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HomeMy WebLinkAboutDrawingsi NOTES: 1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION. 2. NO LOT LIES WITHIN THE ZONE "A" SPECIAL FLOOD HAZARD AREA INDICATED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0215C, MAP NO. 48041 CO251 C. EFFECTIVE DATE: JULY 2, 1992. BASE FLOOD ELEVATIONS ARE NOT DETERMINED FOR ZONE "A ". NOTE: THE FLOOD PLAIN AS SHOWN ON THIS PRELIMINARY PLAT IS BASED ON HORIZONTAL POSITIONING. PRIOR TO FILING THE FINAL PLAT THE REQUIREMENTS OF THE FEMA FLOODPLAIN ADMINISTRATOR WILL BE SATISFIED. 3. THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10' PEDESTRIAN EASEMENT ALONG THE RIGHT OF WAY FRONTAGE OF ALL LOTS. 4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL INTERIOR LOT LINES. 5. BUILDING LINE SETBACKS ARE AS FOLLOWS: FRONT SETBACK: 50' SIDE SETBACK: 15' REAR SETBACK: 25' 6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABLISHED BY THE COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS. 7. CONTOURS DIGITIZED AND INTERPOLATED FROM U.S.G.S. QUADRANGLE MAPS "CLAY" AND "WELLBORN 8. ALL LOTS IN PHASE 8 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE FACILITIES. 9. ALL COMMON AREA rARA OWNED AND MAINTAINED BY THE HOMEOWNER'S ASS O 10. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION. 11. THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER (25' ON EACH SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE DEED RESTRICTIONS OF THE SUBDIVISION FOR ADDITIONAL INFORMATION. 12. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON. H.O.A. EASEMENT ACTIVITIES AND /OR INFRASTRUCTURE WILL BE REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION. 13. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT: a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH COUNTY AND STATE REGULATIONS. NO OSSF MAY BE INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN "AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO ENCROACH ON THE 100 —FOOT SANITARY ZONE OF PRIVATE WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDIVISION PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY. b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE /SOIL EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH DEPARTMENT BEFORE ON —SITE SEWAGE FACILITY MAY BE CONSTRUCTED. c.) ON —SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING WELLS ON THE PLAT. 14. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE SUBDIVISION. 15. 1/2" IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE INDICATED. 16. EXISTING LAND USE: VACANT /AGRICULTURAL PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL LOCATION WITHIN INDIAN LAKES 69.97 ACRE TRACT J. M. BARRERA SURVEY, A -69 BRAZOS COUNTY, TEXAS SCALE: AS SHOWN DECEMBER 19, 2005 SHEET 1 OF 2 OWNED AND DEVELOPED BY: SMILING MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET, SUITE 100 BRYAN 38402 PREPARED BY: ENGINEER /SURVEYOR: SMILING MALLARD DEVELOPMENT, LTD. MCCLURE ENGINEERING 3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103 BRYAN TEXAS 77802 COLLEGE STATION, TEXAS 77845 Q (97�) 846 -4384 (979) 693 -3838 0,5 J . co l'uj 9 m w ` r I ml 0 A I 1 � I I Ll -il I I L • VILLAGES OF INDIAN LAKES -PHASE VIII ARRINGTON ROAD i 'I o r O J ��O� J M�SP � Q . S O S ., ► \ .o � OS ONI IRc ► Q Z 1 1 DA KOTA 1 1 1 1 f i 1 1 E ► 0 I 1 it I N SCALE : I" = 500' 0 I 1 it I N SCALE : I" = 500' VICINITY MAP NOT TO SCALE PROPOSED WA7FR LINE — —V v v — PROPOSED DIREC77ON OF DRAINAGEIRUNOFF C � -- PHASE LINE DRAINAGE WAY — RIGHT OF WAY CEN7FRUNE - - - PROPERTY LINE (SUBJECT BOUNDARY AND ADJOINERS) - s LEGEND TOTAL LOT COUNT- 36 LOTS TOTAL LOT ACREAGE: 59.79 AC TOTAL H.O.A. COMMON AREA ACREAGE. 1.13 AC TOTAL RIGHT -OF -WAY ACREAGE 9.05 AC TOTAL ACREAGE OF PHASE VIII: 69.97 AC ACREAGE CALCULATIONS � � �•.� ; ` r1 S a ` �- € :. � %�� A � _ � �z t ig,. F � fr f . K�r f � r � tY �. t s' �� f, dvi � to �y .� �- '� � �. 4 . a �E" : r7t rt � }�tt :: ®A is an] I OF VILLAGES OF INDIAN LAIXE 0. I _4 4 �4, .I ►1 11 �, � \� ;�,� , look� �• ;, uP t � L � S.AS k5 '—" . �'� VICINITY MAP NOT TO SCALE PROPOSED WA7FR LINE — —V v v — PROPOSED DIREC77ON OF DRAINAGEIRUNOFF C � -- PHASE LINE DRAINAGE WAY — RIGHT OF WAY CEN7FRUNE - - - PROPERTY LINE (SUBJECT BOUNDARY AND ADJOINERS) - s LEGEND TOTAL LOT COUNT- 36 LOTS TOTAL LOT ACREAGE: 59.79 AC TOTAL H.O.A. COMMON AREA ACREAGE. 1.13 AC TOTAL RIGHT -OF -WAY ACREAGE 9.05 AC TOTAL ACREAGE OF PHASE VIII: 69.97 AC ACREAGE CALCULATIONS � � �•.� ; ` r1 S a ` �- € :. � %�� A � _ � �z t ig,. F � fr f . K�r f � r � tY �. t s' �� f, dvi � to �y .� �- '� � �. 4 . a �E" : r7t rt � }�tt :: ®A is an] I OF VILLAGES OF INDIAN LAIXE 0. IMINARY AT � NOT FOR R CO D O VI AG S OF IND - AK S - P AS V111 ARRINGTON NOTES: 1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION. 2. NO LOT LIES WITHIN THE ZONE "A" SPECIAL FLOOD HAZARD AREA INDICATED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0215C, MAP NO. 48041 CO251 C. EFFECTIVE DATE: JULY 2, 1992. BASE FLOOD ELEVATIONS ARE NOT DETERMINED FOR ZONE "A ". NOTE: THE FLOOD PLAIN AS SHOWN ON THIS PRELIMINARY PLAT IS BASED ON HORIZONTAL POSITIONING. PRIOR TO FILING THE FINAL PLAT THE REQUIREMENTS OF THE FEMA FLOODPLAIN ADMINISTRATOR WILL BE SATISFIED. 3. THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10' HOMEOWNER'S ASSOCIATION EASEMENT ALONG THE RIGHT OF WAY FRONTAGE OF ALL LOTS. 4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL INTERIOR LOT LINES AND A 10' PUBLIC UTILITY EASEMENT ALONG THE REAR OF ALL LOTS. 5. BUILDING LINE SETBACKS ARE AS FOLLOWS: FRONT SETBACK: 50' SIDE SETBACK: 15' REAR SETBACK: 25' 6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABLISHED BY THE COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS. 7. CONTOURS DIGITIZED AND INTERPOLATED FROM U.S.G.S. QUADRANGLE MAPS "CLAY" AND "WELLBORN ". 8. ALL LOTS IN PHASE 8 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE FACILITIES. 9. ALL COMMON AREAS ARAE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 10. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION. 11. THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER (25' ON EACH SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE DEED RESTRICTIONS OF THE SUBDIVISION FOR ADDITIONAL INFORMATION. 12. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON. H.O.A. EASEMENT ACTIVITIES AND /OR INFRASTRUCTURE WILL BE REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION. 13. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT: a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH COUNTY AND STATE REGULATIONS. NO OSSF MAY BE INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN "AUTHORIZATION TO CONSTRUCT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO ENCROACH ON THE 100 —FOOT SANITARY ZONE OF PRIVATE WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDIVISION PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY. b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE /SOIL EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH DEPARTMENT BEFORE ON —SITE SEWAGE FACILITY MAY BE CONSTRUCTED. c.) ON —SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING WELLS ON THE PLAT. 14. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE SUBDIVISION. 15. 1/2" IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE INDICATED. 16. ALL PROPOSED CUL —DE —SACS SHALL HAVE A R.O.W. DIAMETER OF 50' AND A PAVEMENT DIAMETER OF 40'. 17. EXISTING LAND USE: VACANT /AGRICULTURAL PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL i J� S OS ONI 1120 E . ` ZCS D l ul l , 0 i - - ---- - - --- -- I_ LOCATION WITHIN INDIAN LAKES Zo t � INA ii c ia I VICINITY MAP NOT TO SCALE PROPOSED WATER LINE — v v — PROPOSED DIRECTION OF DRAINAGEIPUNOFF ­=3 PHASE LINE DRAINAGE WAY —...—...—..._._... —....— RIGHT OF WAY CEN7ERLINE - - - PROPERTY LINE (SUBJECT BOUNDARY AND ADJOINERS) LEGEND TOTAL LOT COUNT- 36 L07S TOTAL LOT ACREAGE. 59.79 AC TOTAL H.O.A. COMMON AREA ACREAGE.• 1.13 AC TOTAL RIGHT -OF -WAY ACREAGE 9.05 AC TOTAL ACREAGE OF PHASE W11. 69.97 AC ACREAGE CALCULATIONS OF VILLAGES OF INDIAN LAKES PHASE VIII 1 69.97 ACRE TRACT J. M. BARRERA SURVEY, A -69 BRAZOS COUNTY, TEXAS SCALE: AS SHOWN DECEMBER 19, 2005 SHEET 1 OF 2 OWNED AND DEVELOPED BY: �`� z SMILING MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET, SUITE 100 1...�� BRYAN TEXAS 77802 ` (97�) 846 -4384 PREPARED BY: ENGINEER /SURVEYOR: SmiILING MALLARD DEVELOPMENT, LTD. MCCLURE ENGINEERING 5608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103 BR (97�) 846 43840 COLLEGE(979T693� TEXAS 3 77845 \ \ '\ \� \ ' 1 ` elopment Ltd _ , �� \ \ , / _ Smiling_Mallard_DeV. - - - - -- ---- - - -, te \\ \\ - \\�\ `\ Unplatd 96727 , \ - _ v\ ------ - A re jract WIDE Well,'Ac / cess -oo� '�•`� \ \��_ 2 2 ; -p E[VT - E. -- _- _- - 50 CI.T PPE ill / ;SERE. T _ �, 1 - _ - - ,, , ,/ , `\ `\ / ,'� �o• � , `G• `,_ _ __ - _ AMENDME FIGf� OF - -' - " NOT FOR RECORD •\ �. 1 / J Road - � \ , _3 - _ -' _ - - -- � � wA - • .. ,, � _ - .� -` - , -�• R -_ -- -_- -_ -_ ' A EE�rIE��1T ' ' AQIJILA - S0 TN �EST`PIPEL E C� - - -__ _ ', -,', �/ _ - - - - I Smiling M Ilard,' Development, Ltd. ' !� _ �S - - - - - _ _ _ _ y fJ}Z ER�v OF b r J _ ' ` ,`_ - - - - - -, \70L 50 >(F'�.. �98� - D'' WAD IPELIi�(E, EASE 'EN \ - - - - - V ILLAGES OF D LAKES Unplatted 967.2,7 Acre Tract / '`.; ` Ujv VOU\ ]rI1�4,� x/1.15' l '' 1 1 ' /' 1 �°' �� �°=� - - - - - -� ��� LIQUID RRO[)UGT_S PIPELLN - - / /AS �A �H / N- C i ' I1`31 r ' /' llr \ , • - - - - - _� �- ° - -__ _ - _ - _ 6' OIL `PIPELINE.' / _ 5/ �! ; Lu _ s �\ - _ = _ = - - = - _� � (� SE � _ PHASE VIII LOT 7- ��, \ , ' \ \\ \ / / ' /' BLOCK 5 \,O _ _ \ \\`` --- _ _- - -- =-=ai \ _ -` 1 - - - \ , _�\- Vi -- �� - 1L_` = - - _ - � _ _ ME, /'/ p ��,(\J , - °h'` 14 AC_ - - , C - =-- -\ - - - =` `- - - - \ '1 - .-- "_. B \l - - - -• - - - - - - - - _ , \ _ i= -lr % ° f7 - - ice _ -r = - - - - _ -- - - -- - - -_._.. - °- -•-- -a 69.97 ACRE TRACT - 1 'P i ' \ LOT 30---- - - - - -- _� rim - � -_ _ z _ ����� _ Q ' \S ° r / 2.18 AC p b �9,. , o�. ' /',' ,',' ,' - -- - BLOCK 1-5 --------- - - - - -- - 2 34 .28. 232:os' 1 '3 ' == -°� -= J. M. BARRERA SURVEY, A -69 �\� ��'� /' ' /' / /' //' ,' ��51;'' /111 0 -19. -_ ___ \` \ \I 1 . 23o. - /, ,' ► ,� /_ _ X 1.17 AC_ _� _ - - _ L.O - 29 - - _ ' , H'O� A: - Eornnn _ _ - - X20. �3' // BRAZOS COUNTY, TEXAS \ _ �- �i _ - AC 12 -_ ' y (0. 4 ) , Q /, �' -- -" -' ' -' I �� NI BLOCK 15 �� LOT 2r8 \\ � �` �\ � ,- - mina e SCALE: 1 100 DECEMBER 19, 2005 C 8. - ' L ©�` 32 -,L OT 7 _ g 2 �/' I i�c .D /' / , I \ S N Q �•�' �O \ y� I , (� VC Pub \ O . - , - ,' ,' , , ' ' ,' ,' , " BLOCK - \ �- - - \ 86 - - =-' - - - - - -1 .- 08-AC- - - ��r_ _ ` BLOCK 15 °a� , �, _ o - , 'Easement SHEET 2 OF 2 C, , .� _ 1 _ _ - - - - - , - -, BLOCK BLOCK 15 \ ° �>; c �- ' Q /' �' _ - - -, \\ \Opp \ , 1- 44 AC ` , �'��_ �- - LOT 26 ---- , - - OWNED AND DEVELOPED BY: ' cc \ / "� 1,.60 AC \ (>01 CR - 88 `�S' 1 \r,56 \ \ AC `\ _ �� _ _ _ _ - SMILING MALLARD DEVELOPMENT, LTD. R,� R '\ \ _ _ - _ _ - 3608 EAST 29TH STREET, SUITE 100 _ -. 6 09 • W: 1 VF - - - - BL -OCK 15 , �; ' - - \ \ \ % - tb - - - \�- - - - -'�- _ , 87, 3 , . \ \ ` _ _ _ _ _ q� BR �97�) T 846 4384 02 1 , \ ` \ ; �;�;7 ; - - - . - _` \ �� _ _ _ �- - -, h �, ��" p �Rl �\ s �_ 'o ` `, `, - - 1:81 - AC ` , LOT 25, _ W PREPARED BY: ENGINEER /SURVEYOR: BLOCK 9 \' , -'' - ,� /�� �3 ? �, t, - - - -- - �\ � -__ . \ _2 \ , - - - -, � ' � BLOCK 15 " _ _ . � �i 34 � -\ � \ SMILING MALLARD DEVELOPMENT, LTD. MCCLURE ENGINEERING 3' 0'4 AC -' - " - ' ' ' _ {/ \ LOT 33 5 , �F 18 _ - -- - 2 13 AC 3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103 \ \ \ \ _ _ b _ _ \ \ b'�, Q _ _ _ _ _ _ _ _�5_ _ _ _ _ _ _ _ ��* , N� O BRYAN TEXAS 77802 COLLEGE TION, TEXAS 77845 � �-9 - - - -- - BLOCK 15 2 -_ ;� F \` PRELIMINAR f (97�) 846 -4384 (979) STA 693 -3838 ' -,.� -�°c LOT1 '' �'• �I \ 1_20 -AC --- o�-- __ - - - - -- teC / / 8x8 " - I , - - - BLOOT 15 ----- - � \y .� �- � ��� ��/ LOT 34 ' , ''r6 7 � \. _ 157.42' '� ` . --• - - \` / 11 \ \ O,Q ` BLOCK- 15 - - -- - - - - -_ 1 9 �,\ `\ 174.85 = \-�3 ss� °, . ' - ,z�. ��\ ' � ' ° 1.44 AC hi \\ . I I s� \\ � - - - -____ s \ 1 F 1 ` \ LOT 3� r -- �� .� �: ___-- - - -h__ LOT 35 LOT 36 I 1 ��_ \\ y Z�3'\ 1 _ _ ---- - - -_ -- ,BLOCK �`, ,_ - -- H.- O.A__common ��,� - \, � \ " <,� '" - Fs \ ♦LOCK 15 of BLOCK 15 ^� I LOT 23 ��'° `\ _____ ______ _ _____ ' _ -- \ ' 2 Area A (D.�4�AC) , �� \�� , .J ,\ �, I - - - - -- _ IN 1.88',AC s �o \ �2�802, - - - - _ NI N 13 I •BLOCK 15�� LOT`24 ��,�. ' - � ° \i , \�� \ \ _ 1:68 AC 1.3.3 AC i I N Ni o \ ` \ \ _ \ - I 1.33 AC BLOCK 15 _ \ \ \ ` we \\ P d _ �Zo- ,' `�� LOT 2 w ,'' �� . ` � P u E . 6 ,,, Waterline- -•�1, I , \ \\ `\ \ - , mo d ' ' F, ' / �� \ \ - _ _ _ _ _ _ ' I I 1.48 AC ��d' ' \ ` \ \ \\ \ \Smiling Mallard Development, Ltd. ' os - BLOCK 15 - - \ 2 p2• ��� I ; Zk \ I \ 'o� \ \\ 1 ' Unpla`ftad 96 \ 7.27 Acr \ e Ti ,'L= 37.63; \ ___ 4_5._72' 17 "' 3 , L 1.60 AC , ' % / "` ' � -_.... _--_ - - - -. 4.54 0, , � �� 46.03 �\ - - - - ___� i _ - 17 4.61 , , \ \ ` \ ( H j LOS' 5 ,'t�O ; ,'' /, / �" _\ - - - -- 3 31.9 1 - \ \ B 14 •0 353.89 - - - _ �I / (' / 49 / � � ®C K '' �� \ , .� .�. '' . 4Q / / / � \' \ `\ ' ._ I, / 8 ° ' i � ' S 7/ ° r03" E _ f ` \ \ \ \ \ / / \ " ' � �4" Wc�terlin� ' �' "--_ ---�. E 506. ,' 04 � 1 I 5� i I \ 2.58 AC ' ' o � �\ _'3 1 \ ` - 80.00 1 1 \, 84 AC / LOT 3 ° • -- ` - IN M N 71 °49.03'• 892 \\ \ \ \ / ° J / l , \ \ \ , 1 _ \ \ \ \ \ \ \ \ \ ' \ L =69.38 ` \ �- � d.r � '\ 220.43 � - - - - - - -- ` \ •�� BLOCK 15 1 191 .9 - 7 ' - - _ \ p_ 25 12 I� Ii, , _ ` \ \ X 39? 1 \ \� ! , \.• I 185.00' i 3. 53 ' , - - - _ _ _ _ `\ W ,'1.24 AC,' �;£ �L \ LOT 7 \\ ►� LOT 8 i I moo.,' Zs \, , `\ \ `sc .' r'; = i oo''` \ .. 6 - BLOCK\ \� \6\\, 'S 03 5 N BLOCK 15 0 ► 3 I o' ' LOT 22 \ \ \ 8 49 E 25'62 0 O ` \\ �� \ _ LOT 21 , _ - - _ 1 40 �C 118.84 0 _ 5 _ \ \ M 1 1 2 41 AC �' \ y . \ °� 34` ®`� ,� ` \� z \ y \ \ _ x _35.2_ , I , BLOCK 15 �� LOT 2 LOT \ \\ / i t t \ \ \s �� \ \l� \ 1 , i _ `, \, \\ `, \` \\ 336 " �� BLtSCK 15 NI' BLOCK '15 1 ' 'I\ \ ` �LO,CK BLOCK 14 \\ 3 , \� N� O \ ' ' \` \ \ ' \ - - 1.35 AC / 00i BLOCK \\ \ LOT 4 ° \ - \ , , ` ` ` 1. AC W ` \ 1.83 `.AC ®T 1.31 AC �� �; �� �\ `, 1 �� \£ \��,� 1.50 AC , -1.86 AC ��,, o `\ \ -- - - - - -- -- L, 6\ BLOCK 15 ��\ , 1 1 _ a \ � °' \; `\ \ \ �\ `\ \ \ 'I \\ `; L,QT 9 �' \\ s us 10' H.D.A. Es t. \ \, �\ ,t 1 Conservation \ , BLOCK , 14 CO 1.36 AC 9 - \ � \ \ \\ `\ \ ` � N \ • � � _ - , _��' P.U.E. _ ' - - � \ Bu ffer \ \ OT ` - 1 . 5 9 �► ' \ , �, , ` .� ` _ B LOCH 15 �-_ _58 66 _ _ - - 1 85. o - ` , - \ , \ \N 5 \ 2.00 AC , 5. �,� \ \ \ \ �2p ` - ___ -- 112. L =6 \,\ ---- - - - - -- 62 �, -� `\ Q cn I�,, \ ` \ \ \, \` . \�, . \`\ `\ ` \ 1.5,1 A�C o ---- ���\ \ \-- - --?84{ \\ I \ 65 1 \ \ w _ M v BLOCK 15 r I L ®� 3 JA E CA NYON - - _ , _ _ \ , 3� - - - - -- -- N --_ -_ E - -- -- � 214 AC ' BL 14 ' by ° LOT 5 N ` \ \\ \ `\ ',�.` \" C R.O.W. 24' Pvmt.,,1 832 - ---- � � _ ------ _ -_ - I 1 > / (� _ - - _ _ L _ - - w ' w M . -y M _ 20 - / LF, \ 1.29 0-` C \` \` , - � � 1 - BLOCK 1,5 \ \ .\ . \ \\ \ \ LOT TO o, -- - - -- _ -;.. _ _ _ _ _ w _ >< w , _ w \ �h \f 1.0. A. `� `\ \\ - \' \\�` �LO�K�15 _ '\ 150.0 ,_ '136.46', 0. 0 0 , 1.46 AC ` \��. /��° Area B (0. \ \` `\ �, �_�_ - _ - -_ 156.40 - 11 9 \ \ Wote \� \ I 325.8 / �� 1 & Public Drainage \ ` `\ ` _ `_1� ��AC dine \ 4 3 0 n t \ \ - _ ' ` \ ` ^�, .LOT 11 _ , 1 LOT 14 1 \ BLOCK 1 s Easeme \ , �,__ 1 \ \ \ \ \\ U ' \\ 1.30 �� / ''9•' \\ ' \ , \ \\ ' \\ \\ `?- �� ; \ . \ \ BLOCK 15 ��, _ I� BLOCK 15 \ LOT �, _ _ \ \�. . _ - - -'' B \ \\ \\ \\ \ \`�,� '�`\ _ _ � AC' -- _ LOT 1-3_ \ - - -- _ \ \ _BLO�K 15 ____1 48 AC \ BLOCK 1� \ �/ \ `\ ,/ /, / , ,/ _ \ , \ \ \ \\ \ \ , \ \\ _` \ \` \ \ \ \\ , \ \ ^ ■ / ..� \ 3 \`\ \ \\ \ \\� \` \\ `\ /' \ ` \ ♦\ ` 49 AC r ` `\ ` ` \ \ , \: ` ` ' . ` ` ` ` _ \♦ ,y am BLOCK 15 g4 ` ,• \ g4 \ 1.29 AC I I - -- o \ 1.51 A \ \ _ / \ 1 1 \ _ _ _ _ _ _ _ _ _ ; ` - - , 2 _ ` . - / , _ _ - - -TOT 15. , - A 6 o I i ,LOT\ 17 , \ - _ __--------- BL-OCK15 BLOCK 15, _ \ LOT 1 _ s ° . \ \ BL aCK 14 \a .37 Ate - , - - -- - ��° 5 - - -- -- �s °, -_'' \\ `- ��----------1. -89-AC -- -- 3119 AC \ -- _ ��- ` \ < I vi 00. - \ ` \ `\ `_ - - - - _ - _ -- - - .\ \\ . \ - - -- � - L - OT 16 w ;� , IN. 0.A. ,Common ` \ \\ � \\ - -- _ -'� - _ _ N,� ' (0.15 \, AC) ` �\ �'____ BLOC1� _- � -�o� Area - C � \, \ \ `BLOCK - - -_ - W� , \ � _ - .. _ _ ` - • &'Public ,Dr- alnage - . \ \ , _ _ _ \ _ _ \ \ _... - _ _ _ _ _ _ 2.05 AC _ \ 1.20 \AC 1 .\ _ _ _ - - - - -- -- _ _ _ \ - , ---- ---- . 172. - _ 1 1 I Well .Access Road \ ` Conservation r , 1 , Smiling .A4allard Development, Ltd. t0 be�abondoned ' Buffer _ \ `\ `\ `� Unplatted 967.27 \ Acre Tract _ _ I \ 1 \ \ 1 \ 1 \ I \ 1 \ .'