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1979V412P225I N 84.34' 34 "W - 111. 15' Aa. • 's Ip d II O A�� N84-53'09"W - 47,63 S52•38' 19 "W - 76.96' r `o �� \ I / 001 J t d . O ! U S ARMY CORPS OF ENGINEERS /• , _ \ •�� Z-100 YEAR FLOOD PLAIN LIMITS 540 "E - 86.32' -- 11 S86- 38'05"W - 93.71' \ / 1� oil \ EL T 247 1111 q 0 0 a \ f � ` • 507.51'16'E - 46.03' — I \ 23 f \ �- Wf I _ ° O• X �SSS 22 III 5 8'' 4 i L4 1 21 j ° { � 1111 GO 50'Radius O I 18 p lo 18 a � c �` F 1 op.e/' a/ a� / Airy , I y V , _ti o 41 72' 15 3 L_ 20 e CV 6 Os • 1 \ 4 y 6 y / a 16 ro a o 0 c v d \ \ \ � P t 1 _ / , ?� o 6 0 44/ 9 42 9 33. ct, /os )' b . 91 ) CORPS "v, w 50' Rodios Q - ELEV 248 l 1 L % 14 G / • .'5 42" E I �'„ \ 9i Q• `'� 4343 @ 6 \ @ /0 39.26 ' �ry� �n ° ' /y 9 / \ F �- 90 13 (; I� 16 \ ?p I V > 4 41 3 \\ • °� \� @9 J e • o O \ \ 92 30 ?2 E�Oi�•V c V. �" 15 ct/ / O/ ,\ O 6 \`aA 12 1 • 0 0 P,\ > / W -_\ S 60 r / o P �G s - -'\_- _43T E ., O \ 0 12 @ f, n OM i 1 116 47 PA / o_ > / b" ��/ r ry /y 7 Fs 50' Rodtus a y ti II o, 13 a H 0. ry/ N S O a UUV r a It lb S >:o15,29 a \� N , . 8 .� 03. A� S J P V 5 ARMY CORPS OF ENGINEERS /2 g• 45 �� a 9 . @ _,_ 0 - �\ 0 0� 43 rD \ -�\ 9 d'o ry /00 Y£AR fL000 PLAIN LIM --� i O _ _'�ii 2 0' - i v t � /� ss �• `\ ° ° P o- e `'��.c o m9 . J� 47. \ 4343 p ;:+ 50' Radius 4. o ti/ ` ,II T " @p _�.s, O 11•o ��\ ,� N to \ WI" • °a op 10 + w I ps.Og , w • Fo �9sBp4 �' 9 N J Al o 1 I^ CID � UI n p m J1.s\ �O ggN3�O97 0 _ WL T'� .rL ¢ '� v , , 6 f1. i,L 6',,., \\ P4 Bi O n 132.) r0 rilifY E��'i 10 3.p0 O I oI . `�• �$ 25 I I YO� i 0 s 9 I o 8 ! b ^r o wo ^ t 1 ' I f j 4o Do 68. 51 "60 E 243 .0 o o r 7 �n I 5 1 I 1 N N o - V - 09'48 �__y Eo iMvey $1 O / 37 j f ti 1 \•�\ �f-2 .3q._s-0p R. o. w v -- N050 12'50 "E- 118.26' S -.4q" c- _ o 4 m n s@ ° 51 , 10. V - E r A4p 1g1.6E - f r 1 SCALE I "= 50' NOTE: A MINIMUM SLAB ELEVATION OF 249.50 SHALL BE REQUIRED FOR ALL HABITABLE STRUCTURES CONSTRUCTED WHOLLY WITHIN, OR PARTIALLY WITHIN THE 100 YEAR FLOOD PLAIN. NOTE: FOR CURVE DATA AND GENERAL NOTES SEE SHEET NO. ONE NOTE NO DIRECT ACCESS TO AMBER RIDGE DRIVE SHALL BE ALLOWED ON LOTS 1,6,7, 14, 15,20, BLOCK ONE ; AND ON LOTS 7, 14,15,18,8LOCK TWO EMERALD FOREST FUTURE DEVELOPMENT SHEET TWO OF TWO 11 1 .l+l- qI?,/ - - FINAL PLAT EMERALD FOREST PHASE ONE 21.08 ACRES MORGAN RECTOR LEAGUE ABSTRACT NO. 46 VOLUME 389 , PAGE 407 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE 1" • 50' JUNE , 1978 PREPARED BY JERRY BISHOP 9 ASSOCIATES, INC. 1804 WELSH STREET COLLEGE STATION ,TEXAS ►1 1p .• 0 A • A I N 84.34' 34 "W - 111. 15' Aa. • 's Ip d II O A�� N84-53'09"W - 47,63 S52•38' 19 "W - 76.96' r `o �� \ I / 001 J t d . O ! U S ARMY CORPS OF ENGINEERS /• , _ \ •�� Z-100 YEAR FLOOD PLAIN LIMITS 540 "E - 86.32' -- 11 S86- 38'05"W - 93.71' \ / 1� oil \ EL T 247 1111 q 0 0 a \ f � ` • 507.51'16'E - 46.03' — I \ 23 f \ �- Wf I _ ° O• X �SSS 22 III 5 8'' 4 i L4 1 21 j ° { � 1111 GO 50'Radius O I 18 p lo 18 a � c �` F 1 op.e/' a/ a� / Airy , I y V , _ti o 41 72' 15 3 L_ 20 e CV 6 Os • 1 \ 4 y 6 y / a 16 ro a o 0 c v d \ \ \ � P t 1 _ / , ?� o 6 0 44/ 9 42 9 33. ct, /os )' b . 91 ) CORPS "v, w 50' Rodios Q - ELEV 248 l 1 L % 14 G / • .'5 42" E I �'„ \ 9i Q• `'� 4343 @ 6 \ @ /0 39.26 ' �ry� �n ° ' /y 9 / \ F �- 90 13 (; I� 16 \ ?p I V > 4 41 3 \\ • °� \� @9 J e • o O \ \ 92 30 ?2 E�Oi�•V c V. �" 15 ct/ / O/ ,\ O 6 \`aA 12 1 • 0 0 P,\ > / W -_\ S 60 r / o P �G s - -'\_- _43T E ., O \ 0 12 @ f, n OM i 1 116 47 PA / o_ > / b" ��/ r ry /y 7 Fs 50' Rodtus a y ti II o, 13 a H 0. ry/ N S O a UUV r a It lb S >:o15,29 a \� N , . 8 .� 03. A� S J P V 5 ARMY CORPS OF ENGINEERS /2 g• 45 �� a 9 . @ _,_ 0 - �\ 0 0� 43 rD \ -�\ 9 d'o ry /00 Y£AR fL000 PLAIN LIM --� i O _ _'�ii 2 0' - i v t � /� ss �• `\ ° ° P o- e `'��.c o m9 . J� 47. \ 4343 p ;:+ 50' Radius 4. o ti/ ` ,II T " @p _�.s, O 11•o ��\ ,� N to \ WI" • °a op 10 + w I ps.Og , w • Fo �9sBp4 �' 9 N J Al o 1 I^ CID � UI n p m J1.s\ �O ggN3�O97 0 _ WL T'� .rL ¢ '� v , , 6 f1. i,L 6',,., \\ P4 Bi O n 132.) r0 rilifY E��'i 10 3.p0 O I oI . `�• �$ 25 I I YO� i 0 s 9 I o 8 ! b ^r o wo ^ t 1 ' I f j 4o Do 68. 51 "60 E 243 .0 o o r 7 �n I 5 1 I 1 N N o - V - 09'48 �__y Eo iMvey $1 O / 37 j f ti 1 \•�\ �f-2 .3q._s-0p R. o. w v -- N050 12'50 "E- 118.26' S -.4q" c- _ o 4 m n s@ ° 51 , 10. V - E r A4p 1g1.6E - f r 1 SCALE I "= 50' NOTE: A MINIMUM SLAB ELEVATION OF 249.50 SHALL BE REQUIRED FOR ALL HABITABLE STRUCTURES CONSTRUCTED WHOLLY WITHIN, OR PARTIALLY WITHIN THE 100 YEAR FLOOD PLAIN. NOTE: FOR CURVE DATA AND GENERAL NOTES SEE SHEET NO. ONE NOTE NO DIRECT ACCESS TO AMBER RIDGE DRIVE SHALL BE ALLOWED ON LOTS 1,6,7, 14, 15,20, BLOCK ONE ; AND ON LOTS 7, 14,15,18,8LOCK TWO EMERALD FOREST FUTURE DEVELOPMENT SHEET TWO OF TWO 11 1 .l+l- qI?,/ - - FINAL PLAT EMERALD FOREST PHASE ONE 21.08 ACRES MORGAN RECTOR LEAGUE ABSTRACT NO. 46 VOLUME 389 , PAGE 407 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE 1" • 50' JUNE , 1978 PREPARED BY JERRY BISHOP 9 ASSOCIATES, INC. 1804 WELSH STREET COLLEGE STATION ,TEXAS ►1