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Prel. Water,Sewer,Storm plat// g.O~G~ CURVE TABLE cRV DELTA LENGTH RAOIUS CHORD C I 10'20'25" 193.20' 1070.52' S84'50'19"E 192.94' C2 10.20'25" 197.53' 1094.52' S84'50'19"E 197.26' C$ 1'45'53' 33.99' 1106.96' S78°07'09'E 53.99' C4 64'49'57" 33.95' 30.00' S57,'22'01"E 32.16' C5 50.20'06" 13.18' 15.00' S00-1 3'O0"W 12,76' C6 90'00'00" 84,82' 54.00' S44'47'00'E 76.37' C7 28'41'25" 15.02' 30.00' N14°OT'43"W 14.87' C8 10'06'54" 25.42' 144.00' N84'43'33"W 25,39' C9 10'06'54" 21.18' 120.00' N84'43'35"W 21.16' C I 0 25'06'07" 13.14' 30.00' S37'56'06"W 1.3.04' C II 0'17'46' 5.45' 1055.02' S73'05'19"E 5.45' C 12 64.27'43" 16.88' 15.00' S89'47'00"E 16.00' CI5 82.28'52" 77.73' 54.00' S41-01'16"E 71.19' C 14 57'46'09" 30.25' 30.00' S28'40'04"E 28.98' C 15 9'54'46" 5.02' 50.00' N55'11'46"E 5.01' C, 16 22'28'50" 11.77' 30.00' N71 '01'17'W 11.69' CI7 90'15'52" 85.04' 54.00' N44'53'46"W 76.52' C I $ 90'13'$2" 47.24' ,:30.00' N4-4°53'4-6"W 42.51' 0 I0 2C 30 40 60 : DRAINAGE CRITERIA C= 0.9 Ilo0 = I I. 6 I~HR AREA (AC.) FLOW (Cfs) SANDY LAKE ROAD / / j' '. /,  ~mmmm ~mmm~ ~mmm ~mm t ~ ~mmmWm~mmmm r--_ m m m ~' ~ ~mmmmmmmmm ! L I !1/ / Jl /0 RIVERVIEW OFFICE DEVELOPMENT CITY OF COPPEL L DALLAS COUNTY , TEXAS m ,~,~,~. ,,,, ~.~.~. ,~.~. PRELI MI NAR Y WATER, ~ANI. SEWER 8, STORM SEW. PLAT DATE REVISION .:: ....... DOWDEY, ANDERSON & ASSOCIATES, INC. 522,.5 VILLAGE CREEK DRIVE SUITE 200 (972) 9"31-0694 PLANO , TEXAS 7509'3 DESIGN DRAWN CHECKED DATE SCALE JOB SHEET W.A.A R.E. W.A.A. 9- 02 I"= :30' 102-047