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Home My WebLink AboutDrawingsROW ESTABLISHED FROM GPS OBSERVATION. NORTH AS 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NO DEDICATION NORTH2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN 0.101. ACRES ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR R.O.W. VARIES BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 5.96' , , , 48041 CO325-E, EFFECTIVE DATE: MAY 16, 2012. --L�-- -----------�9''E ®6'------------ -----------N4�3'-48'�-98:3'------------ 1:�2 ----- P141° �2-54AE---242:4�' ------AI4t�9-1��--1�8:�8- DS T ALL LOT CORNERS AND ANGLE OI 60.13' -19. 9_ _ - - - 186.33' - - -54Z 39' 3 W_37LSf 152.50'- - _ _ 32.69- - - - 119.81' - - - - - - 152.50' 125.95' LIS - _ - _ - - _ - - �2' S4'- _ - - _ _�! �� 12� " 128.73! _ L$ 3.50' 3 REQUIRED BY THEA SUBDIVISION REGULATIONS OF THEPCITY SOF S COLLEGE STATION. / ` L% y W I 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. WATER SUPPLY 20' PUE I 20 PUBLIC 1 , � CORP. EASEMENT, ( (TYPICAL) I UTILITY O L i ` 1 5. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGq PATTERNS. 6050/67 EASEMEN( 6050/67T, ( I I I ( J ►� Q I 28 '� ORRROW TO NATURALSWILL DRAINAGESV HE EXISTING EY RUNOFF OCULVERT DRAIAGE y X(S TURES SHALL O- I I� ��S / BE PRESERVED IN THEIR CONDITION AND THE NATURAL OW OF 20' PUBLIC\ CP I " I �I , �. ----� `,�j LOT 1 (� EASEMENT, WATERUCR IN THE EXISTING DRAINAGE WAYS SHALL NOT BE D. UTILITY 0; ` \ �� ' � I o � H '� 16y PUE 1132 ACI . 6050/67 , V I N co ( t -I I w (TYPICAL} .. ( 6. LOTS ARE TO BE SEWERED BY INDMDUAL ON-SITE SEW GE 4�d / j / ` Z (N NI N N I FF = 283.0 I / FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY &STATE VIP// LOT 18 I BLOCK 1 I I L 22 ' � '-\ OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN �1�, ' "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS /'� LOT 17 '� 2 LOT 19 2 ( LOT 20 2 Z 1.044 AC. ° 22 COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE 1.070 AC. I w �)I LOT 21) I \ N42 18 12 E N 310.54 7 WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT 1 0 1,022 AC. 0 1.021 AC. of OI i '- ,,F, OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF',SECTION .115 AC. I N CIS!01 ' cV 1,020 AC. N / O� - - - - -,y 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES 20 PUE 1 ____ DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 (TYPICAL) \ ` I� M I r�jI I i�j� I / �` - FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, O ` �o O'er RESPECTIVELY. �C I PDE `L / ^� 5 \2 3 , 20 PUE r / \ I s , \ I� z ( z (TYPICAL} Z� ( ' o BLOCK 1 I M PRIVATE 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN / / / j / \ �` \ ( / / ! , I DRAINAGE SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND // \� \ ( I SEE INSET A I ( I I , y LOT 2 �,�\ °' EASEMENT STANDARDS SD TO AND WILLYBEFLOCCATEDEIN THE I16' SPECIFICATIONSUTILITY EASEMENTS / I F AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL // \ s'DRAINAGE I� , ( u� 1.278 AC. 279.42 ' �sS \ 5' SLOPE , ti PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE LOT 16 \ \ `- EASEMENT 10 SLOPE ' ( 16' PUE ( /�66 / - ��+I., I ' PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE \ \ / DRAINAGE ppE PERFORMED AND SUBMITTED UPON COMPLETION OF THE INE TO Al\ (TYPICAL) I I ( �/ ti .� 162- FF - 282.0EASEMENT\ VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN G� \ 02 I GUIDELINE REQUIREMENTS. \ 1.029 AC. / ^ �.� ,6. \ _ , 13.57'08 66.5 152.50' /. A. 152.50' 138.94' - \ \_ \ ~ 22g a, 44, 40 PRIVATE ,,� 8. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY 23' 40'E - 5VAT \ / \ \ \ '� DRAINAGE li: RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION AREAS AND PUBIC PDE \ Sg -- \ ' EASEMENT IN UTILITY EASEMENTS. _ s h �p � MALLET WAY � / / / S62, 08 `2 \� p2 x, ' ' . SSS* 20' 22 1 9. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION AREAS MALLET COURT 70' ROW - 24' PAVEMENT �. °2v \� �. \11 "` X21 I WILL BE RELOCATED INTO HE ADJACENT PUBLIC UTILITY EASEMENT /v�0 �� \ / �� 22624,x•. \ \ yt8, \ 501 W , AT THE DEVELOPERS EXPENSE. w OOv��Q� \\ //° O� \ L11\ w 23' 40 "331,48' 11136, / � g,� ` � i N/F 10. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY / / / �•j • \ \ SEE INSET B 0 %TEXAS MU BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUT{ON LINES 6) '(0 /50� LOT 15 \ \ ` 170.00 101.95 - 59.53 _ - / O ,� \ y ALUMNI WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT OF \� �- �°�� \ HOUSING DISTRIBUTION THE LOTS DIN THE L{ ES MAY SIDE ALSOLOT BE LOCATEDEASEMENTS. IN ELECTRICAL P.U.E. 1.074 AC. 69'2 / / r 1 \ \ 16' PUE \ LOT 3 O �/ 20' PUE LONG THE PERIMETER OF THE SUBDIVISION. ADDITIOAL,IEASEMENTS LEGEND �/ / 15' SLOPE �c9. ti (TYp,L} I CORP. OF WILL BE PROVIDED AS REQUIRED BY BTU. 16' PUE C4 DRAINAGE I \ (TYPICAL) \ \ 1.968 AC. X06 . ' _ SIGMA PHI \ O/ / (TYPICAL) I -� J EASEMENT \ �\ ate. FF = 279 / \_r EPSILON 11. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY I \ \ o� ._.._. I WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID \ t0�/ // I (N \ `b _ CALLED 7.52 EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. \ 11.00 ! C \ kp ti ,�titi' / / Nos• 36 2s E s2. 2 ACRE TRACT N \�• LOT 4 \ \ t, g T� 12. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY +� BLOCK 1 \ / �� (M 4579/122 EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT ht` / LOT 14 LOT 6 2 LOT 5 �� 2.483 AC. .\ \ h/ '��` IL ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG / , Oj\ O / w R'- p�O ,F, THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW O/ 1.196 AC. / / � 0 1,057 AC, a�, FF = 276.5 \ \ Opp / �,'� 10' PUBLIC EXISTING DRAINAGE WAYS. \\ UTILITY / / 20' PUE // // ' 1.008 AC. ICV \� \� \ �� O� �� EASEMENT, 13. THE SUBJECT TRACT LIES WITHIN THE EXTRA -TERRITORIAL \ (TYPICAL) 1-� ti _ - _ 6050/67 JURISDICTION (ETJ) OF THE CITY OF COLLEGE ,STATION. 16' PUE ( I`� �� ._.81.45 8 ..Qo, �"- - ` (TYPICAL) Ir ""'I 14. BLANKET EASEMENT TO CITY OF BRYAN, 98/277, DOES APPLY TO \ / d- \� S47' 40' 4 ,. 21 i_34 THIS TRACT. V) \ Ls. tx2 W ^' 374.60' ' - / 10 15. BUILDING SETBACKS PER THE PREVIOUS PLAT ARE AS FOLLOWS: 10' PUBLIC ` > `L � I FRONT: 50' SIDE: 20' UTILITY Oy / O, \ I 20 PUE \ PRIVATE REAR: 50' SIDE STREET: 20' !� ( (TYPICAL) \ + EASEMENT, Gj s ' �� /. /DRAINAGE IN ADDITION BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. \ 6050/67 tJo/ / ` 'A� ��, ( \ 0 EASEMENT ///� I ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED LOT 13 -__ _ \ _. `L \ i 36.7 � •�.._, � __ _ \ � _ O,� O , . � � � - I ___ ......RESTRICTIONS. . _ _ _ _._ i� _ \ / / - �/ / ao 16. BRAZOS 1 061 Af PUBLIC - - --- -- PRIME -- - - - uNING THE I. COUNTY WILL NOT BE RESPONSIBLE FOR MAINTA PUBLIC SLOPE OR PRIVATE DRAINAGE EASEMENTS. 1ul \\/ / / / ��,�, � mss\ ""'• --__ �=--._._,.,_, � --- ..,_,_,., / -_....2,12 20' PUBLIC I 17. THE HOME OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE \ / ^j� 14.03' j S4 "" /. 20' PUE EASEMELITY NT, ( IMPEDRAINDE THE FLOW OF THE PRIVATSEMENTS. FENCES, E4DRAi AGE EASEMENTS. DING AND LANDSCAPE CANNOT / �O// / \ , �� % '��.\ 9 52 10»w N /____ /3a7-02, //- (TYPICAL) 6050/67 \ 71 fes_._ 18. LOT 1 AND LOTS 17 THROUGH 22 SHALL TAKE ACCESS FROM / o \ _-' ----- . ____ MALLET WAY OR MALLET COURT. NO DRIVEWAY ACCESS WILL BE- N E - \\ Dcg / \ N� DRAINAGEIVATE h J ALLOWED ONTO NORTH GRAHAM ROAD OR SOUTHDOWLING ROAD. off,/ / / ASEMENT `SSS. S , ---- �) r- - -� - - - - - ' - - - ' _ 19. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL. °o\ �o6 / / BLOCK 1 16' PUE - LOT 7 z 9 ?syr I I / (TYPICAL) \ \ \ ti 20. PROPOSED LOTS CANNOT BE LOCATED FURTHER THAN 5d0 FROM A LOT 12 / �`�+ 2.709 AC. cv , 222 I I FIRE HYDRANT WHICH IS BASED ON LAY OF HOUSE ALONG THE \ STREET. 1.029 AC. FF = 275.0 ItO 21. DRIVEWAY ACCESS ONTO MALLET WAY FROM LOTS 1 AND 22 SHALL N/F / �• \ N / POND \� \ 4 i BE PROHIBITED WITHIN 100' OF NORTH GRAHAM RIGHT 0 WAY. CHAD WOOTAN oo \ _ < `LqO/ / / I 1 22. THIS SUBDIVISION IS IN THE COLLEGE STATION INDEPEND NT 11 50 ACRE TRACT / \ I SCHOOL DISTRICT 10340/276 -20' PUE - - \ (TYPICAL) \ �'a, -- - 216.76 - -- -- - - _.__.4 -§44_47_j _W N 622.76' _..._' -- ;X7 �ti- 1 1 FINAL PLAT LOT 11 `j ` ' , 20' PUE '2 i j OF \ / / 1.054 AC. LOT 8 6' \• (TYPICAL) p �, /20 U116 TY I 1 POLO ESTATES .� �- / o EASEMENT, I LOT 2 2.746 AC. Z, ` ?O^� 6050/67 i _ BLOCK 1 BLOCK 1, LOTS 1 - 22 FF = 273.5�,� �� FOXWORTH SUBDIVISION 0.101 ACRES R.O.W. DEDICATION $, / �.- N I I (6050/67} BEING A C PUE R (TYPICAL)REPLAT Z - moo+ LOT 2 \ / / / 14.48' \ I I sem':^\ I t OF N44' 47' 19"E� 589.92' - - - - - - - - I FOXWORTH i--- 235.85' - - t �- -mss --) 1 40 PRIVATE ` \ "� --� 56.92; -- - -� % � LOT 10 \ - - � �-� _ � i EASEMENT \ I ��- 15 �� BLOCK 1, LOT 1 -� LOT 19 1.002 AC. 5' SLOPE ' �� I 1 PDE t �/ �- \\ (y DRAINAGE \ i i 34"069 ACRES MEASURED EASEMENT \ . I CALLED 34.082 ACRES I -L1- L19 ! PDE o / �- \ \ LOT 9 /.� 5' SLOPE 2.483 AC. o I i VOLUME 6050, PAGE 67 / / , p\ 1 152.50 5 .0DRAINAGE 9 N ( in \, / ." 0' EASEMENT� 2 47.58' LOT 22 �i\\ v FF = 272.5 M 1 T. HENRY SURVEY, A-132 10' SLOPEDRAINAGE , (I a \ \ L32 OPUBIC 30DRAINA E i 2 i� I JOHN PAYNE SURVEY, A-195 V5' SLOPE / f I I 60 30 0 60 DRAINAGE EASEMENT ' \ \ / EASEMENT PRIVATE BRAZOS COUNTY TEXAS EASEMENT �� N uO3i PDE \ 6.46 6.46 UTILITY EASEMENT, - 268.77 DRAINAGE 1 SCALE IN FEET SCALE: 1 "=60' MARCH 2015 MALLET WAY `�/ U `� / 0 \ `(1 6050/67 N44' 47' 19"E N 309.60' o1 EASEMENT ^ ( 1 / _, ,?�! a I I OWNER/DEVELOPER: ENGINEER: 1lol.67070.00 3850 CORPORATE CENTER DRIVE LOT 3 PDE -1"2a. 0 2.60 - - - - - - -- - - _ - _ - - - - _ I I BRYAN, Tx 77so2 Schultz Engineering, LC 657.97' _ \ \ � PDE S44°4T19' � �� L'-----____ I _ / N � / - % .�% -58.06 - - SURVEYOR: 2730 LONGMIRE DR., SUITE A N /F N /F BRAD KERR, RPLS NO. 4502 COLLEGE STATION, TEXAS 77845 MATTHEW D. SMITH AND HAYLEY R. / KERR SURVEYING. LLC ALAN ADRIAN DAVIS AND N F s79.764.3900 SMITH ALAN ADRIAN DAVIS AND JULIE ANN 409 N. TEXAS AVE. JULIE ANN DAVIS BRYAN. TEXAS 77803 / *� „��°' CALLED 23.95 ACRE TRACT CALLED 10.00 ACRE TRACT DAVIS 979.268.3195 INSEE A INSET B ^� / 23.95 CR REPLAT CALLED 5.10 ACRE TRACT / 11945/232 TRACT ONE, 11612/25 SHEET 1 OF 2 LINE TABLE UNE LENGTH DIRECTION Li 75.31' N40' 59' 53"E L2 22.91' N48' 14' 17"E L3 37.40' N43' 03' 12'E L4 100.13' S43' 23' 59"W L5 80.08' S40' 59' 53"W L6 22.94' S4B' 14' 17"W L7 11.12' S41' 22' 54"W L8 37.40' S43' 03' 12'W L9 61.28' S48' 37' O6"E L10 61.28' N48' 37' 06"W L11 58.99' S42' 23' 40'W L12 58.94' N47' 36' 20"W PUBLIC SLOPE OR PRIVATE DRAINAGE EASEMENTS. 1ul \\/ / / / ��,�, � mss\ ""'• --__ �=--._._,.,_, � --- ..,_,_,., / -_....2,12 20' PUBLIC I 17. THE HOME OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE \ / ^j� 14.03' j S4 "" /. 20' PUE EASEMELITY NT, ( IMPEDRAINDE THE FLOW OF THE PRIVATSEMENTS. FENCES, E4DRAi AGE EASEMENTS. DING AND LANDSCAPE CANNOT / �O// / \ , �� % '��.\ 9 52 10»w N /____ /3a7-02, //- (TYPICAL) 6050/67 \ 71 fes_._ 18. LOT 1 AND LOTS 17 THROUGH 22 SHALL TAKE ACCESS FROM / o \ _-' ----- . ____ MALLET WAY OR MALLET COURT. NO DRIVEWAY ACCESS WILL BE- N E - \\ Dcg / \ N� DRAINAGEIVATE h J ALLOWED ONTO NORTH GRAHAM ROAD OR SOUTHDOWLING ROAD. off,/ / / ASEMENT `SSS. S , ---- �) r- - -� - - - - - ' - - - ' _ 19. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL. °o\ �o6 / / BLOCK 1 16' PUE - LOT 7 z 9 ?syr I I / (TYPICAL) \ \ \ ti 20. PROPOSED LOTS CANNOT BE LOCATED FURTHER THAN 5d0 FROM A LOT 12 / �`�+ 2.709 AC. cv , 222 I I FIRE HYDRANT WHICH IS BASED ON LAY OF HOUSE ALONG THE \ STREET. 1.029 AC. FF = 275.0 ItO 21. DRIVEWAY ACCESS ONTO MALLET WAY FROM LOTS 1 AND 22 SHALL N/F / �• \ N / POND \� \ 4 i BE PROHIBITED WITHIN 100' OF NORTH GRAHAM RIGHT 0 WAY. CHAD WOOTAN oo \ _ < `LqO/ / / I 1 22. THIS SUBDIVISION IS IN THE COLLEGE STATION INDEPEND NT 11 50 ACRE TRACT / \ I SCHOOL DISTRICT 10340/276 -20' PUE - - \ (TYPICAL) \ �'a, -- - 216.76 - -- -- - - _.__.4 -§44_47_j _W N 622.76' _..._' -- ;X7 �ti- 1 1 FINAL PLAT LOT 11 `j ` ' , 20' PUE '2 i j OF \ / / 1.054 AC. LOT 8 6' \• (TYPICAL) p �, /20 U116 TY I 1 POLO ESTATES .� �- / o EASEMENT, I LOT 2 2.746 AC. Z, ` ?O^� 6050/67 i _ BLOCK 1 BLOCK 1, LOTS 1 - 22 FF = 273.5�,� �� FOXWORTH SUBDIVISION 0.101 ACRES R.O.W. DEDICATION $, / �.- N I I (6050/67} BEING A C PUE R (TYPICAL)REPLAT Z - moo+ LOT 2 \ / / / 14.48' \ I I sem':^\ I t OF N44' 47' 19"E� 589.92' - - - - - - - - I FOXWORTH i--- 235.85' - - t �- -mss --) 1 40 PRIVATE ` \ "� --� 56.92; -- - -� % � LOT 10 \ - - � �-� _ � i EASEMENT \ I ��- 15 �� BLOCK 1, LOT 1 -� LOT 19 1.002 AC. 5' SLOPE ' �� I 1 PDE t �/ �- \\ (y DRAINAGE \ i i 34"069 ACRES MEASURED EASEMENT \ . I CALLED 34.082 ACRES I -L1- L19 ! PDE o / �- \ \ LOT 9 /.� 5' SLOPE 2.483 AC. o I i VOLUME 6050, PAGE 67 / / , p\ 1 152.50 5 .0DRAINAGE 9 N ( in \, / ." 0' EASEMENT� 2 47.58' LOT 22 �i\\ v FF = 272.5 M 1 T. HENRY SURVEY, A-132 10' SLOPEDRAINAGE , (I a \ \ L32 OPUBIC 30DRAINA E i 2 i� I JOHN PAYNE SURVEY, A-195 V5' SLOPE / f I I 60 30 0 60 DRAINAGE EASEMENT ' \ \ / EASEMENT PRIVATE BRAZOS COUNTY TEXAS EASEMENT �� N uO3i PDE \ 6.46 6.46 UTILITY EASEMENT, - 268.77 DRAINAGE 1 SCALE IN FEET SCALE: 1 "=60' MARCH 2015 MALLET WAY `�/ U `� / 0 \ `(1 6050/67 N44' 47' 19"E N 309.60' o1 EASEMENT ^ ( 1 / _, ,?�! a I I OWNER/DEVELOPER: ENGINEER: 1lol.67070.00 3850 CORPORATE CENTER DRIVE LOT 3 PDE -1"2a. 0 2.60 - - - - - - -- - - _ - _ - - - - _ I I BRYAN, Tx 77so2 Schultz Engineering, LC 657.97' _ \ \ � PDE S44°4T19' � �� L'-----____ I _ / N � / - % .�% -58.06 - - SURVEYOR: 2730 LONGMIRE DR., SUITE A N /F N /F BRAD KERR, RPLS NO. 4502 COLLEGE STATION, TEXAS 77845 MATTHEW D. SMITH AND HAYLEY R. / KERR SURVEYING. LLC ALAN ADRIAN DAVIS AND N F s79.764.3900 SMITH ALAN ADRIAN DAVIS AND JULIE ANN 409 N. TEXAS AVE. JULIE ANN DAVIS BRYAN. TEXAS 77803 / *� „��°' CALLED 23.95 ACRE TRACT CALLED 10.00 ACRE TRACT DAVIS 979.268.3195 INSEE A INSET B ^� / 23.95 CR REPLAT CALLED 5.10 ACRE TRACT / 11945/232 TRACT ONE, 11612/25 SHEET 1 OF 2 LINE TABLE LINE # LENGTH DIRECTION L13 58.94' S47' 36' 20"E L14 64.28' N45' 12' 41"W L15 64.28' S45' 12' 41 "E L16 14.79' N45' 12' 41"W L17 14.79' S45' 12' 41 "E L18 23.09' N17' 36' 20"W L19 35.00' N42' 23' 40'E L20 23.09' S77' 36' 20"E L21 21.67' N64' 14' 31"W L22 35.00' N9' 14' 31"W L23 21.67' N45' 45' 29"E L24 14.32' S87' 51' 58-E PUBLIC SLOPE OR PRIVATE DRAINAGE EASEMENTS. 1ul \\/ / / / ��,�, � mss\ ""'• --__ �=--._._,.,_, � --- ..,_,_,., / -_....2,12 20' PUBLIC I 17. THE HOME OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE \ / ^j� 14.03' j S4 "" /. 20' PUE EASEMELITY NT, ( IMPEDRAINDE THE FLOW OF THE PRIVATSEMENTS. FENCES, E4DRAi AGE EASEMENTS. DING AND LANDSCAPE CANNOT / �O// / \ , �� % '��.\ 9 52 10»w N /____ /3a7-02, //- (TYPICAL) 6050/67 \ 71 fes_._ 18. LOT 1 AND LOTS 17 THROUGH 22 SHALL TAKE ACCESS FROM / o \ _-' ----- . ____ MALLET WAY OR MALLET COURT. NO DRIVEWAY ACCESS WILL BE- N E - \\ Dcg / \ N� DRAINAGEIVATE h J ALLOWED ONTO NORTH GRAHAM ROAD OR SOUTHDOWLING ROAD. off,/ / / ASEMENT `SSS. S , ---- �) r- - -� - - - - - ' - - - ' _ 19. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL. °o\ �o6 / / BLOCK 1 16' PUE - LOT 7 z 9 ?syr I I / (TYPICAL) \ \ \ ti 20. PROPOSED LOTS CANNOT BE LOCATED FURTHER THAN 5d0 FROM A LOT 12 / �`�+ 2.709 AC. cv , 222 I I FIRE HYDRANT WHICH IS BASED ON LAY OF HOUSE ALONG THE \ STREET. 1.029 AC. FF = 275.0 ItO 21. DRIVEWAY ACCESS ONTO MALLET WAY FROM LOTS 1 AND 22 SHALL N/F / �• \ N / POND \� \ 4 i BE PROHIBITED WITHIN 100' OF NORTH GRAHAM RIGHT 0 WAY. CHAD WOOTAN oo \ _ < `LqO/ / / I 1 22. THIS SUBDIVISION IS IN THE COLLEGE STATION INDEPEND NT 11 50 ACRE TRACT / \ I SCHOOL DISTRICT 10340/276 -20' PUE - - \ (TYPICAL) \ �'a, -- - 216.76 - -- -- - - _.__.4 -§44_47_j _W N 622.76' _..._' -- ;X7 �ti- 1 1 FINAL PLAT LOT 11 `j ` ' , 20' PUE '2 i j OF \ / / 1.054 AC. LOT 8 6' \• (TYPICAL) p �, /20 U116 TY I 1 POLO ESTATES .� �- / o EASEMENT, I LOT 2 2.746 AC. Z, ` ?O^� 6050/67 i _ BLOCK 1 BLOCK 1, LOTS 1 - 22 FF = 273.5�,� �� FOXWORTH SUBDIVISION 0.101 ACRES R.O.W. DEDICATION $, / �.- N I I (6050/67} BEING A C PUE R (TYPICAL)REPLAT Z - moo+ LOT 2 \ / / / 14.48' \ I I sem':^\ I t OF N44' 47' 19"E� 589.92' - - - - - - - - I FOXWORTH i--- 235.85' - - t �- -mss --) 1 40 PRIVATE ` \ "� --� 56.92; -- - -� % � LOT 10 \ - - � �-� _ � i EASEMENT \ I ��- 15 �� BLOCK 1, LOT 1 -� LOT 19 1.002 AC. 5' SLOPE ' �� I 1 PDE t �/ �- \\ (y DRAINAGE \ i i 34"069 ACRES MEASURED EASEMENT \ . I CALLED 34.082 ACRES I -L1- L19 ! PDE o / �- \ \ LOT 9 /.� 5' SLOPE 2.483 AC. o I i VOLUME 6050, PAGE 67 / / , p\ 1 152.50 5 .0DRAINAGE 9 N ( in \, / ." 0' EASEMENT� 2 47.58' LOT 22 �i\\ v FF = 272.5 M 1 T. HENRY SURVEY, A-132 10' SLOPEDRAINAGE , (I a \ \ L32 OPUBIC 30DRAINA E i 2 i� I JOHN PAYNE SURVEY, A-195 V5' SLOPE / f I I 60 30 0 60 DRAINAGE EASEMENT ' \ \ / EASEMENT PRIVATE BRAZOS COUNTY TEXAS EASEMENT �� N uO3i PDE \ 6.46 6.46 UTILITY EASEMENT, - 268.77 DRAINAGE 1 SCALE IN FEET SCALE: 1 "=60' MARCH 2015 MALLET WAY `�/ U `� / 0 \ `(1 6050/67 N44' 47' 19"E N 309.60' o1 EASEMENT ^ ( 1 / _, ,?�! a I I OWNER/DEVELOPER: ENGINEER: 1lol.67070.00 3850 CORPORATE CENTER DRIVE LOT 3 PDE -1"2a. 0 2.60 - - - - - - -- - - _ - _ - - - - _ I I BRYAN, Tx 77so2 Schultz Engineering, LC 657.97' _ \ \ � PDE S44°4T19' � �� L'-----____ I _ / N � / - % .�% -58.06 - - SURVEYOR: 2730 LONGMIRE DR., SUITE A N /F N /F BRAD KERR, RPLS NO. 4502 COLLEGE STATION, TEXAS 77845 MATTHEW D. SMITH AND HAYLEY R. / KERR SURVEYING. LLC ALAN ADRIAN DAVIS AND N F s79.764.3900 SMITH ALAN ADRIAN DAVIS AND JULIE ANN 409 N. TEXAS AVE. JULIE ANN DAVIS BRYAN. TEXAS 77803 / *� „��°' CALLED 23.95 ACRE TRACT CALLED 10.00 ACRE TRACT DAVIS 979.268.3195 INSEE A INSET B ^� / 23.95 CR REPLAT CALLED 5.10 ACRE TRACT / 11945/232 TRACT ONE, 11612/25 SHEET 1 OF 2 LINE TABLE LINE # LENGTH DIRECTION L25 40.00' S27' 51' 58"E L26 44.25' S32' 08' 02"W L27 87.11' S82' 32' 35"W L28 73.34' N30' 12' 19"W L29 105.69' N4' 56' 39"W L31 32.50' N45' 12' 41"W L32 9.61' N14' 47' WE L33 9.61' WC 47' 19"E L34 32.50' S45- 12' 41"E PUBLIC SLOPE OR PRIVATE DRAINAGE EASEMENTS. 1ul \\/ / / / ��,�, � mss\ ""'• --__ �=--._._,.,_, � --- ..,_,_,., / -_....2,12 20' PUBLIC I 17. THE HOME OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE \ / ^j� 14.03' j S4 "" /. 20' PUE EASEMELITY NT, ( IMPEDRAINDE THE FLOW OF THE PRIVATSEMENTS. FENCES, E4DRAi AGE EASEMENTS. DING AND LANDSCAPE CANNOT / �O// / \ , �� % '��.\ 9 52 10»w N /____ /3a7-02, //- (TYPICAL) 6050/67 \ 71 fes_._ 18. LOT 1 AND LOTS 17 THROUGH 22 SHALL TAKE ACCESS FROM / o \ _-' ----- . ____ MALLET WAY OR MALLET COURT. NO DRIVEWAY ACCESS WILL BE- N E - \\ Dcg / \ N� DRAINAGEIVATE h J ALLOWED ONTO NORTH GRAHAM ROAD OR SOUTHDOWLING ROAD. off,/ / / ASEMENT `SSS. S , ---- �) r- - -� - - - - - ' - - - ' _ 19. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL. °o\ �o6 / / BLOCK 1 16' PUE - LOT 7 z 9 ?syr I I / (TYPICAL) \ \ \ ti 20. PROPOSED LOTS CANNOT BE LOCATED FURTHER THAN 5d0 FROM A LOT 12 / �`�+ 2.709 AC. cv , 222 I I FIRE HYDRANT WHICH IS BASED ON LAY OF HOUSE ALONG THE \ STREET. 1.029 AC. FF = 275.0 ItO 21. DRIVEWAY ACCESS ONTO MALLET WAY FROM LOTS 1 AND 22 SHALL N/F / �• \ N / POND \� \ 4 i BE PROHIBITED WITHIN 100' OF NORTH GRAHAM RIGHT 0 WAY. CHAD WOOTAN oo \ _ < `LqO/ / / I 1 22. THIS SUBDIVISION IS IN THE COLLEGE STATION INDEPEND NT 11 50 ACRE TRACT / \ I SCHOOL DISTRICT 10340/276 -20' PUE - - \ (TYPICAL) \ �'a, -- - 216.76 - -- -- - - _.__.4 -§44_47_j _W N 622.76' _..._' -- ;X7 �ti- 1 1 FINAL PLAT LOT 11 `j ` ' , 20' PUE '2 i j OF \ / / 1.054 AC. LOT 8 6' \• (TYPICAL) p �, /20 U116 TY I 1 POLO ESTATES .� �- / o EASEMENT, I LOT 2 2.746 AC. Z, ` ?O^� 6050/67 i _ BLOCK 1 BLOCK 1, LOTS 1 - 22 FF = 273.5�,� �� FOXWORTH SUBDIVISION 0.101 ACRES R.O.W. DEDICATION $, / �.- N I I (6050/67} BEING A C PUE R (TYPICAL)REPLAT Z - moo+ LOT 2 \ / / / 14.48' \ I I sem':^\ I t OF N44' 47' 19"E� 589.92' - - - - - - - - I FOXWORTH i--- 235.85' - - t �- -mss --) 1 40 PRIVATE ` \ "� --� 56.92; -- - -� % � LOT 10 \ - - � �-� _ � i EASEMENT \ I ��- 15 �� BLOCK 1, LOT 1 -� LOT 19 1.002 AC. 5' SLOPE ' �� I 1 PDE t �/ �- \\ (y DRAINAGE \ i i 34"069 ACRES MEASURED EASEMENT \ . I CALLED 34.082 ACRES I -L1- L19 ! PDE o / �- \ \ LOT 9 /.� 5' SLOPE 2.483 AC. o I i VOLUME 6050, PAGE 67 / / , p\ 1 152.50 5 .0DRAINAGE 9 N ( in \, / ." 0' EASEMENT� 2 47.58' LOT 22 �i\\ v FF = 272.5 M 1 T. HENRY SURVEY, A-132 10' SLOPEDRAINAGE , (I a \ \ L32 OPUBIC 30DRAINA E i 2 i� I JOHN PAYNE SURVEY, A-195 V5' SLOPE / f I I 60 30 0 60 DRAINAGE EASEMENT ' \ \ / EASEMENT PRIVATE BRAZOS COUNTY TEXAS EASEMENT �� N uO3i PDE \ 6.46 6.46 UTILITY EASEMENT, - 268.77 DRAINAGE 1 SCALE IN FEET SCALE: 1 "=60' MARCH 2015 MALLET WAY `�/ U `� / 0 \ `(1 6050/67 N44' 47' 19"E N 309.60' o1 EASEMENT ^ ( 1 / _, ,?�! a I I OWNER/DEVELOPER: ENGINEER: 1lol.67070.00 3850 CORPORATE CENTER DRIVE LOT 3 PDE -1"2a. 0 2.60 - - - - - - -- - - _ - _ - - - - _ I I BRYAN, Tx 77so2 Schultz Engineering, LC 657.97' _ \ \ � PDE S44°4T19' � �� L'-----____ I _ / N � / - % .�% -58.06 - - SURVEYOR: 2730 LONGMIRE DR., SUITE A N /F N /F BRAD KERR, RPLS NO. 4502 COLLEGE STATION, TEXAS 77845 MATTHEW D. SMITH AND HAYLEY R. / KERR SURVEYING. LLC ALAN ADRIAN DAVIS AND N F s79.764.3900 SMITH ALAN ADRIAN DAVIS AND JULIE ANN 409 N. TEXAS AVE. JULIE ANN DAVIS BRYAN. TEXAS 77803 / *� „��°' CALLED 23.95 ACRE TRACT CALLED 10.00 ACRE TRACT DAVIS 979.268.3195 INSEE A INSET B ^� / 23.95 CR REPLAT CALLED 5.10 ACRE TRACT / 11945/232 TRACT ONE, 11612/25 SHEET 1 OF 2 Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 39.27' 25.00' 090'00'00" 25.00' 35.36' S0337'06"E C2 428.89' 270.00' 091'00'46" 274.81' 385.20' S03'06'43"E C3 1 39.27' 25.00' 090'OO'00" 25.00' 35.36' S02'36'20'E C4 140.15' 215.00' 037'20'51" 72.66' 137.68' S66'16'46"E C5 301.73' 435.00' 039'4431" 157.22' 295.72' S6604'56"E C6 19.68' 25.00' 04505'57" 10.38' 19.17' S674539"E C7 94.46' 60.00' 090'11'54" 60.21' 85.00' S45'12'41"E C8 19.68' 25.00' 045'05'57" 10.38' 19.17' S22'39'42"E C9 19.68' 25.00' 045'05'57" 10.38' 19.17' N67'45'39" W C10 94.46' 60.00' 090'11'54' 60.21' 85.00' N4512'41'W C11 19.68' 25.00' 045'05'57" 10.38' 19.17' N2739'42"W C12 253.17' 365.00' 039'44'31" 131.92' 248.13' N6504'56"W C13 185.77' 285.00' 037'20'51' 96.32' 182.50' N6616'46W C14 39.27' 25.00' 090'00'00" 25.00' 35.36' S87.23'40"W C15 19.68' 25.00' 04545'57' 10.38' 19.17' S19'S0'41"W C16 282.95' 60.00' 270'11'54" 59.79' 84.71' N47'36'20"W C17 19.66' 25.00' 045'05'57" 10.38' 19.17' N6456'38"E 018 317.69' 200.00' 091'00'46" 203.57' 285.33' NO3 06'43W C19 39.27' 1 25.00' 1090-00,00-125.00- 35.36' S86'22'54'W PUBLIC SLOPE OR PRIVATE DRAINAGE EASEMENTS. 1ul \\/ / / / ��,�, � mss\ ""'• --__ �=--._._,.,_, � --- ..,_,_,., / -_....2,12 20' PUBLIC I 17. THE HOME OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE \ / ^j� 14.03' j S4 "" /. 20' PUE EASEMELITY NT, ( IMPEDRAINDE THE FLOW OF THE PRIVATSEMENTS. FENCES, E4DRAi AGE EASEMENTS. DING AND LANDSCAPE CANNOT / �O// / \ , �� % '��.\ 9 52 10»w N /____ /3a7-02, //- (TYPICAL) 6050/67 \ 71 fes_._ 18. LOT 1 AND LOTS 17 THROUGH 22 SHALL TAKE ACCESS FROM / o \ _-' ----- . ____ MALLET WAY OR MALLET COURT. NO DRIVEWAY ACCESS WILL BE- N E - \\ Dcg / \ N� DRAINAGEIVATE h J ALLOWED ONTO NORTH GRAHAM ROAD OR SOUTHDOWLING ROAD. off,/ / / ASEMENT `SSS. S , ---- �) r- - -� - - - - - ' - - - ' _ 19. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL. °o\ �o6 / / BLOCK 1 16' PUE - LOT 7 z 9 ?syr I I / (TYPICAL) \ \ \ ti 20. PROPOSED LOTS CANNOT BE LOCATED FURTHER THAN 5d0 FROM A LOT 12 / �`�+ 2.709 AC. cv , 222 I I FIRE HYDRANT WHICH IS BASED ON LAY OF HOUSE ALONG THE \ STREET. 1.029 AC. FF = 275.0 ItO 21. DRIVEWAY ACCESS ONTO MALLET WAY FROM LOTS 1 AND 22 SHALL N/F / �• \ N / POND \� \ 4 i BE PROHIBITED WITHIN 100' OF NORTH GRAHAM RIGHT 0 WAY. CHAD WOOTAN oo \ _ < `LqO/ / / I 1 22. THIS SUBDIVISION IS IN THE COLLEGE STATION INDEPEND NT 11 50 ACRE TRACT / \ I SCHOOL DISTRICT 10340/276 -20' PUE - - \ (TYPICAL) \ �'a, -- - 216.76 - -- -- - - _.__.4 -§44_47_j _W N 622.76' _..._' -- ;X7 �ti- 1 1 FINAL PLAT LOT 11 `j ` ' , 20' PUE '2 i j OF \ / / 1.054 AC. LOT 8 6' \• (TYPICAL) p �, /20 U116 TY I 1 POLO ESTATES .� �- / o EASEMENT, I LOT 2 2.746 AC. Z, ` ?O^� 6050/67 i _ BLOCK 1 BLOCK 1, LOTS 1 - 22 FF = 273.5�,� �� FOXWORTH SUBDIVISION 0.101 ACRES R.O.W. DEDICATION $, / �.- N I I (6050/67} BEING A C PUE R (TYPICAL)REPLAT Z - moo+ LOT 2 \ / / / 14.48' \ I I sem':^\ I t OF N44' 47' 19"E� 589.92' - - - - - - - - I FOXWORTH i--- 235.85' - - t �- -mss --) 1 40 PRIVATE ` \ "� --� 56.92; -- - -� % � LOT 10 \ - - � �-� _ � i EASEMENT \ I ��- 15 �� BLOCK 1, LOT 1 -� LOT 19 1.002 AC. 5' SLOPE ' �� I 1 PDE t �/ �- \\ (y DRAINAGE \ i i 34"069 ACRES MEASURED EASEMENT \ . I CALLED 34.082 ACRES I -L1- L19 ! PDE o / �- \ \ LOT 9 /.� 5' SLOPE 2.483 AC. o I i VOLUME 6050, PAGE 67 / / , p\ 1 152.50 5 .0DRAINAGE 9 N ( in \, / ." 0' EASEMENT� 2 47.58' LOT 22 �i\\ v FF = 272.5 M 1 T. HENRY SURVEY, A-132 10' SLOPEDRAINAGE , (I a \ \ L32 OPUBIC 30DRAINA E i 2 i� I JOHN PAYNE SURVEY, A-195 V5' SLOPE / f I I 60 30 0 60 DRAINAGE EASEMENT ' \ \ / EASEMENT PRIVATE BRAZOS COUNTY TEXAS EASEMENT �� N uO3i PDE \ 6.46 6.46 UTILITY EASEMENT, - 268.77 DRAINAGE 1 SCALE IN FEET SCALE: 1 "=60' MARCH 2015 MALLET WAY `�/ U `� / 0 \ `(1 6050/67 N44' 47' 19"E N 309.60' o1 EASEMENT ^ ( 1 / _, ,?�! a I I OWNER/DEVELOPER: ENGINEER: 1lol.67070.00 3850 CORPORATE CENTER DRIVE LOT 3 PDE -1"2a. 0 2.60 - - - - - - -- - - _ - _ - - - - _ I I BRYAN, Tx 77so2 Schultz Engineering, LC 657.97' _ \ \ � PDE S44°4T19' � �� L'-----____ I _ / N � / - % .�% -58.06 - - SURVEYOR: 2730 LONGMIRE DR., SUITE A N /F N /F BRAD KERR, RPLS NO. 4502 COLLEGE STATION, TEXAS 77845 MATTHEW D. SMITH AND HAYLEY R. / KERR SURVEYING. LLC ALAN ADRIAN DAVIS AND N F s79.764.3900 SMITH ALAN ADRIAN DAVIS AND JULIE ANN 409 N. TEXAS AVE. JULIE ANN DAVIS BRYAN. TEXAS 77803 / *� „��°' CALLED 23.95 ACRE TRACT CALLED 10.00 ACRE TRACT DAVIS 979.268.3195 INSEE A INSET B ^� / 23.95 CR REPLAT CALLED 5.10 ACRE TRACT / 11945/232 TRACT ONE, 11612/25 SHEET 1 OF 2 / 60 30 0 60 / SCALE IN FEET // / 20' PUBLIC 5 / /� / j / UTILITY EASEMENT, // / 6050/67 / // ,4-4. \ /AA1 \ Co \ G \ CERTIFICATE OF OWNERSHIP AND DEDICATION \ STATE OF TEXAS \ COUNTY OF BRAZOS I, Louis A. Malechek III- of Get "Real, -'LLC, a -Texas Limited `"Liability Company Owner- and - Developer of the 34.069 acre tract being all of Lot 1 Block 1, Foxworth Subdivision and designated herein as Lots 1-21 Block 1, Polo Estates Subdivision, in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. Louis A. Malecheck, 111, Manager Get Real, LLC STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Louis A. Malechek III known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of 20___, Notary Public, Brazos County, Texas 20' WELLBORN WATER SUPPLY CORP. EASEMENT, 6050/67 10' PUBLIC UTILITY EASEMENT :: r -�=.-mss �=;AP-1 -- NORTH GRAHAM ROAD R.O.W. VARIES .-. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------- ,-20' WELLBORN WATER SU—PPLY 20' PUBLIC II CORP. EASEMENT, UTILITY 1 6050/67 EASEMENT, 6050/67 I LOT I,BLOCK I 34.082 AC. N F CHAD WOOTAN 11.50 ACRE TRACT \ 10340/276��\\ CERTIFICATE OF CITY ENGINEER 1, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station CERTIFICATE OF PLANNING AND ZONING COMISSION 1. , Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of 20— Chairman CERTIFICATE OF COUNTY JUDGE This subdivision was duly approved by the Commissioners Courty of Brazos County, Texas, as the Final Plat of such subdivision on day of 20—. Signed this the day of 20—. County Judge, Brazos County CERTIFICATE OF SURVEYOR \ STATE OF TEXAS \ \ COUNTY OF BRAZOS I, Brad Kerr, Registered Public Surveyor, No. 4502, in the State of Texas, hereby certify that \\ this plat is true and correct and was prepared from an actual survey of the property and \ that property markers and monuments were placed under my supervision on the ground. Brad Kerr, R.P.L.S. No. 4502 \ CERTIFICATE OF THE COUNTY CLERK \ STATE OF TEXAS \ COUNTY OF BRAZOS \ 1. County Clerk, in and for said county, do hereby certify that \ \ this plat together with its certificates of authentication was filed for record in my office the \ day of 20--, in the Deed Records of Brazos County, Texas, in Volume Page \ WITNESS my hand and official Seal, at my office in Bryan, Texas. \\ County Clerk \\ Brazos County, Texas L------------------------ N/F MATTHEW D. SMITH AND HAYLEY R. SMITH CALLED 23.95 ACRE TRACT 11947/248 � IF, .0-10MIRT111IF!'i [ 20' PUBLIC UTILITY EASEMENT, 6050/67 20' PUBLIC UTILITY EASEMENT, 6050/67 I r I _I I I I I I I I I I I I I I I I I I I i ) 1 Ii I 10' PUBLIC UTILITY 1 EASEMENT, 6050/67 I I I I I I ( I I 1 LOT 2 BLOCK 1 FOXWORTH SUBDIVISION I (6050/67) I I 1 I I 10' PUBLIC UTILITY EASEMENT, 6050/67 ( I Vol 6050 Pg. 67 34� N /F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 10.00 ACRE TRACT 11945/232 N /F TEXAS MU ALUMNI HOUSING CORP. OF STIGMA PHI EPSILON CALLED 7.52 ACRE TRACT 4,579/122 ----------_---- N /F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 5.10 ACRE TRACT TRACT ONE, 11612/25 \ BOUNDARY BRAZOS — — PUBLIC UTILITY EASEMENT QQ PROPERTY CORNER — PRIVATE DRAINAGE EASEMENT PUBLIC DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT:l11 i PDE PUBLIC DRAINAGE EASEMENT SLOPE DRAINAGE EASEMENT APPROX. 100 YEAR STORM 273.12 LIMITS OWNER DEVELOPER: BASE FLOOD ELEVATION — FF - 276.5 MINIMUM FINISHED FLOOR 'I -_ ELEVATIONS FOR STRUCTURES 3850 CORPORATE CENTER DRIVE BRYAN, TX 77802Schultz Engineering, LLC o 0 SURVEYOR: 2730 LONGMIRE DR., SUITE A a BRAD KERR. RPLS NO. 4502 COLLEGE STATION. TEXAS 77845 578.764.3900 a i KERR SURVEYING, LLC H 409 N. TEXAS AVE. BRYAN. TEXAS 77803 979.268.3185 CERTIFICATE OF SURVEYOR \ STATE OF TEXAS \ \ COUNTY OF BRAZOS I, Brad Kerr, Registered Public Surveyor, No. 4502, in the State of Texas, hereby certify that \\ this plat is true and correct and was prepared from an actual survey of the property and \ that property markers and monuments were placed under my supervision on the ground. Brad Kerr, R.P.L.S. No. 4502 \ CERTIFICATE OF THE COUNTY CLERK \ STATE OF TEXAS \ COUNTY OF BRAZOS \ 1. County Clerk, in and for said county, do hereby certify that \ \ this plat together with its certificates of authentication was filed for record in my office the \ day of 20--, in the Deed Records of Brazos County, Texas, in Volume Page \ WITNESS my hand and official Seal, at my office in Bryan, Texas. \\ County Clerk \\ Brazos County, Texas L------------------------ N/F MATTHEW D. SMITH AND HAYLEY R. SMITH CALLED 23.95 ACRE TRACT 11947/248 � IF, .0-10MIRT111IF!'i [ 20' PUBLIC UTILITY EASEMENT, 6050/67 20' PUBLIC UTILITY EASEMENT, 6050/67 I r I _I I I I I I I I I I I I I I I I I I I i ) 1 Ii I 10' PUBLIC UTILITY 1 EASEMENT, 6050/67 I I I I I I ( I I 1 LOT 2 BLOCK 1 FOXWORTH SUBDIVISION I (6050/67) I I 1 I I 10' PUBLIC UTILITY EASEMENT, 6050/67 ( I Vol 6050 Pg. 67 34� N /F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 10.00 ACRE TRACT 11945/232 N /F TEXAS MU ALUMNI HOUSING CORP. OF STIGMA PHI EPSILON CALLED 7.52 ACRE TRACT 4,579/122 ----------_---- N /F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 5.10 ACRE TRACT TRACT ONE, 11612/25 VICINITY MAP FINAL PLAT OF POLO ESTATES BLOCK 1, LOTS 1 - 22 0.101 ACRES R.W. DEDICATING AIION OF FOXWORTH S BLOCK 1, LOT 1 34.069 ACRES MEASURED CALLED 34.082 ACRES VOLUME 6050, PAGE 67 T. HENRY SURVEY, A-132 JOHN PAYNE SURVEY, A-195 LEGEND BOUNDARY BRAZOS — — PUBLIC UTILITY EASEMENT QQ PROPERTY CORNER — PRIVATE DRAINAGE EASEMENT PUBLIC DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT:l11 i PDE PUBLIC DRAINAGE EASEMENT SLOPE DRAINAGE EASEMENT APPROX. 100 YEAR STORM 273.12 LIMITS OWNER DEVELOPER: BASE FLOOD ELEVATION — FF - 276.5 MINIMUM FINISHED FLOOR 'I -_ ELEVATIONS FOR STRUCTURES VICINITY MAP FINAL PLAT OF POLO ESTATES BLOCK 1, LOTS 1 - 22 0.101 ACRES R.W. DEDICATING AIION OF FOXWORTH S BLOCK 1, LOT 1 34.069 ACRES MEASURED CALLED 34.082 ACRES VOLUME 6050, PAGE 67 T. HENRY SURVEY, A-132 JOHN PAYNE SURVEY, A-195 BRAZOS COUNTY, TEXASrA o SCALE: 1 "=60' MARCH 2015 OWNER DEVELOPER: N Get Real. LLCENGINEER. 3850 CORPORATE CENTER DRIVE BRYAN, TX 77802Schultz Engineering, LLC o 0 SURVEYOR: 2730 LONGMIRE DR., SUITE A a BRAD KERR. RPLS NO. 4502 COLLEGE STATION. TEXAS 77845 578.764.3900 a i KERR SURVEYING, LLC H 409 N. TEXAS AVE. BRYAN. TEXAS 77803 979.268.3185 °a SHEET OF 2 NORTH GRAHAM ROAD R.O.W. VARIES N42' ''E=3156' ------------ 3M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ 1 162.31' 176.55' 32.69'NZY 119.81' 152.50' 126.13' 120-00' 111.57' - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - -- ----------30.9'1',- - - - - - - ------ - --------------------- - - - - - - - - - - - - - - - - -- ci ,---------- --------- -1 ----------- T -T --71 XZ 20! WELLBORN ------------T-T - - - - - - - - - - - FLLJ 0 WATER SUPPLY 20 PUBLIC 2 x < 6050CORP. EASEMENT, UTILITY 67 EASEMENT, j(CAU-M) %7 1/ 1 1/x ,/ 6050/67 60 30 0 60 0 s / e, n 10) SCALE IN FEET o LOT 1 0- Lo 16' PUE 1.156 AC. (TYPICAL) I NO'CK I OO Lo L6 m 0) 0) cz; N N I Ni z LOT 18 LOT 19 LOT 20 z LOT 21 N pe z 0 LOT 17 �Lo I 1 5 ry Im - 1.033 AC. Z111 3: 20' PUBLIC 1.074 AC. . 1 1 1.033 AC. 1.058 AC. N42* 18' 12"E 310.54' 0 UTILITY 1.313 AC.I ( of C-4 0 EASEMENT, 6050/67 (o LOT 16 ti n n PDE Lo 20' PUE 1.0 17 AC. 20' PUE -.4- (TYPICAL) xl� 11 z z BLOCK 1 \"L�o (TYPICAL) SEE INSET A Np- LOT 2 1.278 AC. 16' PUE 7- 40' PRIVATE (TYPICAL) PDE DRAINAGE 13.57' i, EASEMENT A LOT 15 L 25.,5 . Ic-4 -0 138.94' C14 15 13' 1.089 AC 106. 152.50' N4 2r 23' 401E - 397Z7 _4211 V PDE 20' PUE I (TYPICAL) &6 �o MALLET WAY .2- 70' ROW 24' PAVEMENT 02`1W �ry s>r i //�, - 1 1 U L DRAINAGE RA S IN AG M 1p E EASEMENT EN 0( (13 C5. 26� C4 . .0 -3620 C3 6 Y 15� S4Z 23' 40'W _�SEE INSET B 253.96 108.45' 6.34! 1<_ LOT -14 Cb 9 - - - - C �n< 1 PUE LOT 3 Tco 1)j ,, "', /6 1.314 A . i- ICAL) 16' PUE VICINITY MAP (TYPICAL)2.091 AC. ^ 19 LOT 5`0i PRIVATE 0 6\ DRAINAGE 1.086 AC. EASEMENT 0 K). . < q COS I. '00 19C-� LOT 4 0- 10' PUBLIC 2.854 AC. UTILITY EASEMENT, 20' PUE �M3,�56' 44"E.-ff -285-9- (TYPICAL) 6050/67 LOT 13 0 ---------- 1.097 AC. \-,o S47' 4042 Lo35 0.66 10' PUBLIC BLOCK 1 �` \Z UTILITY 0, LOT 6 co EASEMENT,/ / % / \ 6050/67 16' PUE (TYPICAL) 1.032 AC. C-1 \\ / /�`�\ (72 20' PUE BLOCK 1 , - I __ k"r-mML-) 20' PUBLIC --- -------- UTILITY LOT 12 EASEMENT, 1z 6050/67 1.099 AC. Z z S49' --52,- X 10 \ j499.98, F 16' PUE CHADNW/OOTAN(TYPICAL) N C-1 11.50 ACRE TRACT 10340/276 1 z LOT 11 LOT 7 z 1.098 AC. 5.099 AC. /10 6.89' INSET 'A' we NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041CO325-E AND NO. 48041CO375-E, EFFECTIVE DATE- MAY 16, 2012. 3. 1/2- IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 5. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE:! PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 6. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. 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. 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WtLLt5UKN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. ,-8. ALL TREES AND -BRUSH SHALL BE REMOVED FROM THE ROADWAY N/F RIGHTS-OF-WAY RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC TEXAS MU UTILITY EASEMENTS. ALUMNI 9. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION HOUSING AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY CORP. OF EASEMENT AT THE DEVELOPER'S EXPENSE. �IGMA PHI 10. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES EPSILON WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT A.LLED 7.52 OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL CRE TRACT DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL 4579/122 EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 11. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS A I D GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY III EASEMENT. 12. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING DRAINAGE WAYS. 1 13. THE SUBJECT TRACT LIES WITHIN THE EXTRA-TERRITORIAL(� JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. d 14. BLANKET EASEMENT TO CITY OF BRYAN, 98/277, DOES APPLY TO THIS TRACT. 15. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED RESTRICTIONS. 16. BRAZOS COUNTY WILL NOT BE RESPONSIBLE FOR MAINTAINING THE PUBLIC SLOPE OR DRAINAGE EASEMENTS. THE HOME', OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE',', DRAINAGE EASEMENTS. 17. LOT I AND LOTS 17 THROUGH 21 SHALL TAKE ACCESS II' MALLET WAY. NO DRIVEWAY ACCESS WILL BE ALLOWED ONTO ij --------- - - - - - - - 11 11jumim GRAHAM 20' PUBLIC LOT 10 UTILITY CO. EASEMENT, LOT 2 r ' s�� \\ %`� 1.082 AC. 0 6050/67 I BLOCK 1 40' DRAINAGEPRIVATE FOXWORTH EASEMENTSUBDIVISION / / ( (6050/67) 20' PUE Uj (TYPICAL) 16PUE / \ ` \ \ j � / .., � (TYPICAL) \ $ \ \ / / ry6 ti (oTrnlc )CAL LOT 9 LOT 2 1.198 AC. LOT 8 40' PRIVATE C4 2.207 AC.Lo 's> C3 EASEMENT 10 PDE DRAINAGE L8 /<1 dQ PDE >1 & CN N1, 36.71 106.13 N ycr to w c3i L0 �4 ZI �4 10' PUBLIC LOT 21 4i I UTILITY MALLET WAY Ed PDE EASEMENT, f 6050/67 - - - - - - - - - - - - I I LOT 3 - - - - - - - - - - - - - - - - - - - - - - - - - - 001.0ts- - - - - - - - - - - - - - -- - W-A7-'iQW - -1 1,,: N/F N/F MATTHEW D. SMITH AND HAYLEY R. ALAN ADRIAN DAVIS AND SMITH JULIE ANN DAVIS IINSET'113;�__ CALLED 23.95 ACRE TRACT REPLAT CALLED 10.00 ACRE TRACT 11947/248 11945/232 NTS L_------------ -- _ - N /F ----------- N/F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 5.10 ACRE TRACT TRACT ONE. 11612/25 OF POLO ESTATES BLOCK 1, LOTS 1 - 21 I -1:;I I III m OF FOXWORTH SUBDIVIS BLOCK I,LOT 1 34.069 ACRES MEASURED CALLED 34.082 ACRES VOLUME 6050, PAGE 67 T. HENRY SURVEY, A-132 JOHN PAYNE SURVEY, A-195 BRAZOS COUNTY, TEXAS SCALE: 1"=60' JANUARY 2015 OWNER/DEVELOPER: ENGINEER: GET REAL, LLC 3850 CORPORATE CENTER DRIVE BRYAN, TX 77802 Ikultz Engineering, 2730 LONGMIRE DR., SUITE A BRAD KERB, RPLS SURVEYOR:NO.• 4502 COLLEGE STATION, TEXAS 77845 KERR SURVEYING, LLC 979.764.3900 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 SHEET OF 2 LINE TABLE LINE # LENGTH DIRECTION Ll 75.31' N40' 59' 53*E L2 2291' N48' 14! 17*E L3 37.40' N43' 03' 12"E L4 100.13' S43' 23' 59-W L5 64.78' S48' 37' OVE L6 64.78' N48' 37' 06"W L7 16.36' N17' 36' 20*W L8 35.00? N42' 23' 40'E L9 23.09' S77' 36' 20"E L10 21.67' N64' 14' 31"W VICINITY MAP (TYPICAL)2.091 AC. ^ 19 LOT 5`0i PRIVATE 0 6\ DRAINAGE 1.086 AC. EASEMENT 0 K). . < q COS I. '00 19C-� LOT 4 0- 10' PUBLIC 2.854 AC. UTILITY EASEMENT, 20' PUE �M3,�56' 44"E.-ff -285-9- (TYPICAL) 6050/67 LOT 13 0 ---------- 1.097 AC. \-,o S47' 4042 Lo35 0.66 10' PUBLIC BLOCK 1 �` \Z UTILITY 0, LOT 6 co EASEMENT,/ / % / \ 6050/67 16' PUE (TYPICAL) 1.032 AC. C-1 \\ / /�`�\ (72 20' PUE BLOCK 1 , - I __ k"r-mML-) 20' PUBLIC --- -------- UTILITY LOT 12 EASEMENT, 1z 6050/67 1.099 AC. Z z S49' --52,- X 10 \ j499.98, F 16' PUE CHADNW/OOTAN(TYPICAL) N C-1 11.50 ACRE TRACT 10340/276 1 z LOT 11 LOT 7 z 1.098 AC. 5.099 AC. /10 6.89' INSET 'A' we NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041CO325-E AND NO. 48041CO375-E, EFFECTIVE DATE- MAY 16, 2012. 3. 1/2- IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 5. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE:! PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 6. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. 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. 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WtLLt5UKN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. ,-8. ALL TREES AND -BRUSH SHALL BE REMOVED FROM THE ROADWAY N/F RIGHTS-OF-WAY RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC TEXAS MU UTILITY EASEMENTS. ALUMNI 9. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION HOUSING AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY CORP. OF EASEMENT AT THE DEVELOPER'S EXPENSE. �IGMA PHI 10. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES EPSILON WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT A.LLED 7.52 OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL CRE TRACT DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL 4579/122 EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 11. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS A I D GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY III EASEMENT. 12. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING DRAINAGE WAYS. 1 13. THE SUBJECT TRACT LIES WITHIN THE EXTRA-TERRITORIAL(� JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. d 14. BLANKET EASEMENT TO CITY OF BRYAN, 98/277, DOES APPLY TO THIS TRACT. 15. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED RESTRICTIONS. 16. BRAZOS COUNTY WILL NOT BE RESPONSIBLE FOR MAINTAINING THE PUBLIC SLOPE OR DRAINAGE EASEMENTS. THE HOME', OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE',', DRAINAGE EASEMENTS. 17. LOT I AND LOTS 17 THROUGH 21 SHALL TAKE ACCESS II' MALLET WAY. NO DRIVEWAY ACCESS WILL BE ALLOWED ONTO ij --------- - - - - - - - 11 11jumim GRAHAM 20' PUBLIC LOT 10 UTILITY CO. EASEMENT, LOT 2 r ' s�� \\ %`� 1.082 AC. 0 6050/67 I BLOCK 1 40' DRAINAGEPRIVATE FOXWORTH EASEMENTSUBDIVISION / / ( (6050/67) 20' PUE Uj (TYPICAL) 16PUE / \ ` \ \ j � / .., � (TYPICAL) \ $ \ \ / / ry6 ti (oTrnlc )CAL LOT 9 LOT 2 1.198 AC. LOT 8 40' PRIVATE C4 2.207 AC.Lo 's> C3 EASEMENT 10 PDE DRAINAGE L8 /<1 dQ PDE >1 & CN N1, 36.71 106.13 N ycr to w c3i L0 �4 ZI �4 10' PUBLIC LOT 21 4i I UTILITY MALLET WAY Ed PDE EASEMENT, f 6050/67 - - - - - - - - - - - - I I LOT 3 - - - - - - - - - - - - - - - - - - - - - - - - - - 001.0ts- - - - - - - - - - - - - - -- - W-A7-'iQW - -1 1,,: N/F N/F MATTHEW D. SMITH AND HAYLEY R. ALAN ADRIAN DAVIS AND SMITH JULIE ANN DAVIS IINSET'113;�__ CALLED 23.95 ACRE TRACT REPLAT CALLED 10.00 ACRE TRACT 11947/248 11945/232 NTS L_------------ -- _ - N /F ----------- N/F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 5.10 ACRE TRACT TRACT ONE. 11612/25 OF POLO ESTATES BLOCK 1, LOTS 1 - 21 I -1:;I I III m OF FOXWORTH SUBDIVIS BLOCK I,LOT 1 34.069 ACRES MEASURED CALLED 34.082 ACRES VOLUME 6050, PAGE 67 T. HENRY SURVEY, A-132 JOHN PAYNE SURVEY, A-195 BRAZOS COUNTY, TEXAS SCALE: 1"=60' JANUARY 2015 OWNER/DEVELOPER: ENGINEER: GET REAL, LLC 3850 CORPORATE CENTER DRIVE BRYAN, TX 77802 Ikultz Engineering, 2730 LONGMIRE DR., SUITE A BRAD KERB, RPLS SURVEYOR:NO.• 4502 COLLEGE STATION, TEXAS 77845 KERR SURVEYING, LLC 979.764.3900 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 SHEET OF 2 LINE TABLE LINE III LENGTH DIRECTION Lil 35.00' N9' 14' 31"W L12 21.67' N45' 45' 29*E L13 14.32' S87* 51' 58*E L14 40.00- S27- 51' 58-E L15 44.25! S32* 08' DOW L16 37.29' N27* 51' 58"W L17 40.00' S62* 08' OOW L18 37.29' S27' 51' 58-E I L19 64.64! S62- 08' OrW VICINITY MAP (TYPICAL)2.091 AC. ^ 19 LOT 5`0i PRIVATE 0 6\ DRAINAGE 1.086 AC. EASEMENT 0 K). . < q COS I. '00 19C-� LOT 4 0- 10' PUBLIC 2.854 AC. UTILITY EASEMENT, 20' PUE �M3,�56' 44"E.-ff -285-9- (TYPICAL) 6050/67 LOT 13 0 ---------- 1.097 AC. \-,o S47' 4042 Lo35 0.66 10' PUBLIC BLOCK 1 �` \Z UTILITY 0, LOT 6 co EASEMENT,/ / % / \ 6050/67 16' PUE (TYPICAL) 1.032 AC. C-1 \\ / /�`�\ (72 20' PUE BLOCK 1 , - I __ k"r-mML-) 20' PUBLIC --- -------- UTILITY LOT 12 EASEMENT, 1z 6050/67 1.099 AC. Z z S49' --52,- X 10 \ j499.98, F 16' PUE CHADNW/OOTAN(TYPICAL) N C-1 11.50 ACRE TRACT 10340/276 1 z LOT 11 LOT 7 z 1.098 AC. 5.099 AC. /10 6.89' INSET 'A' we NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041CO325-E AND NO. 48041CO375-E, EFFECTIVE DATE- MAY 16, 2012. 3. 1/2- IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 5. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE:! PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 6. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. 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. 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WtLLt5UKN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. ,-8. ALL TREES AND -BRUSH SHALL BE REMOVED FROM THE ROADWAY N/F RIGHTS-OF-WAY RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC TEXAS MU UTILITY EASEMENTS. ALUMNI 9. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION HOUSING AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY CORP. OF EASEMENT AT THE DEVELOPER'S EXPENSE. �IGMA PHI 10. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES EPSILON WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT A.LLED 7.52 OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL CRE TRACT DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL 4579/122 EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 11. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS A I D GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY III EASEMENT. 12. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING DRAINAGE WAYS. 1 13. THE SUBJECT TRACT LIES WITHIN THE EXTRA-TERRITORIAL(� JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. d 14. BLANKET EASEMENT TO CITY OF BRYAN, 98/277, DOES APPLY TO THIS TRACT. 15. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED RESTRICTIONS. 16. BRAZOS COUNTY WILL NOT BE RESPONSIBLE FOR MAINTAINING THE PUBLIC SLOPE OR DRAINAGE EASEMENTS. THE HOME', OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE',', DRAINAGE EASEMENTS. 17. LOT I AND LOTS 17 THROUGH 21 SHALL TAKE ACCESS II' MALLET WAY. NO DRIVEWAY ACCESS WILL BE ALLOWED ONTO ij --------- - - - - - - - 11 11jumim GRAHAM 20' PUBLIC LOT 10 UTILITY CO. EASEMENT, LOT 2 r ' s�� \\ %`� 1.082 AC. 0 6050/67 I BLOCK 1 40' DRAINAGEPRIVATE FOXWORTH EASEMENTSUBDIVISION / / ( (6050/67) 20' PUE Uj (TYPICAL) 16PUE / \ ` \ \ j � / .., � (TYPICAL) \ $ \ \ / / ry6 ti (oTrnlc )CAL LOT 9 LOT 2 1.198 AC. LOT 8 40' PRIVATE C4 2.207 AC.Lo 's> C3 EASEMENT 10 PDE DRAINAGE L8 /<1 dQ PDE >1 & CN N1, 36.71 106.13 N ycr to w c3i L0 �4 ZI �4 10' PUBLIC LOT 21 4i I UTILITY MALLET WAY Ed PDE EASEMENT, f 6050/67 - - - - - - - - - - - - I I LOT 3 - - - - - - - - - - - - - - - - - - - - - - - - - - 001.0ts- - - - - - - - - - - - - - -- - W-A7-'iQW - -1 1,,: N/F N/F MATTHEW D. SMITH AND HAYLEY R. ALAN ADRIAN DAVIS AND SMITH JULIE ANN DAVIS IINSET'113;�__ CALLED 23.95 ACRE TRACT REPLAT CALLED 10.00 ACRE TRACT 11947/248 11945/232 NTS L_------------ -- _ - N /F ----------- N/F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 5.10 ACRE TRACT TRACT ONE. 11612/25 OF POLO ESTATES BLOCK 1, LOTS 1 - 21 I -1:;I I III m OF FOXWORTH SUBDIVIS BLOCK I,LOT 1 34.069 ACRES MEASURED CALLED 34.082 ACRES VOLUME 6050, PAGE 67 T. HENRY SURVEY, A-132 JOHN PAYNE SURVEY, A-195 BRAZOS COUNTY, TEXAS SCALE: 1"=60' JANUARY 2015 OWNER/DEVELOPER: ENGINEER: GET REAL, LLC 3850 CORPORATE CENTER DRIVE BRYAN, TX 77802 Ikultz Engineering, 2730 LONGMIRE DR., SUITE A BRAD KERB, RPLS SURVEYOR:NO.• 4502 COLLEGE STATION, TEXAS 77845 KERR SURVEYING, LLC 979.764.3900 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 SHEET OF 2 BOUNDARY Curve Table UTILITY EASEMENT QQ CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION Cl 39.27' 25.00' 091700'00" 25.00' 35.36' S03!37'06"E C2 428.89' 270.00' 091*00'46" 274.81' 385.20' S03!06'43*E C3 92.16' 50.00' 105'36'26* 65.88' 79.66' S10*24'33"E C4 72.09' 190.00' 021-4425" 36.49' 71.66' S74'04'59"E C5 19.68' 25.00' 045!05'57" 10.38' 19.17' N72'29'50*E C6 282.95' 60.00' 270*1 VW 59.79' 84.71' S05'02'49"W C7 19.68' 25.00' 045'05'57* 10.38' 19.17' N62'24! 1 3"W C8 162.30' 260.00' 03545'56* 83.89' 159.68' N67'04'14"W C9 11.63' 25.00' 026'38'44* 5.92' 11.52' N62'30'38"W Clo 153.21' 60.00* 146'18'01* 198.111' 114.85' NO2'-41'00"W C71 12.25' 25.00' 028*04'21* 6.25 12.13' N56 -25-50-E C12 317.69' 1 200.00' 1 091100r46* 203.57' 285.33- NO3'06'43-W C13 39.27' 1 25.00- 1 090'00'00' 25.OD' 35.36- S86 -22.54-W VICINITY MAP (TYPICAL)2.091 AC. ^ 19 LOT 5`0i PRIVATE 0 6\ DRAINAGE 1.086 AC. EASEMENT 0 K). . < q COS I. '00 19C-� LOT 4 0- 10' PUBLIC 2.854 AC. UTILITY EASEMENT, 20' PUE �M3,�56' 44"E.-ff -285-9- (TYPICAL) 6050/67 LOT 13 0 ---------- 1.097 AC. \-,o S47' 4042 Lo35 0.66 10' PUBLIC BLOCK 1 �` \Z UTILITY 0, LOT 6 co EASEMENT,/ / % / \ 6050/67 16' PUE (TYPICAL) 1.032 AC. C-1 \\ / /�`�\ (72 20' PUE BLOCK 1 , - I __ k"r-mML-) 20' PUBLIC --- -------- UTILITY LOT 12 EASEMENT, 1z 6050/67 1.099 AC. Z z S49' --52,- X 10 \ j499.98, F 16' PUE CHADNW/OOTAN(TYPICAL) N C-1 11.50 ACRE TRACT 10340/276 1 z LOT 11 LOT 7 z 1.098 AC. 5.099 AC. /10 6.89' INSET 'A' we NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041CO325-E AND NO. 48041CO375-E, EFFECTIVE DATE- MAY 16, 2012. 3. 1/2- IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 5. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE:! PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 6. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. 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. 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WtLLt5UKN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. ,-8. ALL TREES AND -BRUSH SHALL BE REMOVED FROM THE ROADWAY N/F RIGHTS-OF-WAY RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC TEXAS MU UTILITY EASEMENTS. ALUMNI 9. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION HOUSING AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY CORP. OF EASEMENT AT THE DEVELOPER'S EXPENSE. �IGMA PHI 10. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES EPSILON WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT A.LLED 7.52 OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL CRE TRACT DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL 4579/122 EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 11. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS A I D GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY III EASEMENT. 12. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING DRAINAGE WAYS. 1 13. THE SUBJECT TRACT LIES WITHIN THE EXTRA-TERRITORIAL(� JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. d 14. BLANKET EASEMENT TO CITY OF BRYAN, 98/277, DOES APPLY TO THIS TRACT. 15. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED RESTRICTIONS. 16. BRAZOS COUNTY WILL NOT BE RESPONSIBLE FOR MAINTAINING THE PUBLIC SLOPE OR DRAINAGE EASEMENTS. THE HOME', OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE',', DRAINAGE EASEMENTS. 17. LOT I AND LOTS 17 THROUGH 21 SHALL TAKE ACCESS II' MALLET WAY. NO DRIVEWAY ACCESS WILL BE ALLOWED ONTO ij --------- - - - - - - - 11 11jumim GRAHAM 20' PUBLIC LOT 10 UTILITY CO. EASEMENT, LOT 2 r ' s�� \\ %`� 1.082 AC. 0 6050/67 I BLOCK 1 40' DRAINAGEPRIVATE FOXWORTH EASEMENTSUBDIVISION / / ( (6050/67) 20' PUE Uj (TYPICAL) 16PUE / \ ` \ \ j � / .., � (TYPICAL) \ $ \ \ / / ry6 ti (oTrnlc )CAL LOT 9 LOT 2 1.198 AC. LOT 8 40' PRIVATE C4 2.207 AC.Lo 's> C3 EASEMENT 10 PDE DRAINAGE L8 /<1 dQ PDE >1 & CN N1, 36.71 106.13 N ycr to w c3i L0 �4 ZI �4 10' PUBLIC LOT 21 4i I UTILITY MALLET WAY Ed PDE EASEMENT, f 6050/67 - - - - - - - - - - - - I I LOT 3 - - - - - - - - - - - - - - - - - - - - - - - - - - 001.0ts- - - - - - - - - - - - - - -- - W-A7-'iQW - -1 1,,: N/F N/F MATTHEW D. SMITH AND HAYLEY R. ALAN ADRIAN DAVIS AND SMITH JULIE ANN DAVIS IINSET'113;�__ CALLED 23.95 ACRE TRACT REPLAT CALLED 10.00 ACRE TRACT 11947/248 11945/232 NTS L_------------ -- _ - N /F ----------- N/F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 5.10 ACRE TRACT TRACT ONE. 11612/25 OF POLO ESTATES BLOCK 1, LOTS 1 - 21 I -1:;I I III m OF FOXWORTH SUBDIVIS BLOCK I,LOT 1 34.069 ACRES MEASURED CALLED 34.082 ACRES VOLUME 6050, PAGE 67 T. HENRY SURVEY, A-132 JOHN PAYNE SURVEY, A-195 BRAZOS COUNTY, TEXAS SCALE: 1"=60' JANUARY 2015 OWNER/DEVELOPER: ENGINEER: GET REAL, LLC 3850 CORPORATE CENTER DRIVE BRYAN, TX 77802 Ikultz Engineering, 2730 LONGMIRE DR., SUITE A BRAD KERB, RPLS SURVEYOR:NO.• 4502 COLLEGE STATION, TEXAS 77845 KERR SURVEYING, LLC 979.764.3900 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 SHEET OF 2 BOUNDARY PUBLIC UTILITY EASEMENT QQ PROPERTY CORNER PRIVATE DRAINAGE EASEMENT ----------- PUBLIC DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT PDE PUBLIC DRAINAGE EASEMENT VICINITY MAP (TYPICAL)2.091 AC. ^ 19 LOT 5`0i PRIVATE 0 6\ DRAINAGE 1.086 AC. EASEMENT 0 K). . < q COS I. '00 19C-� LOT 4 0- 10' PUBLIC 2.854 AC. UTILITY EASEMENT, 20' PUE �M3,�56' 44"E.-ff -285-9- (TYPICAL) 6050/67 LOT 13 0 ---------- 1.097 AC. \-,o S47' 4042 Lo35 0.66 10' PUBLIC BLOCK 1 �` \Z UTILITY 0, LOT 6 co EASEMENT,/ / % / \ 6050/67 16' PUE (TYPICAL) 1.032 AC. C-1 \\ / /�`�\ (72 20' PUE BLOCK 1 , - I __ k"r-mML-) 20' PUBLIC --- -------- UTILITY LOT 12 EASEMENT, 1z 6050/67 1.099 AC. Z z S49' --52,- X 10 \ j499.98, F 16' PUE CHADNW/OOTAN(TYPICAL) N C-1 11.50 ACRE TRACT 10340/276 1 z LOT 11 LOT 7 z 1.098 AC. 5.099 AC. /10 6.89' INSET 'A' we NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041CO325-E AND NO. 48041CO375-E, EFFECTIVE DATE- MAY 16, 2012. 3. 1/2- IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 5. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE:! PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 6. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. 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. 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WtLLt5UKN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. ,-8. ALL TREES AND -BRUSH SHALL BE REMOVED FROM THE ROADWAY N/F RIGHTS-OF-WAY RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC TEXAS MU UTILITY EASEMENTS. ALUMNI 9. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION HOUSING AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY CORP. OF EASEMENT AT THE DEVELOPER'S EXPENSE. �IGMA PHI 10. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES EPSILON WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT A.LLED 7.52 OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL CRE TRACT DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL 4579/122 EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 11. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS A I D GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY III EASEMENT. 12. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING DRAINAGE WAYS. 1 13. THE SUBJECT TRACT LIES WITHIN THE EXTRA-TERRITORIAL(� JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. d 14. BLANKET EASEMENT TO CITY OF BRYAN, 98/277, DOES APPLY TO THIS TRACT. 15. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED RESTRICTIONS. 16. BRAZOS COUNTY WILL NOT BE RESPONSIBLE FOR MAINTAINING THE PUBLIC SLOPE OR DRAINAGE EASEMENTS. THE HOME', OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE',', DRAINAGE EASEMENTS. 17. LOT I AND LOTS 17 THROUGH 21 SHALL TAKE ACCESS II' MALLET WAY. NO DRIVEWAY ACCESS WILL BE ALLOWED ONTO ij --------- - - - - - - - 11 11jumim GRAHAM 20' PUBLIC LOT 10 UTILITY CO. EASEMENT, LOT 2 r ' s�� \\ %`� 1.082 AC. 0 6050/67 I BLOCK 1 40' DRAINAGEPRIVATE FOXWORTH EASEMENTSUBDIVISION / / ( (6050/67) 20' PUE Uj (TYPICAL) 16PUE / \ ` \ \ j � / .., � (TYPICAL) \ $ \ \ / / ry6 ti (oTrnlc )CAL LOT 9 LOT 2 1.198 AC. LOT 8 40' PRIVATE C4 2.207 AC.Lo 's> C3 EASEMENT 10 PDE DRAINAGE L8 /<1 dQ PDE >1 & CN N1, 36.71 106.13 N ycr to w c3i L0 �4 ZI �4 10' PUBLIC LOT 21 4i I UTILITY MALLET WAY Ed PDE EASEMENT, f 6050/67 - - - - - - - - - - - - I I LOT 3 - - - - - - - - - - - - - - - - - - - - - - - - - - 001.0ts- - - - - - - - - - - - - - -- - W-A7-'iQW - -1 1,,: N/F N/F MATTHEW D. SMITH AND HAYLEY R. ALAN ADRIAN DAVIS AND SMITH JULIE ANN DAVIS IINSET'113;�__ CALLED 23.95 ACRE TRACT REPLAT CALLED 10.00 ACRE TRACT 11947/248 11945/232 NTS L_------------ -- _ - N /F ----------- N/F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 5.10 ACRE TRACT TRACT ONE. 11612/25 OF POLO ESTATES BLOCK 1, LOTS 1 - 21 I -1:;I I III m OF FOXWORTH SUBDIVIS BLOCK I,LOT 1 34.069 ACRES MEASURED CALLED 34.082 ACRES VOLUME 6050, PAGE 67 T. HENRY SURVEY, A-132 JOHN PAYNE SURVEY, A-195 BRAZOS COUNTY, TEXAS SCALE: 1"=60' JANUARY 2015 OWNER/DEVELOPER: ENGINEER: GET REAL, LLC 3850 CORPORATE CENTER DRIVE BRYAN, TX 77802 Ikultz Engineering, 2730 LONGMIRE DR., SUITE A BRAD KERB, RPLS SURVEYOR:NO.• 4502 COLLEGE STATION, TEXAS 77845 KERR SURVEYING, LLC 979.764.3900 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 SHEET OF 2 / — — — — —— — — — — — — — — — — — — — — — — — — --------- / -1 -- 20' WELLBORN / ,0 WATER SUPPLY CORP. EASEMENT, 6050/67 SCALE IN FEET 20' PUBLIC UTILITY EASEMENT, 6050/67 C-2 CERTIFICATE OF OWNERSHIP AND DEDICATION \ STATE OF TEXAS \ COUNTY OF BRAZOS I, Louis A. Malechek ill, of Get Real, LLC, a Texas Limited Liability Company, Owner and Developer of the 34.069 acre tract being all of Lot 1 Block 1, Foxworth Subdivision and designated herein as Lots 1-21 Block 1, Polo Estates Subdivision, in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. Louis A. Malecheck, III, Manager Get Real, LLC 20' WELLBORN WATER SUPPLY CORP. EASEMENT, 6050/67 \ 10' PUBLIC UTILITY EASEMENT AORTH GRAHAM ROA -1, VARIES — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11'-20' PUBLIC UTILITYI EASEMENT, � (CALLED) I 6050/67 LOT 1, BLOCK 1 34.082 AC. CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS 1, County Clerk, in and for said county, do hereby this plat together with its certificates of authentication was filed for record in day of 20_in the Deed Records of Brazos Co Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas I I I ( I I I I I I I Uj NF TEXAS MU ALUMNI HOUSING CORP. OF SIGMA PHI I 10' PUBLIC EPSILON CALLED 7'52 EASEMENT,UTILITY I ACRE TRACT 6050/67 LEGEND '4579/122 BOUNDARY — — PUBLIC UTILITY EASEMENT (• PROPERTY CORNER 20' PUBLIC UTILITY \ EASEMENT, \ 6050/67 t N/F CHAD WOOTAN \\ 11.50 ACRE TRACT 10340/276 STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Louis A. Malechek III known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/they executed the some for the purpose and consideration therein stated. Given under my hand and seal on this day of 20___ Notary Public, Brazos County, Texas CERTIFICATE OF CITY PLANNER I, City Planner of the City of College Station, hereby certify that this subdivision plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Planner City of College Station CERTIFICATE OF COUNTY JUDGE This subdivision was duly approved by the Commissioners Courty of Brazos County, Texas, as the Final Plat of such subdivision on day of 20— Signed this the day of 20— County Judge, Brazos County \ I \ I \ I r \ 20' PUBLIC \ UTILITY EASEMENT, \ 6050/67 \ \ \ CERTIFICATE OF CITY ENGINEER \ 1, City Engineer of the City of College Station, Texas, hereby \ certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations \ of the City of College Station. \ \ City Engineer \ City of College Station \ \ CERTIFICATE OF SURVEYOR \ STATE OF TEXAS \ COUNTY OF BRAZOS \ ,— 1, Brad Kerr, Registered Public Surveyor, No. 4502, in the State of Texas, hereby certify that �— — — — — — — — — — — this plat is true and correct and was prepared from an actual survey of the property and — — - — — — — — — — - — that property markers and monuments were placed under my supervision on the ground. Brad Kerr. R.P.L.S. No. 4502 N/F MATTHEW D. SMITH AND HAYLEY R. SMITH CALLED 23.95 ACRE TRACT 11947/248 r Q i U C� C 0 10' PUBLIC UTILITY EASEMENT, 6050/67 -------------------------------- _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- J �I � LOT 2 BLOCK 1 FOXWORTH ! SUBDIVISION 7 (6050/67) S41J� dT 1Q'W _ •7a %71 ------- -- I----------- Vol. 6050 Pg. 67 N/F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS CALLED 10.00 ACRE TRACT 11945/232 N/F ALAN ADRIAN DAMS AND JULIE ANN DAMS CALLED 5.10 ACRE TRACT TRACT ONE, 11612/25 PRIVATE DRAINAGE EASEMENT PUBLIC DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT PDE PUBLIC DRAINAGE EASEMENT VICINITY MAP W 1110WA1I421 NOT TO FINAL PLA OF POLO ESTATES BEING A i rjW-J�ivl OF FOXWORTH SUBDIVISI BLOCK 1, LOT 1 34.069 ACRES MEASURED CALLED 34.082 ACRES VOLUME 6050, PAGE 67 T. HENRY SURVEY, A-132 JOHN PAYNE SURVEY, A-195 BRAZOS COUNTY, TEXAS SCALE: 1 "=60' JANUARY 2015 OWNER/DEVELOPER: ENGINEER: Get Real, LLC 3850 CORPORATE CENTER DRIVE Schultz Engineering, BRYAN, TX 77802 SURVEYOR' 2730 LONGMIRE DR., SUITE A COLLEGE STATION, TEXAS 77645 BRAD KERR, RPLS•NO. 4502 979.764.3900 KERR SURVEYING, LLC 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 'y that trice the Texas, in 1 SHEET I!2 OF 2 SCALE: 1 " 100 0100 100 200 300 Feet BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. CM — CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY LINES. BUILDING SETBACK LINES PER PLAT, 6050/67. THIS SURVEY PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. EASEMENTS AND OTHER MATTERS MAY APPLY. SURVEYOR'S CERTIFICATE: 1, BRAD KERR, R.P.L.S. NO. 4502, DO HEREBY C RTIFY THAT TO THE BEST OF MY KNOWLEDGE THIS PLAT IS A TRUE REPRESENTATION OF A SURVEY I ADE ON THE GROUND UNDER MY SUPERVISION AND THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THIS TRACT EXCEPT AS SHOWN HEREON. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, PANEL NO. 48041CO325E, REVISED DATE: 05-16-2012. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4502 1/2 INCH IRON ROD FOUND - CM PLAT CALL: N 46'46'07" E 37.35', 6050/67 \\ N 43'03' 12" E 37.40' MEASUREDWATER 1/2 INCH IRON �" VALVE ROD FOUND - CM ^ PLAT CALL: N 45'04'37" E 128.85', 6050/67 / \ N/F N 41'29'12" E 128.78' MEASURED , �� /^� TEXAS MU ALUMNI HOUSING \ \ CORP. OF SIGMA PHI EPSILON < \ 1/2 INCH IRON / /i �// `� \ CALLED 7.52 ACRE TRACT ROD FOUND - CM \ \\\ \ EDGE OF PAVE DEED CALL: N 44'54'10" E 242.44', 6050/67 N 41'2254" E 242.48' MEASURED PLAT CALL: N 51'46'59" E 22.90', 6050/67 N 48'14'17" E 22.91' MEASURED TELEPHONE PEDESTAL -1/2 -`INCH- IRON - -.- ROD FOUND - CM O\ro'\ / tK �P � stir►' „?��i/ , ,�4 /gyp 0. tK 1/2 INCH IRON ROD FOUND - CM WOOD 6'y •,p� /// /BARN / / BARN ce:l� / LENT >l z4 1 \ � AE -AE -AE \ AE 60' 60' /// \�\ \ L SG v% O w. 0 FUEL STORAGEV� 10' PUBLIC UTILITY \ `� \ // �6 \\\ \\ EASEMENT, 6050/67 1/2 INCH IRON j /// / / �►j�'P\;%� LOT 2 \\\\ \ ROD FOUND - CM / / / tK p \ \ \ `\\ \\7�.�A09. 20' PUBLIC UTILITY EASEMENT, 6050/67 \� \ \\�' -z 3�°P�// LOT 1 1/2 INCH IRON Q �/ ' 34.069 ACRES MEASURED \` \ ROD FOUND - CM PLAT CALL: N 44'47'57" E 75.02', 6050/67 N 40°59'53" E 75.31' MEASURED 1/2 INCH IRON ROD FOUND - CM EDGE OF PAVEMENT 1/2 INCH IRON ROD FOUND - CM 0 0 2 (o 0 n- 0) . Ll N 0 r 0 �I U s a 20' PUBLIC UTILITY // CALLED 34.082 ACRES EASEMENT, 6050/67 ARENA / \` \ ` / \\ \v/ // \ 1/2 INCH IRON BARN ROD FOUND - CM 20' WELLBORN WATER SUPPLY CORP. EASEMENT, 6050/67 ! I i / BARN / / N/F ALAN ADRIAN DAVIS AND JULIE ANN DAVIS I ►I !\� �—,.� /// ,/ CALLED 5.10 ACRE TRACT TRACT ONE, 11612/25 If - - I! I 10' PUBLIC UTILITY txt 10' PUBLIC UTILITY //f /// � II ! EASEMENT, UTIL 67 i EASEMENT, 6050/67 /, / Q do x —2 SIDE SETBACK LINE �z N 84°57'1 ? " �/ — 1197.77' PLAT CALL: N 81'24'32" W MEASURED — ---� / 1 ; 0 1198.04', 6050/67 cp to 0 U1 C) V, rn U1 W G t k 1 N/F CHAD WOOTAN 11.50 ACRE TRACT 10340/276 1/2 INCH IRON ROD FOUND - CM N/F MATTHEW D. SMITH AND HAYLEY R. SMITH CALLED 23.95 ACRE TRACT 11947/248 LEGEND: LIGHT POLE -0- UTILITY POLE --) GUY WIRE ANCHOR AERIAL ELECTRIC LINES —.lp. np-- —aE WOOD- FENCE // -'/f ------- ,f BARBED WIRE FENCE X—x—X- WIRE MESH FENCE 0 13 PIPE FENCE DECK CONCRETE SURVEY PLAT OF LOT 1 FOWORTH SUBDIVISION VOLUME 6050, PAGE 67 BRA�`ZOS COUNTY, TEXAS SCALE: 1 INCH = 100 FEET SURVEY DATE: 10-22-14 PLAT DATE: 10-24-14 C JOB NUMBER: 14-795 CAD NAME: 14-795 CR5 FILE: 14-795 PREPARED BY: KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195 W N E a to } N to ♦ 024"-'- M ♦ /7.'Cie nou ,- HAGK E ♦♦ARKWA BAPTIST CHURCH LEMONTREE PARK PROPERTY LINE 1211 'G ' 5 , EX 'PUE ` � /;' � /_ / , l� out o 20 --- - _ EX BUILDINGS / Proposed 6 AWWA C900 DR 14 PVC WATERLINE, CLEAR & GRUB AS REQUIRED. (COORDINATE WITH CS PARKS. DEPARTMENT) PROPOSED 10 PUE 2-12 F S `----------- - STA 0+00 Ex. 6" Water Line TIE INTO EX VALVE / San. Sewer Manhole 1+50 0+50 1+00 / Rim: 28.08 FI: 270.58a>>>make Wall <2,S i STA 0+03 1-6" DI 45 BEND STA 2+06 "soft,, PROPOSED HYDRANT San. Sewer Manhole 'Rim: 274.08 E soft,,,` FI: 268.x5 � `• 14 o / 10" Tree San. Sewer Manhole Rim: 2-73.62 FI: 266.84 ` . •�/ 1+00 2+00 PARKWAY BAPTIST CHURCH PORTABLE ADDITION HYDRANT EXTENSION PLAN & PROFILE Jr JONES&CARTER,INC. � ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 THIS DOCUMENT IS RELEASED JC JOB NO FOR THE PURPOSE OF: C0016-005 SITE REVIEW 1 1/21/2015 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. SHEET NO. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR C-2 PERMITTING PURPOSES. � �0 286 I I i 286 284: , _ i r 284 282 i I 282 i 280 i , i i i I 280 278 STA 0+00 1EX 6" VALVE �— i _ I STA 2+06 I PROPOSED HYDRANT i I _ 278 276� � I 276 i I _ i I, 274I � - ( I I I - _ -- - , -" ; 274 i - --i _ 272 I ---—i-----, i- -- -- I-- - I i �_ ---- 272 EX 6 WATER VERITY ELEVATION LINE, I STA 0+03 1-6" DI 45 BEND{ 4' MIN j I 270 i r i i ! I I 270 268 268 266 !_ � I l i 266 _ 1+00 2+00 PARKWAY BAPTIST CHURCH PORTABLE ADDITION HYDRANT EXTENSION PLAN & PROFILE Jr JONES&CARTER,INC. � ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 THIS DOCUMENT IS RELEASED JC JOB NO FOR THE PURPOSE OF: C0016-005 SITE REVIEW 1 1/21/2015 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. SHEET NO. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR C-2 PERMITTING PURPOSES. � �0 W E LO LO N N �♦ U San. Sewer Manhole Rim: 278.08 FI: 270.58 EX 6" WL F STA 0+00 TIE INTO EX VALVE Wall Gle nou / O IN out / EX BUILDINGS / - ------------- -- N / 0 o Gfi San. Sewer Manhole Rim: 273.62 ♦, / •J FI: 266.84 :♦ �,,'//_ -___. / Al / 0' 20' 40' — ---- --- — -- —----'--- 024' >rM I + ` + i --�— 286 HACK E ` 12" i PARKWAY BAPTIST CHURCH/LEMONTREE PARK PROPERTY LINE ; 4 286 284284 5 \` EX ' PUE t , 282 � Proposed 6" AWWA C900 DR14 PVC I I _: I i _( I WATERLINE, CLEAR & GRUB AS REQUIRED. � C ( _- 282 (COORDINATE WITH CS PARKS DEPARTMENT) PROPOSED 10 PUE-� 7- ,\ 2_1211 E 5 \ Ex. 6" Water LineIIVL— ` --------r- --.- 0+50 1+00 1+50 , `S STA 0+03 280 1-6" DI 45 BEND STA 2+06 I PROPOSED HYDRANT 278 STA 0+00 I EX 6 VALVE , I I ! I ( STA 2+06 PROPOSED HYDRANT San. Sewer Manhole Rim: 274.08 ` _ —_— FI: 268.85 Sl `•. �o 10" Tree ___-- Gle nou / O IN out / EX BUILDINGS / - ------------- -- N / 0 o Gfi San. Sewer Manhole Rim: 273.62 ♦, / •J FI: 266.84 :♦ �,,'//_ -___. / Al / 0' 20' 40' 1+00 2+00 PARKWAY BAPTIST CHURCH PORTABLE ADDITION HYDRANT EXTENSION PLAN & PROFILE r JONES &CARTER,INC. Jr ENGINEERS•PLANNERS•SURVEYORS Texas Board of P•ofessional Engineeis Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 THIS DOCUMENT IS RELEASED JC JOB NO FOR THE PURPOSE OF: C0016-005 SITE REVIEW 1 1/21/2015 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. SHEET NO. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. — ---- --- — -- —----'--- — — I + ` + i --�— 286 i i I ; 4 286 284284 t 282 � I I I _: I i _( I � C ( _- 282 7- y 280 280 I ( 278 STA 0+00 I EX 6 VALVE , I I ! I ( STA 2+06 PROPOSED HYDRANT 278 _ —_— ___-- I I I 276 _ — �_- i i I 276 I I I 274 274 272 STA 0+03 II 272 " I EX 6 WATER LINE, VERITY ELEVATION 1-6" DI 45 BEND 4 MIN I I 270 I i I I I i I ! , 270 268 I � + I I I I i ! 268 _ , -i_ 266 { _ i i I i 266 1+00 2+00 PARKWAY BAPTIST CHURCH PORTABLE ADDITION HYDRANT EXTENSION PLAN & PROFILE r JONES &CARTER,INC. Jr ENGINEERS•PLANNERS•SURVEYORS Texas Board of P•ofessional Engineeis Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 THIS DOCUMENT IS RELEASED JC JOB NO FOR THE PURPOSE OF: C0016-005 SITE REVIEW 1 1/21/2015 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. SHEET NO. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. I I � I I - I . I I NOTES: 1. Gity of Gollege, Station, Gravqforcl Burnett League, A-7 Brozo!5 C,ounty, Texo!a. 2. Zoned P, -(o I I 5. According to the Flood Insurance Rate Map compiled by the Federal Emergency Management Agency for the National Flood Insurance Program, Community Panel No. 48041CO144 C, Brazos County, Texas dated July 2, 1992, it appears that a portion of the captioned property falls within the 100 Year Flood Hazard Boundary. The 100—year flood elevation is 274.3 per FEMA FIS. The existing conditions flood plain, is also shown based on the Mitchell & Morgan study which just clips the Southwest corner of the property. 4. No grading is proposed except for minor leveling. 5. Stormwater drainage impacts from this addition are I insignificant. I . (b. Fire flow for 1500 SIT, Type V—B = 1,500 GPM from 1 Hydrant (Existing). -7. Building setbacks to be in accordance with the City of College Station UDO, currently they are: 25' front, 20' rear, 7.5' side. 8. All roof and ground mounted mechanical equipment sha!'I be - - screened from view or isolated so as not to be visible _fr'bm' any public right of way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with th,e building architecture and scale to maintain a unified appearance. cf. Exterior building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The l not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a meas that the projected cone of light does not cross the property line. � 10.100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is required in parking lot islands, swales, and drainage areeas, the parking lot setback, right of way, and adjacent property disturbed - I ruction. 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