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Old Coppell TownhomesBLACK ON to, LN I I W. MIA I No Milm ME[P 01vo, PROJECT I.D. SIGN N. T.S. PROJECT I.D. SIGN N. T S. Tooled Joints Random 0 18 " -30" Integral Concrete C Curb &Gutter is #3 Bars Con t. 0. C. CONT. O.C. 12" I j Coop e r Lon e (Ex. 50' R.O.W.) HO -C 1 12 PD-8 iisF7 ' STONE BASE JWi Additlon / / IQ" V01.2001165 'Pg.0098 \ I C7 \ M ~ 1 11 / V01.802471 VAg 0001 \ NEW 6' 8 RD ON 14 \ \ \\ / / (REPLA Sri of \\ 03 S 87.35'53" E / 297. o 6 ' 1 001E - T en 8735'53" E 95.71' 16.3' X5 Open Space (110A) / F Q Robert E. Lewis and wife 5' Access I N 70.07' 15.9' \ 44 Judith M. Lewis Esmt. Z I/ ` 114 5' (H0A) to Vol.2002049 Pg.7114 1� �s GAZEBO / . POOL � ( 4Sr7 t teas y t1 N 89'44'33" W r G 7 .�• .y11h `s 10 \ h^ Jean Murph = lI51• 99.33' t Vol.84048 P9.6338 tailed 010 cc NEWS BOARD ON N 0 T E H lS( �QNQ„ TO BE & Topsoil Lime Stobalized #3 Bars 0 24" o.c. (Typ.) Compacted Subgrade CURB DETAIL W/O SIDEWALK N. T. S. Finial Some Finish As Pole Alzak Disc Reflector B780R 15 114 "x23 114" Polycarbonote Acorn Advise Glass Refractor Type 5or3 Bolost Compartment .250 Wall Thickness 0) 70 BOARD CEDAR FENCE ` $ ® p R36.5 cn 9' ( { 16 / N 0: (REPLACE EXISTING) R5' TYP, N 89-53'.34- - I {<( r " ' N Brtck NEW 6� BOARD ON _ N 89-44-33 W w 100.66 (h { Favers ( ,, BOAR CEDAR FENCE LL� - - (il 149' \ 99.85' a �2�q1 -, Lt , © 11 ► \\ + (RE CE EXISiiNG) Charles R. Price n` 7 E r i,� \ a 21. . p VoL called 0. Pg.5529 , r �4 R38:5° � Q 98.00 � v \ / - 1 - - called 0.2111 acres ' O .••- -= �^ _ I� { i 7,:-2 j -- 514 - / / 5' Access \ o A A i / a Coppell1 Village I Esmt. 89'44'33" w t1337' Open Space (HOA) �` ? �° to "'� 12 / N ) Vol802S P9.0001 i S $Si2 01 t 180.69' cr cfi �I $ " 4 ' . A_ - 9' 3 2361 33.00 A26 ^;„ i / { \ Phhse One, 15, Phase Three $..1w�..=.r�.r.. �� T t5' - - BLOCK "A" em • ik 1 .5 $ 6 Open Space (HOA) t($ �\ Phase Two PD- ,I // / i C l tbo - - FF 514.810'4' X2 \ 4 v 17 j 0 FF 515.5 FF 515.1 to $ G 1 $ °i 2 3 M 4 �i 5 '8 v 6 Iw yda _ 4/- Q r„ - _ yr M ki ui ° qo 0. �y�, { \ r - il'\ \ // n ,- O O O Q ,,,, ' ° y 5' Access / / ® ® © 0 0 ( 7 . 2.6 18 98.00 W , / Esmt. / e* 15.00' 15.2 ' Ci `Y1 24' 25.6' _ 151• 20' 3.4' 20.3' t 5 20' 32.5' °p \ \. 21, / C2 3233' 42. 0' 33. 3300' 4200 X4.59' \ 8.00' ' PD-8 (SF7/ j ITJ tiJ /'/ 18' 18' 20' 19' 15 ^y ( { �-- Y I i Ignage l J� //! w °• N 40'05" W30.4355 15 15 22 N 20. ' R 6 I 11 w i ra I 98.00' CX I 1 t00R1 ° to is 81- �5' 1 Q _,4 1/ 1 \_ ___ "' 16 bt f N / i 1 (� / C4 32.62' g' 42. 0' 33.0 ' 33 0p' 42.00' OQ' 5 . 8' 5 " $ l NEW 6' BDA�D ON {/ i500' 14.8 C3 - «. i 24 ✓ 15.1 77 2 R.0 ;A. . W 1 BOARD CE60 FEN 20 229 20 ( C h5.0 tr, 1 (REPLACE q1SnNG, 15' B.L °`0\ - - ©, lw l .1�. 27 $ " 98.00' 1 1 1 / / ) co 1 _ y 2 3$ 4 5 $ Q 6' 0 2 '/ 1.� 1r s FF 515.2 $ 9 I C' /17 BLOCK "B" A. V) ^ _-_ 1F 514.7 a0. 2¢ 8953 �+) \ ! 20 / i - Phase Five' 16' ,/ 4001\ t \ 4200 15 T3gp4 Phase Four �B0� pD , . S.GD Q $ Phase S6 5 89'40'0 � E i 478.38' _ ..... LOT 1 Jalal Khorrpmf LOT 2 Vol.2001139/Pg.1167 3 called 0/422 acres CS / �- Coppell Rood Business Park O C / { Vol.87106 P9.4393 H H Coppell Road Business Park Vol.87106 Pg.4393 { r " to 3" Tapered Pole .125 Wall Thickness 6063 -76 Structural n o Grade Aluminum Pole Welded For Single ? Unit Construction �IIV%T SIZES Access Door Secured. -With Stainless Steel Steel Allen Head Screws 18" Dia. Hexagonal Base, .875 Floor Thickness Four Anchor Bolts and One Ground Lug TYPICAL STREET LIGHT N. T. S. Unit Type SgFt A 1700 B 2151 - 2559 C 2580- 2616 0 2376 E 1561 F 2897 0 3007 H 2750 1 2800 ®- DENOTES UNir TYPE. LINE TABLE LiNE LENGTH BEARING L? 25.00' N89 5334 E 1.2 - 13.12 ' S87'52'37 "E L3 2.84' S0006'26" L4 15. 3' 5290756" N0TE11 CURB OPENINGS :SHALL BE STAMPED CONCRETE N0TE.11' ALL propos4d 'brick' paver bands within the JOW must be constructed with stamp d concrete N0TES�l 1. STREET PA�EMENT WIDTH SHOWN iS FROM FACE- OF -{CUR8 .7O FACE -OF -CURB. 2, ALL RADIi ARE 2.0' UNLESS OTHERWISE NOTED 3. DENOTES UNIT TYPE. i i i i i t { CURVE TABLE CURVE RADIUS DELTA I LENGTH CHORD I BEARING Ci 100.00' 15'12'13" 26.54' 6.46' N82'03'59 "W C2 100.00' 1572'1 "' 26.54' 26.46' S820359 "E 03 100.00' 15'12' 24,154' 26.46' N824349 "E C4 100. 572'9 26.54' 26.46' S8243'49 "W 05 5a.001 1813'0 1g.90. M 83' N0947'25" . 06 50.00' 2372'24" 20.25' 20.11' N3036'08" C7 50.00' 6429'43" 6.28' .36' 74.21' 1" C8 5.00 1717'3B" 15. 9' 1 .03' S64'45'08 "W C9 50.00' 0715" 21.05' 20.89' 544 0242 "W C10 5 , 23 40' 0.66' 20. $20#06'44"W oil 50.0 ' 52'28'28" 4 7 ' 44.21' 51735'50 "E C12 __22001 1451246", ' ­39.4 38.44 S 6'46'2ZT Basis of Bearing: Deed to R.L. Robertson, L.L.C., Volume 98170 Page 5891 40 20 0 40 80 i" = 40' LOCATION MAP PROPOSED SiTE IS NOT LOCATED WITHIN A FEMA 100 Yr FLOOD PLAIN AREA. _S.ITE. DATA Proposed Use: PD-197R -7HI Min. Lot, Size. 3000 S.F. Min. Unit. Size 1300 S.F. Max. Bldg. Height 28' (To Mid Point of Gable) Land. Area: 3.81 Ac. (Total) 3.13 Ac. (Townhome) U Density. 7.0 Units /Acre (Townhome) 2.94 Units /Acre (Commercial) w 159 Open Sp ace (Townhome) (12,956 SF) 4 85,177 SF (Townhome) Coverage: 549 (Townhome) SANDY LAKE RD. Min. Rear Setback 15' Project Setback 20' Min. Side Entry Garage a;. Site Front Setbacks 437 L.F. Setback Avg. 20:81 Feet (Based an 21 Lots) BETHEL ROAD V BELT LINE SOUTHWESTERN l,B.J. 35 LOCATION MAP PROPOSED SiTE IS NOT LOCATED WITHIN A FEMA 100 Yr FLOOD PLAIN AREA. _S.ITE. DATA Proposed Use: PD-197R -7HI Min. Lot, Size. 3000 S.F. Min. Unit. Size 1300 S.F. Max. Bldg. Height 28' (To Mid Point of Gable) Land. Area: 3.81 Ac. (Total) 3.13 Ac. (Townhome) 0.68 Ac. (Commercial) Density. 7.0 Units /Acre (Townhome) 2.94 Units /Acre (Commercial) 159 Open Sp ace (Townhome) (12,956 SF) Gross Building Area: 85,177 SF (Townhome) Coverage: 549 (Townhome) Min. Front Setback 15' Min. Rear Setback 15' Min. Front Entry Garage Setback 20' Min. Side Entry Garage Setback 15' Front Setbacks 437 L.F. Setback Avg. 20:81 Feet (Based an 21 Lots) Sideyard Setback 38.84 ft. Sldayord Setback Avg. 19.42 ft, SITE PLAN OLD COPPELL TO'WNHOMES 21 RESIDENTIAL 2 COMMERCIAL LOTS LOTS 1 -17, BLOCK A LOTS 1 -6, BLOCK B BEINO.A 3.8217 ACRE TRACT IN THE J. W. ANDERSON SURVEY, ASST. NO. 18, CITY OF COPPELL, DALLAS COUNTY, TEXAS Owner / Developer Engineer - Surveyor: KURT JONES C &P ENGINEERING, LTD. 12221 Merit Drive, Suite 760 1801 Gateway Blvd., Suite 101 Dallas, Texas 75251 Richardson, Texas 75080 (972) 250 -2990 (972) 644 -2800 Fax(972)735 -9976 Fax(972)644 -2817 Nov. 10, 2003 Job No, 02052 Sheet 2 of 4