITARY ...................................... .................. [V 3 6 EASEMENT W VOL. 93215, PG. 8992 D.R.D.Co.,T. It SCREENING WALL b M I o 0) 00 2L. Oe N 89'13'25" E 134.38' m VARIBLE WiDTH ACCESS/MAINTENANCE h' EASEMENT i � I SANITARY SEWER MANHOLE s F s 24 20' SEWER SANITARY EASEMENT VOL. 93215, PG. 8992 D.R.D.Co.,T. ...... 5' WALL MAINTENANCE EASEMENT SCREENING WALL ,r,, s I® Ir I.P.F. I t 50.0' ........ .-........ o w 'c W [ri O I 00 104 10' GENERAL TELEPHONE EASEMENT VOL 70251, PG. 356 ..... D.R.D.Co.,T. • i _-------_____ , 26.46' { 60.00'tI T-5 29X I N 89°25'49" E 210.13' i VA VALVE I ! I PROPOSED BACK OF CURB '� t CV 112 grate inlet ❑ 4UNDERGROtJND EP}{ RKER W. BETHEL ROAD EASEMENTDETAIL ALONGDENTON f TOTAL AREA - 18.506 AC. 29 LOTS - 16.052 AC. 1 X & 29X LOTS - 0.268 AC. STREET R.O.W. - 2.038 AC. R.O.W. DEDICATION - 0.147 AC. 1�y MiN. FF ELEVS. EASEMENT WALL { 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.) PD CONDITIONS: 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: A. DELETION OF ALLEYS 2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS. 3• 49$.(� - 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 1X AND LOT 29X. 7. FiVE FOOT (5') MAINTAINCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBLITY OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT. THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACCESS TO THE MAINTANCE EASEMENT FOR REPAIRS 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. 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. 11. THE OWNERS OF LOTS 21 & 22 ARE PROHIBITED FROM FENCING iN THE 25 FOOT WIDE SANITARY SEWER EASEMENT ALONG THE EAST PORTION OF LOT, UNLESS AN APPROVED GATE IS INSTALLED ALONG COMMON LINES BETWEEN LOTS 22 & 21 & SOUTH DENTON TAP ROAD FOR ACCESS BY THE CiTY FOR MAINTENANCE PURPOSES. �1 DETAIL AT WEST BETHAL RD. AND KNIGHTS WAY SCALE: 1 30' SURVEYOR SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 ENGINEER BENNETT ENGINEERING 203 N. JACKSON P.O. BOX 2077 WYLIE, TEXAS 75098 972-429-3993 FAX: 972-429-3963 LEGAL DESCRIPTION BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200600465947 at Deed Records of Dallas County, Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 112 inch iron rod at the Southeast corner of said Alexander Tract, being located by deed in the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right -cif -way at this point) with the existing North right -of --way line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds Voest and chord length of 36.85 feet; THENCE along said curve a distance of 36.85 feet to a paint in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said North right-of-way line of Bethel Read and the South boundary line of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds Vilest - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Greek: THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds Vilest - 228.62 feet to a paint; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59 seconds 115,'est - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point; North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a paint; North 61 degrees 22 minutes 34 seconds East -175.66 feet to a point; South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a paint; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point; North 59 degrees 20 minutes 53 seconds East -186.60 feet to a point: North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point; South 69 degrees 25 minutes 09 seconds East -134.66 feet to a paint; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; South 49 degrees 27 minutes 47 seconds East 201.20 feet to the Test right-of-way line of Denton Tap Road (a 120 foot wide right-of-way at this point); THENCE along the Vilest right -of --way line of said Denton Tap Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a. line 60 font West of and parallel to the centerline of said Denten Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a paint, said point being 50.00 feet from the centerline of said Denten Tap Road; South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a paint; South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Talc Road, to the POINT of BEGINNING, containing 18.506 acres or 806,128 square feet of land. SJRVEYOR CERTIFICATE 1, James W. Bartlett, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat -rom an actual on the ground survey of the land; and the monuments shown nerecn we -e found andlcr placed under my personal supervision in accordance with the platting -utas and regulations of the City of Coppell, Texas. ---------------------------------------- JAhA ES Vit .BAR-LETT Regis-ered Professional Land Surveyor No. 1897 ZONING EXHIBIT/ DETAIL SITE PLAN c C��? - BLOCK A, LOTS 1-- 29 EDWARD A. CROW SURVEY, ABSTRACT NO. 501 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CiTY OF COPPELL, DALLAS COUNTY, TEXAS MAY 89 2007 PD -220R -SF -12 OWNER Sheet 2 0 t 2 MIRA MAR DEVELOPMENT CORP. 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 Sen'tpco Surveying Inc. 817-996--6698 FAX: 817-329-1792 3208 S. MAIN ST. - FORT WORTH, TX 76110-42' A W. 29co 1 r 5' WALL MAINTENANCE WALL' 5 EAS ITTENANGE MENt` EAISEMENT SCREENING 1�y SIGHT SIGHT I EASEMENT WALL (EASEMENT A---- -- --* ylG- -'t�--- --- -- X--- f, �� 29X Y ' "rz ENHANCED PAVING 0 WEST BETHEL ROAD DETAIL AT WEST BETHAL RD. AND KNIGHTS WAY SCALE: 1 30' SURVEYOR SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 ENGINEER BENNETT ENGINEERING 203 N. JACKSON P.O. BOX 2077 WYLIE, TEXAS 75098 972-429-3993 FAX: 972-429-3963 LEGAL DESCRIPTION BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200600465947 at Deed Records of Dallas County, Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 112 inch iron rod at the Southeast corner of said Alexander Tract, being located by deed in the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right -cif -way at this point) with the existing North right -of --way line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds Voest and chord length of 36.85 feet; THENCE along said curve a distance of 36.85 feet to a paint in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said North right-of-way line of Bethel Read and the South boundary line of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds Vilest - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Greek: THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds Vilest - 228.62 feet to a paint; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59 seconds 115,'est - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point; North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a paint; North 61 degrees 22 minutes 34 seconds East -175.66 feet to a point; South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a paint; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point; North 59 degrees 20 minutes 53 seconds East -186.60 feet to a point: North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point; South 69 degrees 25 minutes 09 seconds East -134.66 feet to a paint; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; South 49 degrees 27 minutes 47 seconds East 201.20 feet to the Test right-of-way line of Denton Tap Road (a 120 foot wide right-of-way at this point); THENCE along the Vilest right -of --way line of said Denton Tap Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a. line 60 font West of and parallel to the centerline of said Denten Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a paint, said point being 50.00 feet from the centerline of said Denten Tap Road; South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a paint; South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Talc Road, to the POINT of BEGINNING, containing 18.506 acres or 806,128 square feet of land. SJRVEYOR CERTIFICATE 1, James W. Bartlett, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat -rom an actual on the ground survey of the land; and the monuments shown nerecn we -e found andlcr placed under my personal supervision in accordance with the platting -utas and regulations of the City of Coppell, Texas. ---------------------------------------- JAhA ES Vit .BAR-LETT Regis-ered Professional Land Surveyor No. 1897 ZONING EXHIBIT/ DETAIL SITE PLAN c C��? - BLOCK A, LOTS 1-- 29 EDWARD A. CROW SURVEY, ABSTRACT NO. 501 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CiTY OF COPPELL, DALLAS COUNTY, TEXAS MAY 89 2007 PD -220R -SF -12 OWNER Sheet 2 0 t 2 MIRA MAR DEVELOPMENT CORP. 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 Sen'tpco Surveying Inc. 817-996--6698 FAX: 817-329-1792 3208 S. MAIN ST. - FORT WORTH, TX 76110-42' A W. EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 10 I 11 ZONED COUNTRY ESTATES I I VOL 92188, PG. 3639 9 wi N 87-03'53" E 192-64! D.R.D.Co.,Tx. ................................ 8.0 - 4692! N I \ 184.60' 09 ZONED—SF— (0-6 1 GRAPEVINE CREEK jzi66- 66 10 Li N q LJJ00, V� 12 z L 0 C K b--------------- ... .. >4 JOSEPH C. THWEATT 0 ESTATE .0 I.J% DEFINED IN DEED TO 12 100 34.45 J. W. THWEATT Too VOL. 515, PG. 76 — — — — — — — -- J D.R.D.Co.T.N47 48.29' ZONED --COMMERICAL (e ti\p N 74*07'14* E 0A 14 �4.39" (A r0T �\dD Z 10, 40 1 3 S 80'48 27 E PROPOSE 'ZONINCPD sI ro [490.0 1 1 i�o 1-1 N SANITARY SEWER 46.180 MANHOLE r ONO, %P 16 1 It 1 7 .ed! 1 A 0 z Ii Z, N SEWER SANITARY L4�&. 01 .8' 1- 4V 165. 77.33' EASEMENT VOL. 95203, PG. 2898 51.31 6 tP, b-1 lkR-D.Co.,T. ......... q.Q ....... >. �ol 13 -350 -71s fq .0 - .0 O. LAN A§)-41 CN CV 3 OV 4 0. %, 1492.0 V-. \ "\ ASPHALT —i—d7 —9 SANITARY SEWER EASFA'ENT SANITARY SEWER ZA 5-:> 85.77 --30 9�ei,r?s MANHOLE /1BY THIS PLAT. TO BE ABANDONED 34 t5s y 82 GkT EASEMENT ........ IN 0 -7 7�4 90, SANITARY SE r. L4 MANHOLE• z -4-8- 0 94, -tin. 20.4,7' ?0 55. 61-96 0, lie E ENT .6.3., rn 0 AINTENA J \act fCb - - - - - - - - - - - Cd 41OLN Q .-N i r \I (SEE SHEETZ)- < X. 0, ir (0 6`� w�• Lily 4 Q -40747 C, t4 IS 47 1493.01 0\ A.07-pv `\ \ !1) { ?` 2 2, 1,/ 1 1 \t 1 0) 90 y) X-3 -/ 4V — /15s A 1� T-2 134.15 / 7 0 ....... Ilk .63' 5 C1`1 9 3 E -10 361 \0 T-;3 77. 00 ?'- > C6 I.P.F. 04 -0 N A9, 0 a -1, gr 01 3 -A I T OD &-,o CP 1-� \ t -- 0 '71 Ie p0? t-' I R-��6 (n w I 1,\srt '11, 23 -10. 0 �'-435 23 Im 0 135.OW ....... z to / zi 11 S 85*07'04*, 0 0 1 0/ 0 E �1� -; 20' SEWER SANITARY 0 N 86'5 tj% - i -E 1152.s� , V J .0 "I EASEMENT I (iA \ 2 6\ tk I . "I . 11 1\ 1\ VOL. 93215, PG. 89ag � D.R.D.Coj. I IN 0TELEPHONE C MANH M NI 11q 00 \IwoN,k' 'w I.P.F. I 49- 2 a4. N 50.0' ............ 0 m/ , 0 w 00 to N, U-' iocl,4 (55.4 0 r- 173.04' 156 089 E #29 N 8404 00 25 00 0.725 AC. 9 N 89'28 37 E 4 rU �P, X 0 A6�,ESS/ MAINTENANCE cuf in V-� 0 (SURVEYED) /* CD. EASEME T LL: SANITARY MANHILE a: MIRA MAR DEV. CORP. -.4 5* MA1,JTENA ,E EAtAMtN I CREEN'ING DOC. 200600465952 r**- %K I WALL 10' GENERAL TELEPHONE 1498.0,011 a 0 . J D.R.D.Co.,Tx. EASEMENT 10 Ir -6 I —/M -j 29' 00 T7 125! jVOL. 70251, PG. 356 5' MAINTE ANC -01� 7 3: k rn D.R.D.Co.j. S -SC ING EASE NT 0* 0(y REE 21 1 tO SIG 4- - 1\ cO -9 1 WATER EASEMENT T WALL o.3:e T-1 3 1 7 - I T-14 ed -"mr -I -:i� I N AAJIV. f : "1 7 T E. MENT . 66 ew I VALVE 712- T-11 15 N 4 (8) 141.1W �28.5W 15' B.L.,,' 10) �, a - % -. .1. 1 D JADER N - - - - - — - T-8 29 J: 210,13' TELEPHONE :-2E' = I/ - 26. 92W 4- MARKER M310 - - ;1 -, , 0 4 N 891,25'OV SIE LIFT STATION 90.0cr T -15.\V 0- 200.58— 90.-A3 4 `V- 1 x mz4=:r-q— ExIstigg R.O.W. . Porat� I I 1 ---4 ------ OTWD�ERGROUND , �j � 1� ss— w— sr,-- ss— A 729'111 *0 41W 628. 0 TELEPHONE MARKER S '27 p W-- ss-- a-- st as.— 25— so— • 93— 32' P.,,Q. B. --e.- AN ------- *C--� 23— UP— 4w—Ir- -2 I.P.F. ? LAN�TARY SE��F-L CONCRETE WALL 3si- mv Y SE%ER SS SEWER \SANITARY WsrR--.- —9S ♦MANHIZ MANHOLE ASPHALT ROAD MANHOLE MANHOLE —ASPHALT-RO-AD CONCRETE BRIDGE BETH11 IkOAD' 0 (0: UNDERGROUND ICRETE WAIL TELEPHONE POWER POLE❑LET MARKER I LET 9E E E Xt T - a CONCRETE PROPOSED BACK OF CURB VALVES Z 8 0.147 ACRE RIGHT—OF—WAY DEDICATION PER THIS PLAT ZONING EXHIBIT/ DETAIL SITE PLAN SUMMIT AT THE SPRINGS FIRST B PTIqT (.1-111Prf-I r r 6L-4 OPPELL THE RESERVE J.H. SIMMONS SURVEY &.4 W VOL. 95167, PG. 5885 VOL.98249, PG. 23 VOL. 97023, PG. 3493 D.R.D.Co.T. DALLAS COUNTY A- 1296 D.R.D.Co.,Tx. D.R.D.Co.,Tx. P4 BLOCK A, LOTS 1 —29 ZONED—PD 108R25=-9 VOL. 91251, PG. 5059 ZONED -PD 108 Ll I D.R.D.Co.,Tx- IZONED—PD 108R SF -9 I EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18 50r, ACRES n E- 0 Original Scale : 1 50 0 Graphic Scale in Feet LAN IJ PD -220R -SF -12 CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 21 2007 Sempco Surveying Inc. 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 SHEET 1 of 2 TEL: (817)926-7876 FAX: (817)926-7878 Copyright 2006 WS-SURVEYING-MAPPING-PLANNING-CMSULTAKM Project No. 8371–PP–Re LEGEND - I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE nRE HYDRANT POWER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE Original Scale : 1 50 0 Graphic Scale in Feet LAN IJ PD -220R -SF -12 CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 21 2007 Sempco Surveying Inc. 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 SHEET 1 of 2 TEL: (817)926-7876 FAX: (817)926-7878 Copyright 2006 WS-SURVEYING-MAPPING-PLANNING-CMSULTAKM Project No. 8371–PP–Re CURVE DATA VICINITY MAP NOT TO SCALE CURVE VAN RADUIS BERBER LENGTH a. OAK CHORD z BROOK 1 a z SITE zu 275' . LOCATION VICINITY MAP NOT TO SCALE CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 41'46'05' 275' 104.92' 200.47' N 46°2423"E 196.04' CV 2 15`12'41" 175' 23.37' 46.46' N74'53'46"E T-4 46.32' CV 3 912'45" 775' 62.44' 124.61' N 87'06'29"E 124.48' CV 4 36'15'56" 200' 65.50' 126.59' S 70'09'10"E 124.49' CV 5 9'27'07" 725' 59.94' 119.60' S 56'44'56"E 119.47' CV 6 221 "54'14" 275' 55.72' 109.95' S 71 `08'42"E 109.21' CV 7 8'08'56" 275' 19.59' 39.11' S 73'04'24"E 39.08' CV 8 19'30'02" 175' 30.07' 59.06' N 09`20'33" E 59.27' CV 9 41 `34'55" 200' 75.94' 145.15' N 01'41'54"W 141.98' CV 10 07'19'05" 325' 20.78' 41.51' N 18'49'19"W 41.48' CV 11 43'0354" 135' 53.27' 101.47' N 06'21'41 "E 99.10' CV 12 1 °50'33" 1145.92' 18.43' 36.84' N 89'371'16"W 36.85' NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/fload plain 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. LOT TANGENT TABLE AREA No. LOT Bearing AREA Dist. T-1 S 89'20'30 W 10.23' T-2 S 03'07'29" E 9.03' T-3 S 03'07'29" W 20.97' T-4 S 44'2621" W 37.66' T-5 S 00'3451" E 3.00' T-6 S 00'35'01" E 3.00' T-7 N 00'35'12" W 3.00' T-8 S 05'02'57" E 3.00' T-9 N 02'10'47" W 3.00' T-10 N 00"30'49" W 3.00' T-11 N 00'30'42" W 3.00' T-12 N 00'30'42" W 3.00' T-13 S 00 30'49" E 3.00' T-14 N 00'30'49" W 3.00' T-15 N 00'30'49" W 7.00' T-16 N 44"26'21" E 35.28' T-17 S 00'31'52" E 43.19' NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/fload plain 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. LOT No. AREA 29 LOT No. AREA N 89'13' 25" E 134.38' LOT 1 X = 3,741 S.F. LOT 16 = 30,679 S.F. LOT 1 = 15,231 S.F. LOT 17 = 44,524 S.F. LOT 2 = 16,191 S.F. LOT 18 = 42,030 S.F. LOT 3 = 14,130 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 11 = 57,902 S.F. LOT 27 = 20,201 S.F. LOT 12 = 33,397 S.F. LOT 28 = 14,692 S.F. LOT 13 = 23,313 S.F. LOT 29 = 15,384 S.F. LOT 14 = 24,397 S.F. LOT 29X = 7,943 S.F. LOT 15 = 26,510 S.F. I �5. F 21 2 ?0, 25' SEWER SANITARY EASEMENT VOL. 95203, PG. 2898 D.R.D.Co.,T._ 100 YEAR FLOOD PLAIN h � � I sANMA�NHOLwER I � L. tK � I i 20.S I p*Ff? SANITAR L. °�. PG zss8MENr P Co•. x. , '�� i SEWER SANITARY EASEMENT TO I 21 BE ABANDONED BY THIS PUT I! ii 20' SEWER SANITARY ...... - ...... ....... ................4 ......... EASEMENT VOL. 93215, PG. 8992 D.R.D.Co.,T. 1 SCREENING WALL b 22 Y•;a 8 LO ! M i`►\ c6 00 I i O O ! I Q t Ii x to 20' SEWER SANITARY I I EASEMENT I I Co N VOL. 93215, PG. 8992 II •r D.R.D.Co.,T. �j ...,.. ..... 10' GENERAL TELEPHONE EASEENT SCREENING I VOL, 70251A, PG. 356 `I WALL 5' MAINTENANCE D.R.D.Co.,T. f EASEMENT I --r ..� .... . .... ----------- ----- 26.46' 60.00' T-5 29X ,VV N 89'25'09" E 210.13' A CV 1112 PROPOSED BACK OF CURB' I'f o I I.P.F. grate Inlet ti' ..UNNE � NO MARKER BETHEL ROAD EASEMENT DETAIL ALONG DENTON TAP SCALE. 1" = 30' TOTAL Ii - 18.506 AC. 29 LOTS - 16.052 AC. T 1 N 89'13' 25" E 134.38' II I I ,! O� I R.O.W. DEDICATION j •:•� 498,0 II cv • 0 ..........6' ...... .► W W I W a /2_ I.P. W I it II QI o 17ya 0 `• o I U i`►\ c6 00 I i O O ! I Q t Ii x to 20' SEWER SANITARY I I EASEMENT I I Co N VOL. 93215, PG. 8992 II •r D.R.D.Co.,T. �j ...,.. ..... 10' GENERAL TELEPHONE EASEENT SCREENING I VOL, 70251A, PG. 356 `I WALL 5' MAINTENANCE D.R.D.Co.,T. f EASEMENT I --r ..� .... . .... ----------- ----- 26.46' 60.00' T-5 29X ,VV N 89'25'09" E 210.13' A CV 1112 PROPOSED BACK OF CURB' I'f o I I.P.F. grate Inlet ti' ..UNNE � NO MARKER BETHEL ROAD EASEMENT DETAIL ALONG DENTON TAP SCALE. 1" = 30' TOTAL Ii - 18.506 AC. 29 LOTS - 16.052 AC. 0II �s� N 89'13' 25" E 134.38' II I I ,! R.O.W. - 2.038 AC. R.O.W. DEDICATION j •:•� 498,0 II FF ELEVS. 0 ..........6' ...... .► t! f F� /2_ I.P. 23 II QI o f 1I ca VARIBLE WIDTH N oa4 WI ACCESS/MAINTENANCE EASEMENT i, `' z C) OTELE I !►W I�ONE OLE ANH I \ rI \ \ ; \ \ SANITARY SEWERI 1I� j\ \ MANHOLE ., ......23' /2 LP F. I \ S, \ , 593 ~20yL �`\ I I� �! fAr. \\ ��, 1 I r I I 50.0' .......... .............................. ...... s KI I 's W 2 4 `�,`s 0 I i`►\ c6 00 I i O O ! I Q t Ii x to 20' SEWER SANITARY I I EASEMENT I I Co N VOL. 93215, PG. 8992 II •r D.R.D.Co.,T. �j ...,.. ..... 10' GENERAL TELEPHONE EASEENT SCREENING I VOL, 70251A, PG. 356 `I WALL 5' MAINTENANCE D.R.D.Co.,T. f EASEMENT I --r ..� .... . .... ----------- ----- 26.46' 60.00' T-5 29X ,VV N 89'25'09" E 210.13' A CV 1112 PROPOSED BACK OF CURB' I'f o I I.P.F. grate Inlet ti' ..UNNE � NO MARKER BETHEL ROAD EASEMENT DETAIL ALONG DENTON TAP SCALE. 1" = 30' TOTAL AREA - 18.506 AC. 29 LOTS - 16.052 AC. 1 X & 29X LOTS - 0.268 AC. STREET R.O.W. - 2.038 AC. R.O.W. DEDICATION - 0.147 AC. 498,0 - MIN. FF ELEVS. ( 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.) PD CONDITIONS: 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: A. DELETION OF ALLEYS 2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS. 3• 498. { - 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 1X AND LOT 29X. 7. FIVE FOOT (5') MAINTAINCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT. THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACCESS TO THE MAINTANCE EASEMENT FOR REPAIRS TO THE LANDSCAPE 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. 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. SURVEYOR ENGINEER SEMPCO SURVEYING, INC. BENNETT ENGINEERING 3208 SOUTH MAIN STREET 203 N. JACKSON FT. WORTH, TEXAS 76110 P.O. BOX 2077 _ 817-926-7876 WYLIE, TEXAS 75098 FAX: 817-926-7878 972-429-3993 FAX: 972-429-3963 LEGAL DESCRIPTION BEING 18.506 acres of land located in the EDWARD A. GROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200500465947 at Deed Records of Dallas County. Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod at the Southeast corner of said Alexander Tract, being located by deed in the South boundary line of said EDWARD A, CROW SURVEY, and said Paint of Beginning being located at the intersection of the existing West right-of-way line of Denten Tap Road (a 100 foot wide public right-of-way at this paint) with the existing North right-cf way line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chard bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.85 feet; THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said forth right-of-way line of Bethel Road and the South boundary line of said 18.506 acre tract, the fallowing: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Creep: THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds West - 225.62 feet to a paint; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes. 59 seconds West - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point; North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East -175.66 feet to a point; South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; North 74 degrees 07 minutes 14 seconds East - 48,28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a paint; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point: North 59 degrees 20 minutes 53 seconds East -186.60 feet to a paint; North 87 degrees 03 minutes 53 seconds East -192.64 feet to a paint; South 69 degrees 25 minutes 09 seconds East -134.66 feet to a point; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; South 49 degrees 27 minutes 47 seconds East - 2D1.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide right-of-way at this point); THENCE along the West right-of-way line of said Denton Tap Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a paint, said paint being 50.00 feet from the centerline of said Denton Tap Road; South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a point; South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, containing 18,506 acres or 806,128 square feet of land. SJRVEYOR CERTIFICAT_ 1, James W. Bartlett, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat '1-01m an actual on the ground survey of the land; and the monuments shown hereon we -e found and/or placed under my personal supervision in accordance with the platting ules and regulations of the City of Coppell, Texas. J A -4-f V B A R L E T T --------------------- Regis-ered Professional Land Surveyor No. 1897 ZONING EXHIBIT/ DETAIL SITE PLAN cqaxait foalet BLOCK A, LOTS 1 --29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 25 2007 PD -220R -SF -12 OWNER Sheet 2 o f f'j L MIRA MAR DEVELOPMENT CORP. (( 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 Ser1'1pco Surveying Inc. 817-996-6698 FAX: 817-329-1792 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 TEL: (817)926-7876 FAX: (817)926-7878 Copyright 2006 M- ANG-MAPPING-PWHNG-CMSUI.TANTS Project No. 8371 EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 ABSTRACT NO. 301 10 D.R.D.Co.,Tx. 9 N 87*03153E 192.64' S E .. 9 .69:?s, 44 1 1 q GRAPEVINE CREEK 09 44 ��p **%13� 66' COUNTRY ESTATES 10 VOL. 92188, PG. 3639<0 Tl QQ 12 D.R.D.Co.,Tx. I uoPROPOSED 0' DRAINAGE EASEMENT. Idoov -7-7 12 C) LO, JOSEPH C. THWEATT ESTATE \ V1o, DEFINED IN DEED TO LIMIT OF 100 YEAR FLOOD PLAN J.W. THWEATT BASED ON FLOOD STUDY BY VOL. 515, PG. 76 48.29 &VON N� NATHAN MAIER ENGINEERS D.R.D.Co.T. N 74`07 14 E C3AC -5bc mow omm ftaft 54.39' 0000 OWNS I *%* L S 80*48'27" E BLOCK A 13 0000 000 15 IFP-RoPOSED 30' RCP STORM SANITARY SEWER 1 17 *040 MANHOLE 16 -UMIT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY NATHAN MAIER ENGINEERS 14 I--, \ I-- ---- 18 19 -- J N lao - 4%* Ss PROPOSE 21" RCP STORM LINE[ 000 -' T. 20 E"ASEMEW E EASEM 13 PROPOSED 24" CP STORM LINE EXISTING 1T SEWER LINE EASEM mom= m%wo ITO BE ABANDONED 25' SEWER SANITARY r TYP 4�L 'o, 0000 0 EASEMENT VOL 95203, PG. 2898 ss—� ---- D.R.O.Coj. op A) ss` -_ m 1 C5 0 - SE 1000, ASPHALT —S orV11. lvl*rA 400 712 68o7q,-"G92SM21 ,R.D.0SANITA Y SEWER EASEMENTL,j " ss -TO BE ABANDONED BY THIS PLAT. 7' TYP FIRE HYDRANT PROPOSED 8" SDR -35 PVC1 ss SANITARY SEWER LINE ^C,4 Lo IN, 4jss 0 -)-ss IPROPOS SDR -35 PVC I SANITARY SEWER LINE 7' TV ss PROPOSED 3 10' STD INLET I/ 0 z ss ss 1-' u Im 4 OL LAIV& . 5 R01OSED 8- SDR -35 PVR 22 0 0KANITARY SEWER LINE XKI Im \ �P\ I c; -j Zt. UR 7' TYP Cf1I 27 (f) FIRE HY RANT 6 7, 7' TYP PROPOSED 8" PVC WATER LINE FIRE HYDRAN 3 7' TYP 23 V) 0 6' k!�) .(:5, 10 " (�k � -- PROPOSED \ 01 '20' UTILITY ESMT. 10 26 U) BLOCK A "N IN 0.725 AC. 5 28 IN. (SURVEYED)7 2 Ae 0) PROPOSED 8" SDR -35 P ICONNECT PROPOSED 8"WATER \ Cq ISANITARY SEWER LINE 5 7t:1 PROPOSED 8" PVC WATER LINE ITO EXISTING 16" WATER �t r� ) ROPOSED C14 20' UTILITY EASEMENIN 25 24 'NIRA MAR DEV. CORP. \ ` Jl 8 FIRE HYD ANT BLOCK A 20' SAN. SEW. ESMT. DOC. 200600465952 • lop ENCHANCED PAVING F-4 VOL. 93215, PG. 8992 D.R.D.Co.,Tx. \SANITARY SEWER/ ptzz TYP D.R.D.Coj. MANHOLE STAMPED CONCRETE PER. Qt 5 PROPOSED 8" PVC WATER UNEI\ ENGINEERING DETAILS) 29 UNDERGROUND TELEPHONE 10 TELEPHONE ut 6 6010' -t HONE 06 VAULT 26X N 89*25'09" E 210.13' L 22276 UFT STATION 7#06 E OPOSED BACK OF CURB 200.58' --- I/ I Existina R.O.W. . * — —V (z w A?n )o' top 493.3 tg ss— ss-> ss— ss— ss— ss— ss— ss— ss— sj= jss— ss— ss— ss ss— ss� - wv- ss— ss— THE RESERVE VOL.98249, PG. 23 D.R.D.Co.,Tx. ASPHALT ROAD I EXISTING 16"WATER LINE CONCRETE BRIDGE SANITARY §E CONCRETE WALL MANHOLE CONNECT PROPOSED 8" SEWER LINE TO EXISTING 24" SEWER LINE DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. f Ss—ss— S 89*29'11 SS-- _ ss— ss— ss— ASPHALT ROAD m NECT PROPOSED 8" WATER LINE EXISTING 16" WATER LINE J.H. SIMMONS SURVEY ABSTRACT NO. 1296 SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D.R.D.Co.,Tx. W 628.32' PROPOSED 7— bt.— ss— ss— ss— ss— ASPHALT ROAD ss—ss- -1z — 3� ss— ss— ss— ss— ss�- ss— ss-- ss— TARYSEWER BETHEL ROAD MANHOLE 0 Lo NOTE: CONNECT PROPOSED 8" WATER LINE TO EXISTING 16" WATER LINE ss— ss— ss— ss— ss— EXISTING 16* WATER UNE POWER POLE FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. 0.147 ACRE RIGHT-OF-WAY GRATE INLET 0 ss— ss— ss— ss ss— ss— ss— ss— ss— ss— z 0 0 T— o C14 1w, 0 O0 V) Rurl moo' o 00 0D 1/2- I.P.F. 50.0, L,j (D - 00 C6 v - to o ra 0 o U) I 40' E 0 Z :3 10' GENERAL TELEPHONE ESMT aFVOL 70251, PG. 356 D.R.D.Co..T. Original Scale : 1 50 0 25 50 100 Graphic Scale in Feet 10' (JENERAL TELEPHONE EASEMENT - IVOL. 70251, PG. 356 D.R.D.Co.j. UNDERGROUND CV.MARKER TELEPHONE P.O.B. bANIIAQSEWER 1/2" I.P.F. LEGEND - I.P.F IRON PIN FOUND @ SANITARY SEWER M.H. 0 WATER VALVE FIRE HYDRANT POWER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE I 40' E 0 Z :3 10' GENERAL TELEPHONE ESMT aFVOL 70251, PG. 356 D.R.D.Co..T. Original Scale : 1 50 0 25 50 100 Graphic Scale in Feet 10' (JENERAL TELEPHONE EASEMENT - IVOL. 70251, PG. 356 D.R.D.Co.j. UNDERGROUND CV.MARKER TELEPHONE P.O.B. bANIIAQSEWER 1/2" I.P.F. a.>tr+>....,....o£y,,.3 a ' E Ate' ' s7 6&31' �}: .^^'@ ,., $ ` S 141,15` ' "s 9 . a }z4 y. " j# 28,50 � B . �..,. ?t r w..:.,:..N. ,:.................. . r tx{ F $ x. , .•,a•,.. s .3.i {' ,,•>�;,,,,,,,,,,,.. „.n.- ..:...,.,..,, . .,.,.moo4...t.�•,c:.,c,,,a, ...... NG„ n 9oM.✓fn" , 0b . 0 m.. ........ ? ,..:.k>,w.x..,r».....+...+.., ,e>n•..w.,.�...»..,w, ,.�..,, .,.»,:.,n,.,,..,...N.:s�.,.,,....,„w.,..,.,,�..,,,,.,,,,•.,,,w,,.......,,,...a..,...Y..., ..............�.,,.,...,,.,...»w.a.,,.:«>,::.,».«a'w'C;.�' k ""'."�„+;".>.,� j„` t� ,. to „<.„„y ., V K vv z PLANTING PLAN 1 111 = 201-011 v 'os ..'a, S f,•n 'Y M # „ N µ; 1112,67' ¢yM6.....,'i T- t 2 n.,vn.. � ; 10WAIRrilkirpm R3wilA PLANTING PLAN 1 ! FUVAEMOOMA-91M 1 t 0 I 1-9 PLANT NAME SIZE REMARKS QTY. TREES CEDAR ELM 4" CAL., CONT,, FULL, SINGLE TRUNK, MATCHED, WELL BRANCHED, 1� ULMUS CR4851FOL I,A 12'-14' HT. BRANCHED AT T HT., 65 GAL. MIN. SHRUBS INDIAN HAWTHORNE 3 GAL., FULL TO BASE, HEAVILY ROOTED, 24" O.C. TRIANGULAR FIELD RAPHIOLEPSIS INDICA l8"-20" HT. MIN, SPACED, 0.26 PLANTS/SF VERIFY RED YUCCA 3 GAL., FULL TO BASE, HEAVILY ROOTED, 30" O.C. TRIANGULAR FIELD HESPERALOE PARVIFLORA 18"-24" HT. MIN. SPACED, 0.18 PLANTS/SF VERIFY GROUNDCOVERS, PERENNIALS, FERN AND ORNAMENTAL GRASSES M MAIDEN GRASS 3 GAL. FULL, HEAVILY ROOTED, 3011 O.C. TRIANGULAR SPACED, 0.18 FIELD MISCANTHUS SINENSIS 'GRACILLIMUS' k PLANTS/SF VERIFY HAMELIN FOUNTAIN GRASS 3 GAL. FULL, HEAVILY ROOTED, 2411 O.C. TRIANGULAR SPACED, 028 FIELD PENNISETUM ALOPECURIODES 'HAMEL IN' PLANTS/SF VERIFY WEEPING LOVEGRASS I GAL. FULL, HEAVILY ROOTED, 18,' O.C. TRIANGULAR SPACED, 0.80 FIELD ERAGROSTIS CURVULA PLANST/SF VERIFY BIG BLUE LIRIOPE 4" POT FULL, HEAVILY ROOTED, 10" O.C. TRIANGULAR SPACED, 1.66 FIELD LIRtOPE MUSCARI 'BIG BLUE' PLANTS/SF VERIFY SEASONAL COLOR 4" POT FULL, HEAVILY ROOTED, 10" O.C. TRIANGULAR SPACED, 1.66 FIELD TO BE SELECTED BY LANDSCAPE ,ARCH. PLANTS/SF VERIFY PER TIME OF INSTALLATION MISCELLANEOUS LAUN BERMUDAGRASS SOL ID SOD VERIFY Cu. YD, ALUMINUM EDGING HEAVY DUTY 3116" x 3.5", COLOR — MILL FINISH, REFER TO SPEC. SECTION VERIFY 02950. LIN. FT. MULCH 2" DEPTH COARSELY SHREDDED HARDWOOD MULCH, REFER TO VERIFY SPEC. SECTION 02950 CU. YD. COMPOST 2" DEPTH OR ORGANIC — WELL DECOMPOSED, REFER TO SPEC. SECTION VERIFY AS SPECIFIED 02950 Cu. YD. 0 PLANT LEGEND. 0 a ®m 23' Q § 4 P, PLANT LEGEND. 0 a ®m 23' Q f 2 P, 3 y27 's ,? ? a � �f`Y3 an .• { r M 0 k ry I I..n T-. 1 `.v.w u- 2. 11 Cc, -'Ti 3 a� Z { PLANT LEGEND. 0 a ®m 23' 2 P, 3 y27 's ,? ? a � �f`Y3 an .• { r M 0 k PLANT LEGEND. 0 a ®m AT PLAkTING 5r=os, TYPICAL I EXISTING TREES TO REMAIN. REFER TO TREE REMOVAL PLANS AND NOTES, TR -01 '�`�1, IATCI, LIN P[01 PLANTING PLAN CEDAR ELM MISCANTHUS INDIAN HAWTHORNS RED YUCCA FOUNTAIN GRASS LOVEGRASS BIG SLUE LIRIOPE SEASONAL COLOR LAWN 111= 20'-011 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 PHONE COMPANY TO PLANT TREES ALONG DENTON TAP ROAD ON TOP OF THEIR EX 1 ST I NG EASEMENT PRIOR TO INSTALLATION. a A w 1. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS PART OF THE WORK SHALL BE REMOVED FROM THE JOB SITE ,AND DISPOSED OF AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH ,ALL LOCAL, STATE ,AND FEDERAL REGULATIONS. 2. THE CONTRACTOR SHALL BE REQUIRED, AT ALL TIMES, DURING THE CONSTRUCTION TO PROVIDE WARNING SIGNS, RRICA ES AND OTHER SAFETY DEVICES ('INCLUDING TEMPORARY SAFETY FENCING ,AROUND THE JOB SITE) IN ORDER TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL ,ALL OF THE WORK HAS BEEN COMPLETED AND ACCEPTED. 3. THE CONTACTOR SHALL BE RESPONSIBLE FOR LOCATING .ALL UTILITIES, INCLUDING THE FRANCHISE UTILITIES, ,AND UNDERGROUND STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE CONTACTOR SHALL BE RE5FONS15LE FOR .ALL DAMAGE TO THESE EXISTING UTILITIES OR STRUCTURES CAUSED BY HIS FORCES ,AND SHALL REPAIR ANY DAMAGE TO THEM CAUSED DURING THIS WORK, AT NO EXPENSE TO THE OWNER. REPAIR SHALL BE WITH IN—FIND MATERIALS ,AND MUST BE APPROVED BY OWNER'S REF. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ,ALL EXISTING FACILITIES IN ,AND ,AROUND THE PROJECT AREA TO INCLUDE TREES, PLANTINGS, SHELTERS, CONCRETE PAVING, BENCHES, SIGNS ,AND OTHER FACILITIES. THE CONTRACTOR IS RESPON515LE FOR REPAIR OF ,ANY ITEMS DAMAGED BY HIS FORCES AT NO EXPENSE TO THE OWNER. REPAIR SHALL BE WITH IN—KIND MATERIALS AND MUST BES APPROVED BY OWNER'S REP. 5. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS ,AND BARRICADES AT LOCATIONS WHERE EXISTING SIDEWALK(S) HAVE BEEN REMOVED OR DAMAGED. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TOPSOIL FOR CONSTRUCTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ,AROUND ,AND DIRECTING DRAINAGE AWAY FROM THE BUILDING OR TOWARDS AREA DRAINS AS INDICATED ON THE CIVIL DRAWINGS. L 1. THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ,ALL LANDSCAPING AT ALL COMMON AREAS, 2. ALL LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY 1 -TANNER AT ALL TIMES. THIS SHALL INCLUDE I MOWING, EDGING,- FERTILIZING, DGING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ,ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. 3. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A FART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 4. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS 15 APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE. NOT FOR CONSTRUCTION PLAN PREPARED BY: TRICIA AMADOR WOLIVER, ASLA LANDSCAPE ARCHITECT, TX LIC. +'2225 6825 STUDE5AKER DRIVE MCKINNEY. TEXAS -15011 469.13416164 DIRECT 912.562.8861 FAX OWNER: MIRA MAR 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 16034 811-32S-1192 PRELIMINARY FLAT ALEXANDER COURT BLOCK A, LOTS 1-26 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18211 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS BLOCK A., LOTS 1-29 City of eon►- Dallas County, Texas 23' 2 P, 3 y27 's ,? ? a r M 0 ry I AT PLAkTING 5r=os, TYPICAL I EXISTING TREES TO REMAIN. REFER TO TREE REMOVAL PLANS AND NOTES, TR -01 '�`�1, IATCI, LIN P[01 PLANTING PLAN CEDAR ELM MISCANTHUS INDIAN HAWTHORNS RED YUCCA FOUNTAIN GRASS LOVEGRASS BIG SLUE LIRIOPE SEASONAL COLOR LAWN 111= 20'-011 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 PHONE COMPANY TO PLANT TREES ALONG DENTON TAP ROAD ON TOP OF THEIR EX 1 ST I NG EASEMENT PRIOR TO INSTALLATION. a A w 1. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS PART OF THE WORK SHALL BE REMOVED FROM THE JOB SITE ,AND DISPOSED OF AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH ,ALL LOCAL, STATE ,AND FEDERAL REGULATIONS. 2. THE CONTRACTOR SHALL BE REQUIRED, AT ALL TIMES, DURING THE CONSTRUCTION TO PROVIDE WARNING SIGNS, RRICA ES AND OTHER SAFETY DEVICES ('INCLUDING TEMPORARY SAFETY FENCING ,AROUND THE JOB SITE) IN ORDER TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL ,ALL OF THE WORK HAS BEEN COMPLETED AND ACCEPTED. 3. THE CONTACTOR SHALL BE RESPONSIBLE FOR LOCATING .ALL UTILITIES, INCLUDING THE FRANCHISE UTILITIES, ,AND UNDERGROUND STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE CONTACTOR SHALL BE RE5FONS15LE FOR .ALL DAMAGE TO THESE EXISTING UTILITIES OR STRUCTURES CAUSED BY HIS FORCES ,AND SHALL REPAIR ANY DAMAGE TO THEM CAUSED DURING THIS WORK, AT NO EXPENSE TO THE OWNER. REPAIR SHALL BE WITH IN—FIND MATERIALS ,AND MUST BE APPROVED BY OWNER'S REF. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ,ALL EXISTING FACILITIES IN ,AND ,AROUND THE PROJECT AREA TO INCLUDE TREES, PLANTINGS, SHELTERS, CONCRETE PAVING, BENCHES, SIGNS ,AND OTHER FACILITIES. THE CONTRACTOR IS RESPON515LE FOR REPAIR OF ,ANY ITEMS DAMAGED BY HIS FORCES AT NO EXPENSE TO THE OWNER. REPAIR SHALL BE WITH IN—KIND MATERIALS AND MUST BES APPROVED BY OWNER'S REP. 5. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS ,AND BARRICADES AT LOCATIONS WHERE EXISTING SIDEWALK(S) HAVE BEEN REMOVED OR DAMAGED. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TOPSOIL FOR CONSTRUCTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ,AROUND ,AND DIRECTING DRAINAGE AWAY FROM THE BUILDING OR TOWARDS AREA DRAINS AS INDICATED ON THE CIVIL DRAWINGS. L 1. THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ,ALL LANDSCAPING AT ALL COMMON AREAS, 2. ALL LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY 1 -TANNER AT ALL TIMES. THIS SHALL INCLUDE I MOWING, EDGING,- FERTILIZING, DGING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ,ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. 3. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A FART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 4. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS 15 APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE. NOT FOR CONSTRUCTION PLAN PREPARED BY: TRICIA AMADOR WOLIVER, ASLA LANDSCAPE ARCHITECT, TX LIC. +'2225 6825 STUDE5AKER DRIVE MCKINNEY. TEXAS -15011 469.13416164 DIRECT 912.562.8861 FAX OWNER: MIRA MAR 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 16034 811-32S-1192 PRELIMINARY FLAT ALEXANDER COURT BLOCK A, LOTS 1-26 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18211 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS BLOCK A., LOTS 1-29 City of eon►- Dallas County, Texas PLANTING NOTES 1. ALL AREAS SHALL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM PROVIDING 1009.1, COVERAGE. IRRIGATION DESIGN 15Y OTHERS. 2. CONTRACTOR IS RE5PON5115LE FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR 15 RESPONSIBLE FOR ADVISING THE OWNER OF ANY CONDITION FOUND ON THE SITE WHICH PROH1151TS INSTALLATION A5 SHOWN ON THESE DRAWINGS. 4. LANDSCAPE AREAS SHOULD BE KEPT FREE OF TRASH, LITTER 4 WEEDS AT ALL TIMES DURING CONSTRUCTION. 5, CONTRACTOR 15 RESPONSIBLE FOR FINE GRADING, REMOVAL OF MISCELLANEOUS DEBRIS AND ANY ADDITIONAL FILL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING IN ALL BED AREAS, 6. ALL QUANTITIES ON THI5 PLAN ARE FOR INFORMATION ONLY. PLANT SPACING IS AS INDICATED ON 'PLANT SCHEDULE' UNLESS OTHERWISE NOTED. IT IS THE CONTRACTOR'S RESPONS1131LITY TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AT SPACING SPECIFIED IN THE 'PLANT SCHEDULE' REMARKS REGARDLESS OF QUANTITY INDICATED. 1. CONTRACTOR SHALL MEET OR EXCEED ALL MINIMUM SIZES LISTED IN 'PLANT SCHEDULE' INCLUDING CONTAINER SIZE. 8. TREES, SHRUB, GROUNDCOVER AND PERENNIAL BED LAYOUTS SHALL BE STAKED FOR APPROVAL iii' OWNER PRIOR TO EXCAVATION. ALIGN AND EQUALLY SPACE IN ALL DIRECTIONS ALL SHRUBS, GROUNDCOVER AND PERENNIALS AS NOTED IN THE DRAWINGS. 9. UNLESS OTHERWISE INDICATED, ALL 5HRU15, PERENNIAL AND GROUNDCOVER BEDS SHALL BE TOPDRESSED WITH A TWO (2") INCH COMPOST LAYER COVERED WITH A TWO (2") INCH MULCH LAYER 10. PROVIDE ALUMINUM EDGING AS INDICATED ON THESE DRAWINGS, 11. ALL EXISTING PLANT MATERIAL INCLUDING TREES SMALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT MATERIAL OF LIKE VARIETY AND SIZE IF DAMAGED, DESTROYED OR REMOVED OTHER THAN AS INDICATED ON THE DRAWINGS. 12, FINISH GRADE OF PLANTING BEDS SHALL BE (3") BELOW ADJACENT CURB, PAVEMENT OR HEADER. IN AREAS WHERE (2") COMPOST AND (2") MULCH 15 TO BE APPL IED FINISH SOIL GRADES SHALL BE (3 1/2 ") BELOW ADJACENT CURB, OR PAVEMENT, MULCH SURFACE SHALL BE (1/2") BELOW 13. CONTRACTOR SHALL REMOVE ALL WEEDS WITH MINIMAL TWO TREATMENTS OF HERBICIDE PRIOR TO INSTALLATION OF FILTER FABRIC FOR AGGREGATE AREAS. 14. REFER TO THIS SHEET FOR PLANTING DETAILS 4 SHEET LP -01 FOR PLANTING SCHEDULE. .......... - .... :- > ...... .............. :�. NTS EXCAVATE TREE PIT 2 X'S DIAMETER OF ROOT BALL (TYP.) TREE - REP PLANTING PLAN GROWN OF ROOT BALL TO BE I" ABOVE FINISH GRADE, REMOVE I/2 TOP OF BURLAP AND CUT ALL WIRE STRAPS, EXPOSE FLARE 2" THICK COARSELY SHREDDED HARD- WOOD BARK MULCH OVER 2" LAYER OF;rsANIC COMPOST, TAPER TO FLARE OF TREE TRUNK (KEEP EXPOSED), COVER TOP OF TREE STAKING FRAME +" PLANTING MEDIA: .... , ." , . ,"""" , . " , . 50% NATIVE TOPSOIL WITH 50% COMPOST EXCAVATED NATIVE TOPSOIL .. K° ROOT BALL w.... #:w SCARIFY THE EDGE OF THE # ' FHM. qE " TREE PLANTING PIT (TYP? ) '`'----- INSPECTION TUBE - 4" DIA. w. L11 _ d€.: '. CUT I" ABOVE FINISH GRADE 4 CAP WITH 4" DIA. DRAIN GRATE COVER 4" DIA. SUBSURFACE DRAIN AT LOUD SIDE OF TREE PLANTING IN PARKING LOT - REI= CIVIL DRAIN PLAN 4 PROFILE DR,"INGS CTION NOTE: FORM SAUCER WITH 2 INCH HIGH BERM AROUND TREE FOR INITIAL WATERINCs AND ESTABLISHMENT. REMOVE THE BERM AFTER I YEAR PROFILE DRAWINGS TREE - REF: PLANTING PLAN 1. LANDSCAPE FLAN00 THE IRRIGATION CONTRACTOR 15 OL3L IGATED TO REFER TO THE 40 LANDSCAPEPLAN FOR LOCATIONS OF HEADS RELATIVE TO THE PROPOSED CROU N OF ROOT BALL TO 15S PLANTING PLAN. CONTACT THE OWNER'5 REPRESENTATIVE FOR 112 TOP I" A15Oof FINISH p CCUUT Q VE CLARIFICATION, ALL WIRE STRAPS, EXPOSE FLARE 2. INSTALL LINES AND TADS IN LANDSCAPE AREAS NO CLOSER THAN THREE 2" COMPOST TOPPED wi 2" MULCH INCHES TO CURB OR PAVEMENT. LAYI=R 8Y 3 F7: DIA. AT TREES IN LAWN AREAS 3. LAYOUT LAYOUT SHRUB SPRAY NOZZLES TO PROVIDE I005%; COVERAGE (HEAD TO TREE UIELL AT EDGE HEAD) IN THE SHRUB GROUNDCOVER AND PERENNIAL AREAS WITHOUT " __.----� a.0 �'''� FINISH GRADE . .. w n OVERSPRAY ONTO PAVEMENTS. AVOID CONFLICTS WITH PROPOSED PLANT ..Uv -TILL SOIL TO 12" DEPTH MATERIAL, PAVING, STRUCTURES AND UTILITY LINES. .:::m ..:.:.:.:.:.:.' . WITHIN 10 RADIUS OF TREE 4. PROVIDE A ZONED SYSTEM WITH TREES, SHRUBS AND LAWN ON SEPARATE VALVES. FOR SHRUBS WITHIN PLANTER BEDS. INSTALL RAIN AND FREEZE F v s SENSORS AT THE CONTROLLER LOCATION, IF NOT PREVIOUSLY EXISTING.' ```'' F f}; F ; ` F f 'Ff ,i/ ' , Ff SCARIFY THE EDGE OF THE COORDINATE LOCATION OF SENSORS WITH OWNER'S REPRESENTATIVE. THE ? � » \ TREE PLANTING PIT (TYPP) LAWN AREA SHALL BE WATERED WITH SPRAY OR ROTARY HEADS. ROOT BALL /a7 fJWnfix., .,�.ta / ./'+. F S. PROVIDE QUICK COUPLERS AT IDIS ON CENTER ALONG MAINLINE WITH A f f :° PLANTrr�6G MEDIA -COMPACTED f �Fd f/� `'� � �� , �,.,.., ��' �:�;� k� �� ,F�,�, IN 9" LIFTS BALL VALVE PROCEEDING THE QUICK COUPLER FOR SHUT OFF. LOCATE F . °` f QUICK COUPLERS ADJACENT TO PAVEMENT AREAS FOR MAINTENANCE WASH ,..,, .,..�,r. . INSPECTION TUBE - 4" DIA, CUT 4�.� DOM OF SURFACES. I" ,ABOVE FINISH GRAPE 4 CAP ` f WITH 4" DIA. DRAIN GRATE. COVER 6. GENERAL NOTES s 4" DIA. SUBSURFACE DRAIN AT LOUT NO IRRIGATION HEAD OR VALVE SHALL BE WITHIN THREE (3) FEET OF A SIDE OF TREE PLANTING IN PARKING WATER UTILITY. NO SPRINKLER HEAD OR IRRIGATION LINE SHALL BE LOT REF. CIVIL DRAIN PLAN # INSTALLED WITHIN ONE FOOT SIX- INCHES (I'-ro ") FROM SERVICE DRIVE PAVEMENT. THE MAIN LINT=' SHALL BE THREE (3) FEET BACK OF CURB (EXCEPT FOR MAJOR INTERSECTIONS). OVERSPRAY ON SIDEWALKS WITHIN THE RIGHT OF WAY 15 PROHIBITED. SECTION NTS SHRU5, PERENNIAL OR GROUNDCOVER - REF. PLAN FOR TYPE AND LOCATION FINISH GRADE 2 COMPOST TOPPED u1/ 2" tf *✓'�r"v �''`�r>>`S T` v�r*y` .�`v'.'*f� t>,. f., `,. �a .✓ r"t �. `.f f"�'^., " MULCH L14''►'R PLANTING MEDIA - REFI SPEC. SECTION 02c350 . ..................: € � i �w..«.,,,,..,,...... s - �Y..,.,,,».,,....>,....,.,., # ,i i.s>. '.. �,.,...... NTS EXISTING SUBGRADE SHRUB - REF. PLAN FOR TYPE $ SPACING GROUNDCOVER - REF. PLANS 2" COMPOST TOPPED W/ 2" MULCH LAYER 3/16" X 4" STEEL EDGING FINISH GRADE AGGREGATE PLANTING MEDIA EXISTING SOIL SHRUB & GR€ NTS AS NOTE NOTE: SPACING DIAGRAM REFERS TO ALL PLANTING UNLESS NOTED OTHERWISE. -*'� TRIANGULAR SP iw AS NOTED �• PLANT LOCATION (TYP.) \ � 1/2 SPACING r PAVING EDGE/CURB NOT FOR CONSTRUCTION 111 •r - • * • SCREEN WALL AND ENTRY FEATURE MATERIAL - LIMESTONE (CUT AND BUILDER BLOCK) r r A r ENTRY FEATURE MATERIAL - FRENCH QUARTER STYLE LANTERNS ENGINEER: ZWINGGI ENGINEERING/PLANNING,LLC 150 PARISH LANE, #33-1 l=.a. 5OX 124-1 ROANOKE, TEXAS -1ro2ro2 940-390-0040 FAX: Vl-961-0299 SURVE'Y'OR: SEMI='CO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS iro110 81�-92�--187(0 FAX: 81-1 -92ro-"i8"i8 OWNER. MIRA MAR 6003 SUNDERLAND DRIVE COLLE'T'VILLE, TEXAS -16034 81l-329-1-192 FREL.IM(NAR�' FLAT ALEXANDER COURT BLOCK A, LOTS 1-2& EDWARD A. CROW SURVE"r, 456TRACT NO, 301 J.0 ANDER,5ON 6URVE r, 455TRACT NO, 18 18.217 AGRE5 OF LAND CTT OF CORFELwL., DAL.L,A5 COUNT T , TEXAS 41 BLOCK A, LOTS 1-29 Materials Selections - color Board City of Coppell, Dallas County, Texas SUBMITTED. 08 MAY 2007 TRICIA AMADOR WOL.IVER, RLA, ASLA LANDSCAPE ARCHITECT CB=01 6825 STL DE AKER DRIVE CKINN. TEXAS 75071 ...................................... ................ m 1111111I 11;111� 111111111 ill� 1��!Iijpii IMF ........................ WALL StuNAGE AT CORNER -'ELEVATION No-, fQR, CON5TRUCTION A '110 ii ... ....... f ..........`[w�k v � w C' ; aaVVkC MIMI Wo h ' Z S .� R & f ..........`[w�k v � w BIG CEDAR ADDITION VOL 92125, PG. 3455 D.R.D.Co.,Tx. j 1061.11k, 1 -80 ICON COUNTRY ESTATES VOL. 92188, PG. 3639 D.R.D.Co.,Tx. LIMIT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY NATHAN MAZER ENGINEERS EDWARD A. CROW SURVEY ABSTRACT NO. 301 ME GRAND COVE ESTATES VOL. 94190, PG. 4358 11 D.R.D.Co.,Tx. 9 L - 9 GRAPEVINE CREEK 10 Ole LIMIT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY mom mass NATHAN MAIER ENGINEERS wow mmm mom W^%ft wow 0000 BLOCK A 16 17 00010 15 LINU B [5486.77 LINE "A"= 0+00 4%1.* 7 C4 18 CC INSTRUCT 4' DIA MANHOLE 14 19 ss + f ss 20 ss f \- 7' TYP --_ss 4000102 0000, 40000, 1\ 10+77.41 LINE "A" 7TYP CONSTRUCT 4' DIA MANHOLE --7 0 CQ Ln ,0 ``9\-7- 07 + 10 0.725 AC.IEND & STA 12+12.1 (SURVEYED) t INSTALL 8" CLEAN OUT :XISTING 16" WATER LINE THE RESERVE VOL.98249, PG. 23 D.R.D.Co.,Tx. DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. VUL. y/U16, HU. 649,5 D.R.D.Co.,Tx. JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO J.W. THWEATT VOL. 515, PG. 76 D.R.D.Co.T. LEGEND - CURVE TABLE & SANITARY SEWER M.H. CURVE: LOCATION LENGHT RADIUS DELTA TANGENT C1 LINE "A" 97.27' 200.00' 27*51'57" 49.62' C2 LINE "A" 96.73' 197.68' 28'02'07* 49.35' C3 LINE "A" 157.02' 291.19' 30'53'47" 80.47' C4 LINE "A" 51,24' 193.00' 15'12'41" 25.77' C5 LINE "A" 127.51' 793.00' 09*1245" 63.89' C6 LINE "A" 95.51' 226.66' 24*08'32" 48.47' C7 LINE "A" 42.53' 267.34' 09'06'56* 21.31' C8 LINE "A" 122.14' 706.82' 09'54'04" 61.22' C9 LINE "A" 34.56' 257.00' 07*42'15" 17.30' C10 LINE "A" 63.60' 307.00' 11'52'10" 31.91' C11 LINE "A* 24.59' 163.00' 08*38'36" 12.32' C12 LINE "A" 77.65' 200.00' 22'14'44" 39.32' C13 LINE "B" 114.79' 153.00' 42' 59"10" 60.25' C14 LINE 'B- 43.81' 343.10' 07*1858" 21.94' C15 LINE "B" 125.29' + 183.82' 39*03'12" 65.19' JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO J.W. THWEATT VOL. 515, PG. 76 D.R.D.Co.T. -E-E- OVERHEAD ELECTRIC EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE PROPOSED SANITARY I SEWER LINE Original Scale : 1 50 25 50 Igo Graphic Scale in Feet 0 a) 0 76 a) u - r) CL LL 0 CL a) -a -C a) T6 a) 0 u- 0 0- LEGEND - I.P.F IRON PIN FOUND & SANITARY SEWER M.H. 0 WATER VALVE FIRE HYDRANT tSi POWER POLE -E-E- OVERHEAD ELECTRIC EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE PROPOSED SANITARY I SEWER LINE Original Scale : 1 50 25 50 Igo Graphic Scale in Feet 0 a) 0 76 a) u - r) CL LL 0 CL a) -a -C a) T6 a) 0 u- 0 0- EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 10 COUNTRY ESTATES ZONED—SF-12 ]I E-4 \VOL 92188, PG. 3639 9 P4 8.04' N 87-03'53" E 192.61v r4l D.R.D.Co.,Tx. .................................. )'- s 9 0,9 P41 I '_. 184.60' 09 E-4 ZONED -SF -1 \ \ T '�� Z ! GRAPEVINE CREEK 10 (n Ld 49 Q 0 \ 1 u 12 - - - - -- - - - - - - - - - - - < O.N 8LOCKe,A " CVb C�vqQ, bc '39 -'Zg' ... .. >4 gv '71"Ar'21 /,/I I I JOSEPH C. THWEATT C-0 04.5� ESTATE 12 DEFINED IN DEED TO J 34. — — Al A0jV -(P VOLX. 515THWEATT ----—--- f— 7 1-1 D.R.D.Co.T. -COMMERICAL! 48.29' 'SIP ZONED C$ N 74*07'14" E --- --- ------------- -(16 w\ , �_'' i4.39' -n�n > Iz �\Op ... .... CP. �3 13 S 80*48'27" E ro 15 ----- PROPOSE ZONING 1490.0 rn CIV A+1 SANITARY SEWER 4.18# VA MANHOLE rob 6 1 6 —1-7 14 �J_491.0 "I N, "I "I LLJ (10 z 0 00 V) r•- LL' _L I LLI I=) z 30, '2,5' SEWER SANITARY I 8Z - - - - - - - - - - 12.6 .81 EASEMENT 77.33' 18 1- *_1 "I "N\11_1��'�� VOL. $1 51.31 5203, PG. 2898 13 7., "19 IN.R.D.Coj. . ........ 1 0 V6 1 -0- 0. --2 JT A�CV 01 2. CV 3 .0, 1492.01 C9 _j ASPHALT 7 \ \ SANITARY SEWER EASEMENT SANITARY SEWER 85.77 TO BE ABANDONED,,`131Y THIS SAT. 34-8S 2 E ',�frWC�11 00 YE MANHOLE --- _Sf_G IT I - EASEMENT AN ......... FDIQ SANITARY d / / '' / ,.• `/ � T .", .� T �r� • w, ..,.. '� ,w,,,,,,.,,� ,�, ... 9r. '°`'� �'' 9..* '"" .� --- ,""" SE SANI W��____ I ,A!' t_N.. j I C-4 z uz Ltd 2ioQ,. &.38' Lu [4 =92. 0 N 0 T .71 < 61-496' k 4j '\w 4—L -4, /i'�, E ENT rn 19 Cb",, s ? � F• .......... ......,......,.,,.. . '"'" CV 6 4. d')" - _j (0 CPO to Ld co 0\ t4 T T � U) 41S47 LOT vt'a b) T-2 V) 134 15' .9 ............ 41 1- -N Z7 N 8935'01S�' E A S 011515 E &y Us to ..4 . .... �94. r\p C -V 9.54' I.P.F. to vi T-3' 0 0, x - - 4, .:4el C�q -1 \ 1�1' v P W, .. 1w 3 Al �4 OD tdo \-V, c' U1 Cn 0 23 I �10 !?:A� 0%. Z —1-35.2,3' 135.OV, ....... 0 0 Ci 1P ) %� �'kRSAI 1 0 45 y. S 85.O 7t'( N 86-50'0r, 152-0, 20' SE% SANITARY 0 EASEMENT`"" 0 ...... 11.65' 2 6\ I \ �� T 1VOL. 93215, PG. 8992-,Z N D.R.D.Co.j. qbc o'TELEPHONE < 41 0) > W.. Loc _j 0i jo ue &Z bp 1/�" I.P.F. oo;o C13 '\ Lis., \k 2 M ol-2-8, u," 0, At 'y W J� 00 F) \ \ I Do L0 156-081 173.04! 8 '42129" E r- It C14 Z4 00 9 N 89&2837" E 5, 00 0.725 AC. 0 IQ LAJ Icy- Ir 0 (SURVEYED) 498. 14 1�1 'k 01. mc LL w SANITARASEWER \ 4u- C 0 , �_ -4 ell _AIN 8 1 V) MANHqLE 8" Ili WALL\y P) EASEVENT MIRA MAR DEV. CORP. I -e SCREENING Original Scale : 1 50 0 as ra Boa Graphic Scale in Feet 0 NOTE: ACCESS/ MAINTENANCE EASEMENT TO P-4 COINCIDE WITH THE WESTERN BOUNDARY OF THE EXISTING SANITARY SEWER EASEMENT. (SEE SHEET 2 FOR DETAILS) "I x /I '.. / " -_ 11 a/ 11-.1. V1. \ 10' GENERAL TELEPHONE DOC. 200600465952 0\ WALL '10 _j T-6 EASEMENT 4 0,?o 71 VOL 70251, PG. 356 D.R.D.Co.,Tx. 5'--WXCL MAINTENXNCE 2 9' 125' .00, Mrs 0- J- - D.R.D.Co.j. EASEMENT -1 1 - 81 NT _ _26.46! 11 11 EASEMENT to SIG 1:-10 T-9 819V WATER 0.& WALL w VALVE T-14 T-13 T-rl!2� T11 L E MEN 66.09J _j u) 3'_ 44 15% 15' B.L. L — Cn ADERGROUND 15 B.L 411tlti! — . . _;�_ — ____ - * _;_ 29X 09,\K 210.13 TELEPHONE 200.58LIFT STATION r; L_ — — — —ASPHALT — ROAD — --I— — — — -WIRCR—ETE BRIDGE ------- tt THE RESERVE VOL.98249, PG. 23 D.R.D.Co.,Tx. ZONED PD 108R25 SF -9 jt DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. 'Ir 6 9# 1 .. MARKER T-1 09F id. -00 M. i x 39 19.00, S 97 rate K I A \'?O P.O.B. _._�® Mw T. & �_PW29'1 1 628.32" p 49 1/2" I.P.F. ......... __ SANITARLSEVgt- \SANITARY "SEW -=R:..- SA NITARY SEWER MANHOLE 1280&E SANITARY SEWER -ROAD HOLE MANHOLE % ASPHALT ROAD ASPHALT ROAD VAULT MANHOLE WEST BETHEL 0: to UNDERGROUND to TILE HON M R a AF KOE POWER POLE r1INLET (8) E tE__ � _ =t=_ _ VALVES CONCRETErr PROPOSED BACK OF CURB ENH�NCED PAVING 0 F7 =E WATER(8) J.H. SIMMONS SURVEY A- 1296 SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D. R. D. C o., Tx. ZONED -PD 108R SF 9i; STAMPED CONCRETE PER 0.147 ACRE RIGHT—OF—WAY ENGINEERING DETAILS) DEDICATION PER THIS PLAT ZONING EXHIBIT/ DETAIL SITE PLAN FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. IZONED-Pa 1 BLOCK A, LOTS 1 —29 EDWARD A. CROW. SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 309 2007 SHEET 1 of 2 Copyright 2006 9 30,37 W W lievised P&z C" 4 12615400201� LEGEND - I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE FIRE HYDRANT POKER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE Original Scale : 1 50 0 as ra Boa Graphic Scale in Feet 0 NOTE: ACCESS/ MAINTENANCE EASEMENT TO P-4 COINCIDE WITH THE WESTERN BOUNDARY OF THE EXISTING SANITARY SEWER EASEMENT. (SEE SHEET 2 FOR DETAILS) "I x /I '.. / " -_ 11 a/ 11-.1. V1. \ 10' GENERAL TELEPHONE DOC. 200600465952 0\ WALL '10 _j T-6 EASEMENT 4 0,?o 71 VOL 70251, PG. 356 D.R.D.Co.,Tx. 5'--WXCL MAINTENXNCE 2 9' 125' .00, Mrs 0- J- - D.R.D.Co.j. EASEMENT -1 1 - 81 NT _ _26.46! 11 11 EASEMENT to SIG 1:-10 T-9 819V WATER 0.& WALL w VALVE T-14 T-13 T-rl!2� T11 L E MEN 66.09J _j u) 3'_ 44 15% 15' B.L. L — Cn ADERGROUND 15 B.L 411tlti! — . . _;�_ — ____ - * _;_ 29X 09,\K 210.13 TELEPHONE 200.58LIFT STATION r; L_ — — — —ASPHALT — ROAD — --I— — — — -WIRCR—ETE BRIDGE ------- tt THE RESERVE VOL.98249, PG. 23 D.R.D.Co.,Tx. ZONED PD 108R25 SF -9 jt DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. 'Ir 6 9# 1 .. MARKER T-1 09F id. -00 M. i x 39 19.00, S 97 rate K I A \'?O P.O.B. _._�® Mw T. & �_PW29'1 1 628.32" p 49 1/2" I.P.F. ......... __ SANITARLSEVgt- \SANITARY "SEW -=R:..- SA NITARY SEWER MANHOLE 1280&E SANITARY SEWER -ROAD HOLE MANHOLE % ASPHALT ROAD ASPHALT ROAD VAULT MANHOLE WEST BETHEL 0: to UNDERGROUND to TILE HON M R a AF KOE POWER POLE r1INLET (8) E tE__ � _ =t=_ _ VALVES CONCRETErr PROPOSED BACK OF CURB ENH�NCED PAVING 0 F7 =E WATER(8) J.H. SIMMONS SURVEY A- 1296 SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D. R. D. C o., Tx. ZONED -PD 108R SF 9i; STAMPED CONCRETE PER 0.147 ACRE RIGHT—OF—WAY ENGINEERING DETAILS) DEDICATION PER THIS PLAT ZONING EXHIBIT/ DETAIL SITE PLAN FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. IZONED-Pa 1 BLOCK A, LOTS 1 —29 EDWARD A. CROW. SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 309 2007 SHEET 1 of 2 Copyright 2006 9 30,37 W W lievised P&z C" 4 12615400201� VICINITY MAP NOT TO SCALE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 41°46'05' 275' 104.92' 200.47' N 46°2423"E 196.04' CV 2 15'12'41" 175' 23.37' 46.46' N74°53'46"E T-4 46.32' CV 3 9'12'45" 775' 62.44' 124.61' N 87'0629"E 124.48' CV 4 36'15'56" 200' 65.50' 126.59' S 70'09'10"E 124.49' CV 5 9'27'07" 725' 59.94' 119.60' S 56'4456"E 119.47' CV 6 221'54'14" 275' 55.72' 109.95' S 71'0842"E 109.21' CV 7 8'08'56" 275' 19.59' 39.11' S 73'04'24"E 39.08' CV 8 19°30'02" 175' 30.07' 59.06' N 09'20'33" E 59.27' CV 9 41'34'55" 200' 75.94' 145.15' N 01'41'54"W 141.98' CV 10 07°19'05" 325' 20.78' 41.51' N 18'49'19"W 41.48' CV 11 43°03'54" 135' 53.27' 101.47' N 06'21'41 "E 99.10' CV 12 1 °50'33" 1145.92' 18.43' 36.84' N 89'371'16"W 36.85' NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/fload plain 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. LOT TANGENT TABLE AREA No. LOT Bearing AREA Dist. T-1 S 89'20'30' W 10.23' T-2 S 03`07'29" E 9.03' T-3 S 03'07'29" W 20.97' T-4 S 44'26'21" W 37.66' T-5 S 00'34'51" E 3.00' T-6 S 00'35'01" E 3.00' T-7 N 00'35'12" W 3.00' T-8 S 05'02'57" E 3.00' T-9 N 02'10'47" W 3.00' T-10 N 00'30'49" W 3.00' T-11 N 00.30'42" W 3.00' T-12 N 00'30'42" W 3.00' T-13 S 00'30'49" E 3.00' T-14 N 00`30'49" W 3.00' T-15 N 00'30'49" W 7.00' T-16 N 44"26'21" E 35.28' T-17 S 00'31'52" E 43.19' NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/fload plain 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. LOT No. AREA 00 LOT No. AREA 0 LOT 1 X = 3,741 S.F. LOT 16 = 30,679 S.F. LOT 1 = 15,231 S.F. LOT 17 = 44,524 S.F. LOT 2 = 16,191 S.F. LOT 18 = 42,030 S.F. LOT 3 = 14,130 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 11 = 57,902 S.F. LOT 27 = 20,201 S.F. LOT 12 = 33,397 S.F. LOT 28 = 14,692 S.F. LOT 13 = 23,313 S.F. LOT 29 = 15,384 S.F. LOT 14 = 24,397 S.F. LOT 29X = 7,943 S.F. LOT 15 = 26,510 S.F. X95, �9. $51 F 21 25' SEWER SANITARY EASEMENT VOL 95203, PG. 2898 D.R.D.Co.,T..,._ 100 YEAR FLOOD PLAIN ♦` 1 VOL.9,5203 Ry L. BASE D R D ' PG 289gMSNT SANITARY SEWER MANHOLE e Co,T , _ t SANITARY SEWER I MANHOLE SEWER SANITARY EASEMENT TO BE ABANDONED ABANDONED BY THiS PLAT :s I S 87'42'40" E''r. T 20' SEWER SANITARY 4.58' EASEMENT .. ..................... .. ��..�. .............. VOL. 93215, PG. 8992 j D.R.D.Co.,T. to I j .--Q A I 22 0,I 00 o I 090 �1 0 N 89'13'25" E 134.38' + ,� - 18.506 i S 01'15'15" E 29 9.54' - 16.052 AC. 1 X & 29X y - 0.268 23 I , t I R.O.W. NOTE: AC. R.O.W. DEDICATION ACCESS/MAINTENANCE EASEMENT TO iy COINCIDE WITH THE WESTERN BOUNDARY y OF THE EXISTING SANITARY SEWER 1 X n EASEMENT. t, , c ENHANCED PAVING (STAMPED CONCRETE r„ t nj t o� 1 R egisterert Professional I a nrl SurvPVr?r tJ n 1 897 �' WEST BETHEL ty 01 r� y (Dy 9' fo SCREENING WALL i . SANITARY SEWER 1 1� MANHOLE I lid, F �^- ' figSF �o ti � I t � 24 I ' I� 20' SEWER SANITARY ' EASEMENT M m CD VOL. 93215, PG. 8992 s D.R.D.Co.,T. ------ - I---------- 5' WALL MAINTENANCE o EASEMENT to ! SCREENING i o WALL i _-___3_____, 26.46" I 60.00' ' If T-5 I .1 f 29X00 N 89'25'09" E 210.13' PROPOSED BACK OF CURB '''" CV 112 grate inlet ❑ M:�gone1nkk�r�l11 I M 50.0' >R „LE 0' GENERAL TELEPHONE I EASEMENT I VOL. 70251, PG. 356 ....... D.R.D.Co.,T. I O ' WATER VALVE I I.P.F. DENTON TAP SCALE: 1 " = 30' TOTAL AREA - 18.506 AC. 29 LOTS - 16.052 AC. 1 X & 29X LOTS - 0.268 AC. STREET R.O.W. - 2.038 AC. R.O.W. DEDICATION - 0.147 AC. MIN. FF ELEVS. ( 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.) PD CONDITIONS: 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: A. DELETION OF ALLEYS 2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS. 3. �9�.0 - 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 1X AND LOT 29X. 7. FIVE FOOT (5') MAINTAINCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBLITY OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT. THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACCESS TO THE MAiNTANCE EASEMENT FOR REPAIRS 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. 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. 11. NO FENCE SHALL BE PERMITTED TO BE BUILT EAST OF THE SAITARY SEWER MANHOLES ON LOT 22, 12. SIDEYARD F NN S FOR LOTS 4, 6, 26, AND 27 SHALL BE LIMITED TO DECORATIVE METAL. CO 29 I. ,! a ur es W. B a rlle tt. a. R e g is to re d Pro fe s s io n a l Land S u ry e y v r. d a h e re b y c e rtify to Mira Mar Develo5men: Corporation, Citbank, NA and Chicago Title Insurance C o m pang tha : I h eve prepared th is plat from a n a r,t_ a I on the 5' WALL' MAINTENANCE ,��~' y 5' WALL MAINTENANCE EAS MENT K{ EAffMENT SiGHT SCREENING SIGHT (EASEMENT ' EASEMENT WALL ---- __ 1 X 29X ' `•.� PROPOSED CURB ENHANCED PAVING (STAMPED CONCRETE NA Y 2op R egisterert Professional I a nrl SurvPVr?r tJ n 1 897 P WEST BETHEL ROAD DETAIL AT WEST BETHEL -D AND KNIGHTS WAY SURVEYOR SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 SCALE: 1 " = 30' ENGINEER BENNETT ENGINEERING 203 N. JACKSON P.O. BOX 2077 WYLiE, TEXAS 75098 972-429-3993 FAX: 972-429-3963 LEGAL DESCRIPTION BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Goppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200600465947 at Deed {Records of Dallas County, Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 1f2 inch iron rod at the Southeast corner of said Alexander Tract, being located by deed in the South boundary line of said EDWARD A. CRO',tlt SURVEY, and said Paint of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-way at this paint) with the existing North right -Of -way line Of Bethel Road is 50 foot wide public right-of-way) and being the beginning Of a non -tangent curve t0 the left having a radius Of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds Vilest and chord length Of 36-85 feet; THENCE along said curve a distance of 36.85 feet to a point in the said North right -of -Way line and the South boundary line of said Alexander Tract; THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Greek; THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59 seconds West - 71.49 feet t0 a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point; North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East -17'5.66: feet to a paint; South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point-, North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a paint; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point: North 59 degrees 20 minutes 53 seconds East -186.60 feet to a paint: North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point; South 69 degrees 25 minutes 09 seconds East -134.66 feet to a point; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a paint; South 30 degrees 4.9 minutes 30 seconds East - 75.85 feet to a point.- South oint;South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denten Tap Road (a 120 foot wide right-of-way at this point); THENCE along the West right-of-way line of said Denton Tap Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a print, said point being 50.00 feet from the centerline of said Denton Tap Road; South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a paint; South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet ~Joest of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, containing 18.5036 acres or 806,128 square feet of land. 5 ,1 R v E Y 0 R C E R T IF IC A T I. ,! a ur es W. B a rlle tt. a. R e g is to re d Pro fe s s io n a l Land S u ry e y v r. d a h e re b y c e rtify to Mira Mar Develo5men: Corporation, Citbank, NA and Chicago Title Insurance C o m pang tha : I h eve prepared th is plat from a n a r,t_ a I on the ground surrey of the land; and the monuments shown hereon wore fount aidtar place under my personal supervision in accordance rri:h the platting rules a n c re 9uIatiors of the C ity o C Op Se 1. Texa s. JAY( ES 1'U BA.R TL ETT NA Y 2op R egisterert Professional I a nrl SurvPVr?r tJ n 1 897 P s' ' vis ed fo ZONING EXHIBIT/ DETAIL SITE PLAN BLOCK A, LOTS 1 -29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 309 2007 PD -2208 -SF -12 OWNER Sheet 2 Q f 2 MIRA MAR DEVELOPMENT CORP. 6003 SUNDERLAND DRIVE COLL9961-6698EXAS 76034 Sempco Surveying inc. FAX: 817-329-1792 3208 S. MAIN ST. FORT WORTH, TX 76110-42' =1 BIG CEDAR ADDITION VOL 92125, PG. 3455 D.R.D.CQ.,Tx. EDWARD A. CROW SURVEY GRAND COVE ESTATES ABSTRACT NO. 301 VOL. 94190, PG. 4358 10 11 D.R.D.Co.,Tx. 9 9 ........... 0000 71 GRAPEVINE CREED. ae I I 1 1 COUNTRY ESTATES 10 VOL. 92188, PG. 3639 .00/� 1 D.R.D.Co.,Tx. I#' 12 19 11 wo..-�� Opw.- I \v BASED LIMIT OF 100 YEAR FLOOD PLAN% J.W. THWEATT FLOOD STUDY BY VOL. 515, PG. HARRIS STREET um� NATHANON MAIER ENGINEERS D.R.D.Co.T. 76 ASPHALT -S volow low,, mmmm wm� mom Imom ,Now wx� Iftam ft -ft ft -ft 13 0000 000, BLOCK A 16 1 1 17 40e Ole 15 OD +86.77 LINE "A"= 0+00 LIN N C4 CONSTRUCT 4' DIA MAN 18 OD PLAN co BASED ON FLOOD STUDY BY to NATHAN MAIER ENGINEERS -'LIMIT OF 100 YEAR FLO 14 19 L) 20 00- 13 to 7' TYP IN, _1001� 4000' ?40 00' 45 I--- ss--- jF_1+91.18 LINE "A" CONSTRUCT 4DIA MANHOLE 10 7' TYP ft -- INSTALL: -6" VALVE PC 0+75.52 I FIRE HYDRANT°pft--ss 10+77.41 LINE "A" TYP INSTALL 8" WATER 1-8wx6" TEE 0) CONSTRUCT 4' DIA MANHOLE. 1-8" VALVE ss--_ ss ox U+ YU 4 4 0s 00 a 5 22 j z Ce 6 " INSTALL 8WATER . �0'INSTALL: \ ul 27 TYP ♦ PCC = 1+90.31 7' TYP PRC 79.96 1 -FIRE HYDRANT 1-6" VALVE 1-8"x6" TEE 3INSTALL: 1-8" VALVE 1 -FIRE HYDRANT 23 1-6" 0+00 LINE "A" CONNIE 2+34.121�11111 1-8"x6VALVE " TEE ITO EXISTING 4' MANH PRC 1-8" VALVE N 10 + V) 7' Y. 00 10 1 + : r. BLOCK A N, LL 2 Z I0.725 AC. STA 12+12.14 END & 28 INSTALL 8" rIFAW OUT(SURVEYE 7F 0+( 3_+_59.42 LINE "B" END & ICONSTRUCT 4' DIA. MANHOLE / �, \ \� 20' PROPOSED 8 PVC WATER 925 24 "MIRA MAR DEV. CORP. DOC. 200600465952 8 INSTALL: BLOCK A ENCHANCED PAVING 1 -FIRE HYDRANT D.R.D.Co.,Tx. 41� 7' TYP 1-6" VALVE INSTALL 8" WATER STAMPED CONCRETE PER 1-8"x6" TEE SANITARY SEWER 1 ENGINEERING DETAILS)1-8" VALVE C�w MANHOLE UNTELEPDERGROUND 41 HONE MARKER 29 UIF-4 TELEPHONE 90 ,60, VALT c6 26X E)asnNG E 222.76 npnccn Q,&nte n� TT TRIS Z_ 4 LIFT STATION - ss- ss-> S;- ss- ss- ss- ss- ss- ss- ss- _ssE=jss- ss- ss- ss- ss- ss,---*- ss -ss ss ------------- :v CONCRETE WALL ASPHALT ROAD CONCRETE BRIDGE I CONCRETE WALL EXISTING 16" WATER LINE THE RESERVE VOL.98249, PC, 23 D.R.D.Co.,Tx. DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. � INSTALL - 1 -16"x8" TAPPING SLEEVE & VALVE . . . . . . . . . . . SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D. R. D. Co., Tx. Z� ss- ss- ss- ss- ss- ss- ss- ss -ss ss -ss -ss -ss- ss ss- ss ss- ss ss- Ss,- ss- ss - IG 24- SEWERBETHEL ROAD to EXISTING 16* WATER LINE INSTALL: 1-16"x8" TAPPING SLEEVE & VALVE EXISTING 16" WATER LIN POWER POLE FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. 420.29' top 493.3 GRATE INLET ❑ _ss SEWER -LINE ROM 0 sr- 0.147 ACRE RIGHT-OF-WAY DEDICATION PER THIS PLAT LEGEND - CURVE TABLE @ SANITARY SEWER M.H. CURVE LOCATION LENGHT RADIUS DELTA TANGENT C1 LINE "A" 97.27' 200.00' 27*51'57" 49.62' C2 LINE "A' 96.73' 197.68' 28*02'07* 49.35' C3 LINE "A" 157.02' 291.19' 30*53'47" 80.47' C4 LINE "A" 51.24' 193.00' 15'12'41" 25.77' C5 LINE "A" 127.51' 793.00' 09*12'45' 63.89' C6 LINE "A" 95.51' 226.66' 24*0832" 48.47' C7 LINE "A" 42.53' 267.34' 09'06'56" 21.31' C8 LINE "A" 122.14' 706.82' 09*54'04* 61.22' C9 LINE "A" 34.56' 257.00' 07*42'15" 17.30' C10 LINE "A" 63.60' 307.00' 11'52'10" 31.91' C11 LINE "A" 24.59' 163.00' 08*38'36" 12.32' C12 LINE "A" 77.65' 200.00' 22'14'44" 39.32' C13 LINE "B" 114.79' 153.00' 42* 59'10" 60.25' C14 LINE "B" 43.81' 343.10' 1 07'18'58" 1 21.94' C15 LIN 125.29' 1 183.82' 1 39-03"12- 1 65.19' D.R.D.Co.,Tx. I#' 12 19 11 wo..-�� Opw.- I \v BASED LIMIT OF 100 YEAR FLOOD PLAN% J.W. THWEATT FLOOD STUDY BY VOL. 515, PG. HARRIS STREET um� NATHANON MAIER ENGINEERS D.R.D.Co.T. 76 ASPHALT -S volow low,, mmmm wm� mom Imom ,Now wx� Iftam ft -ft ft -ft 13 0000 000, BLOCK A 16 1 1 17 40e Ole 15 OD +86.77 LINE "A"= 0+00 LIN N C4 CONSTRUCT 4' DIA MAN 18 OD PLAN co BASED ON FLOOD STUDY BY to NATHAN MAIER ENGINEERS -'LIMIT OF 100 YEAR FLO 14 19 L) 20 00- 13 to 7' TYP IN, _1001� 4000' ?40 00' 45 I--- ss--- jF_1+91.18 LINE "A" CONSTRUCT 4DIA MANHOLE 10 7' TYP ft -- INSTALL: -6" VALVE PC 0+75.52 I FIRE HYDRANT°pft--ss 10+77.41 LINE "A" TYP INSTALL 8" WATER 1-8wx6" TEE 0) CONSTRUCT 4' DIA MANHOLE. 1-8" VALVE ss--_ ss ox U+ YU 4 4 0s 00 a 5 22 j z Ce 6 " INSTALL 8WATER . �0'INSTALL: \ ul 27 TYP ♦ PCC = 1+90.31 7' TYP PRC 79.96 1 -FIRE HYDRANT 1-6" VALVE 1-8"x6" TEE 3INSTALL: 1-8" VALVE 1 -FIRE HYDRANT 23 1-6" 0+00 LINE "A" CONNIE 2+34.121�11111 1-8"x6VALVE " TEE ITO EXISTING 4' MANH PRC 1-8" VALVE N 10 + V) 7' Y. 00 10 1 + : r. BLOCK A N, LL 2 Z I0.725 AC. STA 12+12.14 END & 28 INSTALL 8" rIFAW OUT(SURVEYE 7F 0+( 3_+_59.42 LINE "B" END & ICONSTRUCT 4' DIA. MANHOLE / �, \ \� 20' PROPOSED 8 PVC WATER 925 24 "MIRA MAR DEV. CORP. DOC. 200600465952 8 INSTALL: BLOCK A ENCHANCED PAVING 1 -FIRE HYDRANT D.R.D.Co.,Tx. 41� 7' TYP 1-6" VALVE INSTALL 8" WATER STAMPED CONCRETE PER 1-8"x6" TEE SANITARY SEWER 1 ENGINEERING DETAILS)1-8" VALVE C�w MANHOLE UNTELEPDERGROUND 41 HONE MARKER 29 UIF-4 TELEPHONE 90 ,60, VALT c6 26X E)asnNG E 222.76 npnccn Q,&nte n� TT TRIS Z_ 4 LIFT STATION - ss- ss-> S;- ss- ss- ss- ss- ss- ss- ss- _ssE=jss- ss- ss- ss- ss- ss,---*- ss -ss ss ------------- :v CONCRETE WALL ASPHALT ROAD CONCRETE BRIDGE I CONCRETE WALL EXISTING 16" WATER LINE THE RESERVE VOL.98249, PC, 23 D.R.D.Co.,Tx. DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. � INSTALL - 1 -16"x8" TAPPING SLEEVE & VALVE . . . . . . . . . . . SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D. R. D. Co., Tx. Z� ss- ss- ss- ss- ss- ss- ss- ss -ss ss -ss -ss -ss- ss ss- ss ss- ss ss- Ss,- ss- ss - IG 24- SEWERBETHEL ROAD to EXISTING 16* WATER LINE INSTALL: 1-16"x8" TAPPING SLEEVE & VALVE EXISTING 16" WATER LIN POWER POLE FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. 420.29' top 493.3 GRATE INLET ❑ _ss SEWER -LINE ROM 0 sr- 0.147 ACRE RIGHT-OF-WAY DEDICATION PER THIS PLAT ff ULTZIJ$31� INSTALL - 1 -16"x8" TAPPING SLEEVE & VALVE -m- Original Scale : 1 50 25 50 190 Graphic Scale in Feet 10' WNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D.R.D.Co.j. P.0 B. SAN!Ti!�.��WER SANITARY SEI MANHOLE WA TER & LEGEND - I.P.F IRON PIN FOUND @ SANITARY SEWER M.H. 203 JACKSON WATER VALVE Date: I Scale: FIRE HYDRANT APRIL 2007 1 H:1 "=50' POWER POLE -E-E- OVERHEAD ELECTRIC -ss-ss- EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE PROPOSED SANITARY E-4 SEWER LINE ff ULTZIJ$31� INSTALL - 1 -16"x8" TAPPING SLEEVE & VALVE -m- Original Scale : 1 50 25 50 190 Graphic Scale in Feet 10' WNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D.R.D.Co.j. P.0 B. SAN!Ti!�.��WER SANITARY SEI MANHOLE WA TER & SA) V/ TA R tv Si - Wf _R PLA N ALEXANDER COURT 18.806 ACES CITY OF COPPELL, DALLAS COUNTY, TEXAS TIM BENNE? ENGINEERING timbennett3@verizon.net 203 JACKSON STREET WYLIE, TEXAS (972)-429-3993 Date: I Scale: Design: I Drawn: I Project #: I Sheet #: APRIL 2007 1 H:1 "=50' TWB I EKK j- #07001 1 3 OF 11 U z E-4 60.0' 60.0' 1/2 1. P. F. 0 w z :3 Cn 10' GENERAL TELEPHONE ESMT VOL 70251, PG. 356 D.R.D.Co.j. ff ULTZIJ$31� INSTALL - 1 -16"x8" TAPPING SLEEVE & VALVE -m- Original Scale : 1 50 25 50 190 Graphic Scale in Feet 10' WNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D.R.D.Co.j. P.0 B. SAN!Ti!�.��WER SANITARY SEI MANHOLE WA TER & SA) V/ TA R tv Si - Wf _R PLA N ALEXANDER COURT 18.806 ACES CITY OF COPPELL, DALLAS COUNTY, TEXAS TIM BENNE? ENGINEERING timbennett3@verizon.net 203 JACKSON STREET WYLIE, TEXAS (972)-429-3993 Date: I Scale: Design: I Drawn: I Project #: I Sheet #: APRIL 2007 1 H:1 "=50' TWB I EKK j- #07001 1 3 OF 11 a t b 0 -C LL 0 CL U- r') n LL 0 CL —j ASPHALT EDWARD A. CROW SURVEY GRAND COVE ESTATES ..VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 10 1 11 COUNTRY ESTATES \VOL. 92188, PG. 3639 9 8.04' N 87-03'53" E 192.64! D.R.D.Co.,Tx. X .. ...... ............. 9 will 69. 184.60' 09 rod 1 1 e I I .'Ct GRAPEVINE CREEK 10 �p .. ----- Z06, It:& 12 z £� BLOCK/, ,,,,,,A - --- - - - - - - - - - - - JOSEPH C. THWEATT .84! Z/ ENTDEED 12 DEFINED TO 34-46 7.00 J.W. THWEATT N tp. VOL. 515, PG. 76 D.R.D.Co.T. Q) N - 48.29' bri '4O -------- - - N 74*07'14* E ,4.39' e� 6 lad N 0 - 0 1,- �\00, CA S 80"4827" E 15 1 (A N ro La p� 1490.01 j:,j I Q. SANITARY SEWER CL -t 100�? MANHOLE 1�^ 1 r6 rn �a I& -------- 16 10 1 le e 1 1 —1 Oi u% lz 14 0 30, 251 SEWER SANITARYI 6`4 12. EASEMENT I 1-8 77.33' VOL9520.3, PG. 28981 tp 5J.31 315. 6.R..... . 1 3\D.R.D.Co.,T. . ....... -77 —��92.01 ........ A� .0 CV 3 jR 0M. 2 1 0. > loe 'N SANITARY SEWER EASFMENT J 50 r. - -�- - I N vo SANITARY SEWER MANHOLE LLI TO BE ABANDONED BY THIS PLAT. 4, 85.77' 9 34. - L li'l-TI a 1$00,tMO YEAR "SIGHT EASEMENT � Ff-�,,D f CA Cq in IF) cr) Cqb 1 2- 0 QD ✓CAJ/ 7, SANITARY SEW�- 0 --,MANHOLE- 10, C3 u 39 z Z im -1k 'xil f \ 0"'� 0 - .11 I'll, I I "1 01.960 Lu. 71.- Lu cn HT < iv- - bi 5159-6 1 E ENT 40 6.3#s -0 C-- r —7 —4- 116 < Q9 co fT E '7:q 4- Q-11 o—V) �A b 47 961 7 22 _An. ,ALI I T-2 V3 I Original Scale 1" 50 0 Graphic Scale in Feet 2 , IY7 -,2.6 • vo N 89035'03" E 115'15* E ...... NOTE: 15 r0'0 '4 S 0 CV Cvr 9.54' -? /�! I.P.F. ACCESS/ MAINTENANCE EASEMENT TO °� \ 0 C1 ` 2�� 4 f ems.: v? ...°' V'i'+• ,tri I` , ., ..,. {f1r + '."•••.. V" ifs COINCIDE WITH THE WESTERN BOUNDARY QD $5 tA 0 C4 OF THE EXISTING SANITARY SEWER EASEMENT. & A, 0 (SEE SHEET 2 FOR DETAILS) 1?0 23 (.:,;1 7 !eo. 0) 0 S 85*0)1'04,- N t35 55-06, d 0/ �0500017 E to-,- � \m \1 20' SEiE kNITARY cn 52- \-.I \ / `, 0 Ct N EASEMENT OD ...... 11.65 VOL. 93215, PG. 89q11<--1 N� D.R.D.Co.,T. 1TELEPHONE MANHOLE W _X If I Z \1 w 1. P -Sol- N, 23! E-4 O�K 2 .0 N,c4 N 50.0 �o 593';3g+ 00 CID r IIIW 00 C*q LO 0 av� 156-081 01 16" 1�4' I 17104' t " E 4 1v" N q 84-42'29 "Llio 00 9 N 89 28 E 0.725 AC. I , )* V. �& /01 6 - I ".h .. w 0 U4 0, 0 0 0 SANITAi/f W C11 0) 0 - C14 MAN OLE 1 IV: b C1 NA qE C I (SURVEYED) OLE 5' MrE X lot g I � V EASEMENT' .11 MIRA MAR DEV. CORP. Co- 11� 10' GENERAL TELEPHONE 40D Cd -t. 0 to 31 EASEMENT DOC. 200600465952 T-6 106 T--:7 \ 00 VOL 70251, PG. 356 C� MAINTEN�ANCE 29' 00, D. R. D. Co., Tx. 5 -Aw".z I bd� -0'- ... I .............. ENT -1 1- * \ EASEM 8ZHT' C; 26.46 D.R.D.Co.j. 0.0D 4f) T-10 (0.3r -9 WATER 1 SIG T VALVE I T-13 EASEMENT 00 �N-/ E MENT If T742- T-11 T-14 16 B.L ai --2i5O' /P4 - GROUND 14L15t. 3- 29X 15' B.L. 210,13 06ER -v, -'7 - - - - - - -TELEPHONE T,\ %f77 7 f 19. 26.55 MARKER T . 091 90.w .ol LIFT STATION Ix grat �0�110 0- 200.58'- MPH A k -,,�Op PoOoB. ss— sq�— w— ss— 23— ss- ss- 39-88-92 ss— ss,-- a- T— ss�— id—�, S- SG�29'11 1 ",� W 628.32 VA( LTMARKER •ss—ss— j- 7: w— m3— SANITARY SEWER 1, 24 I.P.F. 39— 95P.— .-- - - 1 - ss— ss— MANHOLE \SANITARY SEikEi ANI Y CONCRETE WALL vi IUNDEZROUN`C� SANITARY SEWER MANHOLE . .... TELEPHONE MANHOLE WPqT PVTTjPT A T) MANHOLE % ASPHALT ROAD CONCRETE BRIDGE MARKER I COPOWER POLE ❑INLET NCRETE WAI I th WATER PROPOSED BACOF CURB VALVES CONCRETE ENHANCED PAVING 0A SANITARY SEWER I THE RESERVE VOL.98249, PG. 23 D.R.D.Co.,Tx. ff DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. J.H. SIMMONS SURVEY A— 1296 SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D.R.D. Co., Tx. 0.147 ACRE RIGHT-OF-WAY ENGINEERING DETAILS)MPED CONCRETE PER MANHOLE DEDICATION PER THIS PLAT PRELIMINARY PLAT FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. BLOCK A, LOTS 1 —29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 309 2007 SHEET 1 of 2 Copyright 2006 r 7D RAY 2DU 14 ReVised V-1 P&Z LEGEND - I.P.F IRON PIN FOUND SANITARY SEWER Y.H. WATER VALVE 161 FIRE HYDRANT I& POWER POLE —E—E— OVERHEAD ELEC7RIC —SS—SS— SANITARY SEWER LINE Original Scale 1" 50 0 Graphic Scale in Feet 2 , IY7 -,2.6 • vo N 89035'03" E 115'15* E ...... NOTE: 15 r0'0 '4 S 0 CV Cvr 9.54' -? /�! I.P.F. ACCESS/ MAINTENANCE EASEMENT TO °� \ 0 C1 ` 2�� 4 f ems.: v? ...°' V'i'+• ,tri I` , ., ..,. {f1r + '."•••.. V" ifs COINCIDE WITH THE WESTERN BOUNDARY QD $5 tA 0 C4 OF THE EXISTING SANITARY SEWER EASEMENT. & A, 0 (SEE SHEET 2 FOR DETAILS) 1?0 23 (.:,;1 7 !eo. 0) 0 S 85*0)1'04,- N t35 55-06, d 0/ �0500017 E to-,- � \m \1 20' SEiE kNITARY cn 52- \-.I \ / `, 0 Ct N EASEMENT OD ...... 11.65 VOL. 93215, PG. 89q11<--1 N� D.R.D.Co.,T. 1TELEPHONE MANHOLE W _X If I Z \1 w 1. P -Sol- N, 23! E-4 O�K 2 .0 N,c4 N 50.0 �o 593';3g+ 00 CID r IIIW 00 C*q LO 0 av� 156-081 01 16" 1�4' I 17104' t " E 4 1v" N q 84-42'29 "Llio 00 9 N 89 28 E 0.725 AC. I , )* V. �& /01 6 - I ".h .. w 0 U4 0, 0 0 0 SANITAi/f W C11 0) 0 - C14 MAN OLE 1 IV: b C1 NA qE C I (SURVEYED) OLE 5' MrE X lot g I � V EASEMENT' .11 MIRA MAR DEV. CORP. Co- 11� 10' GENERAL TELEPHONE 40D Cd -t. 0 to 31 EASEMENT DOC. 200600465952 T-6 106 T--:7 \ 00 VOL 70251, PG. 356 C� MAINTEN�ANCE 29' 00, D. R. D. Co., Tx. 5 -Aw".z I bd� -0'- ... I .............. ENT -1 1- * \ EASEM 8ZHT' C; 26.46 D.R.D.Co.j. 0.0D 4f) T-10 (0.3r -9 WATER 1 SIG T VALVE I T-13 EASEMENT 00 �N-/ E MENT If T742- T-11 T-14 16 B.L ai --2i5O' /P4 - GROUND 14L15t. 3- 29X 15' B.L. 210,13 06ER -v, -'7 - - - - - - -TELEPHONE T,\ %f77 7 f 19. 26.55 MARKER T . 091 90.w .ol LIFT STATION Ix grat �0�110 0- 200.58'- MPH A k -,,�Op PoOoB. ss— sq�— w— ss— 23— ss- ss- 39-88-92 ss— ss,-- a- T— ss�— id—�, S- SG�29'11 1 ",� W 628.32 VA( LTMARKER •ss—ss— j- 7: w— m3— SANITARY SEWER 1, 24 I.P.F. 39— 95P.— .-- - - 1 - ss— ss— MANHOLE \SANITARY SEikEi ANI Y CONCRETE WALL vi IUNDEZROUN`C� SANITARY SEWER MANHOLE . .... TELEPHONE MANHOLE WPqT PVTTjPT A T) MANHOLE % ASPHALT ROAD CONCRETE BRIDGE MARKER I COPOWER POLE ❑INLET NCRETE WAI I th WATER PROPOSED BACOF CURB VALVES CONCRETE ENHANCED PAVING 0A SANITARY SEWER I THE RESERVE VOL.98249, PG. 23 D.R.D.Co.,Tx. ff DALLAS COUNTY VOL. 91251, PG. 5059 D.R.D.Co.,Tx. J.H. SIMMONS SURVEY A— 1296 SUMMIT AT THE SPRINGS VOL. 97023, PG. 3493 D.R.D. Co., Tx. 0.147 ACRE RIGHT-OF-WAY ENGINEERING DETAILS)MPED CONCRETE PER MANHOLE DEDICATION PER THIS PLAT PRELIMINARY PLAT FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T. BLOCK A, LOTS 1 —29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 309 2007 SHEET 1 of 2 Copyright 2006 r 7D RAY 2DU 14 ReVised V-1 P&Z CURVE DATA VICINITY -MAP NOT TO SCALE CURVE DELTA RADUIS Bi' El 13 BER BERBER LENGTH OAK Z: Z BROOK 0 SITE SIT ul LOCATION OC� VICINITY -MAP NOT TO SCALE CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 41'46'05' 275' 104.92' 200.47' N 46*24'23"E 196.04' CV 2 15'12'41" 175' 23.37' 46.46' N74*53'46"E T-4 46.32' CV 3 9*12'45" 775' 62.44' 124.61' N 87*06'29"E 124.48' CV 4 36*1556" 200' 65.50' 126.59' S 70'09'10"E 124.49' CV 5 9*27'07" 725' 59.94' 119.60' S 56*44'56"E 119.47' CV 6 221'54'14" 275' 55.72' 109.95' S 71`08'42"E 109.21' CV 7 8*08'56" 275' 19.59' 39.11' S 73*04'24"E 39.08' CV 8 19*30'02" 175' 30-07' 59.06' N 09*20'33" E 59.27' CV 9 41 *3455" 200' 75.94' 145.15' N 01 °41'54"W 141.98' CV 10 07*19'05" 325' 20.78' 41.51' N 18'49'19"W 41.48' CV 11 43'03'54" 135' 53.27' 101.47' N 06*21'41 "E 99.10' CV 12 1'50'33" 1145.92' 18.43' 36.84' N 89'371'16"W 36.85' NOTE: The City of Coppell will not have responsibility for maintenance of the f loodway/f load plain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owners adjacenf 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 TANGENT TABLE AREA No. LOT Bearing AREA Dist. T-1 S 89*20'30' W 10.23' T-2 S 03*07'29" E 9.03' T-3 S 03*07'29" W 20.97' T-4 S 44'26'21" IN 37.66' T-5 S 00*34'51 " E 3.00' T-6 S 00*35'01 " E 3.00' T-7 N 00*35'12" W 3.00' T-8 S 05*02'57" E 3.00' T-9 N 02*10'47" W 3.00' T-10 N 00*30'49" W 3.00' T-11 N 00*30'42" W 3.00' T-12 N 00*30'42" W 3.00' T-13 S 00*30'49" E 3.00' T-14 N 00*30'49" W 3.00' T-15 N 00*30'49" W 7.00' T-16 N 44"26'21" E 35.28 T-17 S 00*31'52" E 43.19' NOTE: The City of Coppell will not have responsibility for maintenance of the f loodway/f load plain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owners adjacenf 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 0; D.R.D.Coj. b 0 LOT No. AREA 0) 0 LOT 1 X = 3,741 S.F. LOT 16 = 30,679 S.F. LOT 1 = 15,231 S.F. LOT 17 = 44,524 S. F. LOT 2 = 16,191 S.F. LOT 18 = 42,030 S.F. LOT 3 = 14,130 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 11 = 57,902 S.F. LOT 27 = 20,201 S.F. LOT 12 = 33,397 S.F. LOT 28 = 14,692 S.F. LOT 13 = 23,313 S.F. LOT 29 = 15,384 S.F. LOT 14 = 24,397 S.F. LOT 29X = 7,943 S.F. LOT 15 = 26,510 S.F. 110 %P "9. 1W54 21 ?o. 25' SEWER SANITARY EASEMENT VOL 95203, PG. 2898 D.R.D.Co.j. ._ 100 YEAR FLOOD PLAIN It 8 ............ . ........... Z W 2 W U VOL 93215, PG. 8992 9)1 D 0 SCALE: 1" = 30' 0; D.R.D.Coj. b 0 AREA - 18.506 AC. 6 0) 0 - 16.052 AC. co 1 LOTS 2 00 En 22 co -4) 0) - 0.147 AC. EASEMENT WALL 01 01 01 /_01 to i �04 .. ............ .................... ..... . 11 N 89*13'25" E 134.38' 1, V - 0) 0 60.0' ..... . .......................... f S 01*15'15* E --,I U-) SEWER SANITARY SEWER SANITARY If) MANHOLE HA LL_ 1 20' SEWER SANITARY R ! to 01 COINCIDE WITH THE WESTERN BOUNDARY 0' 0, sck ? 2 2 SE� A/V/TAPv SA/v/r4,,, CA. ROAD V VOL. 95203 PC. OF THE EXISTING SANITARY SEWER DRD , 2 -r 898 LS -Co., 'a SANITARY SEWER �IrER MANHOLE MAN 0 W 01 L SEWER SANITARY EASEMENT TO BE ABANDONED BY THIS PLAT T1 t 0:1i S 87*42'40" Ei� 4.58' TELEPHONE MANHOLE 04g 0 Z W 2 W U VOL 93215, PG. 8992 9)1 D 0 SCALE: 1" = 30' 0; D.R.D.Coj. b 0 AREA - 18.506 AC. 6 0) 0 - 16.052 AC. co 1 LOTS 2 00 En 22 0 -4) 0) - 0.147 AC. EASEMENT WALL 01 01 01 to i �04 .. ............ .................... ..... . 11 N 89*13'25" E 134.38' 1, V - .... . ....... 60.0' ..... . .......................... f S 01*15'15* E --,I 9.54' 11 It SCALE: 1" = 30' /2- LPJ AREA - 18.506 AC. 29 23 SCREENING WALL - 16.052 AC. 1X & 29X LOTS - 0.268 AC. 01 <1 R.O.W. - 2.038 AC. 00 - 0.147 AC. EASEMENT WALL E 01 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.) 00 ix U-) LL_ 1 20' SEWER SANITARY R ! NOTE: ACCESS/MAINTENANCE EASEMENT TO LLJ Z COINCIDE WITH THE WESTERN BOUNDARY �WEST CA. ROAD OF THE EXISTING SANITARY SEWER LS EASEMENT. Z0 rn I Ui 0 W 01 0. TELEPHONE MANHOLE SANITARY SEWER I MANHOLE I I It Ilr I.P.F. E-4 '97 W 2 50.0, . . .................................................. r, -14 ' 1 39. 9S��FNT � bl- 0 ` IN, "P Cn 010) EASEMENT n (R 04 VOL. 93215, PG. 8992 D.R.D.Co.,T . ....... . ....................... . 4 .......... ... ...1 . . 10' GENERAL TELEPHONE EASE MENT SCREENING 0 SNI VOL. 70251, PG. 356 WALL 5' MAINTENANCE 0 D.R.D.Co.j. EASEMENT ..) .......... r ------------ I ------ --- 4-----J 26.46' 1 �� (.. 60.00' T-5 29X WATER N 89*25'09" E 210.13' I VALVE PROPOSED BACK OF CURB CV ;12 grate Inlet 1771 TELEP ..�4-UNDERGHONEIMND MARKER SANMRY SEWER T' BETHEL ROAD ANHOLE EASEMENT DETAIL ALONG DENTON TAP, �/ SCALE: 1" = 30' TOTAL AREA - 18.506 AC. 29 LOTS - 16.052 AC. 1X & 29X LOTS - 0.268 AC. 24 R.O.W. - 2.038 AC. 00 - 0.147 AC. EASEMENT WALL E o 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.) 00 ix U-) (n 20' SEWER SANITARY R ! X 010) EASEMENT n (R 04 VOL. 93215, PG. 8992 D.R.D.Co.,T . ....... . ....................... . 4 .......... ... ...1 . . 10' GENERAL TELEPHONE EASE MENT SCREENING 0 SNI VOL. 70251, PG. 356 WALL 5' MAINTENANCE 0 D.R.D.Co.j. EASEMENT ..) .......... r ------------ I ------ --- 4-----J 26.46' 1 �� (.. 60.00' T-5 29X WATER N 89*25'09" E 210.13' I VALVE PROPOSED BACK OF CURB CV ;12 grate Inlet 1771 TELEP ..�4-UNDERGHONEIMND MARKER SANMRY SEWER T' BETHEL ROAD ANHOLE EASEMENT DETAIL ALONG DENTON TAP, Q3, �/ SCALE: 1" = 30' TOTAL AREA - 18.506 AC. 29 LOTS - 16.052 AC. 1X & 29X LOTS - 0.268 AC. STREET R.O.W. - 2.038 AC. R.O.W. DEDICATION - 0.147 AC. EASEMENT WALL MIN. FF ELEVS. 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.) Q3, �/ 2 9 / C) ' 5WALL! MAINTENANCE WAL 5' / L MAINTENANCE EASJMENT EAISEMENT SIGHT : SCREENING SIGHT i IEASEMENT EASEMENT WALL 4- Z ix 29X PROPOSED CURB E5 0ENHANCED PAVING (STAMPED CONCRETE) �WEST BETHEL ROAD DETAIL AT WEST BETHEL RD. AND KNIGHTS WAY SCALE: 1 30' SURVEYOR ENGINEER SEMPCO SURVEYING, INC. BENNETT ENGINEERING 3208 SOUTH MAIN STREET 203 N. JACKSON FT. WORTH, TEXAS 76110 P.O. BOX 2077 817-926-7876 WY972-429-3993IETEXAS 75098 FAX: 817-926-7878 FAX: 972-429-3963 LEGAL DESCRIPTION BEING 18.5D6 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W, ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Development Corporation, by deed recorded in Document Number 200600465947 at Deed Records of Dallas County. Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 112 inch iron rod at the Southeast corner of said Alexander Tract, being located by deed in the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Beginning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-way at this point) with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-of-way) and being the beginning of a non -tangent curve to the left having a radius of 1145-92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.85 feet-, THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract, THENCE along the said North right-of-way line of Bethel Road and the South boundary line of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Greek: THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds West - 228,62 feet to a point; North 48 degrees 20 minutes 52 seconds West - 126,81 feet to a point-, North 16 degrees 19 minutes 59 seconds West - 71-49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point-, North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point; South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point-, North 74 degrees 07 minutes 14 seconds East - 48,28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point: North 59 degrees 20 minutes 53 seconds East - 186.60 feet to a point, North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point; South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point... 75.85 feet to a point - South 30 degrees, 49 minute, 30 seconds East South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide right-of-way at this point); THENCE along the West right-of-way line of said Denton Tap Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point: South 06 degrees 22 minutes 08 seconds East - 100-50 feet to a point, said point being 50.00 feet from the centerline of said Denton Tap Road; South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to a point; South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, containing 18.506 acres or 806,128 square feet of land. C19 pViseC/ PRELIMINARY PLAT C251-1 cqaxwt&�x BLOCK A, LOTS 1®29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS MAY 309 2007 PD -2208 -SF -12 OWNER MIRA MAR DEVELOPMENT CORP. Sheet 2 of 2 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 Sem pco Surveying Inc. 817-996-6698 FAX: 817-329-1792 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 TEL -(817)926-7876 FAX: (817)926-7878 Copyright 2006 1 GPS-SURWlNG-MAPPING-RMNING-CONSULTANTS Project No. 8371 z r'- I:JW!I0111►1[e`j/!I0,1 grAgiflo IT "N. ; :' € « t PLANT NAME SIZE REMARKS QTY. TREES CEDAR ELM 4" CAL., CONT., FULL, SINGLE TRUNK, MATCHED, WELL BRANCHED, 16 ULMUS CRASSIFOLIA 12'-14' HT. BRANCHED AT T HT., 65 GAL. MIN. SHRUBS INDIAN HAWTHORNE 3 GAL., 3� FIELD RAPHIOLEPSIS INDICA IS" -20" HT. MIN. SPACED, 0.26 PLANTS/SF VERIFY RED YUCCA 3 GAL., q FIELD HESPERALOE PARVIFLORA 16"-24" HT, MIN. SPACED, 0.15 PLANTS/SF VERIFY z r'- I:JW!I0111►1[e`j/!I0,1 grAgiflo IT "N. ; :' € « t PLANT NAME SIZE REMARKS QTY. TREES CEDAR ELM 4" CAL., CONT., FULL, SINGLE TRUNK, MATCHED, WELL BRANCHED, 16 ULMUS CRASSIFOLIA 12'-14' HT. BRANCHED AT T HT., 65 GAL. MIN. SHRUBS INDIAN HAWTHORNE 3 GAL., FULL TO BASE, HEAVILY ROOTED, 24" O.C. TRIANGULAR FIELD RAPHIOLEPSIS INDICA IS" -20" HT. MIN. SPACED, 0.26 PLANTS/SF VERIFY RED YUCCA 3 GAL., FULL TO BASE, HEAVILY ROOTED, 30" O.C. TRIANGULAR FIELD HESPERALOE PARVIFLORA 16"-24" HT, MIN. SPACED, 0.15 PLANTS/SF VERIFY GROUNDCOVERS, PERENNIALS, FERN AND ORNAMENTAL GRASSES MAIDEN GRASS 3 GAL. FULL, HEAVILY ROOTED, 30" O.C. TRIANGULAR SPACED, 0.18 FIELD MISCANTHUS SINENSIS 'GRACILLIMUS' PLANTS/SF VERIFY HAMELIN FOUNTAIN GRASS 3 GAL, FULL, HEAVILY ROOTED, 24" O.C. TRIANGULAR SPACED, 0.25 FIELD PENNISETUM ALOPECURIODES 'HAMELIN' PLANTS/SF VERIFY WEEPING LOVEGRASS I GAL. FULL, HEAVILY ROOTED, IS" D.C. TRIANGULAR SPACED, 0.50 FIELD ERAGROSTIS CURVULA PLANST/SF VERIFY BIG BLUE LIRIOPE 4" POT FULL, HEAVILY ROOTED, 10" O.C. TRIANGULAR SPACED, 1.66 FIELD LIRIOPE MUSCARI '51G BLUE' PLANTS/SF VERIFY SEASONAL COLOR 4" POT FULL, HEAVILY ROOTED, 10" O.G. TRIANGULAR SPACED, 1.66 FIELD TO BE SELECTED BY LANDSCAPE ARCH. PLANTS/SF VERIFY PER TIME OF INSTALLATION CY ` w n ;.. MISCELLANEOUS LAWN BERMUDAGGRASS SOLID SOD VERIFY { CU. YD, ALUMINUM EDGING HEAVY DUTY 3116" x 3.5", COLOR — MILL FINISH, REFER TO SPEC, SECTION VERIFY 5 12) 02950. LIN. FT, MULCH 21, DEPTH COARSELY SHREDDED HARDWOOD MULCH, REFER TO VERIFY SPEC. SECTION 02950 cu. YD. COMPOST 2" DEPTH OR ORGANIC — WELL DECOMPOSED, REFER TO SPEC. SECTION VERIFY AS SPECIFIED 02950 CU. YD. kw T-3 lE � PLANT LEGEND. � �� wrikrW STm= ( 0 ) AT PL��TIiI� BEDS, TYPICAL U0< EXISTING TREES TO a r s REMAIN. REFER TO TREE REMOVAL PLANS AND NOTES, TR -01 77;7rCHLIN P Ol PLANTING PLAN CEDAR ELM MISCANTHUS INDIAN HAWTHORNE RED YUCCA FOUNTAIN GRASS LOVEGRASS SEASONAL COLOR LAWN flmmg�tmf 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 PHONE COMPANY TO PLANT TREES ALONG DENTON TAP ROAD ON TOP OF THEIR EXISTING EASEMENT PRIOR TO INSTALLATION. GENERAL CONSTRUCTION NOTES 1. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS PART OF THE WORK SMALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, 2. THE CONTRACTOR SHALL BE REQUIRED, AT ALL TIMES, DURING THE CONSTRUCTION TO PROVIDE WARNING SIGNS, BARRICADES, AND OVER SAFETY DEVICES (INCLUDING TEMPORARY SAFETY FENCING AROUND THE JOB SITE) IN ORDER TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL ALL OF THE WORK HAS KEEN COMPLETED AND ACCEPTED. 3. THE CONTACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, INCLUDING THE FRANCHISE UTILITIES, AND UNDERGROUND STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE CONTACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO THESE EXISTING UTILITIES OR STRUCTURES CAUSED BY HIS FORCES AND SHALL REPAIR ANY' DAMAGE TO THEM CAUSED DURING THIS WORK, AT NO EXPENSE TO THE OWNER. REPAIR SMALL BE WITH IN—KIND MATERIALS AND MUST BE APPROVED BY OWNER'S REP. 4. THE CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF ALL EXISTING FACILITIES IN AND AROUND THE PROJECT AREA TO INCLUDE TREES, PLANTINGS, SMELTERS, CONCRETE PAVING, 5ENCHE5, SIGNS AND OTHER FACILITIES. THE CONTRACTOR 15 RE5PON5I5LE FOR REPAIR OF ANY ITEMS DAMAGED BY HIS FORCES AT NO EXPENSE TO THE OWNER. REPAIR SHALL BE WITH IN—KIND MATERIALS AND MUST BES APPROVED BY OWNER'S REP. 5. THE CONTRACTOR SMALL PROVIDE WARNING SIGNS AND BARRICADES AT LOCATIONS WHERE EXISTING SIDEWALK(S) HAVE BEEN REMOVED OR DAMAGED. 6. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING TOPSOIL FOR CONSTRUCTION. T THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE AROUND AND DIRECTING DRAINAGE AWAY FROM THE BUILDING OR TOWARDS AREA DRAINS AS INDICATED ON THE CIVIL DRAWINGS. MAINTENANCE NOTES 1. THE HDA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING AT ALL COMMON AREAS. 2. ALL LANDSCAPING SMALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHEP, SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. 3. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS 15 APPROPRIATE FOR THE SEASON OF THE YEAR. 4. ALL PLAINT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION! AS IS APPROPRIATE FOR THE SEASON OF THE YEAR, PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE. NOT FOR CONSTRUCTION PLAN PREPARED BY: TRICIA AMADOR WOLIVER, ASLA LANDSCAPE ARCHITECT, TX LIC, *2225 6825 STUDEBAKER DRIVE MCKINNEY. TEXAS 15011 46S.134.619>4 DIRECT 512.562.8861 FAX OWNER: MIRA MAR 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 16034 8I7 -329-I192 PRELIMINARY PLAT ALEXANDER COURT BLOCK A, LOTS 1-29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 16 18.211 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS omti BLOCK A., LOTS 1-29 Landscape C45I n xr�N x CY ` w n ;.. ........M p`�,.d...�3'•.ir^' 2 R, `mm..0 { F rr )r 5 12) 00 n, 01 .h . qq 55Gv£%...1 `moi c �`? �v" UJ? PLANT LEGEND. � �� wrikrW STm= ( 0 ) AT PL��TIiI� BEDS, TYPICAL U0< EXISTING TREES TO a r s REMAIN. REFER TO TREE REMOVAL PLANS AND NOTES, TR -01 77;7rCHLIN P Ol PLANTING PLAN CEDAR ELM MISCANTHUS INDIAN HAWTHORNE RED YUCCA FOUNTAIN GRASS LOVEGRASS SEASONAL COLOR LAWN flmmg�tmf 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 PHONE COMPANY TO PLANT TREES ALONG DENTON TAP ROAD ON TOP OF THEIR EXISTING EASEMENT PRIOR TO INSTALLATION. GENERAL CONSTRUCTION NOTES 1. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS PART OF THE WORK SMALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, 2. THE CONTRACTOR SHALL BE REQUIRED, AT ALL TIMES, DURING THE CONSTRUCTION TO PROVIDE WARNING SIGNS, BARRICADES, AND OVER SAFETY DEVICES (INCLUDING TEMPORARY SAFETY FENCING AROUND THE JOB SITE) IN ORDER TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL ALL OF THE WORK HAS KEEN COMPLETED AND ACCEPTED. 3. THE CONTACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, INCLUDING THE FRANCHISE UTILITIES, AND UNDERGROUND STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE CONTACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO THESE EXISTING UTILITIES OR STRUCTURES CAUSED BY HIS FORCES AND SHALL REPAIR ANY' DAMAGE TO THEM CAUSED DURING THIS WORK, AT NO EXPENSE TO THE OWNER. REPAIR SMALL BE WITH IN—KIND MATERIALS AND MUST BE APPROVED BY OWNER'S REP. 4. THE CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF ALL EXISTING FACILITIES IN AND AROUND THE PROJECT AREA TO INCLUDE TREES, PLANTINGS, SMELTERS, CONCRETE PAVING, 5ENCHE5, SIGNS AND OTHER FACILITIES. THE CONTRACTOR 15 RE5PON5I5LE FOR REPAIR OF ANY ITEMS DAMAGED BY HIS FORCES AT NO EXPENSE TO THE OWNER. REPAIR SHALL BE WITH IN—KIND MATERIALS AND MUST BES APPROVED BY OWNER'S REP. 5. THE CONTRACTOR SMALL PROVIDE WARNING SIGNS AND BARRICADES AT LOCATIONS WHERE EXISTING SIDEWALK(S) HAVE BEEN REMOVED OR DAMAGED. 6. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING TOPSOIL FOR CONSTRUCTION. T THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE AROUND AND DIRECTING DRAINAGE AWAY FROM THE BUILDING OR TOWARDS AREA DRAINS AS INDICATED ON THE CIVIL DRAWINGS. MAINTENANCE NOTES 1. THE HDA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING AT ALL COMMON AREAS. 2. ALL LANDSCAPING SMALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHEP, SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. 3. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS 15 APPROPRIATE FOR THE SEASON OF THE YEAR. 4. ALL PLAINT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION! AS IS APPROPRIATE FOR THE SEASON OF THE YEAR, PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE. NOT FOR CONSTRUCTION PLAN PREPARED BY: TRICIA AMADOR WOLIVER, ASLA LANDSCAPE ARCHITECT, TX LIC, *2225 6825 STUDEBAKER DRIVE MCKINNEY. TEXAS 15011 46S.134.619>4 DIRECT 512.562.8861 FAX OWNER: MIRA MAR 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 16034 8I7 -329-I192 PRELIMINARY PLAT ALEXANDER COURT BLOCK A, LOTS 1-29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 16 18.211 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS omti BLOCK A., LOTS 1-29 Landscape C45I CY ` 9 Q0 p`�,.d...�3'•.ir^' PLANT LEGEND. � �� wrikrW STm= ( 0 ) AT PL��TIiI� BEDS, TYPICAL U0< EXISTING TREES TO a r s REMAIN. REFER TO TREE REMOVAL PLANS AND NOTES, TR -01 77;7rCHLIN P Ol PLANTING PLAN CEDAR ELM MISCANTHUS INDIAN HAWTHORNE RED YUCCA FOUNTAIN GRASS LOVEGRASS SEASONAL COLOR LAWN flmmg�tmf 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 PHONE COMPANY TO PLANT TREES ALONG DENTON TAP ROAD ON TOP OF THEIR EXISTING EASEMENT PRIOR TO INSTALLATION. GENERAL CONSTRUCTION NOTES 1. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS PART OF THE WORK SMALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, 2. THE CONTRACTOR SHALL BE REQUIRED, AT ALL TIMES, DURING THE CONSTRUCTION TO PROVIDE WARNING SIGNS, BARRICADES, AND OVER SAFETY DEVICES (INCLUDING TEMPORARY SAFETY FENCING AROUND THE JOB SITE) IN ORDER TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL ALL OF THE WORK HAS KEEN COMPLETED AND ACCEPTED. 3. THE CONTACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, INCLUDING THE FRANCHISE UTILITIES, AND UNDERGROUND STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE CONTACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO THESE EXISTING UTILITIES OR STRUCTURES CAUSED BY HIS FORCES AND SHALL REPAIR ANY' DAMAGE TO THEM CAUSED DURING THIS WORK, AT NO EXPENSE TO THE OWNER. REPAIR SMALL BE WITH IN—KIND MATERIALS AND MUST BE APPROVED BY OWNER'S REP. 4. THE CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF ALL EXISTING FACILITIES IN AND AROUND THE PROJECT AREA TO INCLUDE TREES, PLANTINGS, SMELTERS, CONCRETE PAVING, 5ENCHE5, SIGNS AND OTHER FACILITIES. THE CONTRACTOR 15 RE5PON5I5LE FOR REPAIR OF ANY ITEMS DAMAGED BY HIS FORCES AT NO EXPENSE TO THE OWNER. REPAIR SHALL BE WITH IN—KIND MATERIALS AND MUST BES APPROVED BY OWNER'S REP. 5. THE CONTRACTOR SMALL PROVIDE WARNING SIGNS AND BARRICADES AT LOCATIONS WHERE EXISTING SIDEWALK(S) HAVE BEEN REMOVED OR DAMAGED. 6. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING TOPSOIL FOR CONSTRUCTION. T THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE AROUND AND DIRECTING DRAINAGE AWAY FROM THE BUILDING OR TOWARDS AREA DRAINS AS INDICATED ON THE CIVIL DRAWINGS. MAINTENANCE NOTES 1. THE HDA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING AT ALL COMMON AREAS. 2. ALL LANDSCAPING SMALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHEP, SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. 3. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS 15 APPROPRIATE FOR THE SEASON OF THE YEAR. 4. ALL PLAINT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION! AS IS APPROPRIATE FOR THE SEASON OF THE YEAR, PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE. NOT FOR CONSTRUCTION PLAN PREPARED BY: TRICIA AMADOR WOLIVER, ASLA LANDSCAPE ARCHITECT, TX LIC, *2225 6825 STUDEBAKER DRIVE MCKINNEY. TEXAS 15011 46S.134.619>4 DIRECT 512.562.8861 FAX OWNER: MIRA MAR 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 16034 8I7 -329-I192 PRELIMINARY PLAT ALEXANDER COURT BLOCK A, LOTS 1-29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 16 18.211 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS omti BLOCK A., LOTS 1-29 Landscape C45I PLANTING NOTES 1. ALL AREAS SHALL BE IRRIGATED 1-31'' AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM PROVIDING 10096 COVERAGE. IRRIGATION DESIGN BY OTHERS. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR IS RESPONSIBLE FOR ADVISING THE OWNER OF ANY CONDITION FOUND ON THE SITE WHICH PROH115ITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 4. LANDSCAPE AREAS SHOULD BE KEPT FREE OF TRASH, LITTER 4 WEEDS AT ALL TIMES DURING CONSTRUCTION. 5, CONTRACTOR IS RESPONSIBLE FOR FINE GRADING, REMOVAL OF MISCELLANEOUS DEBRIS AND ANY ADDITIONAL FILL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING 1N ALL BED AREAS. } TREE - REF. PLANTING PLAN CROWN OF ROOT $ALL TO BE N ABOVE FINISH GRADE, REMOVE 112 TOP OF BURLAP AND CUT ALL WIRE STRAPS, EXPOSE FLARE 2" THICK COARSELY SHREDDED HARD— WOOD BARK MULCH OVER 2" LAYER ORGANIC COMPOST, TAPER TO FLARE OF TREE TRUNK (KEEP EXPOSED), COVER TOP OF TREE STAKING FRAME 6. ALL QUANTITIES ON THIS PLAN ARE FOR INFORMATION ONLY. PLANT SPACING fr IS AS INDICATED ON 'PLANT SCHEDULE' UNLESS OTHERWISE NOTED. IT IS THE�..r,.�;�ff� CONTRACTOR'S RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL ^'*s"�'v'*,3 r^�•°:/��'�r'�"yv�.��,.>��`.F4��,:/w^.�,�',�' ' f,,�.�„s",.''�b,,,^..�.'�,.`,�`.,Er,�,n:.°�-.J'✓'.,av *6;;��.;'v` PLANTING AREAS AT SPACING SPECIFIED IN THE 'PLANT SCHEDULE' PLANTING MEDIA. IA. REMARKS REGARDLESS OF QUANTITY INDICATED. :':� 50% NATIVE TOPSOIL WITH 50% COMPOST 1. CONTRACTOR SHALL MEET OR EXCEED ALL MINIMUM SIZES LISTED IN 'PLANT SCHEDULE' INCLUDING CONTAINER SIZE. 8. TREES, SHRUB, GROUNDCOVER AND PERENNIAL BED LAYOUTS SHALL BE STAKED FOR APPROVAL BY OWNER PRIOR TO EXCAVATION. ALIGN ,AND EQUALLY SPACE IN ,ALL DIRECTIONS ,ALL SHRUBS, GROUNDCOVER AND PERENNIALS AS NOTED IN THE DRAWINGS. 9. UNLESS OTHERWISE INDICATED, ALL SHRUB, PERENNIAL .AND GROUNDCOVER BEDS SHALL BE TOPDRESSED WITH A TWO (2") INCH COMPOST LAYER COVERED WITH A TWO (2") INCH MULCH LAYER 10. PROVIDE ALUMINUM EDGING AS INDICATED ON THESE DRAWINGS, 11. ,ALL EXISTING PLANT MATERIAL INCLUDING TREES SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT MATERIAL OF LIKE VARIETY AND SIZE IF DAMAGED, DESTROYED OR REMOVED OTHER THAN AS INDICATED ON THE DRAWINGS. 12. FINISH GRADE OF PLANTING BEDS SHALL BE (3") BELOW ADJACENT CURB, PAVEMENT OR HEADER. IN AREAS WHERE (2") COMPOST AND (2") MULCH IS TO BE APPLIED FINISH SOIL GRADES SHALL BE (3 112") BELOW ADJACENT CURB, OR PAVEMENT, MULCH SURFACE SHALL BE (1/2") BELOW. 13. CONTRACTOR SHALL REMOVE .ALL WEEDS WITH MINIMAL TWO TREATMENTS OF HERBICIDE PRIOR TO INSTALLATION OF FILTER FABRIC FOR AGGREGATE AREAS. 14. REFER TO THIS SHEET FOR PLANTING DETAILS 4 SHEET LP -01 FOR PLANTING SCHEDULE. EXCAVATED NATIVE TOPSOIL w� T `:«ROOBALL T �\ �T�Tr>E r s fi fi t��/fs fi` fi'T�:' sr SCARIFY THE EDGE OF THE } TREE PLANTING PIT (TYP?) µ zgg. sa,.v.:`•`�..FS—# } 3;zt xx t } a� , ti s , E z. INSPECTION TUBE — �4" DIA. w ? #�k# #E E ;#i b#�} CUT 1" ABOVE FINISH GRADE .�,E £ sJJ... { _ � � 2 "v •5 F i } F ; f . �� .`.,t � �'�i45" a•,iT?y.#�" i;f 7:.;:�.,� .�. `i� T?iw#�? ,�. a35 '�} � z��5�< �n'.i°�#�wE.,.?i .-»..��`#f3 <v.E:�w #�� Yi IT }� i3 GAP U IT H 4' DIADRAIN GRATE �£ f G01ER� }"..#r,M4" DIA. SUBSURFACE DRAIN AT LOW SIDE OF TREE PLANTING IN PARKING LOT — REP CIVIL DRAIN PLAN t PROFILE DRAWINGS TREE PLANTING AT PLANTER - SECTION T NOTE: FORM SAUCER WITH 2 INCH HIGH BERM AROUNDTREE FOR INITIAL WATERING ,AND ESTABLISHMENT. REMOVE THE BERM AFTER I YEAR IRRIGATION N ES PROFILE DRAWINGS EXCAVATE TREE PIT 2 X'S DIAMETER OF ROOT BALL (TYP.) TREE — REF. PLANTING PLAN 1. LAN.I3SCAPE PLAN THE IRRIGATION CONTRACTOR 15 OBLIGATED TO REFER TO THE LANDSCAPEPLAN FOR LOCATIONS OF HEADS RELATIVE TO THE PROPOSED -----CROWN OF ROOT BALL TO 13E PLANTING PLAN. CONTACT THE OWNER'S REPRESENTATIVE FOR 112 TOP OF 5FINURLAP�AND CUT REMOVE CLARIFICATION. ALL WIRE STRAPS, EXPOSE FLARE 2. INSTALL LINES AND HEADS IN LANDSCAPE AREAS NO CLOSER THAN THREE 2" COMPOST TOPPED W/ 2" MULCH INCHES TO CURB OR PAVEMENT. LAVER SY 3 FT. DIA. AT TREES IN LAWN AREAS 3. LAYOUT LAYOUT SHRUB SPRAY NOZZLES TO PROVIDE 1001' COVERAGE (HEAD TO # � rir r TREE WELL AT EDGE HEADS IN THE SHRUB, GROUNDCOVER AND PERENNIAL AREAS WITHOUT ;w.�m t TaTT. /��FtN15#-1 GRADE .` t"z*'i",3T+,+:p OVERSPRAY ONTO PAVEMENTS. AVOID CONFLICTS WITH PROPOSED PLANT :::::::::.:....................... —TILL SOIL TO 12" DEPTH MATERIAL, PAVING, STRUCTURES AND UTILITY LINES. :::...:.:.: '':::::::::::::::::::::::::: •.. ::::::: WITHIN 10 RADIUS OF TREE ' `.`°''"' . .`.,, ."✓ s' wy''��_ '0.'"4x2y r 1,y'% .,� , y�. ;� f s^"^.at�1*fir FJ, \,'fyF. ...., 4. PROVIDE A ZONED SYSTEM WITH TREES, SHRUBS AND LAWN ON SEPARATEfrT VALVES. FOR SHRUBS WITHIN PLANTER BEDS. INSTALL RAIN AND FREEZET°"` SENSORS AT THE CONTROLLER LOCATION, 1F NOT PREVIOUSLY EXISTING.! f ,w, T4 T rt.f£ ,�5 Tf `Tf , fi' SCARIFY THE EDGE OF THE ` T T �` TREE PLANTING PIT (TYP.) COORDINATE LOCATION OF SENSORS WITH OWNER'S REPRESENTATIVE. THE LAWN AREA SHALL BE WATERED WITH SPRAT' OR ROTARY HEADS.f,' y `ETT ,� r y ROOT BALL �`. T~T mTA k``.,°fr3`.',^, fia".;•\C�,s o,T S. PROVIDE QUICK COUPLERS AT 100' ON CENTER ALONG MAINLINE WITH A .r, , fi,? f`T` «`r fi r . r / T "{ r PLANTING MEDIA COMPACTED TfifiaT x''Tfi xh k fi' T fi `.. IN S" LIFTS BALL VALVE PROCEEDING THE QUICK COUPLER FOR SHUT OFF. LOCATE` 4,; T "� ' { `� INSPECTION TU13E - � DIA. CUT QU/I��CjK� COUPLERS � ADJACENT TO PAVEMENT AREAS FOR MAINTENANCE WASH fstT rtf } f 3fi rte' `E%fig% « DOWN OF SURFACES, ``'` � T ` , .>>• .< ... Tom. «v. 3 fi 1„ ,ABOVEFINISH GRADE CAP ,. . fi > WITH 4" DIA. DRAIN GRATE COVER 6. GENERAL NOTES 4" DIA. SUBSURFACE DRAIN AT LOW NO IRRIGATION HEAD OR VALVE SHALL BE WITHIN THREE (3) FEET OF A SIDE OF TREE PLANTING IN PARKING WATER UTILITY. NO SPRINKLER HEAD OR IRRIGATION LINE SHALL BE LOT - REF. CIVIL DRAIN PLAN 4 INSTALLED WITHIN ONE FOOT SIX INCHES (1'-6 ") FROM SERVICE DRIVE PAVEMENT. THE MAIN LINE SHALL BE THREE (3) FEET BACK OF CURB (EXCEPT FOR MAJOR INTERSECTIONS) OVERSPRAY ON SIDEWALKS WITHIN THE RIGHT OF WAY IS PROHIBITED, TYPICAL TREE PLANTING AT LAWN SECTION NTS SHRUB, PERENNIAL OR GROUNDCOVER - REF. PLAN FOR TYPE AND LOCATION FINISH GRADE i % v 2" COMPOST TOPPED W/ 2 rr r4f�^" �^,, 4r�.\r",�'.f"4„ � � 4 "\,.�."� / �"v� �,.�./m� ;>i, .e..`.fi✓'�.�` fi>w".�'✓`�,"./`sV`�rz MULCH LAYER ER PLANTING MEDIA - REP. SPEC. SECTION 02950 w Q... .... �"._ NTS AS NOTED • AS NOTED EXISTING SUBGRADE SHRUB - REP. PLAN FOR TYPE $ SPACING GROUNDCOVER - REF. PLANS 2" COMPOST TOPPED W/ 2" MULCH LAYER 3116" X 4" STEEL EDGING FINISH GRADE AGGREGATE PLANTING MEDIA EXISTING SOIL ANT LOCATION �tr LOCATION (TYP.) �0 �,--T�- 112 SPACING s NOTE: Sf'ACMCs DIAGRAM REFERS PAVING TO ALL PLANTING UNLESS NOTED OTHERWISE, EpCsE/CURB "� TRIANGULAR SPACING -PLAN 1' l NOT FOR CONSTRUCTION BLOCK jLOTS 1-2 ed WE Landscape Notes! Detai Is City of I i i- Dallas County, r ' 1 M SEMPCO SURVEYING, INC. SOUTH3208 WORTH, 817-926 — 7876 817-926-7878 i D - \\\ 5- AV -4 �- -\\T ENGINEER TIM BENNETT ENGINEERING 203 JACKSON STREET WYLIE, TEXAS 972--429--3993 FAX: 972--42P-3963 no � LEx� ivvE2 C/TYOFCOPPELL, DALLAS L/A/TY, TEXAS OWNER MIRA MAR DEVELOPMENT CORP. 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 817--329--1792 FAX: 817--329-1792 PLANTATION i SPANISH MOSS VAS 4 BEgB R KAYE CL COOPER OAK ZI COZBYZ BROOK to 0 BROOKS w Q W SITE DILLARD _ LOCATION 000,Q r B E T H E L LOCATION MAP NOTTO SCALE � 0 VA A If -., 1--j IV, SHEET INDEX APPROVED FOR GENERAL GONFOR- THE GENERAt APPRIOVAt DOES NOT RELIEVE THE OWNER, ENGINEER OR CONTRACTOR FRO[vi C0111jr-LYING WITH ALL sPECIFIC REQUIREMENTS OF THE CjTf OF CoppELL SUBDIVISION OR- w`o91-11 7/k OATE 01 -hut 60py DATE SHEET NO DESCRIPTION 1 COVER SHEET 2 FINAL PLAT 2A FINAL PLAT 3 DRAINAGE AREA MAP 4 PAVING PLAN AND PROFILE-- OLYMPIA LANE 5 PAVING & PLAN AND PROFILE-- KNIGHTS WAY 6 STORM SEWER PLAN & PROFILES 7 WATER & SANITARY SEWER PLAN 8 SANITARY SEWER PROFILES 9 LOT GRADING PLAN 10 EROSION CONTROL PLAN 1 10 1' Ld V) A ,y z C'% 0 00 lb 0 V_ t ry I m EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 10 ► COUNTRY ESTATES \VOL. 92188, PG. 3639..\ 8.04' N 1 87-03'53" E 1192-64� .... ........................ D.R.D.Co.jx. .......... 9 rod I 184.6V I GRAHNINE CREEK 4-1661 10 U<, Dc % 12 BLOCK A 13,9•7.9 ! b I -49!11 1E 4 77 JOSEPH C. THWEATT %P ESTATE 12 _1 DEFINED IN DEED TO 7 r .00 J. W. THWEATT �i Cv IN "P - i)-'�o VOL. 515, PG. 76 .0 10 17 4? k 1� 100 Year Floodplaln._. D.R.D.Co. T. 48.29' -bb� 't,-- -----rol 0S 80*48'27" E54.39 N 74"07'14" E t 15 0 IV) I Z)k t 1490.71 19 46.18* V%� -q rn 4 .......... ....... 20 51-31 77.33 1490 .01 2 'P 'e'q 1 LANE .0. r .......... 25� SEWER SANITARY CACCkA17MT j — r0N. _�� 1/ 19 1 Li < 'V&,. "1 1, 1� I VOL.�jz)zu')' zovo I SANITARY SEWER EASEMENT D.R.D.Co.j. Ljj TO BE ABANDONED BY THIS PLAT. 85.77' 30 0 1 . _Qj# 4V ti 't < . z 0 - CN (0 z CO. C) ca n i-- Lj 6 0 I - 'F < (D 6 D_ 0 0 SIGHT % .4.) EASEMENT ......... Cb10 01 IV U) A CA (A 30"qk. C4 z Ld SIGH .25.$3'" 20.47' 25.38' w 0 A 9 a w 0 25- 63 0. 15 96 1613. Cd 9 " *4 40 61.96* 4 SI 5 S 87�tZ�81W E':' OD IN, w 0) (0 wE .jI r 81401 0 01 T-2 59-97 Z63* 134.15' 03 ............... 2 N 89*,35'03" E 1p 0 1 ( i IT Original Scale 1 50 4. Graphic Scale in Feet 41 $ 01a15 ....... ou.0 ...... NOTE: C14 (A 9D % '15" K .... j ...... -�2T: 0 IT 9 ' I? _4 I." w /2- I.P.F. ACCESS/ MAINTENANCE EASEMENT TO T-3 - 30, An COINCIDE WITH THE WESTERN BOUNDARY 3o. OF THE EXISTING SANITARY SEWER EASEMENT. U� %s. \ 135-06' *40 135-23' IN j?'. :a to 0 '50'07" E 01 IN N 86 85*07'04" E 3 ". t �' 0 0 -11.65' ry 2 co 2 rn U) 0 0 1 �=4 n 0 1/2 to I 00 0 q P F _j 0 40 tv 2 40. N ' 61�01. . - 50.0' 1�0 i; � "I n w 7 0 . 6 to 7 *11 00 4 oo 153.31' Sk, KA V) 0_" 04 0 04 173.0,V N 88"1 NOV' E 00 Y 0.725 AC. 01 00 I N 89#28*37" E 00 '*V& %9 40 no ► (SURVEYED) 01 25 V_ Cv 24 C'.1 > u) '0 0) 0: MIRA MAR DEV. CORP. 5' MAINTENANCE 0 1 U) -u Co Vb.. -4 EASEMENT ► DOC. 200600465952 6 ta 0) 0 2- SANITARY D. R. D. C o., Tx. 10 le�. 5' MAINTENANCE co 100 T--:7 T-6 TI -5 0 29 EASEMENT 30.W EASEMENT SIGHT b 26. VOL, 93215, PG. 8992 60.00# q) SIG T 0 T-9 AOL/ EASEMENT 'H -1 83.0' D.R.D.Co.,T, T-14 - T-1332' T-12 T-11 EAS MENT .4 19.30' 66.0 d i_L \21.69/ t j5: P-_ . 3! 141.15' 28.51Y 15' B.L. %K 29X T,15 .1 00 06 1 .. - - - - - - 4 i -, - - - - - - - - - - - - - - - - - - --- N 89-25-09" E 210.13' T 7- -JIM ar ZK 71 11 '��jj am z go. 1 390.09 60. 76 Existing R.O.W. - 200.58 �1417 Ix 49.95 50. 35 P.O.B. 102.91' 1/2- I.P.F. S l39°29'11"W 525.41' 3E S 8927'28* W 420.29' CV 12 1/2" I.P.F. WEST BEVEL ROAD 0.147 ACRE -WAY DEDICATION PRIGHT-0ER THIS PLAT FINAL PLAT THE RESERVE SUMMIT AT THE SPRINGS 1-4 FIRST BAPTIST CHURCH OF COPPELL CZ) J.H. SIMMONS SURVEY VOL. 98249, PG. 23 VOL. 97023, PG. 3493 VOL. 95167, PG, 5885 D.R.D.Co. T. D. R. D. C o., Tx. DALLAS COUNTY A— 1296 D-R.D.Cojx. VOL. 91251, PG. 5059 BLOCK A, LOTS 1 —29 D.R.D.Cojx. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 SURVEYOR ENGINEER OWNER 18.506 ACRES OF LAND PD-220R—SF-12 SEMPCO SURVEYING, INC. BENNETT ENGINEERING MIRA MAR DEV. CORP. 3208 SOUTH MAIN STREET 203 N. JACKSON CITY OF COPPELL, DALLAS COUNTY, TEXAS FT. WORTH, TEXAS 76110 P.O. BOX 2077 6003 SUNDERLAND DRIVE 817-926-7876 WYLIE, TEXAS 75098 COLLEYVILLE, TEXAS 76034 AUGUST 07, 2007 Sempco Surveyin FAX: 817-926-7878 972-429-3993 817-996-6698 3208 S. MAIN ST. FORT FAX: 972-429-3963 FAX: 817-329-1792 SHEET 1 of 2 TEL: (817)926-7876 I Copyright 2006 GPS—StJRWMG—MAPPING-4WNING-CONSULTANTS LEGEND — I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE FIRE HYDRANT POWER POLE _E—E— OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE ( i IT Original Scale 1 50 4. Graphic Scale in Feet 41 $ 01a15 ....... ou.0 ...... NOTE: C14 (A 9D % '15" K .... j ...... -�2T: 0 IT 9 ' I? _4 I." w /2- I.P.F. ACCESS/ MAINTENANCE EASEMENT TO T-3 - 30, An COINCIDE WITH THE WESTERN BOUNDARY 3o. OF THE EXISTING SANITARY SEWER EASEMENT. U� %s. \ 135-06' *40 135-23' IN j?'. :a to 0 '50'07" E 01 IN N 86 85*07'04" E 3 ". t �' 0 0 -11.65' ry 2 co 2 rn U) 0 0 1 �=4 n 0 1/2 to I 00 0 q P F _j 0 40 tv 2 40. N ' 61�01. . - 50.0' 1�0 i; � "I n w 7 0 . 6 to 7 *11 00 4 oo 153.31' Sk, KA V) 0_" 04 0 04 173.0,V N 88"1 NOV' E 00 Y 0.725 AC. 01 00 I N 89#28*37" E 00 '*V& %9 40 no ► (SURVEYED) 01 25 V_ Cv 24 C'.1 > u) '0 0) 0: MIRA MAR DEV. CORP. 5' MAINTENANCE 0 1 U) -u Co Vb.. -4 EASEMENT ► DOC. 200600465952 6 ta 0) 0 2- SANITARY D. R. D. C o., Tx. 10 le�. 5' MAINTENANCE co 100 T--:7 T-6 TI -5 0 29 EASEMENT 30.W EASEMENT SIGHT b 26. VOL, 93215, PG. 8992 60.00# q) SIG T 0 T-9 AOL/ EASEMENT 'H -1 83.0' D.R.D.Co.,T, T-14 - T-1332' T-12 T-11 EAS MENT .4 19.30' 66.0 d i_L \21.69/ t j5: P-_ . 3! 141.15' 28.51Y 15' B.L. %K 29X T,15 .1 00 06 1 .. - - - - - - 4 i -, - - - - - - - - - - - - - - - - - - --- N 89-25-09" E 210.13' T 7- -JIM ar ZK 71 11 '��jj am z go. 1 390.09 60. 76 Existing R.O.W. - 200.58 �1417 Ix 49.95 50. 35 P.O.B. 102.91' 1/2- I.P.F. S l39°29'11"W 525.41' 3E S 8927'28* W 420.29' CV 12 1/2" I.P.F. WEST BEVEL ROAD 0.147 ACRE -WAY DEDICATION PRIGHT-0ER THIS PLAT FINAL PLAT THE RESERVE SUMMIT AT THE SPRINGS 1-4 FIRST BAPTIST CHURCH OF COPPELL CZ) J.H. SIMMONS SURVEY VOL. 98249, PG. 23 VOL. 97023, PG. 3493 VOL. 95167, PG, 5885 D.R.D.Co. T. D. R. D. C o., Tx. DALLAS COUNTY A— 1296 D-R.D.Cojx. VOL. 91251, PG. 5059 BLOCK A, LOTS 1 —29 D.R.D.Cojx. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 SURVEYOR ENGINEER OWNER 18.506 ACRES OF LAND PD-220R—SF-12 SEMPCO SURVEYING, INC. BENNETT ENGINEERING MIRA MAR DEV. CORP. 3208 SOUTH MAIN STREET 203 N. JACKSON CITY OF COPPELL, DALLAS COUNTY, TEXAS FT. WORTH, TEXAS 76110 P.O. BOX 2077 6003 SUNDERLAND DRIVE 817-926-7876 WYLIE, TEXAS 75098 COLLEYVILLE, TEXAS 76034 AUGUST 07, 2007 Sempco Surveyin FAX: 817-926-7878 972-429-3993 817-996-6698 3208 S. MAIN ST. FORT FAX: 972-429-3963 FAX: 817-329-1792 SHEET 1 of 2 TEL: (817)926-7876 I Copyright 2006 GPS—StJRWMG—MAPPING-4WNING-CONSULTANTS VICINITY MAP NOT TO SCALE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 41 *46'05' 275' 104.92' 200,47' N 46*24'23"E 196,04' CV 2 15*12'41 175' 23,37' 46.46' N74*53'46"E S.F. 46,32' CV 3 9012'45" 775' 62.44' 124.61' N 87*06'29"E 124.48' CV 4 36*15'56" 200' 65.50' 126.59' S 70*09'10"E 124.49' CV 5 9*27'07" 725' 59.94' 119.60' S 56*44'56"E 119.47' CV 6 221054'14" 275' 55.72' 109.95' S 71'08'42"E 109.21' CV 7 8'08'56" 275' 19.59' 39.11' S 73*04'24"E 39.08' CV 8 19'30'02" 175' 30.07' 59.06' N 09*20'33" E 59.27' CV 9 41'34P55" 200' 75.94' 145.15' N 01'41'54"W 141.98' CV 10 07*19'05" 325' 20.78' 41.51' N 18*49'19"W 41.48' CV 11 43'03'54" 135' 53.27' 101.47' N 06"21'41 "E 99.10, CV 12 1'50'33" 1145.92' 18.43' 36.84' N 89°37'16"W 36.85' CV 13 27*06'47" 295' 71.13' 139.60' S 70°08'41 "E 138.30' CV 14 89053'39" 25' 24.95 39.22' S 44*3222"W 35.32' CV 15 90*11'25" 25' 25.08' 39,35' S 45'25'07"E 35.41' LOT No. AREA LOT No. AREA Bearing LOT I X = 3,741 S.F. LOT 16 = 30,679 S.F. LOT I = 15,231 S.F. LOT 17 = 44,524 S.F. LOT 2 = 15,381 S.F. LOT 18 = 42,030 S.F. LOT 3 = 14,640 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 11 = 57,902 S.F. LOT 27 = 20,213 S.F. LOT 12 = 33,397 S.F. LOT 28 = 14,447 S.F. LOT 13 = 23,313 S. F. LOT 29 = 16,137 S. F. LOT 14 = 24,397 S.F. LOT 29X 7,943 S.F. LOT 15 = 26,510 S.F. PD CONDITIONS: 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: A. DELETION OF ALLEYS 2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS. 3. MIN, FF ELEVS. 'N " LLV�' 62. ==VO -V 00 YR. FLOOD ELEV. .:E::l (:)0 YR. FLOOD 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 100 YEAR FLOODPLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILED UNTIL THE 100 YEAR FLOODPLAIN LINE IS APPROVAL BY FEMA AS PRESCRIBED HEREIN. 5. LOT IX 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 1X AND LOT 29X. 7, FIVE FOOT (5') MAINTENANCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT. THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACCESS TO THE MAINTENANCE EASEMENT FOR REPAIRS 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 20' FEET. 9. FRONT YARD SETBACKS SHALL VARY FROM 25' TO 40'. 10. THIS PROPERTY SHALL BE DEVELOPED IN ACCORDANCE WITH THE SF -12 DISTRICT REGULATIONS, EXCEPT AS HEREIN REVISED. 11. NO FENCE SHALL BE PERMITTED TO BE BUILT EAST OF THE SAINTARY SEWER MANHOLES ON LOT 22. 12. SIDEYARD FENCES FOR LOTS 4, 6, 26, AND 27 SHALL BE LIMITED TO DECORATIVE METAL. Floodplain Development Permit Application bio. ------------------ has been filed with the City of Coppell Floodplain Administrator on --------------- - ------- 2007 - - ------ - ----- - - - ------- --- ------ Floodplain Administrator,_____-.,,,,,..,.,..,____,...__-_- 2007." The developer, builder, seller, or agent shall Inform In writing, each prospective buyer of subdivision lots or property located within special flood hazard areas of this site that such property is in an identified flood hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Management Ordinance. The written notice shall be filed for record in the county Deed of Records and a copy of the notice must accompany the application for development permit. OWNERS CERTIFICATE and DEDICATION STATE OF TEXAS COUNTY OF DALLAS WHEREAS, MIRA MAR IDEV. CORP. is the owner of a tract of land situated in the Edward A. Crow Survey, Abstract No. 301 and the J.W. Anderson Survey, Abstract No. 18, in the City of Coppell, Dallas County, Texas and being more particularly described as follows: BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Day. Corp., by deed recorded in Document Number 2M600465947 at Deed Records of Dallas County, Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 112 inch Iron rod at the Southeast corner of said Alexander Tract, being located by deed In the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Nninning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-vmy at this point) with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-cf-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.65 feet; THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said North right-of-way line of Bethel Road and the South boundary fine of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 525.41 feet to an iron pin found; South 89 degrees 29 minutes 11 seconds West -102.91 feet to the centerline of Grapevine Creek; THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds West - 228,62 feet to a point; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to point, North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point:, South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; North 74 degrees 07 minutes 14 seconds East - 46.28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point: North 59 degrees 20 minutes 53 seconds East - 166.60 feet to a point; North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point: South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide rig ht -of -way at this pol nt); THENCE along the West right-of-way line of said Denton Top Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a point. said point being 50.00 feet from the centerline of said Denton Tap Road: South 00 degrees 38 minutes 02 seconds East - 108.14 foot along a line 50 foot West of and parallel to the contarlino of said Denton Tap Road to a point; South 00 degrees 31 minutes 52 seconds East - 4319 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, oontaining 18.506 acres or 806,128 square feet of land. OMM- *:Pp NOW THEREroRE, KNOW ALL MEN BY THESE PRESENT: THAT, MIRA MAR DEV. CORP., does hereby adopt this plot designating the hereinabove described property as Alexander Court, an addition to the City of Coppell, Texas and does hereby dedicate to the public use forever, the streets, alleys and easements shown hereon. The easements shown hereon are hereby reserved for the purpose as indicated, Lots I X and 29X, Block A are hereby dedicated to the Homeowners Association for maintenance purposes. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and a=cmmodation of all public utilities desiring to use or using same. All and any p6blic utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the uUtility Easements" and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said "Utility Easements" for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing from all or parts of its respective system without the necessity at any time of procuring the permission of anyone. Witness my hand at Coppell, Texas this the day of I A.D., 2007. MIRA MAR DEV. CORP, John Hawkins, President STATE OF TEXAS COUNTY OF DALLAS Before me, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, Given under my hand and seal of office, this the day of , A.D., 2007. NOTE: TANGENT TABLE No. Bearing Dist, T-1 S 89'20'30 W 10.23' T-2 S 03*07'29" E 9.03, T-3 S 03'07'29" W 20.97' T-4 S 44'26'21" W 37,66' T-5 S 00'34'51" E 3.00, T-6 S 00°35'01" E 3.00, T-7 N 00*35'12" W 3.00' T-8 S 05*02'57" E 3.00' T-9 N 02*10'47" W 3.00' T-10 N 00*30'49" W 3.00, T-11 N 00*30'42" W 3.00, T-12 N 00*30'42" W 3.00, T-13 S 00'3049" E 3.00' T-14 N 00*30'49" W 3.00' T-15 N 00'30'49" W 7.00' T-16 N 44°26'21" E 35.28' T-17 S 00*31'52" E 43.19' T-18 N 00'24'28" W 24.91' Floodplain Development Permit Application bio. ------------------ has been filed with the City of Coppell Floodplain Administrator on --------------- - ------- 2007 - - ------ - ----- - - - ------- --- ------ Floodplain Administrator,_____-.,,,,,..,.,..,____,...__-_- 2007." The developer, builder, seller, or agent shall Inform In writing, each prospective buyer of subdivision lots or property located within special flood hazard areas of this site that such property is in an identified flood hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Management Ordinance. The written notice shall be filed for record in the county Deed of Records and a copy of the notice must accompany the application for development permit. OWNERS CERTIFICATE and DEDICATION STATE OF TEXAS COUNTY OF DALLAS WHEREAS, MIRA MAR IDEV. CORP. is the owner of a tract of land situated in the Edward A. Crow Survey, Abstract No. 301 and the J.W. Anderson Survey, Abstract No. 18, in the City of Coppell, Dallas County, Texas and being more particularly described as follows: BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Day. Corp., by deed recorded in Document Number 2M600465947 at Deed Records of Dallas County, Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 112 inch Iron rod at the Southeast corner of said Alexander Tract, being located by deed In the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Nninning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-vmy at this point) with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-cf-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.65 feet; THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said North right-of-way line of Bethel Road and the South boundary fine of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 525.41 feet to an iron pin found; South 89 degrees 29 minutes 11 seconds West -102.91 feet to the centerline of Grapevine Creek; THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds West - 228,62 feet to a point; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to point, North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point:, South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; North 74 degrees 07 minutes 14 seconds East - 46.28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point: North 59 degrees 20 minutes 53 seconds East - 166.60 feet to a point; North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point: South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide rig ht -of -way at this pol nt); THENCE along the West right-of-way line of said Denton Top Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a point. said point being 50.00 feet from the centerline of said Denton Tap Road: South 00 degrees 38 minutes 02 seconds East - 108.14 foot along a line 50 foot West of and parallel to the contarlino of said Denton Tap Road to a point; South 00 degrees 31 minutes 52 seconds East - 4319 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, oontaining 18.506 acres or 806,128 square feet of land. OMM- *:Pp NOW THEREroRE, KNOW ALL MEN BY THESE PRESENT: THAT, MIRA MAR DEV. CORP., does hereby adopt this plot designating the hereinabove described property as Alexander Court, an addition to the City of Coppell, Texas and does hereby dedicate to the public use forever, the streets, alleys and easements shown hereon. The easements shown hereon are hereby reserved for the purpose as indicated, Lots I X and 29X, Block A are hereby dedicated to the Homeowners Association for maintenance purposes. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and a=cmmodation of all public utilities desiring to use or using same. All and any p6blic utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the uUtility Easements" and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said "Utility Easements" for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing from all or parts of its respective system without the necessity at any time of procuring the permission of anyone. Witness my hand at Coppell, Texas this the day of I A.D., 2007. MIRA MAR DEV. CORP, John Hawkins, President STATE OF TEXAS COUNTY OF DALLAS Before me, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, Given under my hand and seal of office, this the day of , A.D., 2007. NOTE: The City of Coppell will not have responsibility for maintenance of the floodwo floodplain area as shown hereon. The maintenance for these be the TOTAL AREA - 18.506 AC. areas sZ11 sole responsibility of the Individual lot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct 29 LOTS - 16.058 AC. the flow of storm water andfooted from potential erosion by the owners. No fences will be allowed in A010 floodplain or any other structures (pools, decks, 1 X & 29X LOTS -- 0.268 AC. gazebos, etc.) per the City's Floodplain Ordinance. STREET R.O.W. - 2.033 AC. R.O.W. DEDICATION - 0.147 AC. Notary Public in and for the State of Texas SURVEYOR SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 ENGINEER BENNETT ENGINEERING 203 N. JACKSON P.O. BOX 2077 Wy E, TEXAS 75098 97Y 29-3993 FAX: 972-429-3963 OWNER MIRA MAR DEV. CORP. 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 817-996-6698 FAX: 817-329-1792 STATE OF TEXAS COUNTY OF DALLAS KNOW ALL MEN BY THESE PRESENTS: That 1, James W. Bartlett, do hereby certify that I prepared this plat from an actual and accurate survey of the land; That the comer monuments shown were properly placed under my personal supervision in accordance moth the platting rules and regulations of the City of Coppell, Texas. Diol I 10 111 WAL91 a 17-114 BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared James W. Bartlett, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein "pressed. Given under my hand and seal of ofte, this the day of , A.D., 2007. Notary Public in and for the State of Texas •11111111111111111 10 a ,Chairman, Planning and Zoning Commission Date City of Coppell, Texas Approved and Accepted: Mayor Date City of Coppell, Texas The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing final plat of the subdivision or addition to the City of Coppell was submitted to the City Council on the day of -; 2007, and the council, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and tipan said plat, and said Council further authorized the Mayor to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this day of . A.D., 20-0-7. City Secretary City of Coppell, Texas BLOCK A, LOTS 1 -29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS AUGUST 07, 2007 PD -220R -SF -12 ht 2006 STORM SEWER/INLET DESIGN CHART INLET Design Storm Fr,,. (yrs.) AREA RUNOFF Q=CIA Carry - Over From Upstrm Inlet (c.f.s,) Total Gutter Flow (c.f.s.) Gutter Capacity (c.f.s.) Gutter Slope (ft./100 ft.) Crown Type Selected Inlet Lenght "Lill (feet) Type By Pass To Downstrm Inlet (c.f.s.) Inlet COPCICRY (c.f.s.) NO, LOCATION Time of Conc. (min.) Intensity I (in./hr.) Runoff Coeff. ("C") Area (Ac (c.f.s.) in Pipe (c.f.s.) 1 2 3 4 5 6 7 1 8 STANDARD 9 10 11 12 13 141 15, 16 17 E 2.1 1 A 100 15 7,80 .5 11.5 5.85 5.85 0 5.85 5.90 .006 6" Parab 10 Std. 0 7 2 B 100 15 7.80 .5 1.2 4.68 10.53 0 4.68 14.0 .042 6" Parab 10 Std. 0 5 3 C 100 15- 7.80 .5 1.3 5,071 15-60 0 5.07 14.0 .042 16" Parab 10 Std. 0 5 4 D 100 15 7.80 .5 0,3 1.17 16.77 0 1.17 5.90 .006 6" Parab 10 Std. 0 20 5 E 100 15 7.80 .5 2.1 8.19 24.96 0 6.30 5.90 .006 6" Parab 10 Std. 0 20 6 F 100 15 7.80 '-.5 0.5 1.95 26.91 0 1.95 5.90 .006 6" Parab 10 Std, 0 12 7 G 100 15 7.80 .5 1.1 4.29 [31.20 1 0 16.20 15.90,1 .006 6" Parab 10 Std. 0 121 AREA N0. AREA (Ac.) C (DEV-) 1100Q100 (IN/HR) 6" COMMENTS DEPTH OF FLOW = 6" A 1.5 0.5 7.80 _{CFS) 5.85 1-10' STANDARD INLET B 1.2 0.5 7.80 4,68 1-10' STANDARD INLET C 1.3 0.5 7.80 5.07 1-10' STANDARD INLET D 0.3 0.5 7.80 1,17 z E 2.1 0.5 7.80 18.19 1-10' STANDARD INLET F 0.5 0.5 7.80 1.95 G 1.1 0.5 7.80 14.29 1-101 STANDARD INLET TOTAL 1,8.0 1 131.2 NOTE; INTENSITY BASED UPON HYDRO 35 TIME OF CONCENTRATION = 15 min. ZONING = SF -9? STREET CAPACITY CALCULATIONS 28' B.B. PAVEMENT N = 0.0175 6" CROWN DEPTH OF FLOW = 6" AREA = 5.19 SF WP = 28.02 FT R = 0.185 FT n I 'Z"7 nn I .."Ll IT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY z 100e, NATHAN MAIER ENGINEERS 10 1000 u. 489.00 to \x", 490.00 I/ wr 40 491.00 CG 1A *40 . ............. GRAPEVINE CREEK oe0000�l . t' z LIMIT OF 100 YEAR BASE FLOOD ELEVATION BASED ON FLOOD STUDY BY NATHAN MAIER ENGINEERS ........... PROPOSED 36" RCP < Original Scale : 1 50 9 , 25 5,0 lio Graphic Scale in Feet 488- 14 4 0 BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 DRA-TNAGE AREA MAP ALEXANDER COURT 18.506 ACRES OF COPPELL, DALLAS COUNTY, TIM BENNETT ENGINEERING timbennell J 203 JACKSOR STREET WY11E, TEXAS (9 Date: ISeale: 1Desijzn:1Drawn: lProiect VINCINITY MAP PLANT PION VAN SPANIS MOSS e �' 8 _KAYE COOPERAK z COZBY HO K 0 2 BROOKS W z MI z DILLARD BETHEL T 14 4 0 BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 DRA-TNAGE AREA MAP ALEXANDER COURT 18.506 ACRES OF COPPELL, DALLAS COUNTY, TIM BENNETT ENGINEERING timbennell J 203 JACKSOR STREET WY11E, TEXAS (9 Date: ISeale: 1Desijzn:1Drawn: lProiect (FILL SECTIONS ONLY. ALTERNATE 50' R. 0. REVERSE SLOPE ACCEPTABLE, NOT TO EXCEED 4:1) 28' B-8 y 1 '---�. 0000 " TYP1kZ)ILII �~4' 488.00 A.1 OPS. 1.50 11:50 #kAN��- A 101\ PAVING THICKNESS EQUALS 6" SUBGRADE b NO. 3 BARS ON 18" SEE NOTE 3 CENTERS BOTH WAYS. CL TYPICAL PAVEMENT CROSS-SECTION COPPELL STANDARD SHEET NO. 2035 N.T.S. SAWED LONGITUDINAL CONTRACTION JOINT 4000, ON PAVEMENT LESS THAN 8'" THICK. 489.00 KEY WAY CONSTRUCTION JOINT ON PAVEMENT CURVE DATA WITH THICKNESS OF 8" OR GREATER. SEE STANDARD CONSTRUCTION DETAIL 2050. A =41 °46'50" ADDITIONAL PAVING NOTES ARE SHOWN ON R=275.00' THE LOWER RiGHT SiDE OF SHEET. 00' L=200.47' ate' 40014 0001* 1 ltttc I 1� 0000, 0010 STA 0+85.00 = 400* 4+44.03 - BOC STA 4+00.14 - BOC STA CURVE DATA A=15°12'41>, R=175.00' L=46.46' 0+00.00- PI h 0+0011 \ /^ 2+79.70 - BOC STA <v 491.00 2+29.07 - BOC STA10 F cl 2+0 ::.•D • BY AN •D • •PRODUCT I ( 44%, --._, ENERAL NOTES: 1. All Material and workmanship shall conform to current N.C.T.C.O.G. Standard Specification for Public Works Construction, The city of Coppeli Standard Construction Details and Specifications. IA%N 2. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cteanouts, NOTE: NO FILL SHALL BE PLACED ON THE NORTH SIDE valve boxes, fire hydrants, sct., must be adjusted to proper line and � CURVE DATA .� �'"' OF OLYMPIA LANE, PRIOR TO THE ISSUANCE BY FEMA grade by the contractor prior to and after the placing of excavation A =09'1 2 45 y A N 3. The contractor is responsible to preserve the final alignment and grade R=775.00' w 1 �► 0 F THE LETTER 0 F MAP REVISION I S I 0 N { LO M R } stakes as set by the Engineer until the completed excavation is verified. m J in the event stakes are lost the Enalneer acceots no resDonsibility for L=124.61' CURVE DATA 4+25.94 Q PAV STA= f a j A -36° 15'56" ACCESSIBLE RAMPS TO INSTALL: ! R=200,00 CONFORM WITH CITY OF COPPELL 1- 10' STD INLET �� ( L=126.59' STANDARDS SHEET NO. 2185-5 TC = 490.17 i FL = 485.67 ` k.. 5+14.63 OLYMP A LANE= 4+29.18 KNIG S WAY ' STA PC 0+43.20 = 0+00.00 - BOC STA 0+56.91 - BOC ST/ 6 N I I CURVE DATA 4+00 A =09° 18' 15" R=725.00' L&NEi L=119.60' v„ \ 5+0 hX 4+25.94 � PAV STA= INSTALL: 30' 1- 10' STD INLET k d B.L. .x? JC_;=_94.17L = 486.17 °- _a i rr) + N 4 I N r • NW, W IN 36, i o i od 11 0 X � � i V`Z_ alignment or grade 4. The contractor shall provide construction signage and barricading according to TxDOT M.U.T.C.D. 5. Contact the Engineer 48 hours (two working days) prior to beginning excavation. 6. All fill shall be compacted to 95% Standard Proctor Density in a maximum of 8" (eight) inch lifts, or recommended by the geotechnicol laboratory. 486 00 7. Paving contractor shall be responsible for oil A.D.A. curbing regulations at '01, ail street intersections. Barrier free ramps shall be constructed according to the Texas Accessibility Standards Section - 7.7 Curb Romps. To be constructed at the time the streets are constructed. 00p10 0000 ` 8. Proposed elevation shown In streets are proposed top of curb elevations. 9. Developer responsible for all sidewalks shown as shaded. Individual builders CL CURVE DATA responsible for sidewalks adjacent to each tot. Locate 4' concrete walk 1' off property line unless marked otherwise A =19° 20' 44" R=325.00' 21 109.73' 7+00 4//Z 5+9 .00 � PAV STA= INIST LL: 1- 1 STD INLET TC = 491.14 FL = 487.14 0 �� 27q CURVE DATA r A=15'29'24„ R=145.00' L=39.20' a>4 --- a ^^+' _ `V m I28 8+64.54 - Q Pi 8+00 x, �� a� • r:CID LIMIT OF 100 YEAR BASE FLOOD ELEVATION MAP BASED ON FLOOD STUDY BY �. NATHAN MAIER ENGINEERS Q C/) NOTE: 00 C-) The City of Cap ell will not have responsibility for maintenance of the floodwoy/fioodptoln area as shown hereon. The maintenance for these D cry � 3Q, B,� areas shalt be the sole responsibility of the Individual lot owners adjacent to areas. These areas are to remain free of improvements that may obstruct Risaid the flow of storm water and protected from potential erosion by the owners. No fences be in the floodplain (pools, decks, will allowed or any other structures n 0+37.23 -BOC STA gazebos, etc.) per the City's Floodplain Ordinance. Ci 4)4 7+00 4//Z 5+9 .00 � PAV STA= INIST LL: 1- 1 STD INLET TC = 491.14 FL = 487.14 0 �� 27q CURVE DATA r A=15'29'24„ R=145.00' L=39.20' a>4 --- a ^^+' _ `V m I28 8+64.54 - Q Pi 8+00 x, 3p.. m• ro 1 +41.79 - BOC STA \1+72.81 - BOC STA v N � � -N- SCALE: 1 " = 40' 0 20 40 PAVING NOTES: 1. Min, pavement strength shall be class "C", or as specified by City. 2. Curb height and width shall be 6", or as specified by city. "See standard construction detail 2120. ti \ \ 3. Subgrade (Min. requirements- unless otherwise approved by 40 City Engineer). Subgrade under all pavement shall be initially mixed 8" thick and re -mixed 6" thick and shall be stabilized with 6% min. by weight of hydrated time (generally t 40 4 ibs.fs.y.) and compacted to a density not less than 95% standard proctor density. Alternative subgrades, supported by laboratory tests, may be submitted to the city engineer for approval. �4. Pavement surface finish shall be transverse to traffic lanes and shall be baker broom finish unless otherwise specified by City. 5. All dimensions to back of curb and in feet unless otherwise specified by city. 6. Channelizing buttons, if specified, shall be installed off pavement joint. 7.Residentiai streets greater than 28' B -B shall be constructed in accordance with standard construction detail 2030. 8.Any other residential street sections less than 28' B -B will be considered on a case-by-case basis and will require City Engineer and Fire Marshal approval. 9. Concrete street section shall be formed by a self-propelled slip form paving machine. tku,ir aJC:cu f .�fao ..foo 4f00 5f00 6f00 7f00 8f00 9*00 x:l = i e%nnnu-i 'it/Alni i wnnnm vemnn i nW Alt! tai nmeinnrlmA F YY'C f�B A,✓'b kty ................ TIM BENNET k a 9,8242 500 pp ( A 495 f -/f- -/f- ? BENCHMARK: A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 srt �� a� • r:CID M� 3p.. m• ro 1 +41.79 - BOC STA \1+72.81 - BOC STA v N � � -N- SCALE: 1 " = 40' 0 20 40 PAVING NOTES: 1. Min, pavement strength shall be class "C", or as specified by City. 2. Curb height and width shall be 6", or as specified by city. "See standard construction detail 2120. ti \ \ 3. Subgrade (Min. requirements- unless otherwise approved by 40 City Engineer). Subgrade under all pavement shall be initially mixed 8" thick and re -mixed 6" thick and shall be stabilized with 6% min. by weight of hydrated time (generally t 40 4 ibs.fs.y.) and compacted to a density not less than 95% standard proctor density. Alternative subgrades, supported by laboratory tests, may be submitted to the city engineer for approval. �4. Pavement surface finish shall be transverse to traffic lanes and shall be baker broom finish unless otherwise specified by City. 5. All dimensions to back of curb and in feet unless otherwise specified by city. 6. Channelizing buttons, if specified, shall be installed off pavement joint. 7.Residentiai streets greater than 28' B -B shall be constructed in accordance with standard construction detail 2030. 8.Any other residential street sections less than 28' B -B will be considered on a case-by-case basis and will require City Engineer and Fire Marshal approval. 9. Concrete street section shall be formed by a self-propelled slip form paving machine. tku,ir aJC:cu f .�fao ..foo 4f00 5f00 6f00 7f00 8f00 9*00 x:l = i e%nnnu-i 'it/Alni i wnnnm vemnn i nW Alt! tai nmeinnrlmA F YY'C f�B A,✓'b kty ................ TIM BENNET k a 9,8242 500 pp ( A 495 f -/f- -/f- ? BENCHMARK: A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 srt (FILL SECTIONS ONLY. ALTERNATE REVERSE SLOPE ACCEPTABLE. NOT TO EXCEED 4.1 -50' R. 0. -28 8-W 1.0 1 110$ TY4 4' 150 -A- 7777�a.. PAVING THICKNESS L SUBORADE EQUALS 6" SEE NOTE 3 GL NO, 3 BARS ON 1 CENTERS BOTH WAYS. TYPICAL PAVEMENT GROSS -SECTION COPPELL STANDARD SHEET NO. 2035 SAWED LONGITUDINAL CONTRACTION JOINT ON PAVEMENT LESS THAN 8" THICK. KEY WAY CONSTRUCTION JOINT ON PAVEMENT WITH THICKNESS OF 8" OR GREATER, SEE STANDARD CONSTRUCTION DETAIL 2050. OR AS SPECIFIED BY CITY. ARMSTRONG BOULEVARD CONCRETE TELEPHONE VAULT INSTALL 91 LF STREET HEADER FOR FUTURE PAVEMENT AS PER CITY OF COPPELL STANDARD DETAIL SHEET 2070 NOTES: 1. Min. pavement strength shall be class "C", or as specified by City. 2. Curb height and width shall be 6", or as specified by city. See standard construction detail 2120. 3. Subgrode (Min. requirements- unless otherwise approved by City Engineer). Subgrade under all pavement shall be initially mixed 8" thick and re -mixed 6" thick and shall be stabilized with 6% min. by weight of hydrated lime (generally + 40 lbs./s.y.) and compacted to a density not less than 95% standard proctor density. Alternative subgrodes, supported by laboratory tests, may be submitted to the city engineer for approvot. 4. Pavement surface finish sh4li be transverse to traffic lanes and shall be baker broom finish unless otherwise specified by City. 5. All dimensions to back of curb and in feet unless otherwise specified by city. 6. Chonnelizing buttons, If specified, shall be Installed off pavement joint. 7.Residential streets greater than 28' B -B shall be constructed In accordance with standard construction detail 2030. 8.Any other residential street sections less than 28' B -B will be considered on a case-by-case basis and will require City Engineer and Fire Marshal approval. S. Concrete street section shall be formed by a self-propelled slip form paving machine. - ENHANCED PAVEMENT STAMPED CONCRETE PER ENGINEERING DETAILS AS SHOWN ON COPPELL STD DETAIL SHEET NO. 2185-1 ACCESSIBLE RAMPS TO CONFORM WITH CITY OF COPPELL STANDARDS SHEET NO. 2185-5 INSTALL 97 SQ YARDS 4" HOT MIX ASPHALT PAVING TRANSITION. FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T, N � CURVE DATA A=19°30 03' R=175.00' L=59.56' 1 � I I SCALE; 1" = 40' 0 20 410 LEGEND I.P.F 0MMMMMMMMM0MMMMMMM ;A mmmmmmm BLOCK A M + 04; U_ 0 � q CURVE DATA CURVE DATA X LLJ M0 "I UJ mm�mmmmmmmmmmmmmm�mmm CL 0 ■MMMMMMMMMMM1 M CL � CURVE DATA A=19°30 03' R=175.00' L=59.56' 1 � I I SCALE; 1" = 40' 0 20 410 im-I'S WAY 25' B. L. M 27 JTO 8. L. A- 0 ry 18 /BLOCK A LEGEND I.P.F 0MMMMMMMMM0MMMMMMM ;A mmmmmmm BLOCK A 04; �JIM BENI E. 9 e 4�5 q CURVE DATA CURVE DATA 1MMM SEWER LINE A=07* 19'06" * 4303)54" mm�mmmmmmmmmmmmmm�mmm ■MMMMMMMMMMM1 R=325,00' 3 R=135.00' =41.51' L= 101.47' IN mom 4 IN mmmmmmmm�mmmmmmmmmm 16 MMMMM ■MMMM1111111111111111111001M�M mm�mmmmmmmm';� IN MINIMUM QS G 0 3+54.37 PAV STA MMMMM■MMMMMM CURVE DATA INSTALL: 11111110111 MMMMMMMMMMM=MMMMMMMMMmmmmmmmmmmmmmmmmmmmmmmm�mmm. Q=41°34'56" 2- 10' STD INLET 3+72.67 PT .40■MEN R=200.00' 'TC = 493.02 mommommmmmmmm�mmmmmmmmmmmmmmmmmmmmm, L= 145.15' FL = 489.02 go MEN MMMMMMMMI MIN 111111 MMMMMMM1MMMMMMMMMMM1MMMMMMMMMM IN IN IN MMMMMM■Mom MMEMMMMMMMMMMEMMMMMMMmmmmmmmmmmmmmmmmmmmmm ■IN 3+00 IN MIN MMMEM 17 mmmmmmmm MMM mmmmmmmmmmmmmmm mm MEN 11110111 2+00 4,c0 pd MMMM MMMMMMMMMMMMMM IN 5+14.63 OLYMPIA LANE= 11111111MMIN IN 4+29.24 KNIGHTS WAY im-I'S WAY 25' B. L. M 27 JTO 8. L. A- 0 ry 18 /BLOCK A 515 510 505 W11067 Em LEGEND I.P.F 0MMMMMMMMM0MMMMMMM M mmmmmmm M mmmmmm�MMMMMMMMMMMMMMMM'MMMMMMMMMMMMMMMI 04; �JIM BENI E. 9 e 4�5 I■■.0■.I■...■mmmmmmmmmmmmmmmmmmmmmMMMMMMMMMMMMMMMMMMMMENimmmmmmmmmmmI 1MMM SEWER LINE mm�mmmmmmmmmmmmmm�mmm ■MMMMMMMMMMM1 IN mom IN mmmmmmmm�mmmmmmmmmm MMMMM ■MMMM1111111111111111111001M�M mm�mmmmmmmm';� IN MINIMUM ■mmmmmmmmmmmmmmmmmmmmmmmmmmommmmmmmmmmmmmm MMMMM■MMMMMM IN 0 MEN 11111110111 MMMMMMMMMMM=MMMMMMMMMmmmmmmmmmmmmmmmmmmmmmmm�mmm. .40■MEN 11111111111111111111IMMMEMMMINIMMMM mommommmmmmmm�mmmmmmmmmmmmmmmmmmmmm, ■ go MEN MMMMMMMMI MIN 111111 MMMMMMM1MMMMMMMMMMM1MMMMMMMMMM IN IN IN MMMMMM■Mom MMEMMMMMMMMMMEMMMMMMMmmmmmmmmmmmmmmmmmmmmm ■IN IN MIN MMMEM 111111111MMMMMMMM mmmmmmmm MMM mmmmmmmmmmmmmmm mm MEN 11110111 IN IN MMMMMMMMMMMMMMMM MMMM MMMMMMMMMMMMMM IN M 11111111MMIN IN mmmmmmmmmmmmmmmm SOMEONE MMMMMMMMMMMMMM I M 111011 MEN MEN IN M■ MEN MMMMMMMMMM■MEN ON MIN mmmmmmmmmmmmmm �_■■.�■■IN M MM MM M MEN MMMMMM M MEN IN MMMMMMMMMMMMMMMM10 MMM MM IN M mmmmmmmm. m M■Mom MMMMMMMMMM. MMMMM 011 MONSOON IN MMMM MMMM MEMO mmmmmmmm MMMMM1 = IN mmmmmmmmmmm ■ a MIN IN MMMM = MMMmMMMMMMM MM■M111 IN IN IN MMMMMMMMMM MEN■IN IN MM IN MMMMMMMMMM MMMMM11111111110111 111111110111 1111110111 IN MM MIN MM IN ON 1111111111101111 M MMM ■110111111111110111 MMMMMMMMIMM MMMMMM1MMMMMMMMMM MIN MIN W 11011111111110111 M 11011101111■MMMMM mmmmmmmmmm MMMMMMMMMMMMMMMMM IN ■ MEN =1111111110101111 M SOMEONE mmmmmmmmmmmmmmmmmm IN 1 ===MMM I=== 11111110111111111 mmmmmmmom mmm I■MMM MMMMMMMMMMMMM' IN IN Mom111001111101110111111 MMM MMIN■MEN■MMMMMMMMM I■MMM■mmmmmmmmmmmmm M IN ■ Mom MMMMMMIMM ME IN MEN MMMMMMMMMI MEN MMMMMMM MMM M IN Mll ■�m ommmmmmm 111111111 MMMM MEN MMMMMMMMM IN 1 110111 1111110111111111011110011111 MMMMM Mom "1 10011111111001011111 1111111111011111111 MIN M MM111111MMMMMMMM MIN 0 M 5.9 M MMMMM IN EMMMMEMMMMMMM MMM MMMMMMI1. I IN IN11101111111110101011101011111111111000 ■IN MEN IN M IN MEN MM IN ON MMM12W0MMMMMMMft IN■MM MMMMMMMMMM' 11110111 IN MEN MMMM IN IN M M MEN MMMMMMeamMMMMM MMM WOMEN mmma MEN=l=MMW0M'MW on NMMMM■MMMMMMMMMMMMM :C:::::: ■:■:■■:■::5 M■■::M::::0::■:0111110 MM1M1MMMMMMM■:■::::■:::: mmMISM M MI MMMM M MMU -MMM 10111011 Mwe 1■::�11111111011010111111111 IN IN ■MMMMM■IN M 1111111 IN MIN UWE IN ■MEN MMM MMMM 10111 M WE MIN MMM M Mom 1111111111011111111 10111011 -MMMM■ ME 111111011111011110011111111 111011111 IN 1111111110111111111 M MMMMM■M M MM 1111111 IN IMM M MMMMMM 0111101111101011111111111100111 111111111■IN M MEMO M MIN 11110 0 M IN MMMMMM MMMMMIMM NIMMM M MMM MEN■MMM 111011 1 N MEN IS IN MMMMM ■ MM on = ON MEN MM SOME 1111111 MEN ■ moom mism M 111111111110111 E..■..i�<ilxm*:�Al NOW MUG""' ! Nw HE =0 M MMMMMM 11010IN111 MMMM OEM nommon 011111111111 11100111101010111111111111 101111011=110101101111111 MMMMMMM 11111001 ME 0 MEN lmmmmmm MEN M 111011 IN 1111001011111 MMMMMMMM1MMMM IN M I== MW M NiQ1.1n" M 11101111111111110 MMM I MEN MMMMM IN■I M mom a MEN IN■111111111MMICN=TMIN MMM IN■11 MEN IN IN • MMM1 MIN■IN OEM M IN■1111110010111111111101101mi "14111101111 01111111111 MEN■IN MMMMM■mmmmm NEWNESS MIN MMMM MMM MW 1110111M NEW MMMMMM M IN �: IN MIMI! 1111A M IN 1110111110111111101 MEN IN Mail MIN M MEN IN IN MIN ON 11110111 MEMO IN M mom -a MEN MEN mimmm 1114 M M 11 MMMMM lion M MMMMMMMMMM IN M HE■MIN MIN MIN■MM ON IN MMMMMM MMM MMM MM ON M -am 1111MM■IN■mmmmmmmm. M MIN 1111110111 IN Me M IN 1111111 mmm� MMMMMM 11111111010111111110111111100 Mill IN MMMMM 11111011111 M 1111111 IN IN IN IN MIN NE MIN 111ra'"MAXIUs&%M 75-1 M rwym -0-T, MMMM =11101111 111110110MMOMMIN mom Mill wil MMMMMMMII1MMWM mmmmm�mmm �■1■■I.i■■1■M■`�9k-�IN■MMMM MMMMM MMM IN 1110111111111111 Nomm 1111111 MMM Mimi m■ MMMMMME MEN MEN Mom MMMMM 101111110 IN 00111011100111 MMMM EMISSION MIMI MMMMMMMMMMM M IN MIN MMMM MM IN IN M. 1111110111 MEMO MMM1 ■ M MMMM MIN MM Mm MMMM MMM OMM MMM MMMM M ■.■®M IN IN 1101 EMISSION IN M IN IN■M MIN MMMMM M Mim MMM M MMM MMMM MMMEM■M 1MMM■MMMM1 NINE IN 515 510 505 W11067 Em GENERAL NOTES: 1. All Material and workmanship shall conform to current N.C.T.C.O.G. Standard Specification for Public Works Construction, The city of Coppell Standard Construction Details and Specifications. 2. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, sot., must be adjusted to proper line and grade by the contractor prior to and after the placing of excavation 3. The contractor Is responsible to preserve the final alignment and grade stakes as set by the Engineer until the completed excavation Is verified. In the event stakes are lost the Engineer accepts no responsibility for alignment or grade 4. The contractor shall provide construction signage and barricading according to TxDOT M.U.T.C.D. 5. Contact the Engineer 48 hours (two working days) prior to beginning excavation. 6. All fill shall be compacted to 95% Standard Proctor Density in a maximum of 8" (eight) inch lifts, or recommended by the geotechnical laboratory. 7. Paving contractor shall be responsible for all A.D.A. curbing regulations of all street intersections. Barrier free romps shall be constructed according to the Texas Accessibility Standards Section - 7.7 Curb Romps. To be constructed at the time the streets are constructed. 8. Proposed elevation shown In streets are proposed top of curb elevations. 9. Developer responsible for all sidewalks shown as shaded. Individual builders responsible for sidewalks adjacent to each lot. Locate 4' concrete walk 1, off property line unless marked otherwise. BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 NOTE: The City of Coppell will not have res onsibility for maintenance of the floodw"y floodplain 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. LEGEND I.P.F IRON PIN FOUND 49,O OF WATER VALVE 04; �JIM BENI E. 9 e 4�5 a�* ...... �8242 EXIS77NG SANITARY SEWER LINE GENERAL NOTES: 1. All Material and workmanship shall conform to current N.C.T.C.O.G. Standard Specification for Public Works Construction, The city of Coppell Standard Construction Details and Specifications. 2. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, sot., must be adjusted to proper line and grade by the contractor prior to and after the placing of excavation 3. The contractor Is responsible to preserve the final alignment and grade stakes as set by the Engineer until the completed excavation Is verified. In the event stakes are lost the Engineer accepts no responsibility for alignment or grade 4. The contractor shall provide construction signage and barricading according to TxDOT M.U.T.C.D. 5. Contact the Engineer 48 hours (two working days) prior to beginning excavation. 6. All fill shall be compacted to 95% Standard Proctor Density in a maximum of 8" (eight) inch lifts, or recommended by the geotechnical laboratory. 7. Paving contractor shall be responsible for all A.D.A. curbing regulations of all street intersections. Barrier free romps shall be constructed according to the Texas Accessibility Standards Section - 7.7 Curb Romps. To be constructed at the time the streets are constructed. 8. Proposed elevation shown In streets are proposed top of curb elevations. 9. Developer responsible for all sidewalks shown as shaded. Individual builders responsible for sidewalks adjacent to each lot. Locate 4' concrete walk 1, off property line unless marked otherwise. BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 NOTE: The City of Coppell will not have res onsibility for maintenance of the floodw"y floodplain 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. LEGEND I.P.F IRON PIN FOUND SANITARY SEINER hf.H. WATER VALVE FIRE HYDRANT POWER POLE -E-E- OVERHEAD ELECTRIC EXIS77NG SANITARY SEWER LINE GENERAL NOTES: 1. All Material and workmanship shall conform to current N.C.T.C.O.G. Standard Specification for Public Works Construction, The city of Coppell Standard Construction Details and Specifications. 2. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, sot., must be adjusted to proper line and grade by the contractor prior to and after the placing of excavation 3. The contractor Is responsible to preserve the final alignment and grade stakes as set by the Engineer until the completed excavation Is verified. In the event stakes are lost the Engineer accepts no responsibility for alignment or grade 4. The contractor shall provide construction signage and barricading according to TxDOT M.U.T.C.D. 5. Contact the Engineer 48 hours (two working days) prior to beginning excavation. 6. All fill shall be compacted to 95% Standard Proctor Density in a maximum of 8" (eight) inch lifts, or recommended by the geotechnical laboratory. 7. Paving contractor shall be responsible for all A.D.A. curbing regulations of all street intersections. Barrier free romps shall be constructed according to the Texas Accessibility Standards Section - 7.7 Curb Romps. To be constructed at the time the streets are constructed. 8. Proposed elevation shown In streets are proposed top of curb elevations. 9. Developer responsible for all sidewalks shown as shaded. Individual builders responsible for sidewalks adjacent to each lot. Locate 4' concrete walk 1, off property line unless marked otherwise. BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 NOTE: The City of Coppell will not have res onsibility for maintenance of the floodw"y floodplain 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. 1 t BLOC I i 3 2 is I PROPOSED 8" SEWER J1 PROPOSE) 8" WA/TtR 25, 0+7 .67 ry CONNIE& LIN "C" TO STANDARD 10 INLET i t (( 1 28 / / 27 ,i ' V, V- � V. I SCALE. 1" 40' 0 20 40 -- LEGEND — I.P.F IRON PIN FOUND SANITARY SEWER M.H. 0 WATER VALVE {6 FIRE HYDRANT n POWER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— EXISTING SANITARY SEWER LINE 23 j PRO —19 P �a 4 16 PROPOSED o � 8" WATER .20 t _ 20' Draina s £srht. 2'x2' WYE INLET LIP=491.5 r I k _____.._ �� FL=488.45 �141� \ t LINE r "E" ' ll. CONSTRUCT 30 f 0 OF18" /RCP l 101 ONNECTBPROPOD 18" RCP TO 17 EXISTING 10 INL T i l f t MAINTENANCE \ ` EASEMENT I 0 00 LINE "C" 21" RCP- �� 0 87 4 LINE "B"1 24" RCP� LINE C � � `^•,cb PR*S 0+50.98 I STALL: 1--21 "/WYE W ss At BEG/ 8" RCP � 18 1 / Y I 4 19 1+00 0*00 ) BACK OF CURB' Ex grate, Tap 491.3 s ss ss -- - ss ss- `ETHEL ROA Y 4NI _s_ �/2"1 I.P.F. i Q �) 50.0' 1 & o w z kFL=487.54 EX. 10' INLET �( X 4 0 C1149# TC 25' E-4 IDERGROUND TELEPHONE MARKER IIU ® O @ 0 11 1/2" I. P. F. EX WATER 9 *00 0*00 BLOCK 18 00 1+66.634 LINE "B" INSTALL/ 60' BENDS rn 5 0+ 0 INSTALL 1—STD\36" TYPE " f wco r, ° e= 17 ,r Zrip 0+87.24 LINE "B'I! INSTALL 24"x21" WYE 0+00 LINE "B" = ^° 3+37.25 LINE „A" LINE `- -- 36" RCP I I ------- LINE A R. it 20' lbralna s ---- �'— --_ � 0 3+ 6.53 END 36" RCP sy, LIMIT OF PROPOSED 1 CIO BASE FLiJ D� 3+ 9,52 BEGIN 27" RCP P ELEVATION BASED ON FLQOD STUD 113� CO NECT TO 10' STD INLET � NATHAN MAIER ENGINEER 00 16t W a FX 0 1 r I C)00 CD } 19 W } 15 PR � POSED } ! } 8" EWER # f 1� C) O*all 1+00 2f Da {{ PROPbSEDi 8" SE WER�� 3+7.52 CON SEC7 t •� , i SCALE: 1" 40• 0 20 40 ! � r r /© 27 / 1 +79.71 — IND LIME "B" f P V STA `5+90.00 CO NECT fo 10' /STD INLET 1 / PROS 8" WATER I NIS S WAY r� 50s 8*L- ENI/ 27 RCP , 10} STD, INLET" i � } 3 } 8" WATkR } 5 PROPOSED DIAMETER LAr MLK QILLL ,L INTO APRON STEEL PIER DETAIL PLAN VIEW N.S.S. Conforms to � 2:7 slope ;5 bars V 1) PIER DETAIL 9JECTIr3N�VIEW IBJ'" ,, .-". A��1F.•v� N,XS. BENCHMARK: A BOX CUTINTOP OF CENTER OF INLET f8o ELEVATION= 492.90 NOTE: The Cityf Copppeil will not have responsibility for maintenance of the floodway/1ffood plaln area as shown hereon. The maintenance for these areas shall be the sole responsibility of the Individual Tot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct %5 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 Fioodpiain Ordinance. m C ��L pa�aggl pqq agA�p h a c,, q,t.JpY4tlta Aa gsgq gg,aa.�i5 i90 71 BENNETi a'P d'F+l yy r ;5 bars V 1) PIER DETAIL 9JECTIr3N�VIEW IBJ'" ,, .-". A��1F.•v� N,XS. BENCHMARK: A BOX CUTINTOP OF CENTER OF INLET f8o ELEVATION= 492.90 NOTE: The Cityf Copppeil will not have responsibility for maintenance of the floodway/1ffood plaln area as shown hereon. The maintenance for these areas shall be the sole responsibility of the Individual Tot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct %5 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 Fioodpiain Ordinance. m C MIATf7P AND QCUICD GENERAL NOTES I. All materials and construction shall conform to the City of Coppell Standards and Specifications and the Standards and Specifications for Public Works Construction by North Central Texas Council of Governments. 2. Contractor shall protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, and fire hydrants must be adjusted to proper line and grade by the Utility Contractor after paving, and before final acceptance. 3. The location of all existing utilities indicated on the plans is taken from existing public records. The exact location and elevation of all public utilities shall be determined by the contractor. It shall be the duty of the contractor to ascertain whether any additional facilities other than those shown on the plans may be present. 4. Contractor shall provide Engineer dimensions to all services, and other information to produce "as–built' plans. 5. All water and sanitary sewer lines installed under pavement to be backfilled and compacted in 8 inch lifts to 95% standard proctor density@ :L 2 percentage points of optimum moisture. 6. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Low and O.S.H.A. Standards, 7. Water mains to be AWWA Class 200, DR 14 PVC (blue in color). 8. Water services shall be located @ the centerline of each lot and shall be a minimum of 1" type K cooper. Each service shall be provided with two in–line nylon ball cutoff valves equipped with lock wings and contained inside the meter box. Residential services shall have a 5/8' diameter yoke and shall be equipped with a dual check component (as part of the yoke) and shall be of materials approved by the City (see City of Coppell Standard Construction Details). All other water services shall be equipped with a separate double check back–siphonage device in <3 separate box meeting the specifications of the City of Coppell. All topping saddles and connection nipples to water yoke shall be of bronze. Service to each lot shall have a maximum cover of 20 inches. Water service lines shall not be spliced under existing or proposed streets or paved EXISTING 12" SEWER ABANDONMENT 1. Abandoned existing 12" sewer line in–place. 2. Abandon manhole on the existing 12" sewer in accordance with City of Coppell Standard Detail sheet No. 5150, 10 . ........... CL GRAPEVINE CREEK Ile PROPO 20' DRAINAGESED EASEMENT. areas. 9. All water mains shall have a minimum cover of 42 inches below finish grade or as required to clear other TYPICAL WATER & SEWER SERVICE utilities, Terra–Tape required one (1) foot above water main. SERVICES LAYOUT 10. When installing water mains at sanitary sewer crossings, no joint of water main shall be within (9) feet of the centerline of the sanitary sewer pipe. 11. Water mains shall be tested and disinfected in accordance with AWWA C601. 12, Contractor shall provide adequate concrete thrust block and retainer glands at all bends and all fittings and deflections greater than 10 degrees in mains and hydrant assemblies. 13, A minimum clearance of 24 inches shall be provided between water mains and storm sewer inlets. 14. PVC pipe shall have a 6' sand bedding with 6' of sand on each side and 12" of sand over top of pipe. 15. Poly–wrap (minimum 8 mil thickness) all ductile iron pipe, MJ fittings, valves, risers, topping saddles and hydrant lines. Pipe shall be doubled wrapped at all joints and bends. Extend up each service at least 6 inches. 16. Retaining glands and galvanized "all thread" rods shall be provided on all bends, valves and fittings with concrete thrust blocking and polywrop. mono= 17. Topping sleeves: Stainless steel topping sleeves for PVC piping with thrust blocking; solid sleeve compact ductile iron (If not available, cost Iron) for ductile iron pipe with thrust blocking. goals" 18, No 'compression' fittings will be allowed on copper service lines, 19. All road bores shall be made using dry bore equipment, Not wet bores will be allowed, 000 BLOCK A 20. Bacteriological tests shall be required on all new water mains prior to acceptance of the project. A minimum of one bacteriological quality test Is required for every 1000 feet of line. The results must be negative with Ole 15 no (0/100ml) coliform. 000 21, Fire hydrants to be located three (3) feet behind back of curb and centered on lot lines or at curb returns. EXISTING 12 SEWER LINE & EASEMENT Utility contractors shall place blue fire–lite reflector in centerline of street, closest to fire hydrant and out of E TIN 0 1 2 5+77.62 LINE "A"= 0+00 INI� sidewalks. Provide flat flange on in–line tee; connect with MJ x [Tox'SBE ABANDONED L 22. Fire hydrant connections to mains shall be as follows: CONSTRUCT 4' DIA MANHOLE flange resilient wedge gate valve. Provide retainer glands at all MJ connections at hydrant. 23. Fire hydrants to be pointed per City of Coppell Standards. 14 S3__SS 24. All sanitary sewer pipe shall be SDR 35 PVC ASTM D3034 (green in color). Ss 25. All sanitary sewer services shall be 4–inch (4" PVC and located at 10' downstream from the lot centerline.SS___ SS Service cleanout per Coppell Details. 010� 26, Contractor shall provide 2' x 2' x 6" thick concrete pad (3000 PSI 0 28 days) for valve stocks and sanitary 1100, SSSS sewer cleanouts falling outside of paved areas, and 2' x 2' block out provided in paved area. Manholes failing 13mss in a paved area shall have a 4' x 4' block out. 7 SS 27. Sanitary sewer shall be subjected to on air test and/or leakage test prior to acceptance. 28. Contractor will be required to provide TV inspection of all Sanitary Sewer lines prior to acceptance and submit .0000 7+ 0 film of test with 'As–built' drawings at contractors expense. 29. All 4' Sanitary Sewer services shall have a minimum of 4' (foot) except as shown on plans and maximum of 6' (feet) of cover at the property line. The 4' Sanitary Sewer wye connection for each lateral shall be 4-41, encased in concrete per City of Coppell Standard Construction Details, Utility contractor to pain on 'S" on curb (after paving) indicating all sewer services. All lateral to have cleanout at property line. 12 -C> 30. All manholes shall be equipped with a manhole rain pan and chimney seal. SS L LL: 7' TYP INSTAI –FIRE HYDRANT I - SANITARY SEWER EASEMENT PLAT. Ole .000 1-1 ASSEMBLY TO BE ABANDONED BY THIS PLAT, 10+03.06 LINE "A" CONSTRUCT 4' DIA MANHOLE INSTALL 8" WATER 4 INSTALL ( STALL: 2-8" 22%* BEND 2-81) VA 00, 5 81 i 1-8" TE -13 0 \0to 4r H 6 1 W 0 o �A 4, INSTALL: 7' TYP =4 (0 - 1–FIRE HYDRANT mASSEMBLY d < a. 1--: ffi + 0 3 r C4, QQ Nee, `� Q� \ \ ISTA 11+ 4_35EN & 0 PRC 2+33.18 CL < 0 INSTALL 8" CLEAN OUT Z N W Z 0 10 7t V3 INSTALL: 00 1-8" 450 BENDS _J T, BLOCK A Ilk - 0.725 AC,2 Z Ld (SURVEYED) \% 71 F3445—.32 LINE " B" END & + ICONSTRUCT 4DIA. MANHOLE PROPOSED 20' UTILITY EASEMEN 9 IRA MAR DEV. CORP. LL: DOC, 200600465952 D,R.D.Co.,Tx. INSTALL 8" WATER 7' TYP SANITARY SEWER C11 OL MANH LE f 51 INSTALL: 1-8" 22%' BENDS� UNDERGROUND N ef io MARKER TELEPHONE q -TELEPHONE S5d___1eX VAULT 0 Oa _J 06 __SS EXISTIN ASPHALT ys SS -,LIFT STATIO ix — h ss— ss— ss— ss— ss— ss— ss— ss—ss— Ss> --FL GS 66 69 /.1 PROPOSED BACK OF CURB s in 12 Sewer \�� ss— SS— ss---_ S�S,>-ss– ss– ss— ss � GRAND COVE ESTATES VOL. 94190, PG. 4358 D.R.D.Co,,Tx. 11 LIMIT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY NATHAN MAIER ENGINEERS—, \�Ior 0000 00000 EASEMENT VOL. 95203, PG, 2898 D.R.D.Co.j. III ss--_ ZO, Vok, 6 i�ANQAfj�:, 21 PG. �t�AAZ�E S Al 92 -"' �D, r, ss tin 12 Ss__� Qewer n do -d) 7' SS ss--_ 10LINE "Ata LUES CONSTRUCT 4' DIA MANHOLE JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO J.W. THWEATT VOL. 515, PG. 76 D.R.D.Co. T. 25' SEWER SANITARY 22 - I ii E Q) 27 28 4 0/ INSTALL 8" WATER- 7' TYP lj PROPOSED 8" PVC WATER LINE INSTALL: 1–FIRE HYDRANT ASSEMBLY 29 INSTALL: 1–FIRE HYDRANT ASSEMBLY INSTALL: 1-8" 22K* BENDS 26 1/ 001 W Cr) 60.0, 1/2 I.P.F. 23 O+OO LINE V) A CONNECT W TO EXISTING 4' MANHOLE PROPOSED 20 UTILITY ESMT. ti 0 M 24 5) 1/2" I.P.F. 50.0, INSTALL: < —8" 11 W 25 INSTALL: BLOCK A 1-8" 22Y2* BENDS PROPOSED 2'x2' WYE INLET 20' SAN. SEW. ESMT. VOL. 93215, PG. 8992 D.R.D.Co.,T. nn n 60. 0' 28" W 4 CONCRETE WALL ss— SS— SS— ss— SS— ss--Km_�— ss— S$_ SS ss— ss— ss— ss— ss-_-->- ss— S5 SS S_ 3S ss— ss— SS— ss— ss�-- ss— i ss- — SS— SS - SANITARY MANHOLE ff-WER o- irk Existing 24" to ASPHALT ROAD CONCRETE BRIDGE ASPHALT ROAD A; r0idTING 24" WE `9 TASPHALT ROAD IBETHEL ROAD( Lo CONCRETE WALL EXISTING 16- CONCRETE CYLINDER WATER LINE E— E r E-- POWER POLE FIRST BAPTIST CHURCH OF COPPELL Z VOL. 95167, PG. 5885 D.R.D.Co.T. EXISTING 16 CONCRETE E-4 EXISTING 16" CONCRETE 0.147 ACRE RIGHT -OF CYLINDER WATER LINE SUMMIT AT THE SPRINGS CYLINDER WATER LINE IDEDICATION PER THISPLAT PEN CUT BETHAL ROAD BACKFILL VOL, 97023, PG. 3493 DALLAS COUNTY IN ACCORDANCE WITH CITY OF COPPELL D.R.D.Co.,Tx. STANDARD DETAIL 3070. PEN CUT BETHAL ROAD BACKFILL VOL. 91251, PG. 5059 REPAVE IN ACCORDANCE WITH CITY OF COPPELL IN ACCORDANCE WITH CITY OF COPPELL THE RESERVE D.R.D.Co.,Tx. STANDARD DETAIL 3070, STANDARD DETAIL 3070. OF rg&%� CONNECT PROPOSED 8" WATER TO EXISTING 16" REPAVE IN ACCORDANCE WITH CITY OF COPPELL 4 VOL.98249, PG, 23 Q_QN-CRETE_CYLIND-ER_WATEF,_ STANDARD DETAIL 3070, z D.R.D-Cojx. INSTALL: 1 8" VALVE CONNECT PROPOSED 81P WATER TO EXISTING 16" s gK °c9 CONCRETE CYLINDER WATER, TIM BENNETT tt ev top 493.3 GRATE INLET a_ss— SS SA SANITARY SEI MANHOLE SANITARY SEWER CURVE TABLE CURVE LOCATION LENGHT RADIUS DELTA C1 LINE "A" 243.73' 300,00' 30*56'17" C2 LINE "A" 253.06' 367,69' 15'12'41" C3 LINE "A" 164.12' 706,82' 09'12' 45" C4 LINE "A" 126.65' 300.00' 24'22'29" C5 LINE "A" 211.20' 300.00' 11'24'48" C6 LINE "A" 233.18' 300.11' 44.31'04" C7 LINE "A" 112.15' 300,00' 21'25'07" \�Ior 0000 00000 EASEMENT VOL. 95203, PG, 2898 D.R.D.Co.j. III ss--_ ZO, Vok, 6 i�ANQAfj�:, 21 PG. �t�AAZ�E S Al 92 -"' �D, r, ss tin 12 Ss__� Qewer n do -d) 7' SS ss--_ 10LINE "Ata LUES CONSTRUCT 4' DIA MANHOLE JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO J.W. THWEATT VOL. 515, PG. 76 D.R.D.Co. T. 25' SEWER SANITARY 22 - I ii E Q) 27 28 4 0/ INSTALL 8" WATER- 7' TYP lj PROPOSED 8" PVC WATER LINE INSTALL: 1–FIRE HYDRANT ASSEMBLY 29 INSTALL: 1–FIRE HYDRANT ASSEMBLY INSTALL: 1-8" 22K* BENDS 26 1/ 001 W Cr) 60.0, 1/2 I.P.F. 23 O+OO LINE V) A CONNECT W TO EXISTING 4' MANHOLE PROPOSED 20 UTILITY ESMT. ti 0 M 24 5) 1/2" I.P.F. 50.0, INSTALL: < —8" 11 W 25 INSTALL: BLOCK A 1-8" 22Y2* BENDS PROPOSED 2'x2' WYE INLET 20' SAN. SEW. ESMT. VOL. 93215, PG. 8992 D.R.D.Co.,T. nn n 60. 0' 28" W 4 CONCRETE WALL ss— SS— SS— ss— SS— ss--Km_�— ss— S$_ SS ss— ss— ss— ss— ss-_-->- ss— S5 SS S_ 3S ss— ss— SS— ss— ss�-- ss— i ss- — SS— SS - SANITARY MANHOLE ff-WER o- irk Existing 24" to ASPHALT ROAD CONCRETE BRIDGE ASPHALT ROAD A; r0idTING 24" WE `9 TASPHALT ROAD IBETHEL ROAD( Lo CONCRETE WALL EXISTING 16- CONCRETE CYLINDER WATER LINE E— E r E-- POWER POLE FIRST BAPTIST CHURCH OF COPPELL Z VOL. 95167, PG. 5885 D.R.D.Co.T. EXISTING 16 CONCRETE E-4 EXISTING 16" CONCRETE 0.147 ACRE RIGHT -OF CYLINDER WATER LINE SUMMIT AT THE SPRINGS CYLINDER WATER LINE IDEDICATION PER THISPLAT PEN CUT BETHAL ROAD BACKFILL VOL, 97023, PG. 3493 DALLAS COUNTY IN ACCORDANCE WITH CITY OF COPPELL D.R.D.Co.,Tx. STANDARD DETAIL 3070. PEN CUT BETHAL ROAD BACKFILL VOL. 91251, PG. 5059 REPAVE IN ACCORDANCE WITH CITY OF COPPELL IN ACCORDANCE WITH CITY OF COPPELL THE RESERVE D.R.D.Co.,Tx. STANDARD DETAIL 3070, STANDARD DETAIL 3070. OF rg&%� CONNECT PROPOSED 8" WATER TO EXISTING 16" REPAVE IN ACCORDANCE WITH CITY OF COPPELL 4 VOL.98249, PG, 23 Q_QN-CRETE_CYLIND-ER_WATEF,_ STANDARD DETAIL 3070, z D.R.D-Cojx. INSTALL: 1 8" VALVE CONNECT PROPOSED 81P WATER TO EXISTING 16" s gK °c9 CONCRETE CYLINDER WATER, TIM BENNETT tt ev top 493.3 GRATE INLET a_ss— SS SA SANITARY SEI MANHOLE _N_ Original Scale 1 50 0 25 50 100 Graphic Scale in Feet .401or 4 E.. E *I U_ 0 -Z UJ 10' GENERAL TELEPHONE ESMT VOL, 70251, PG. 356 D.R.O.Co.j. TELEPHONE MANHOLE 71.2 INSTALL: 1– 8"x8" TAPPING SLEEVE WITH 8" VALVE 10'TVNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D. R. D. Co., T. UNDERGROUND TELEPHONE MARKER SEWER WA -0 ==I 0 VALVES I I BENCHMARK; A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 XISTING 8" CAST IRON WATE LEGEND LP.F IRON PIN FOUND SANITARY SEWER M.H. WATER VA L VE FIRE HYDRANT POWER POLE —E—E— OVERHEAD ELECTRIC —SS SS— EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE _N_ Original Scale 1 50 0 25 50 100 Graphic Scale in Feet .401or 4 E.. E *I U_ 0 -Z UJ 10' GENERAL TELEPHONE ESMT VOL, 70251, PG. 356 D.R.O.Co.j. TELEPHONE MANHOLE 71.2 INSTALL: 1– 8"x8" TAPPING SLEEVE WITH 8" VALVE 10'TVNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D. R. D. Co., T. 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M MOM a ME 11MMEM a 0 a 1MMM111III1I11I1IMMM am MOM■mmommm am MMMMMMM MEN No 0�■■1�:•� IMEMEM MONO No ommm i ■fell 11 VA tMICiOlKi J, 0 mm Momom MMMMMMMMMMMMMWMMMMMMWMMM MONO am I IDIN 0 IMEME NIIMMMMMMMMMMMMWMMMMMMMMMM MM 0 MOM HE NO IN MEN MmiliiiiiiiI =M101011110 man a M11OMM MMMM MOM mmmmmmmm a No No a ..�■i. ME am �mm MOON 1MEMMM MINE a IMNM11MM OMMMM Mass MMMMMMMMMMM am IMMIN INIMMIM 11MEM a a IMMEMM am a 0 IMEMEMM am 0II1I11111I a IMEMMMMM 11MMEMMM MOM IMMEEMMMM a a am a 11101011-1111 1IMM a 110001 =am MIMMEM am am IMMEM a ==a 111111 ME a MOM 0 a a 1111MMEEM MOWN 1MEMMM am am MEN a a 11MEM MEMOMMOMMOMMMMOMMMMOOMM MMMMM MOWN MMMMMMMMMME! MOMMM IMEMEMME! am 0 111111 ■miiiiiillililim M OEM MOOMM 0 0 MOMM WMMMMMMM�m so 0 mom MM NO 1111111101111111011101110M mom M1WMM am mm��MMMM IMME 10111111111 mmm 1101011 MOM MMMM MIMNIMMMMMMM MMMIN MMMM a a MMMMMMM BENNETT s I NOTES FOE STORM WATER POLLUTION EfREVENTIQN PLAN I. Type ofconstruction will beinstallation ofwater, sanitary sewer 8x storm oener, excavation of otnanto excavation to be distributed on lots and building of house pads and construction of concrete streets. z 5aqwonxn of construction First - excavation of otrenta. Second installation of water, sanitary ao*nr and storm water, Third - street paving. 3. Total site area = 18.5 Acres; Approximate area disturbed is 75% or 13.8 Anros, 4. Pre -Runoff coefficient = 0.35 Post Runoff coefficient = 0\5 5. No information of quality of storm water discharge. Storm water drains to Grapevine Creek via City of Cnppel| storm sewer facilities. CONCRETEBLOCK WIRE SCREEN EROSION AND SEDIMENT CONTROLS 514' FILTER STONE OVER FLOW 012*x1(2*) VINCINITY MAP I�ATFR [GHT PONDING HEIGHT Main tononco/Innpeotion Procedures WATER 100 F7 3/4' FILTER STONE OVEF&plow PLANT kTION 14A l. The contractor nhd| provide and maintain q rain gouge `.moss 'IASPANIS utilizing Win. 0.1 inch increments at the project site. CURB INLET SILT emms --' ' ' '� HEIGHT COOPER HOAK GROUND) Z: BROOK �2. Control measures will be inspected at |woot once o week DROP INLET' ��B��, or within 24 hours of any 4! LENGTH (MIN.) FENCE COZBY Z - . storm event of 0.5 inch or greater, If p repair is � necessary, it will be done at the3 COMPACTED EARTH ING Z earliest prnvtiooh|v date. LEN- --'N-N PLANS ' ~`'~~`~~~'^^ CROSS BE, ]ON u. Inspection w0 be performed by the vwoorn representativeot |oo,t once o week as nuwor FROM LExvmwm � GRADE TO PREVENT CROSS SECTION well as after every 0.5 inch of rain o, greater. An inspection and maintenance | MIN. report BETHEL SITE i|| be made for each inspection and kept at the / project site. The inspection should use the operator |nu»uut}on form in the DRAINCowcms / / NOTC00 Construction \o«onxo�moc p�EnewnFA^-'~' | GRATE BLOCK � / / / � / | \ | | �Ewm+_/ [-- FABRIC TOE-INBMP Manual or other form | | | 6. Upon establishment of naturalundeveloped ` -- - `' BACK OF CU CURB INLET straw bales in disrepair may he removed, provided soil erosion 4. The ouotrootur ohcU| keep records of the construction N.T.S. CONCRETE BLOC i -- /v being vnntpn`:o. activity on the site, PLAN VIEW z Dimensions are, approximate for length of Erosion Cpntnd8LLOWABLE NON -STORM WATER DISCHARGES limits, Field adjust to nearest bale length. | ~'`~~' ~~ ~~~`^` "` PLANS I. Discharges from n* fighting activities. | 5�" S. Contractor may use approved nrnskm control filter material in \GRADE TO DRAIN AWAY FROM lieu of vtron ho}oa.z Fire hydrant flushings.ST v. During Utility Construction, inlet protection nhnU be p|nvod l Water used to xmnh vehicles or control dust. STONE WIRE SCREEN around inlets until paving of inlet tops in complete. Equivalent moovur:v can be taken to ovoid siltation into inlets o. Potable water sources (including waterline fluohings\ and storm sewer system, on approved by engineer. 5. TRANSITION TOPLAN VIEW }K During moss grading operation, filter fabric material to be dewateringg ' PAVED SURFACE used along Grapevine Cr*ok, anot and west property line|n�|trnt|on) ne ou '' DRAINAGE MUST FLOW R.O.W.AWAY needed. -� -''-- ------Y^-^--^-�INLET Zj�ION -CURB 6. Foundation footing drains where flows ore not contaminated with PLAN VIEW N.T.S. 11. The site will be reviewed by owner or owner /opnaaantot|ve on process materials such as aolvents^ STABILIZED CONSTRUCTION ENTRANCEv, o weekly basis and after any storm which generated 0.5^ of � 7. precipitation.LIMIT OF 100 YEAR FLOOD PLAN Any adjustments to arna!un control plan nU| be ENTRANCE ` ON FLOOD +'�v` m' Spr�ga' Rkohon Hobitoto' not|onde ond unonntom7notod made if needed. groundwater. THAT STORM WATER IS NOT ALLOWED NATHAN MA|ER ENGINEERS / TO LEAVE THE " X. Irrigation water.l2� Stabilization practices may include: temporary aeod!n�` ~--, permanent eaodiug'mulching, geutaxt8ao'sod stabilization, �� 9� E»t�h»r building nouh down without detargontn`vegetative buffer strips protection of trees, preservation o�+ - Original Scale /" 50 0 25 50 190 Graphic Scale in Feet mature vegetation, and other dote measure. 10 1W 10Pavement wash waters where spills or leaks of toxic or "V, 13. All construction to meet the requirements imposed by the hazardous materials hove not occurred (unless all spill material $10110 2,109 LF SILT FENCE has been removed) and where detergents are not used. Texas Commission on Environmental Quality in compliance with the Clean Water Act & EPA. 11. Air conditioning condensate. 40+ 14. Solid non -hazardous construction waste shall be disposed of in trash dumpsters or approved equal, in a location by the *rot�d i id approvedwaste .01- `| shall^ be stored~ ~'' `~ ground and in covered '""^-p"o' disposal. Solid waste Shot[ be properly disposed of off containers. Site shcII be policed daily for litter and debris LIMIT OF 100 YEAR FLOOD PLAN on ~ regular basis.RS- � 15. Hazardous waste shall be segregated from non -hazardous construction site debris. Liquid or semi-liquid hazardous waste shall be stored in appropriate containers (closed drums or similar) and shall be kept under cover. Granular, soluble or leachable hazardous waste materials shall be stored off the 1W'10 storage area locations shall be properly approved of by th we ground and in leak -proof containers. Hazardous waste 40 Operator. Hazardous waste shall be properly disposed of a ff site on a regular basis by a reputable, licensed hazardous 40 waste hauler. Note: It is not the intent of this SWPPP to supersede or 40 replace normal site assessment and remedlation procedures INLET concerning hazardous materials. Significant spills and/or contamination warrant immediate response by trained Suspected job -site contamination_-~ ~.~~.. ~, knm�' �' to regulatory authorities and protective actions taken. � 16,F��hmmomt waste concrete / = ' `� I - / /___ I I k be contained in on area approved by the Operator. ` Contractor shall ensure that adequate vegetative buffer is / �� ` present around concrete disposal areas.*r / `` ' 17. All waste materials abo|| be stored onoy from drainage ditches, owo|ae and drainage structures. Where appropriate, C�~4 containment beams shall be p|000d around waste storage oreoo' � = ~~-- � »A� /' � � ~_ ;n 18, Contractor will take appropriate m000uraa to control dust generated during construction activities. /9. Contractor will construct appropriate entryways to prohibit the tracking of dirt and debris off-site, [�� 28. A centrally located port -o -potty oho|| be p|oond and maintained on the project site at all times during construction activities. =| 21. maintenance, woandowna shall be �� ' � \ 0| performed off-site or in locations approved by Operator.T'' STABILIZED CONSTRUCTION U4| GENERAL NOTES 1. Stone nhoU be minimum 5 inch diameter crushed rock or 000eptqb!m crushed Portland cement concrete. 2. Length shall be shown on plans with a minimum length of 30 feet for 7"^ lots pnom are moe than /ou feet from edge of pavement. The | - minimum depth in all other cases shall be 50 foat 3. The thickness aho|| not be |eoe than V inches. * 4. The width uhoU be no |eua than the full width of all points of ingress or egress. 5. When necessary, vehicles nhuU be cleaned to remove sediment prior to entrance onto o public roadway. When washing is required, it ahoU be done on on area stabilized with crushed atone with drainage flowing away from both the street and the stabilized entrance. All sediment aho|| be prevented from entering any storm droin, ditch or watercourse using approved methods. O. The entrance uhoU he maintained in o condition which will prevent 00 tracking or or iloning of sediment onto paved surfaces. This may require periodic top dressing with additional stone as conditions demand. All sediment opiUod, dropped, washed or tracked onto paved surfaces, must be removed |mmed|ote|y. �go ?. The entrance must be properly graded or incorporate o drainage awo|e ~~ to prevent runoff from leaving the construction site. CONSTRUCTIO 505 /(SEE DETAIL THIS 81HEET) __1 \ � TEwm BENCHMARK; » BOX CUT wTOP mrCENTER OF INLET ELEVATION= 492.9 0 ^ 8 l� k41, I{ 1 50 100 200 700' '' II / /Go / v\ ry \ ( + / C) I 6 o pp 456 / ` � � l FSR x� -' �xpgE� I (�,, — / � ._• ,. _ � +�.• .-"�._ � moi/-\�� L'. Y !4 �� -� .. -�_ / � � 7 - / , •ni' Y� � 'a � Y fh p444- � ,�� , e� 3�.^• J�Ld'L�:.. d' 1, a5 _ �. 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T•q <4 v. .,. ”: :..- i,. %.. �i r. �; .a " .".P ," :: � .n (�� \ 4 �' :(-4 1 6 \ -i� h p + YCi 1 � f a U yry a b O 9 4 r� \ I 0 — a. 4 E / 1 •9 1 \ 0 J \ ' l vt Y , J '93 .x - / -0` 4.3 76-2-Q 49s ss �. \ f, 2 _ , IOF 7 -, f -/�- �, �' ' � `� f� - -_>,� % l •, / < ,� r / t > Blue ; h"le,r Noth �,�,��, -�: � -°� •:�_ :� �� ( � , � -� I / Rr� . SEM A may , i i v v, �; y v �) '114 /A" ll / "°- \\ j ! Ir GYq�►ANn Vg95\ — \ % I �` I\ f/. � � / \ — •+moi P96P0 1 0 -YR F OdDCAIN i ✓ R(POSED X00 -YR r\LOOUPLAIf� J� -PROPOSED FLOODWAY — .................. ♦ MICHAEL H BOYD / / ..9......81847......: PROPOSED CENTERLINE 9 L ' 1,- 4 I \ I ,A k - I jj d f R w ,.moi R:•.. \ 1' 3e �� - ., YS 4 V,r� -'i4 .ti f o-2—.'4 E: ,/'•:, '4 �'`5 aA`� J 490 i Y y;S,�Ay nTF„ A _ � ' , k DATE NATHAN D. MAI EXHIBIT 4 SHEET NO. CONSULTING ENGINEERS, INC-. FLOODPLAIN WORK MAP GRAPEVINE CREEK – LOMR r� CITY OF COPPELL, DALLAS COUNTY, TEXAS Z Two No thpark / 8080 Park Lane / Suite 600 Dallas, Texas 75231 / (214) 739-4741 JOB NUMBER 07-03-026 LDSHB OCJ 1"= 100' 03/07 7026WM03 JOB NUMBER 07-03-026