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Home My WebLink AboutDrawingsr � - N/F1 BCS DEVELOPMENT t Ty OF GE STAT E ' 6965/42 103 /262 SECT N _ '_`„•-� �.<•_ ..:.-_ �'„•.�.. � - _ , - _"- _ '10392/2 2 - ij \i\. \ \\\i•\: ` ps Par ay - as Sp ASPN tan• eoe - - $ s 4 3 C 16 o BLO is i BLOC ' 14 N, 2 6 3 4 S 67 8 9 4 5 t 3 - XBLOC 'l5 i\•, :' A. ; •\-i: \\,\�\\,. - 20 BLO I U BLU C BI.O1 " i 8 BID \ •\, N 10 I CK 1 7 9 I 1 } 9 \ 9 I i 1 \" 3 a- 3 a +—: �a I z 10 zr \. ° t 1� 1 v FJ r 312 4 p 12 ! 4 ;f r � 1 1 i i \ rf r t t i 13� t1 4 i s ; 4 i r t r l 'i J I CI 14 r 5 13 i 5 13 1 5 - i3 a 1 i CO 14 6 E STA � t � n IS a 392/280 I 6 1 6 4 7 tG 17 j 15 7 15 7 .! 17BLOCK 19 BLOCK 1 BLOCk 20 I IILOCK t8 LOCK 17 171 ;:. \\•\i ' BLOCK tG 9 18 8 16 I 8 16 8 L � { IACR24BLOCK Cti 1 {`... B 2G j 11 1 1 t j 1 11 1 BLOCK 2 t { � y � 2 12 i 2 I 12 - o12 $ 3 13 13- $ 3 13 !; 3 13$ j, i.I ,.y.\�}\�\ \ \1\}l$\\\,\, 3 }� do' ( \\\`\' is "lt:\:\�5 THE C. BAKER I LE LIVI 4 14} 4 14 'I 4 4 4 - iA" - 3 j g\ 29.405 E $ 5 U j s 5 15�. 15 s 6° 6 16 (0 6 16 v (cam �6•I_% I 5 8 ' 1 7 17 7 17 "I 7 17 `] 0 7 t 0 j 7' , j8'! 18 8 1s 8 18 3 7 to j { 8 18 � i 9 19 3 9 19 I 9 19 9 19 8 li i ME ES AND BOUNDS DESCRIPTION J OFA _ 202.6 RO ERT STEVEN ON LEAGUE, A-54 CASiLEMATE COLLE STATION, B OS COUNTY, TEXAS 1 SUBVISION SUBVISMN SECnON 7 P 6 METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRA OR PARCEL OF LAND LYING AND BEING SITUATED IN THE ROBERT STEVENSON LEAGUE, s A, 83s/1a1 PHASE 2 ABSTRACT N0. 54 ` COLLEGE' STATION' BRAZOS COUN \ -, •�. '-� � -. +� .� a ,. .\ .. ., , ., . .., ., , > > TY TEXAS i'•\' '-\'`. '.\'\''.\' \'.''' : SAID TRAC BEING THE REMAIN DER OF A CA \ \ � . , . \ - � • t '- 03.97 ACRE TRA CT AS DESCR �- \ \•\•. y - -i -i.\ i. l r ,•.-,..- (BED \ \.- \.\ i - APA •\ - \ \ \ - PARTITION DEE \ DIES - \ \ FAM! LY PARTNERS, ' •:: - ,LTD. ORE N VOLU 4027 .: .: - \ \ . ,. . • . � . . , .\ .PAGE 29 OF THE OFFICIAL t �� a �,\aJ�Li _t�� 11t�1\ 1i V :L�� :li\�\L�1t_1_ :. \\.,: s��s�t•,il��\1\-\\i\\\\. ' _ . \�\, ,\ . iiii�� .IAL PUBLIC RECORDS OF BRAZOS COUNTY. ��` k•>ti c kms._ .�.�\ _ _ �. i\�.�.,U �� .\a �s.�:\�_'�°y TEXAS. W.S. Parkway SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES N BOUNDS • � � � D B AS FOLLOWS: i BEGINNING AT INCH . . t. ;>., .:.,, ,. , •.. ;I fz IRON ROD FOUND ON THE SOUTHWE LINE OF A CALLED 75.0 . \ \ 7 ACRE TRACT AS DESCRIBED .\ \ .\ . � BY A DEED TO BCS DEVELOPMENT � r j BLOCK ] i \ CO. RECORDED IN VOLUME 6985, -,';PAGE 42 OF THE OFFICIAI PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS MARKING THE NORTH CORNER OF SAID REMAINDER \ . DER 0 u \ F 303.97 ACRE > 1 z 4 s 6 7 s � \ -i\ � TRACT AND THE EAST CORNER F A CALLE 29.405 ACRE � TRACT AS DESCRIBED BY A DEED TO THE AG NES C. BAKER I \ \ REVOCABLE _ } , � 5 t1 \\\\ \\.i ' ABLE LIVING TRUST RECORDED IN VOLUME 2488, PAGE OF THE 0 ICIAL PUBLIC RECORDS OF BRAZOS COUNTY TEXAS; I \ THENCE. - �- S 48 03 31 E ALONG -THE COMMON UNE OF SAID REMAINDER ! F T'oddio .Lane i..\\ 303.97 ACRE TRACT AND SAID 75.07 ACRE TRACT AT 642.02 F _ , FEET PASS %1 INCH IRON ROD FOUND MARKING THE WEST C � ORNER TLE q \.\\.. - ROUGH IncAPPARENT RIGHT OF WAY OF GREENS PRAIRIE ROAD AND A \ • \ „ r �. ,< ° \ , \. LONG THE SOUTHEAST LINE OF SAID REMAINDER e -e Asx wrr, m' wog Hadleigh Lane \ \ =� OF _ gh \ 303.97 ACRE D _ _:. TRACT FOR -. T 1STANCE OF 2090 \ .81 FEET . _ � ._.. _..__. ._ •_.-- -.: _ _ � •� TO TH SOUTH COR 16 \. , 0 CORNER OF THIS HEREIN ,\•\\\\.\ - - , ,r,,r- ! ,� I i .,,,_ G i.\... �.� DESCRIBED TRACT, ,\\\\\\- \. 1 iii' -i. . i ' i � ' o \:\ :\\;\•\' . » \.�.\\ . _,! } ; i i IIwcK I H \-i\\i,} THENCE: N 48' 21 W CONTINUING THROUGH THE APP ENT RIGHT-OF-WAY OF GREENS P 1 \ \: ! \ .\\. \. RAIRIE ROAD, AT 39.39 FEET A I NCH IRON ROD \\ \ \.\.\\ I - k 1 3 4 5 G \ -\ FOUND i 7 \ i NEAR THE S ' I ORNER OF SWEETW i3 i i i jt i ^3 i EXISTING CONTOUR (MINOR) " " 482 0 PAGE 94 OF THE OFFICIAL PUBLIC RECORDS OF BRAZO ACRE TRACT AND: CASTLEGATE SUBDIVISION SECTION 9 CASTL CAS GAT COUNTY; T ATE SUBDIV t• 1 l i i i I n i PROPOSED 8" SANITARY SEWER LINE - - r s t I I U I { i - t 1 OS COUNTY, ACCORDING TO THE P LAT RECORDED ED I N VOLUME TEXAS, CASTLEGATE SUBDIVISION, SECTION 7 PHA ( SE 2, ACCORDING TO THE EASEMENT LINE e e " B PROPOSED 6" WATERLINE 1 13 \ -W-12-W-12- PLAT RECO RDED IN VO LUME 836 9 PAGE ��E'�,,"`-�-� BLO K 10 � i i r I w 4 { l ! 0 � -\ t t 1 t 1 I o 2 { c s f 1 i , VOLUME 7 213, PAGE a , r t 4 \.\.. \� \ - \ . \ \ \ . \ . . \ i \ \ . \ q \.\\.. - ROUGH IncAPPARENT RIGHT OF WAY OF GREENS PRAIRIE ROAD AND A \ • \ „ r �. ,< ° \ , \. LONG THE SOUTHEAST LINE OF SAID REMAINDER e -e Asx wrr, m' wog Hadleigh Lane \ \ =� OF _ gh \ 303.97 ACRE D _ _:. TRACT FOR -. T 1STANCE OF 2090 \ .81 FEET . _ � ._.. _..__. ._ •_.-- -.: _ _ � •� TO TH SOUTH COR 16 \. , 0 CORNER OF THIS HEREIN ,\•\\\\.\ - - , ,r,,r- ! ,� I i .,,,_ G i.\... �.� DESCRIBED TRACT, ,\\\\\\- \. 1 iii' -i. . i ' i � ' o \:\ :\\;\•\' . » \.�.\\ . _,! } ; i i IIwcK I H \-i\\i,} THENCE: N 48' 21 W CONTINUING THROUGH THE APP ENT RIGHT-OF-WAY OF GREENS P 1 \ \: ! \ .\\. \. RAIRIE ROAD, AT 39.39 FEET A I NCH IRON ROD \\ \ \.\.\\ I - k 1 3 4 5 G \ -\ FOUND i 7 \ i NEAR THE S ' I ORNER OF SWEETW 12R 4°11R 10 `\ \\t,\:l . . ... \ \ i ('\ Irv11TS OF -16 EXISTING CONTOUR (MINOR) " " 482 0 PAGE 94 OF THE OFFICIAL PUBLIC RECORDS OF BRAZO ACRE TRACT AND: CASTLEGATE SUBDIVISION SECTION 9 CASTL CAS GAT COUNTY; T ATE SUBDIV SUBDIVISION, SECTION 9, ACCORDING TO THE PLAT RECORDED , IN VOLUME AS, CONTINUE ON ALONG THE COMMON LINE 0 , F SAID REMAINDER OF 303.97 SION, SECTION 7 PHASE 1 N •ch Drive AWN PWL W F r ,•1:,,,,\,._\,, ,. PROPOSED 8" SANITARY SEWER LINE - - i \ i \\'��•i\\ PROPOSED 4" FORCE MAIN � � 7812 PAGE 265 OF THE OFFICIAL PUBLIC RECORDS OF B OS COUNTY, ACCORDING TO THE P LAT RECORDED ED I N VOLUME TEXAS, CASTLEGATE SUBDIVISION, SECTION 7 PHA ( SE 2, ACCORDING TO THE EASEMENT LINE e e " B PROPOSED 6" WATERLINE =t � 13 \ -W-12-W-12- PLAT RECO RDED IN VO LUME 836 9 PAGE ��E'�,,"`-�-� BLO K 10 � PROPOSED STORM SEWER \ \ \ 1 ) 131 OF , THE OFFICIAL A ACCORDING TO THE PLAT RE RECORDED IN C LIC R PUB EC RDS OF BRAZOS C OUNTY TEXAS, AND C ASTLEGATE SUBDIVISION, SECTION 6, 5 4 3 2 t I VOLUME 7 213, PAGE OF THE OFFICIAL L. PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS AT 4152.50 FE ET PASS I ,• � I k t 4 \.\.. \� \ - \ . \ \ \ . \ . . \ i \ \ . \ ° � A381 NCH IRON RO D FOUND ON THE N � NORTHEAST LINE OF S FEET TO A POINT ID REMAINDER OF 303.97 ACRE RE TRACT CONTINUE O N FORAT hTOTAL DISTANCE OF 416 6.54 WITHIN THE PAVED RIGHT-OF-WAY OF GREI NS PRAIRIE ROAD (VARIABLE WIDTH R.O.W. MARKING T ) HE EAST CORNER OF THIS HEREIN "`• 0 0 \ i 5 T 4 DESCRIBED TRACT; 2 1 BL )CK 13 $ G N. i !\ od Egre e e qac" wvr• aar now � T HENCE• S Al' S5 52 W TH ,x q \.\\.. - ROUGH IncAPPARENT RIGHT OF WAY OF GREENS PRAIRIE ROAD AND A \ • \ „ r �. ,< ° \ , \. LONG THE SOUTHEAST LINE OF SAID REMAINDER e -e Asx wrr, m' wog Hadleigh Lane \ \ =� OF _ gh \ 303.97 ACRE D _ _:. TRACT FOR -. T 1STANCE OF 2090 \ .81 FEET . _ � ._.. _..__. ._ •_.-- -.: _ _ � •� TO TH SOUTH COR 16 \. , 0 CORNER OF THIS HEREIN ,\•\\\\.\ - - , ,r,,r- ! ,� I i .,,,_ G i.\... �.� DESCRIBED TRACT, ,\\\\\\- \. 1 iii' -i. . i ' i � ' o \:\ :\\;\•\' . » \.�.\\ . _,! } ; i i IIwcK I H \-i\\i,} THENCE: N 48' 21 W CONTINUING THROUGH THE APP ENT RIGHT-OF-WAY OF GREENS P 1 \ \: ! \ .\\. \. RAIRIE ROAD, AT 39.39 FEET A I NCH IRON ROD \\ \ \.\.\\ I - k 1 3 4 5 G \ -\ FOUND i 7 \ i NEAR THE S ' I ORNER OF SWEETW .. RPM zMUM LEGEND '700---- 12R 4°11R 10 `\ .. Irv11TS OF -16 EXISTING CONTOUR (MINOR) " " NIN UNOARY PLAT BOUNDARY —�-e s -e — N •ch Drive AWN PWL W F r PHASE LINE —� � — PROPOSED 8" SANITARY SEWER LINE - - LOT LINE —FU 4 FM -4- PROPOSED 4" FORCE MAIN pO PROPERTY CORNER o PROPOSED SEWER MANHOLE -------------- EASEMENT LINE e e " B PROPOSED 6" WATERLINE ROW LINE w e "rte PROPOSED 8" WATERLINE -W-12-W-12- PROPOSED 12" WATERLINE ��E'�,,"`-�-� BLO K 10 COMMON AREA - Sr— sr— -- st- PROPOSED STORM SEWER 1 PROPOSED STORM INLET 6 5 4 3 2 1 P TJ 0 0 6 5 T 4 3 2 1 BL )CK 13 $ od Egre e e qac" wvr• aar now ,x .. RPM zMUM LEGEND '700---- EXISTING CONTOUR (MAJOR) EXISTING SANITARY SEWER LINE — — — EXISTING CONTOUR (MINOR) " " EXISTING WATERLINE -' PLAT BOUNDARY —�-e s -e — PROPOSED 6" SANITARY SEWER LINE PHASE LINE —� � — PROPOSED 8" SANITARY SEWER LINE - - LOT LINE —FU 4 FM -4- PROPOSED 4" FORCE MAIN pO PROPERTY CORNER o PROPOSED SEWER MANHOLE -------------- EASEMENT LINE e e " B PROPOSED 6" WATERLINE ROW LINE w e "rte PROPOSED 8" WATERLINE -W-12-W-12- PROPOSED 12" WATERLINE ��E'�,,"`-�-� PROPOSED SIDEWALK ®M4 PROPOSED FIRE HYDRANT COMMON AREA - Sr— sr— -- st- PROPOSED STORM SEWER CM PROPOSED STORM INLET VICINITY MAP "'T \ \\"' PROJECT LOCATION - s 17 \.i.\�;.i•i ATER FOREST, ASE ONE, ACCORDING TO THE PLAT RECORDED IN VOLUME 4267, PAGE 254 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY TEXAS BEARS N 28' 55' �32 " E FOR A DISTANCE OF 0.13 FEET, CONTINUE ALONG THE COMMON LINE t n OF SAID REMAINDER OF 303.97 ACRE TRACT AND SWEETWATER --OREST, PHA E ONE, FOR A TOTAL DISTANCE OF 158.04 FEET TO A POINT; - BLO `'\:`'`\`. THENCE: ALONG THE COMMON- LIN j $ . 11 \ \, \ .\ E OF SAID REMAINDER OF 30 .97 ACRE TCT AND SWEETWATER FOREST, PHASE ONE, FOR THE FOLLOWING CALLS: 1 13 14 1 16 ', t 20 22 _ _-.9 10-.. ri 1� _. 13r14 is IrP 14 cK r, BLOCK 5 ! 1`: N 56' 19' 49" E FOR A'DISTANCE OF 85.94 FEET; \ _� _____�: ..�_u..�___.___�_ .�_,__W��_. _.-�__,��w�;_v:�� \J.\i• .i .i N 24 48 53 W FOR A DISTANCE. OF 49.81 FEET M e e �n Pxn ear No Drive arc in" PYK Mw No c _ '- \ _\�.\_�\i � . " , � iN 6T 01 46 W FOR A DISTANCE OF 65.96 FEET; S `50' 32' 25" W FOR A DISTANCE OF 60.05 FEET; { - BLOC' s N 52' 33' 01" W FOR A DISTANCE OF 90.43 FEET; hg 1 2 4 5 7 9 0 t1 '1 \ N 31' 31 00 E .FOR A DISTANCE OF 78.55 FEET; [( 3 5 G 7 S ! \\�,`\\. , " l iA =it:�,\; N 52' 41' 45" E FOR A DISTANCE OF 53.92 FEET: N 04 33 48 W FOR A DISTANCE OF 27.74 FEET; \\,\} r+ 13 ° ; \\�``i N 64 22 35 W FOR A ! MANCE._..-58.62 FEET; 1s 1 Is 19 io �I 2z ;Q o u 12 13 14 is 16 i`i�it S 64 50� 10y W FOR A,D�ISTANCE OF 89.41 FEET; 7 BI OCK f \: N 59' 39 33 W FOR A DISTANCE OF 92.34 FEET; S 72' 09' 01" W FOR A DISTANCE OF 54.75 FEET; :r 8-6 Awx Pxrt z ro. EgLemontPhtce t a ee Mn PW. w ear AgwmontPlace 6 \.\\\`` : N 56' 06' 26" W FOR A D'iSTANCE OF 85.10 FEET, A") S 33' 33' 04" W FOR A DISTANCE OF 54.03 FEET; .00K 12 BLOCK u 7 .�:` N 88' 06 49 W FOR A -DISTANCE OF 84.93 FEET; 1 2 3 4 5 6 7 ;o Is 14 13 12 a to \\\�;�:�_�i N 58' 52' 50" W FOR A�1t;TANCE OF 135.41 FEET; \ 4/AS 66` 38 21" W FOR A DI8TANCE -0F 76.07 FEET; ' OEM N 34' 47' 57" W FOR A DISTANCE OF 50.12 FEET; N 23' 42' 35" E. FOR A CSTANCE OF 24.18 FEET; ,e e� Pwr7r .e. Etonbury Avenue" N 81' 57 29 W FOR A DISTANCE OF 125.57 FEET \, \ .\ . 37 48 E FOR A DISTANCE OF 41.67 FEET BLOCK 30 _ BLOC 29 LOCK 28 - t \, \ \_ \ ... \. -i .\i, \ \ . . ,\. \. 'i. '\\ , Bwck v \ \ , \ \ i \ i z \ \ \ .. , S 8 ' \ 0 46 49 1G r"_"_ \ \ \ W FOR A i DISTANCE OF 16 \ \ \ 36.76 FEET; �i N 41' 06' 28" W FOR A DL�TANCE OF 41.21 FEET; �. \ l i \ , t a \. \ 0 15 \ - \ z n i N z i \ \ 10 E FOR, 15 \ \' - i R A DISTANCE � E OF .33.24 C \ - . \ . FEET- TO` ORN R OF TH t i \ THE OUTH E REMAINDER \ i \ `. OF A CALLED � l \ ' 101.322 AC � t\; \�\ t .'\\. \\.\\\�.i�.\�\i,•i , RE TRACT AS •'DESCRIQED i rR,- BY SAID PARTITION DEED TO E, r1, -R JANE GRANT McD0UGAL 4027/29); a r \ \ \ \ \ 3 I "Ir3 \ \ \ , "4 14 3'. \ \ \ \ \ \ \ \ THENCE: \ •i \ E. N 1 ' 3 02.3 \ \ i 1 F.�{^ MIG E COMMON N LINE OF ' "REMAINDER \ \ \ \ SAI[ REM E OF 303.97 AC $ $ �' . $ �.\\\i.\•\ '\i\ii'i- .�i, t .�-- �! ...,!:TEI RE TRACT AND SAID REMAINDER OF 1.01'.322 ACRE TRACT; •AT-..,-. • \ \ i \ \ \ \ \ \ \ \ 1 \ \ 69.86 F \ \. \ EET PA \ \. SSA I 1 \ - \ ,..:�D FOUND CO \ \ '� NTINUE ON TOTAL - - \ \ \ R A DISTANCE OF \ \ \ 296.67 FEET- T \ \ �' 0 A INCH \ \ IRON ROD FOU � \ \ fz FOUND; 4 1 \ .'. \ "0 I I. 4 13 \ \ \ \ \ \ \ \ . THENCE: .1 N 48' f . \ 03 24 \ \ TINUING ALONG THE COMMON N NE OF SAID i \ . REMAINDER OF 303.97 ACR ' \ E TRACT AN I D SAID REMAINDER R OF 101.32 _ �y� - 2 ACRE _ _ \ \-\\\l\ •\ -\� \�;.\��\��\'\\' \ \ TRACT FOR A -DISTANCE 01 9 6.8,3 FEET TO A X INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF A CALLED 18.80 ACRE TRACT DESCRIBED :AS ., •. fes° 1 i 1 .. 5 \ \ \ 1 2 \ . s \ ' , , •i TRACT 1.. 7 BY A s PARTIT • . 1 � . \ ION '` TO 'CHESTER BROWN \ � \ D WN RECOR . DE IN VO LUME 3413 P AGE 228 OF T HE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY; --�-� _ .\\ i �� : -t• \ \ - it \ 1 .\ TEXAS; _ _ \ \ wck 27 \ \ - • \ _ \ \ \ 15 \ \ \ 6 \ \ - \ \ \ >' " THENCE. N 41 56_.,44" ,l �XIG THE COMMON _LINE OF SAID EMAI DER OF 303.97 ACI4E TRACT • : \\\'\\.\\ .\\\,.\i.\'i r . �,\i\. \il\\\:\-\•\i:\'.� �. � _ ,,r_ :,.. AND SAID 18.80 ACRE TRACT AND THE AFOREMENTIONED- ENTIONED 29:4 °`F 5 < .R, T(2488/64) /�r'. .OR A DISTA EDF 2106. \ . \ 5 FEET TO P HE OINT OF B \ , EGINNING CONTAINING 202.655' -ACRES ' 31 B. \ \OF LAND O '30 'v" \ \ \ 14 7 10 \_\ . �.\ \i�.\\ �i.\�\�\�.�iil.�_\• t:. MORE OF LESS, AS SURVEY,Ei 1HE GROUND ` FEBRUAWY: 20 0. BEARING SYSTEM SHOWN HEREIN IS `BASED ON` GRI \ \ � D NORTH AS - i ESTABLISHED . \ \ L D FROM \ \ to \ \ \ 10 \ \ 1 \• i \ GPS \ \ OBSERVATION. \ \ ON. SEE PLAT .\ . \ \ ,...� FEBRUARY RUARY 20 \ \ \ . 10 FOt i DESCRI TI \ \ ORE VE INFORMATION. N. i- C� \ \ OCK 28 8 8 t3 -\ s -. \ \:i� . \ i .\t. ; • BRAD KERR REGISTERED PROFESSIONAL _ r' 9 12 LAND SURVEYOR No. 4507 10 h' r. ATER REST ; ME M 0 4267 9 k u•� 0 � O p PRELI�P NARY PLATN01i n pitv INIINARY L CAST G1TE II SUBDIVISION GENERAL NOTES: 1. THE BEARING .SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE 202,.655 ACP, -u, _U SYSTEM LAMBERT' PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. I S 2. THIS PROPERTY CURRENTLY ZONED R-1 & R-1 B, EXCEPT FOR THE PARK AREAS AND THE �✓ COMMON AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. RESIDENTIAL LOTS WILL ROBERT STEVENSON LEAGUEA-54 , MEET THE REQUIREMENTS OF R-1 OR R-1 B ZONING AS APPLICABLE. EGE STATION, BRAZOS COUNTY, TEXAS 3. THE -TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE CO STATION AND :FIELD SURVEY DATA. QQ__ v X 4. A PORTION OF THIS TRACT.MA WITHIN SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING SAVE CE(27.075T SECTION 200TOWER POINT LETTER OFFMAP REVISIONN CX, , F.E.M.A. CASE NO. 10-06-0657P. ac.) 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. 6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE 7. DETENTION PONDS: AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' SECTION 100 13.108 AC. SECTION 106 = 8.448 AC. SECTION 205 = 9.674 AC. ASSOCIATON (HOA). SECTION 101 11.101 AC. SECTION 107 = 8.406 AC. SECTION 206 = 24.649 AC. 8. THE 1PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. SECTION - SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-207 SHALL BE BUILT 102 6.382 AC. SECTION 201 - 10.587 AC. SECTION 207 = 12.840 AC. IN NUMERICAL -ORDER BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE SECTION 103 9.607 AC. SECTION 202 = 11.959 AC. INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE SECTION 104 9524 AC. SECTION 203= 10.451, AC. BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED. SECTION 105 8.550 AC. SECTION 204 = 20.295 AC. 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. BLOCK 1, LOTS 1 THRU 17 BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO BLOCK 2, LOTS 1 THRU 12 BLOCK 12 LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16 THE ADJOINING PROPERTY OWNERS. BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS i THRU 19 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16 10. SIX FOOT 'SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH BLOCK 4, LOTS 1 THRU 24 BLOCK 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22 SIDES' OF >ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FiVE FOOT SIDEWALKS BLOCK 5, LOTS 1 THRU 16 BLOCK 15'' LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22 THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER BLOCK 6, LOTS 1 THRU 22 BLOCK 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22 STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS BLOCK 7, LOTS 1 THRU 13 BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS. BLOCK 8, LOTS 1 THRU 16 ( BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 11 EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH BLOCK 9, LOTS I THRU 22 ! BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 CALIPER TREE. PER ORDINANCE 3222. BLOCK 10, LOTS 1 THRU 7 BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16 12. THE FOLLOWING 'THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS PARKWAY AND ETONBURY AVENUE. 13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE 0WNER/DEVELOPER: URVEYOR: ENGINEER: SCALE: 1"_200' ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS 3-D Development, LLC Bra Kerf, RPLS No. 4502 PHILLIPS MAY, 2010 WILL BEGIN WITH t THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A 4490 Castlegate Dtive Kern e ' LLC PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS College Station, e five 409 ' Te �e. ENGINEERING USED DECEMBER, 2010 ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE (e St ion, T50 REVISED FEBRUARY, 2012 WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH Bryan, TQC 7783 Kent Laza, P.E. EXISTING SECTIONS OF CASTLEGATE SUBDIVISION. (979) 268-319,",4490 Castlegate Drive 14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 206. College Station, Texas 77845 _. 15. ALL SIDEWALKS LOCATED WITHIN COMMON AREAS ARE TO BE OWNED AND MAINTAINED BY THE HOA. ... / (979)690-3141 Fax: (979) 690-1041 Firm #: 13130 SHEET 1 OF 6 �G N/F ESTER BRC 18.80 ACRI T CT 7 303/228 'o0 110.- -------- M l l \ 82.25 j�\-- y� 1 w-4 w ' i 12 I 10two ESTER JA E GRANT - I \`�¢ \� 9 RIo EASEMENT 3766 4- sur e " W i &e• >k EXHIBIT B, 4027/29 13 14 �I^o EXISTING PIPELINE PIfJ1E " _ 1• I 50 PIPELINE / w -a w I 9565/jA5, N41' 5B' 44'E I j 20' 80 40 0 SCALE IN 12 `\ x� i c I - i i ° i 1 m 1 � oo• I� i 13/ 14 �Io yry �- z o i BL CK 38 14 L_ ( - m MI Z I � I 10 1& 0& 9 �h S 1 wee 3) O l � � •' . _ 421Q. I ��i e I � / I i- N41. 56' 44'E I 9-s-----'-' l 110.00• I I 20' PUE W-4 w 12 e,�. , 421 O MOm V., 13 14 IN 14 z -00 B OCK37 ,d, L__ 52'------ - -='825'---- o r ---- ------ 1 - ----- M I y' I 10 V-1. 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V• •t - 3 GD - O m d I vt m v� m m vt vii I `* v 'gym •gym ml I 119.97' ( I 1 BLO 24 I z z z z z z z I m ` I I 5' PUE . 18" PIPE I COM \ 18 PIPE 28.87 _ 55.00' 55.00' 55.00' 00' 55.00' --55.00_- 37.50' �� - 37.50' 55.00' 55.00' 55. - 55.00' --55_ PU 55A0' 55.00_ 55.00' M 0 15 Op' ��C ----- ------ ---- - 10 9 5' ---- ------ ------ ------ E N y9 ----- PU c s o o s s s s.; --.. - - -- - - �_ 60.75' - -- Bo=7-- -- 60.75'-- -- 60.75_- 6 75__ _ 60.75_- 43.38_-�/ Id 5' PUE4 - __ - -- I - S41. 56' 44'1 118.9.7 i 3 B ASPH PVMT, ROW Klnrlersl O PIPE 10' INLETS 3 PIPE 24" PE .- _ Kmnersle ne 27' B ASPH PVMT, 50' Row 10' INLETS Ki ersley Lane 'w-4 w-► - a - y7 yy�� _ � I'o f I w -i W-4 W-4 M .. 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CAI _ - .. . .. ........ _.....,. -._ a,� ., _ .. .. „ -.. as . h.;w`" •,:...:.� .. - S a 27 B-B"ASPH VMT, 50' ROW arkworth CO Q' JUN ON Warkwo ane 27' B -B ASPH PVMT 50' ROW 10' INLtIti 2-3s' 3s" PIPE 10' INLETS f _ - _ `� Box PIPES War Ort Lane < - sr sr - 2-8.8_5mz -• IIdN 55.00' ozd-t. IdN.55.00' -IN_ 5_'5._P0U0_'E _ IN Sr I Lr .m 55.00 o O 4 3 I•�_60-.75 -- ---60-. 7-5' -u- - JS- -60-.17 S5 - -- JS V� 0-_ - - - - - - --� -�� JUONX-CT-IO-N i37.50' ,55.00 10' IN 24" PIPE / 500 .0- 5-0- .00• --00'- r--0-75'-- m-- 0, 10' INLET PUE 24' PI- B OCK 2 20.00' 18 10' INLET5' PUE 30' PIPE OCK 17 I 2-36' S -i4 PIPESm m w di-n -d-ice BLOCK 14 N bD- O OIOb0(m 9 inOIOI0 22 O Im8 7 6 N41. 56_4 E10 INN N OIN 5Nm vC c�120.00' tzl 'vED 3 e"�1 7- miz io m 12 PIl rse11 F 1.4 {! PRELIMINARY PLAT NOT FOR RECORD GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED .TO THE NAD -83 TEXAS STATE PLANE COORDINATE LEGEND VICINITY MAPSYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED R-1 & R -1B, EXCEPT FOR THE PARK AREAS AND THE EXISTING CONTOUR (MAJOR) EXISTING SANITARY SEWER LINE COMMON AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. RESIDENTIAL LOTS WILL MEET THE REQUIREMENTS OF R-1 OR R -1B ZONING AS APPLICABLE. - -- - EXISTING CONTOUR (MINOR) W w EXISTING WATERLINE 3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE PLAT BOUNDARY -s-a -s-a - PROPOSED 6" SANITARY SEWER LINE STATION AND FIELD SURVEY DATA. 4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING PHASE LINE -S_-8 s -a - PROPOSED 8" SANITARY SEWER LINE TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P. - - LOT LINEti , , PROPOSED 4" FORCE MAIN ® 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. PROPERTY CORNER o PROPOSED SEWER MANHOLE O 6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE • •'' I ' 7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' -------------- EASEMENT LINE -W-6--W-6-PROPOSED 6" WATERLINE I ASSOCIATON (HOA). -W-8-W-8- ROW LINE PROPOSED 8" WATERLINE 8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. z -W-1z W-12- SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-207 SHALL BE BUILT t PROPOSED 12" WATERLINE IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE �� -��.�� PROPOSED SIDEWALK ®Fr+4 PROPOSED FIRE HYDRANT ��' •, '' � �L I INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE COMMON AREA Sr- PROPOSED STORM SEWER 0BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED. ~ 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC ® PROPOSED STORM INLET Ass THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO THE ADJOINING PROPERTY OWNERS. 10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS PROJECT THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER LOCATION STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS. 11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS PARKWAY AND ETONBURY AVENUE. 13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH EXISTING SECTIONS OF CASTLEGATE SUBDIVISION. 14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 206. 15. ALL SIDEWALKS LOCATED WITHIN COMMON AREAS ARE TO BE OWNED AND MAINTAINED BY THE HOA. l 20' P E ° 1 w-4 w N i 12 ESTER JA E GRANT 18' 10' COMM TIONS ----GAL EASEMENT 3766 REM. 101.322 A RE TRACT S a EXHIBIT B, 4027/29 13 14 �I^o EXISTING PIPELINE PIfJ1E " _ tr1C HVIVGJ V. 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V• •t - 3 GD - O m d I vt m v� m m vt vii I `* v 'gym •gym ml I 119.97' ( I 1 BLO 24 I z z z z z z z I m ` I I 5' PUE . 18" PIPE I COM \ 18 PIPE 28.87 _ 55.00' 55.00' 55.00' 00' 55.00' --55.00_- 37.50' �� - 37.50' 55.00' 55.00' 55. - 55.00' --55_ PU 55A0' 55.00_ 55.00' M 0 15 Op' ��C ----- ------ ---- - 10 9 5' ---- ------ ------ ------ E N y9 ----- PU c s o o s s s s.; --.. - - -- - - �_ 60.75' - -- Bo=7-- -- 60.75'-- -- 60.75_- 6 75__ _ 60.75_- 43.38_-�/ Id 5' PUE4 - __ - -- I - S41. 56' 44'1 118.9.7 i 3 B ASPH PVMT, ROW Klnrlersl O PIPE 10' INLETS 3 PIPE 24" PE .- _ Kmnersle ne 27' B ASPH PVMT, 50' Row 10' INLETS Ki ersley Lane 'w-4 w-► - a - y7 yy�� _ � I'o f I w -i W-4 W-4 M .. 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CAI _ - .. . .. ........ _.....,. -._ a,� ., _ .. .. „ -.. as . h.;w`" •,:...:.� .. - S a 27 B-B"ASPH VMT, 50' ROW arkworth CO Q' JUN ON Warkwo ane 27' B -B ASPH PVMT 50' ROW 10' INLtIti 2-3s' 3s" PIPE 10' INLETS f _ - _ `� Box PIPES War Ort Lane < - sr sr - 2-8.8_5mz -• IIdN 55.00' ozd-t. IdN.55.00' -IN_ 5_'5._P0U0_'E _ IN Sr I Lr .m 55.00 o O 4 3 I•�_60-.75 -- ---60-. 7-5' -u- - JS- -60-.17 S5 - -- JS V� 0-_ - - - - - - --� -�� JUONX-CT-IO-N i37.50' ,55.00 10' IN 24" PIPE / 500 .0- 5-0- .00• --00'- r--0-75'-- m-- 0, 10' INLET PUE 24' PI- B OCK 2 20.00' 18 10' INLET5' PUE 30' PIPE OCK 17 I 2-36' S -i4 PIPESm m w di-n -d-ice BLOCK 14 N bD- O OIOb0(m 9 inOIOI0 22 O Im8 7 6 N41. 56_4 E10 INN N OIN 5Nm vC c�120.00' tzl 'vED 3 e"�1 7- miz io m 12 PIl rse11 F 1.4 {! PRELIMINARY PLAT NOT FOR RECORD GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED .TO THE NAD -83 TEXAS STATE PLANE COORDINATE LEGEND VICINITY MAPSYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED R-1 & R -1B, EXCEPT FOR THE PARK AREAS AND THE EXISTING CONTOUR (MAJOR) EXISTING SANITARY SEWER LINE COMMON AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. RESIDENTIAL LOTS WILL MEET THE REQUIREMENTS OF R-1 OR R -1B ZONING AS APPLICABLE. - -- - EXISTING CONTOUR (MINOR) W w EXISTING WATERLINE 3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE PLAT BOUNDARY -s-a -s-a - PROPOSED 6" SANITARY SEWER LINE STATION AND FIELD SURVEY DATA. 4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING PHASE LINE -S_-8 s -a - PROPOSED 8" SANITARY SEWER LINE TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P. - - LOT LINEti , , PROPOSED 4" FORCE MAIN ® 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. PROPERTY CORNER o PROPOSED SEWER MANHOLE O 6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE • •'' I ' 7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' -------------- EASEMENT LINE -W-6--W-6-PROPOSED 6" WATERLINE I ASSOCIATON (HOA). -W-8-W-8- ROW LINE PROPOSED 8" WATERLINE 8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. z -W-1z W-12- SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-207 SHALL BE BUILT t PROPOSED 12" WATERLINE IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE �� -��.�� PROPOSED SIDEWALK ®Fr+4 PROPOSED FIRE HYDRANT ��' •, '' � �L I INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE COMMON AREA Sr- PROPOSED STORM SEWER 0BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED. ~ 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC ® PROPOSED STORM INLET Ass THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO THE ADJOINING PROPERTY OWNERS. 10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS PROJECT THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER LOCATION STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS. 11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS PARKWAY AND ETONBURY AVENUE. 13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH EXISTING SECTIONS OF CASTLEGATE SUBDIVISION. 14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 206. 15. ALL SIDEWALKS LOCATED WITHIN COMMON AREAS ARE TO BE OWNED AND MAINTAINED BY THE HOA. 1 1 1 1 N/F BCS DEVELOPMENT CO. I 6985/42 s a - 1 1.6' ' 18' 10' COMM TIONS 1118• EASEMENT 3766 S a VIA � EXISTING PIPELINE PIfJ1E " _ 1• 50 PIPELINE EASEMENT PER 9565/jA5, 80 40 0 SCALE IN x� i X1;1 i i 1 1 1 1 1 N/F BCS DEVELOPMENT CO. I 6985/42 s a - �) y to m `' 2 PRE, LR41 E CASTIE E II SUBDMSION 02.655 AC111 ES ROB.ExT STEVENSON LEAGUE, A-54 C LLEGE STATION, BRAZOS COUNTY, TEXAS. i SAVE & EXCEPT SECTION 200 (27.075 ac.) SECTION 10 = 13.108 AC SECTION 106 = 8.448 AC. SECTION 205 = 9.674 AC. SECTION 101 = 11.101 AC SECTION 107 = 8.406 AC. SECTION 206 = 24.649 AC. SECTION 1C2 = 6.382 AC. SECTION 201 = 10.587 AC. SECTION 207 = 12.840 AC. SECTION 103 = 9.607 AC. SECTION 202 = 11.959 AC. SECTION 1 = 9524 AC. SECTION 203 = 10.451 AC. SECTION 10 S = 8.550 AC. SECTION 204 = 20.295 AC. - BLOCK 1, LOTS 1 THRU 17 BLOCK 1, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 BLOCK 2, LOTS 1 THRU 12 BLOCK 2, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16 BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS 1 THRU 19 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16 BLOCK 4, LOTS 1 THRU 24 BLOCK 4, LOTS 1 THRU 17 BLOCK 24 LOTS 1 THRU 20 BLOCK 34 LOTS 1 THRU 22 BLOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22 BLOCK 6, LOTS 1 THRU 22 BLOCK 6, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22 BLOCK 7, LOTS 1 THRU 13 BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 BLOCK 8, LOTS 1 THRU 16 BLOCK 8, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 BLOCK 9, LOTS 1 THRU 22 BLOCK 9, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 BLOCK 10, LOTS 1 THRU 7 BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16 OWNER/DEVELOPER: SURVEY(DR: ENGINEER: SCALE: 1"=80' 3-D Development, LLC B ad Kerr, RPLS No. 4502 PHILLIPS MAY, 2010 4490 Castlegate Drive Kerr Surveying LLC REVISED DECEMBER, 20101 College Station, TX 77845 409 N'Tc�as Ave: ENGINEERING REVISED FEBRUARY, 2012 (979) 690-7250 Bryan; TX 7803 Kent Laza, P.E. (979:268- 195 4490 Castlegate Drive College Station, Texas 77845 (979) 690-3141 Fax: (979) 690-1041 SHEET 2 OF 6 Firm #: 13130"., 18' E �f a VIA � s< �) y to m `' 2 PRE, LR41 E CASTIE E II SUBDMSION 02.655 AC111 ES ROB.ExT STEVENSON LEAGUE, A-54 C LLEGE STATION, BRAZOS COUNTY, TEXAS. i SAVE & EXCEPT SECTION 200 (27.075 ac.) SECTION 10 = 13.108 AC SECTION 106 = 8.448 AC. SECTION 205 = 9.674 AC. SECTION 101 = 11.101 AC SECTION 107 = 8.406 AC. SECTION 206 = 24.649 AC. SECTION 1C2 = 6.382 AC. SECTION 201 = 10.587 AC. SECTION 207 = 12.840 AC. SECTION 103 = 9.607 AC. SECTION 202 = 11.959 AC. SECTION 1 = 9524 AC. SECTION 203 = 10.451 AC. SECTION 10 S = 8.550 AC. SECTION 204 = 20.295 AC. - BLOCK 1, LOTS 1 THRU 17 BLOCK 1, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 BLOCK 2, LOTS 1 THRU 12 BLOCK 2, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16 BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS 1 THRU 19 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16 BLOCK 4, LOTS 1 THRU 24 BLOCK 4, LOTS 1 THRU 17 BLOCK 24 LOTS 1 THRU 20 BLOCK 34 LOTS 1 THRU 22 BLOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22 BLOCK 6, LOTS 1 THRU 22 BLOCK 6, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22 BLOCK 7, LOTS 1 THRU 13 BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 BLOCK 8, LOTS 1 THRU 16 BLOCK 8, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 BLOCK 9, LOTS 1 THRU 22 BLOCK 9, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 BLOCK 10, LOTS 1 THRU 7 BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16 OWNER/DEVELOPER: SURVEY(DR: ENGINEER: SCALE: 1"=80' 3-D Development, LLC B ad Kerr, RPLS No. 4502 PHILLIPS MAY, 2010 4490 Castlegate Drive Kerr Surveying LLC REVISED DECEMBER, 20101 College Station, TX 77845 409 N'Tc�as Ave: ENGINEERING REVISED FEBRUARY, 2012 (979) 690-7250 Bryan; TX 7803 Kent Laza, P.E. (979:268- 195 4490 Castlegate Drive College Station, Texas 77845 (979) 690-3141 Fax: (979) 690-1041 SHEET 2 OF 6 Firm #: 13130"., '9 � I 1 N41' 110. I t 1 20' P E 0 w-4 w N 12 ESTER JA E GRANT cDOUGAL I 5` REM. 101.322 A RE TRACT EXHIBIT B, 4027/29 13 0°' S 14 �Io 1 BL CK 35 z M L -.1..1.6• N(------- ---- -- --- --- --- Ri i y� I 10 o`ro1�Itto S'¢• oIo 8 > >3•c o boo 2 O ci 20' PUE I 11 �s •- / EXISTING CONTOUR (MAJOR) 1Ss 110.00' 5' PUE - 1 INLET W Kim olton ou 18" PIPE PROPOSED 8" SANITARY SEWER LINE ---- -- LOT LINE -Flt , FU + - 55.00 PROPERTY CORNER o -55.00' - -- 55_00'- EASEMENT LINE -" ° " s 55.00' - -55.00_ -37_50' - r2 w-tz w-tz RdL ' tz wiz - tz - S / I 2 27' B -B ASPH VMT, 50' ROW arkworth CO = 8.550 Aa. ' 28.84' ------ 55.00' ----- 55.00' Sr - - sr st - INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE 55.00 .00' 37.50' 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 o j `4 BLOCK 9-s 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC THAT AFFECTS LOTS 7, 8, 9, & 10 OF -37.50' 9-S BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. ANY, RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO 10' IN ' PUE M i 1 10' INLET BLOCKii 24" PIPE t0 COurt ><n BLOCK BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER STREETS EXCEPT FOR THOSE PERMANENTLY WITH BLOCK 9, LOTS 1 THRU 22 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 ��'�°� 10' INLET - Sr W i� i� i� cYI eA i' 15 o"'IN 16 oIN 17 0l0 18, oIc 19 0 0 0 21 c 22 16BIN ( 17 BI� 10�`I�1 1 IN l9 B!N 20 BIN oIN 22 10- 0 - - I d d L� 0 z � .? . L � f Z Z - 55:00,20ZE� --5's. W ------ - -_NqL�� - - - = �3zz ------ - ----- ' 130 14 M- olN 15 ro_ �� 16 LOCK " m m 22 m 0 0l jB rsp 7 olm IN o IN old 5 IN 4 2 oIN 3 �I of SIB 0 C 1 of z z �^ z^ z' z 20' PUE 5' PUE 10' INLEr 18" PIPE _ 55.00'- 5.00_ I 55.00' - 55-00' -55.00' - 5.00' - 37_50' -- 13:06'--- --- , , B^S S-5 13 %„ 14 016 N N o A z �� z z'zo BLO 34 10'1 a' 10' INLET L -"11- ----- --- ---- 52fl0'-- - -- --55x.60'- -5560`-- 1-JMMS 1°5 ' -612.24' a th to to to to N to .: _t d. It BLOCI' 23 1 FOCI 18 z z z z z 1 I ao y • \ 18 PIPE 5' PUE 0.11 AC. I '20A 5' PUE 18" PIPE9 1 ♦�- 37.50' .. 55.00^- --55_00-- -.. ' - -_--- --55.00'- - 55_00'-- -55.00'- �00;,_0 L-60.75'- --60_75'-- --B0.75'-- -- 60'- - -- 60.75-- - 60.75--- - 60.75- - --- - - - - Y - JUNC BOX ON. Wark O ane 27' B -B ASPH PVMT O' ROW 10' INLETS �/-PI Es 36" PIPE 10' INLETS < t I->+ • War Ort Lane JUNcnoN < 1 sr-Sr-Sr-sr-sr-sr-�-----�-�- = BOX -9-M h'�i - _ 9-M 1S M Sf - -• yT - S[,- yT ,s ,�.j'.:. i SI' Sr Sr ,� _ __________ ______ ______ __-_.___ __ ___ _-__ _- ____-_- -_ M u 0"3 37.50' 55.00' 55.00' 55.OD' 55.00' 55.00' 55.00' 00' 55.00' r-60.75' 60.75 60.75' 60.75' B0.75' 60.75' 60.75' 43.38' ♦ , O �,� --- -- I 5' PUE 24` PI BOCK 2 N 20.00' M 5' PUE 30• PIPE PP -'! I 10' INLET w w V W W W m ° 2-36" I 1 OCK 17 O �0 1 1 ='„ TI m m_ m m m m io m_ 1 PIPESr. m m SII I i'q BLOCK 0 F"y r �lu'ni �Itmn 8110 �lumi 2IB SIN 2IB SIN 1n{ n nl !B . I . Iat `^ ib ST ST I 9 0 la $ , IN 7 0l� 6 SIN oIN 4 N 3 of 2 N 1 N �� $ N 7 oIN 6 oIN 5 o'N 4 c 3 0 2 m u°i 1 N41t2o.00' �� a rn to m to rn to rn 1 z z z bDv ' a o a 1 ^I I o I OrTIT1 z z 1 20' PUE t 1 20, 1 zl 55:80e__ _-55bB'- -55.90`-_ _-55.00•__ 1 ..i557.5 81 63L ( I ------- ------------- ----------�L4T _44"E . 5 .5Q---- ------ r--- E-- 63' -- -_ I I 120.01 t • _ ------- ----- ---- z _ ,� a 1.100 . v? m_ �_ %_ m_ io m_ m_ m_ 1 m1_ --- Irn �Itrmi �Ititi ,,tIN �!B MLN MIB m m at I' m 7 T Ix , a 5'PUE 56_ E 0 0 N 19 0 18 17 16 15 14 ao 13 od 12 od 11 d io 16 ld h '� SE 0� 1 20 O o o 0 0 0 1n 81 1n ci 15 1� m w' s 140.01' I -24" I IN I IN IN IN IN IN IN N N Old O M 1 m " bo - bo bo '- ao ' S0 '- bo I .- 50 ^ N O1 m II I ' m PE SCALE 1 N FEET PIPE 1 13 Itn I o J v v v v a a v I v .t o. '-b, m 1 1 Io ` cn to to m to to m 1M 12 0 o s BLOC 22 1s• N AREA BLO 17 z s� o ' 11 ui to BI 1� 4- \ PIPE 5' PUE 1 0. AC. 1.76' o i� �o NI I a JUIN CTION vI C� ♦�- 37.50' 55. -55_00__ 55_00'- 55.00_- 55.00' -_00 - 55.00 55.00' S5. r ------ _ BO 60.75' 5944• z , O,n .1 41' S6 1 n t a6t --- --- -- - -- - - ------ - ---- - - - ---------- --A 1.00' 9 3 a tt-s n s 5' PUE l z m I 1 1 .02' 1rGC� tt s tt-s o . o 7si. s s s s S e s -c - 87,20' I I Z 5' - 6218' I I Id i 110. o INLETS Bolton Drive T B -B ASPH PVMT, 50' ROW 10' _ 5'x3' 24" t8 _ I 1 1� 5i IN , -� ,_ 7.os I E INLETS Rcec _ 9 1 50 PIPELINE -zt-,x �, .zs mat=M---•-•-a . .,R .,. .,.....:.•, . ...>. ._ ,,.. _ - _ _ � , -'- 0.53' � N41' 56'., Y EA r e -s I -- ---- .---------------- ----. - - 10' 6•> 78 --6j 86' PIPE PIPE UE 13 P _ -� ♦d e� � 4 .15 58. 58.60 SS.BO 58. 58.60 58.60' 1 58.60' 41.15' � i'";,�" ,� 37.50' 45.76' 30 -� IN ��- � 4267 i s 5' PUE IPE BLOCK 21 1 34.E y I ( 30" PIPE 18.82' 4' U G C \N to m m 1 D BLOC 14R�ItV �4,ry'� 1" 6 ' I z I m w oo• _lam e a I s9.21 9 I 8 "lc 7 t''ld 6 �0 5 MILo d 4 ,,,Itn �Itr'� Mitrq 1: ( 'jNm O1 ;u 52as''- Q 1% 10 I B 0 0 0 0 0 3 0 2 1 ut 5' PUE / e 1 b' I IN IN IN IN IN oIN oIN 1 c 1 17 B v IN m 4 �* C I {- 16 N 2• CI OF T 1 bo NIM 15 !$-To,-, CO ! GE 1 BLOC 21 a' y to to m w to N - :1 14 - l ao 204• 1 3 I TY F I -, h umi !�, 1 - !nom 1 4Q. 7 i PI 03 £10 o LLEGE STATION \ 10' IN 101 PUE 10' INLET I " `� `; 507Di9 � '".f°�d6 1 �'�` -- 5860`-- --5660'-- -- -- \�--_ 0' PUE z v!o _ N 2'I I e ♦ \ :I +� -- - o _ 12 , !� 10392/262 18" PI ) "PIPEC77 , . 0' INLET z 10 9 a`mw 8 F I I n JUNCTION 48 B- H PVMT, 77 RO "`s d' 48 B -B ASPH VMT, 77 ROW � RCP �.� .. - ss:o� � �, ctor�a Avenue 24. P_E • Box Victo a Ave4 ' Sr - Sr sr - sr - Sr - Sr30 PIPE - 56> I I m I t t - sr - sr 2 - o t n �- sr- iT- �- sr sr - - JUNCTION _5256+__ 4.02 I j 3 1 3 co- S41 5 44 W 612. sr r g - 26.40' ,• r, z a .00' -----134 ---- - _ tz n !s~ ._ ,- �'' ' --�, _ _ _-- 10' INLETS EXISTING nr Z _ j% -� X04 ' o r 10' LET----ss-6---- --�2�: - -� --26=--� - _ .� �-� WATER E 1D' PUE 10' INLET B OC 33 ^< I ! 10' INLETI I `z ua .0 1 ♦` ♦♦ 15' UE 10 P / 4 2-36" I .I// _ �// /f/� zr 1i / i I 1 Z' ! I Pte. t0 IN - 'S 18' PIPE C7$ ♦ �'♦ - w w w 1 I w PIPES o ♦ bti♦- Im w I % I 36 ,a �° ! I is "." t __- ... ..w<,. ' "4 -- - - l v -e v e v e v -s --- Z ♦�, 7 IB 6 .SIB MIB N "':- PIPE\a�, 10 fes/ I { , !. HDPE 24'_PI_�-•�zt MMONA q ` is 1 �� oIN 5 oIN 4 oIN 3 BIN BIN as /N /! 9 I I' '/// f%%%j'%. f /. i S A -O _ is �� 6 AC. vlc A,x I 1 ♦ .. 1 20' P E o� .Y/ / N41. 56' 9"E I 125.00 I I \ w-, I e 9 !A V.\lo 10 1Mtln 1'. K 33 .00'-------t5�25'--------- x 1 I w \� M 1 a I I ,, u?y, ] o Mo 6 1 -ion I '?•'� 1 \ 1 20 UE - s-� »i N41' 56' 29"E I 125.00' 1 I ( 1 ♦ i 1 9 ♦� 6 ajM 1 BL CK 32 1 to I I.r- PUE wi, V; N ^ I 11 / / 15' PUE I %/ Z ING BOUNDARY y V41n ..INLET 11j 6 , 8Zc Y S.yS I 24 PIPE _ � 6' .�f EXISTI - CIS�NITARY _ JUNCTION - - %/// % I r i -1..////- f _ /�' :.tel./ �? / SEWER LIN / 5`/PUE /' COL LEGE TA 10 • x � t ��, j •rA� /� o j - - `T 12 �- 8 . •%moi'//%//_�' f j 1039 3U" ''( �--- �fi/ PIPE20 Nor 56' 29•E / B 1 - '-2 1 1 RKLAN 12sss' - { 130.00' "' 1#5.14' 1 ty< •_ -/' ...: = _._ .�,,�. / '1',- :_ _' ; .,;t.;" 13 of I M I I E 1 f/_ 10 INLET I ♦♦ i 5' UE I I I 1 %/ �/ .._ ...� :: //�/ - /�/%/ - ��/ ;/// EXISTING CONTOUR (MAJOR) 1Ss 110.00' 1 - 27' B B ASPH PVMT, 50' R W Kim olton ou - PROPOSED 8" SANITARY SEWER LINE I LOT LINE -Flt , FU + PU 18 PROPERTY CORNER o PROPOSED SEWER MANHOLE -------------- EASEMENT LINE -" ° " s PROPOSED 6" WATERLINE II 12 SECTION' jPUE a a� w-tz r2 w-tz w-tz - z w -t tz wiz - tz - S / I 2 / = 8.550 Aa. ' 28.84' ------ 55.00' ----- 55.00' ----- 55.00' 55.00 INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE 55.00 .00' 37.50' 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 o j `4 BLOCK 9-s 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC THAT AFFECTS LOTS 7, 8, 9, & 10 OF SHE 9-S BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. ANY, RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO 10' IN 2e PIPE M i 1 i'Rt- BLOCKii C 1]1 t0 COurt ><n BLOCK BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER STREETS EXCEPT FOR THOSE PERMANENTLY WITH BLOCK 9, LOTS 1 THRU 22 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 ��'�°� m -I-: - Sr W i� i� i� cYI eA i' 15 o"'IN 16 oIN 17 0l0 18, oIc 19 0 0 0 21 c 22 13 %„ 14 016 N N o A z �� z z'zo BLO 34 10'1 a' 10' INLET L -"11- ----- --- ---- 52fl0'-- - -- --55x.60'- -5560`-- 1-JMMS 1°5 ' -612.24' a th to to to to N to .: _t d. It BLOCI' 23 1 FOCI 18 z z z z z 1 I ao y • \ 18 PIPE 5' PUE 0.11 AC. I '20A 5' PUE 18" PIPE9 1 ♦�- 37.50' .. 55.00^- --55_00-- -.. ' - -_--- --55.00'- - 55_00'-- -55.00'- �00;,_0 L-60.75'- --60_75'-- --B0.75'-- -- 60'- - -- 60.75-- - 60.75--- - 60.75- - --- - - - - Y - JUNC BOX ON. Wark O ane 27' B -B ASPH PVMT O' ROW 10' INLETS �/-PI Es 36" PIPE 10' INLETS < t I->+ • War Ort Lane JUNcnoN < 1 sr-Sr-Sr-sr-sr-sr-�-----�-�- = BOX -9-M h'�i - _ 9-M 1S M Sf - -• yT - S[,- yT ,s ,�.j'.:. i SI' Sr Sr ,� _ __________ ______ ______ __-_.___ __ ___ _-__ _- ____-_- -_ M u 0"3 37.50' 55.00' 55.00' 55.OD' 55.00' 55.00' 55.00' 00' 55.00' r-60.75' 60.75 60.75' 60.75' B0.75' 60.75' 60.75' 43.38' ♦ , O �,� --- -- I 5' PUE 24` PI BOCK 2 N 20.00' M 5' PUE 30• PIPE PP -'! I 10' INLET w w V W W W m ° 2-36" I 1 OCK 17 O �0 1 1 ='„ TI m m_ m m m m io m_ 1 PIPESr. m m SII I i'q BLOCK 0 F"y r �lu'ni �Itmn 8110 �lumi 2IB SIN 2IB SIN 1n{ n nl !B . I . Iat `^ ib ST ST I 9 0 la $ , IN 7 0l� 6 SIN oIN 4 N 3 of 2 N 1 N �� $ N 7 oIN 6 oIN 5 o'N 4 c 3 0 2 m u°i 1 N41t2o.00' �� a rn to m to rn to rn 1 z z z bDv ' a o a 1 ^I I o I OrTIT1 z z 1 20' PUE t 1 20, 1 zl 55:80e__ _-55bB'- -55.90`-_ _-55.00•__ 1 ..i557.5 81 63L ( I ------- ------------- ----------�L4T _44"E . 5 .5Q---- ------ r--- E-- 63' -- -_ I I 120.01 t • _ ------- ----- ---- z _ ,� a 1.100 . v? m_ �_ %_ m_ io m_ m_ m_ 1 m1_ --- Irn �Itrmi �Ititi ,,tIN �!B MLN MIB m m at I' m 7 T Ix , a 5'PUE 56_ E 0 0 N 19 0 18 17 16 15 14 ao 13 od 12 od 11 d io 16 ld h '� SE 0� 1 20 O o o 0 0 0 1n 81 1n ci 15 1� m w' s 140.01' I -24" I IN I IN IN IN IN IN IN N N Old O M 1 m " bo - bo bo '- ao ' S0 '- bo I .- 50 ^ N O1 m II I ' m PE SCALE 1 N FEET PIPE 1 13 Itn I o J v v v v a a v I v .t o. '-b, m 1 1 Io ` cn to to m to to m 1M 12 0 o s BLOC 22 1s• N AREA BLO 17 z s� o ' 11 ui to BI 1� 4- \ PIPE 5' PUE 1 0. AC. 1.76' o i� �o NI I a JUIN CTION vI C� ♦�- 37.50' 55. -55_00__ 55_00'- 55.00_- 55.00' -_00 - 55.00 55.00' S5. r ------ _ BO 60.75' 5944• z , O,n .1 41' S6 1 n t a6t --- --- -- - -- - - ------ - ---- - - - ---------- --A 1.00' 9 3 a tt-s n s 5' PUE l z m I 1 1 .02' 1rGC� tt s tt-s o . o 7si. s s s s S e s -c - 87,20' I I Z 5' - 6218' I I Id i 110. o INLETS Bolton Drive T B -B ASPH PVMT, 50' ROW 10' _ 5'x3' 24" t8 _ I 1 1� 5i IN , -� ,_ 7.os I E INLETS Rcec _ 9 1 50 PIPELINE -zt-,x �, .zs mat=M---•-•-a . .,R .,. .,.....:.•, . ...>. ._ ,,.. _ - _ _ � , -'- 0.53' � N41' 56'., Y EA r e -s I -- ---- .---------------- ----. - - 10' 6•> 78 --6j 86' PIPE PIPE UE 13 P _ -� ♦d e� � 4 .15 58. 58.60 SS.BO 58. 58.60 58.60' 1 58.60' 41.15' � i'";,�" ,� 37.50' 45.76' 30 -� IN ��- � 4267 i s 5' PUE IPE BLOCK 21 1 34.E y I ( 30" PIPE 18.82' 4' U G C \N to m m 1 D BLOC 14R�ItV �4,ry'� 1" 6 ' I z I m w oo• _lam e a I s9.21 9 I 8 "lc 7 t''ld 6 �0 5 MILo d 4 ,,,Itn �Itr'� Mitrq 1: ( 'jNm O1 ;u 52as''- Q 1% 10 I B 0 0 0 0 0 3 0 2 1 ut 5' PUE / e 1 b' I IN IN IN IN IN oIN oIN 1 c 1 17 B v IN m 4 �* C I {- 16 N 2• CI OF T 1 bo NIM 15 !$-To,-, CO ! GE 1 BLOC 21 a' y to to m w to N - :1 14 - l ao 204• 1 3 I TY F I -, h umi !�, 1 - !nom 1 4Q. 7 i PI 03 £10 o LLEGE STATION \ 10' IN 101 PUE 10' INLET I " `� `; 507Di9 � '".f°�d6 1 �'�` -- 5860`-- --5660'-- -- -- \�--_ 0' PUE z v!o _ N 2'I I e ♦ \ :I +� -- - o _ 12 , !� 10392/262 18" PI ) "PIPEC77 , . 0' INLET z 10 9 a`mw 8 F I I n JUNCTION 48 B- H PVMT, 77 RO "`s d' 48 B -B ASPH VMT, 77 ROW � RCP �.� .. - ss:o� � �, ctor�a Avenue 24. P_E • Box Victo a Ave4 ' Sr - Sr sr - sr - Sr - Sr30 PIPE - 56> I I m I t t - sr - sr 2 - o t n �- sr- iT- �- sr sr - - JUNCTION _5256+__ 4.02 I j 3 1 3 co- S41 5 44 W 612. sr r g - 26.40' ,• r, z a .00' -----134 ---- - _ tz n !s~ ._ ,- �'' ' --�, _ _ _-- 10' INLETS EXISTING nr Z _ j% -� X04 ' o r 10' LET----ss-6---- --�2�: - -� --26=--� - _ .� �-� WATER E 1D' PUE 10' INLET B OC 33 ^< I ! 10' INLETI I `z ua .0 1 ♦` ♦♦ 15' UE 10 P / 4 2-36" I .I// _ �// /f/� zr 1i / i I 1 Z' ! I Pte. t0 IN - 'S 18' PIPE C7$ ♦ �'♦ - w w w 1 I w PIPES o ♦ bti♦- Im w I % I 36 ,a �° ! I is "." t __- ... ..w<,. ' "4 -- - - l v -e v e v e v -s --- Z ♦�, 7 IB 6 .SIB MIB N "':- PIPE\a�, 10 fes/ I { , !. HDPE 24'_PI_�-•�zt MMONA q ` is 1 �� oIN 5 oIN 4 oIN 3 BIN BIN as /N /! 9 I I' '/// f%%%j'%. f /. i S A -O _ is �� 6 AC. vlc A,x I 1 ♦ .. 1 20' P E o� .Y/ / N41. 56' 9"E I 125.00 I I \ w-, I e 9 !A V.\lo 10 1Mtln 1'. K 33 .00'-------t5�25'--------- x 1 I w \� M 1 a I I ,, u?y, ] o Mo 6 1 -ion I '?•'� 1 \ 1 20 UE - s-� »i N41' 56' 29"E I 125.00' 1 I ( 1 ♦ i 1 9 ♦� 6 ajM 1 BL CK 32 1 to I I.r- PUE wi, V; N ^ I 11 / / 15' PUE I %/ Z ING BOUNDARY y V41n ..INLET 11j 6 , 8Zc Y S.yS I 24 PIPE _ � 6' .�f EXISTI - CIS�NITARY _ JUNCTION - - %/// % I r i -1..////- f _ /�' :.tel./ �? / SEWER LIN / 5`/PUE /' COL LEGE TA 10 • x � t ��, j •rA� /� o j - - `T 12 �- 8 . •%moi'//%//_�' f j 1039 3U" ''( �--- �fi/ PIPE20 Nor 56' 29•E / B 1 - '-2 1 1 RKLAN 12sss' - { 130.00' "' 1#5.14' 1 ty< •_ -/' ...: = _._ .�,,�. / '1',- :_ _' ; .,;t.;" 13 of I M I I E 1 f/_ 10 INLET I ♦♦ i 5' UE I I I 1 %/ �/ .._ ...� :: //�/ - /�/%/ - ��/ ;/// EXISTING CONTOUR (MAJOR) 10 IN - - - - - - EXISTING WATERLINE EXCEPT PLAT BOUNDARY -S-6 s -o - PROPOSED 6" SANITARY SEWER LINE No. 4502 - PROPOSED 8" SANITARY SEWER LINE - - LOT LINE -Flt , FU + PU 18 PROPERTY CORNER o PROPOSED SEWER MANHOLE -------------- EASEMENT LINE -" ° " s PROPOSED 6" WATERLINE II 12 SECTION' ROW LINE PROPOSED 8" WATERLINE ASSOCIATON (HOA). 1 IP PROPOSED 12" WATERLINE 77.00 PROPOSED SIDEWALK ®Fft4 7.50' / COMMON AREA - sr- -- 9- PROPOSED STORM SEWER = 8.550 Aa. SECTION 204 = 20.295 AC. ® PROPOSED STORM INLET -- INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE - - BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED. BLOCK 2, LOTS 1 THRUI1 BLOCK 9-s 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC THAT AFFECTS LOTS 7, 8, 9, & 10 OF SHE 9-S BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. ANY, RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO BLOCK 4, LOTS 1 THRU 2 BLOCK 5, LOTS 1 THRUM BLOCK LOTS BLOCK 27' -B ASP THE ADJOINING PROPERTY OWNERS. 10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON 50' ROW BLOCKii C 1]1 t0 COurt ><n BLOCK BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER STREETS EXCEPT FOR THOSE PERMANENTLY WITH BLOCK 9, LOTS 1 THRU 22 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS. sr - sr - Sr W - -ST 11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH cYI T6 ( 10�`I�1 IPE 5' PUE - I d d W W W 1 M 12 M• +cd ' 130 14 M- olN 15 ro_ �� 16 " 0l 10 of m to to 10' INLET 20' PUE I ST •- - 9.7:60>--- -- 13:06'--- --- .00`-- ---i9:00`--- ----8250'-- -I >� BLO K 5 �Iton ' 4 Mluoi -'luoi ply of oIN o1N o1N 2 oIN N bol•- bo zo sow I I cn 5' P 1 INLET PIPE / 15.-' - -77.00' s -r3 s-� a s_s � s� 27' B- ASPH P T, 50' R W Chillingh CO w-4 W-4 W Sf W sT .. Sr 15. 77.00' 77.00' 77.00' - - 77.00' -SrW =s7 5' PU INLET 24" PIPE \ I ;,,Im ;,Icd '-lm lm 0100 oIN oIN 13 oIN 4 15 oIN 16 - �1 ba 60 N ^ - of En rn ! 20' PUE I .v s< - - �-7:oe'--- --��-06'--- --- mea--- - - - - ----sr - OC 31 t V`."PT N41 56 29 I ( S41 57 00"W 1 I i t' '5S AWE 0.95 ♦ P N TE f // /f/ %% f /f 1 [ '� $y J ; 129.99 ( 130. I Ij 14 I ^I IN Id:l Tci v" '- ^) � \\ ,• .� .� �/�/�/�� -�% ./� .�/ //f ,'1�.T' . _.f`ri' . fit; .,,,,, �t - - _ - UE N41' 56 0 1 2' ST 00'W IkI • . 3o\l-- / CASTLEGATE SU BVSISION9'E 12s 30. .o CWt E S41 56 29I ' PUE 24• Bo 1 �II E 1 n ILM• ! 1I I 1'8•' - SECTION 7, PHA SE 1 PIPE 0 1 5 0► o ! 7814/265I0 5 N41• 6' WE I S41' 57' 00'W N4i° 56' 2 f ! o / /'f /'.i'/' fl'i�/ �/ 1dyI) r '-} 130.00' I I 130.-00' tom. N 12R 1' j j /% !.%' •%i'i'�/�' /i'' j Ln JUNCTION i 1 I i s' .i'/ -//%-ff.!f% .i' •i'/.%%�i'i .!.!.' l .!i//i' I --- - ! " 1� Box i _ i 4 ! 1 of i /� °. - %f �%! . /•!///% • . . - // i' . f%/ / - � - �` 16 �I 4 .1 /%.ff�' 2? 1 i i i i o - 142.63• - I//// -/f i' i`�!�'! .//%/' ji// i f } yE / d' N 1. 56' 29'E I N S41• 00-w 730.00• 0.00• 1 I1 v I ./ / 'f/f /% '.'ff�-''/ . i- f ' I. f ,::1 LI ITS - R -1B 20',,W' ( i t W I ao i 1s" 1 I i a0 0 %ice i'!f,!% % .!f/%r`% - l ONfNG BOUND RY';y - 1 ► I - ` 17 �I I PIPE 3 l in iq, of I o 11 5' PRNATE I f/ f �/'/� f / //'//.'� 1 D 1^ I ► 'tQ 3 nl D DRAINAGE 1 %ji'./_f �%�% ' - ,u I 10 PUE (n 1 1 I I N IPE _'tx i ! 9/ M I I 1 D EASEMENT i i t, yT N41' 5829E ( I I I - S41' ST 00'w N41' 56' 29'E I # - - 1. . % i 130.00 1 < 130.00' 1 130.00' U /%i�ff/r%i' I�:q5 10' INLET ! I 10' INLET 10' IN 'IPE D• of t o 18 uil g O luoi 24" 2 I d 2 coil (n `� 1 ( ^I I 2-30" OR PIPED ♦�`� �/ �� `i s '' _ _ :7' I '; t ! vJ I I I I 5' PUE in PIPE N41' 56' A7 it 29 I cam. S41' 57_00'W 1 1 N41' 5fi' 21 "E I O t^i p$� - _ _ .- - P -P IP T T I PREL"IMINARY PLAw1w NOT FOR RECORD L CAS LEG, EIISUBDIVISION 00 - Dov EXISTING CONTOUR (MAJOR) EXISTING SANITARY SEWER LINE - - - - - EXISTING CONTOUR (MINOR) IF w EXISTING WATERLINE EXCEPT PLAT BOUNDARY -S-6 s -o - PROPOSED 6" SANITARY SEWER LINE No. 4502 PHASE LINE -S-8 s-8 - PROPOSED 8" SANITARY SEWER LINE - - LOT LINE -Flt , FU + PROPOSED 4" FORCE MAIN OO PROPERTY CORNER o PROPOSED SEWER MANHOLE -------------- EASEMENT LINE -" ° " s PROPOSED 6" WATERLINE II 12 SECTION' ROW LINE PROPOSED 8" WATERLINE ASSOCIATON (HOA). 1 -w-tz W -1z- PROPOSED 12" WATERLINE 3' PROPOSED SIDEWALK ®Fft4 PROPOSED FIRE HYDRANT ' �' \T- -& COMMON AREA - sr- -- 9- PROPOSED STORM SEWER = 8.550 Aa. SECTION 204 = 20.295 AC. ® PROPOSED STORM INLET GENERAL NOTES: 202.655 ACRES 1. THE BEARING SYSTEM SHOWN HEREON ,IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE ROB RT STEVENSON LEAGUE, A-54 VICINITY MAP SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2 THIS PROPERTY IS CURRENTED LY ZONR-1 & .--1. EXCEP T T ut-c 'S v A, -T j FO T R THE PARK AREAS AND THE COMMON AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. RESIDENTIAL LOTS WILL OWNER/DEVELOPER: SURVE O N, BRAZOS COUNTY, TEXAS MEET THE REQUIREMENTS OF R-1 OR R-18 ZONING AS APPLICABLE. 3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE AND FIELD SURVEY DATA. SAVE EXCEPT SECTION 200 (27.075 ac.) /STTION 4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING No. 4502 PHILLIPS MAY, 2010 TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. SECTION IQU = 13.108 M. SECTION 106 = 8.448 AC. SECTION 205 = 9.674 AC. 6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE SECTION 101 SECTION = 11.101 AC. SECTION 107 = 8.406 AC. SECTION 206 = 24.649 AC. 7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' II 12 SECTION' = 6.382 AC. SECTION 201 = 10.587 AC. SECTION 207 - 12.840 AC. o - ASSOCIATON (HOA). 1 3 = 9.607 AC. SECTION 202 = 11.959 AC. 8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. SECTION 104 = 9524 AC� SECTION 203 = 10.451 AC. SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-207 SHALL BE BUILT SECTION 115 = 8.550 Aa. SECTION 204 = 20.295 AC. IN NUMERICAL ORDER, BUT EITHER SET SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE BLOCK 1, LOTS 1 THRU' 1 BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED. BLOCK 2, LOTS 1 THRUI1 BLOCK 12, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 3, LOTS 1 THRU 1BLOCK 13, LOTS 1 THRU 19 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16 BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. ANY, RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO BLOCK 4, LOTS 1 THRU 2 BLOCK 5, LOTS 1 THRUM BLOCK LOTS BLOCK 14, 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22 15, LOTS 1 THRU 9 BLOCK THE ADJOINING PROPERTY OWNERS. 10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BLOCK 6, LOTS 1 THRU 2 BLOCKii 25 LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22 BOTH SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS BLOCK 7, LOTS 1 THRU 1 BLOCK 8, LOTS 1 THRU 111 BLOCK BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER STREETS EXCEPT FOR THOSE PERMANENTLY WITH BLOCK 9, LOTS 1 THRU 22 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS. BLOCK 10, LOTS 1 THRU BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16 11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH cYI CALIPER -TREE PER ORDINANCE 3222. OWNER/DEVELOPER: SURVE AOR: ENGINEER: SCALE: 1"-80' 12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS PARKWAY AND ETONBURY AVENUE. 3-D Development, LLC R rad Kerr; RPLS No. 4502 PHILLIPS MAY, 2010 13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE ROAD 4490 Castle to Drive College Station, TX 77845 Kerr , 409 N Teas LLC Ave. ENGINEERING REVISED DECEMBER, TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS (979) 690-7250 Bryan, n REVISED FEBRUARY, 201: 1. WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A 77803 Kent Laza, P.E. PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS (979) 2G-3195 4490 Castlegate Drive ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE-- College Station, Texas 77845 WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH (: ... EXISTING SECTIONS OF CASTLEGATE SUBDIVISION. (979) 690-3141 Fax: (979) 690-1041 SHEET 3 OF 6 14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 206. Firm #: 13130 15. ALL SIDEWALKS LOCATED WITHIN COMMON AREAS ARE TO BE OWNED AND MAINTAINED BY THE HOA. �T FORE SUBDI' ION 4267 259 i r i of to I of �• / . / / ! r r / / / r m 13 � 4 - 15 � 16 1 ,� 17 ,� �; 3 •; 15 PRIVATE In 1 OIN OIN OIN OIN �) 1F ( D In 1 I 'rQ nl D DRAINAGE I C !i l4 Eo m io f3o ri 1 PUE N I I I 1 N IPE EASEMENT r i 5 0Ic v v .r v of 1 I I I I I //moi//////% 1 / BL CK 32 �.- us to �, rn _ I 1 _ -- --- ?- - z" / A �I s N41'_56 _29"E I 1 S41' S7 Oo'W 0641•_56' 29'E sr _---1 6- 0 2 co -- $.QST _ . 130.00' 130.00' 1 20' PUE - 1 I < 1 I I 1 < 1 --9797-------77,00-------77.toi ----i700'-----iiii0`-- --- 7700'--- - - - - ----8� - I -1 10' INLET -1 2-30" 15t PUE y, ( _`t r 10' INLET r 10' INLET 1 1 _ 1 r ( i { 10' IN PIPE \ �� t N at loo 2 I I of to ---------------- - ------- - ------ - --- - - --------- ---- ---- qg 18 to p '4 IIn 24" I I 2 vil p „ OR -30�'\ }_ i1 VJ t nl , In PIPE 1 nl - 2-30 PIPE c r- /i OC 31 1 1 I I I 5' PUE I Sn PIPE PUE w w W W w w - �' 1 0641' 56' 29- 1 O S41' ST 00"W I 1 0641' 56' 21'E I O '3 M �, -, , j . I -- iC , -- - t t _ u_- _ I- . - . f _ _ o M o M O M O M O M O M o 1 1 .0 130.00' 130.00' ry'` 9 !,`,l v, _ - _ r• i i. _. - ( t 3Q In of BLOT 13 1 4 I 1 1 I `3 5' PUE I - to 1 Irn I,n Itn to Itn I� I , r : ", Y'. :,' i` m 1 8 v o cu tD to vi ab I I- I G' z., , - BOX M M 5 S7 4 en 3 iq iq 1 1 I 5 1 j N I IN OIN oIN 0IN 0IN OIN vOil Ivor ( I BLOCK 10 - I ( 9R -)t _ t 7 �r to" 50'- tA� So" Eo'� 4 nl 0 In I /- rn ai ai ai ai ai I `t' 19 0l I iD 1 I ( 1 to / I - - 1 -_-7.20' 10' IN 1 I '� 1 I I 2-24" 13.83' 5' PU 1 5' PUE j �% \ 1 INLETS 1 I PIPE / ► '/ BO PIPE 3p" 9 63.86• 77.00 77.0 77.00' 77.00' 77 00' 57.50' / \ I 1 / PIPE _ ___ ______ ____ ____ ______ _ ______ ____ - . a -_ _ -.i Q _ __-_ J L___..•� ;', J !art ;z1 ", .1 �/ _,-� s' I ,. t�Et�'T,I?(�! - I _` C3-(-•�-S a -S a -S Bi -O . a-5 9-S 9-S LS LS - .`.!S :, .. LS.." _. ._. -!S 1S ° , n r r -•--S \ _ , r i i _ i F �- j. rJUN 0 C1 9KI I. , �:i f u - PIP ;1 �, 3,: / 27 B H;Ve, 50 Rt vu IL e ;_ 27 B- ASPH Vlv 1 5o Odell Lane PIPE - a ; - - _ I: t x J 7 r ur r29"c- - -. I f JIU ----- -- t i 's - '- --I (-- - -I1`- i Q 63 86' 77 0 ' 77 00' 77 00' 77 00' 00' 750' \ i 105 00 105 DO' 105 00' 5' = ' 13. f'Q'71�i P' 6 24' PIPE 1 5' PUE \ --- I 1 > I I BLOCK 12 1 w w w w w w I 24" I 1 I MO MD M- MD MQ 1 +1u. PIPE m) 1D I In - 10 �Itn 12 Flo i' i,,ltn to 1 z6I N 1 SIN IN 11 oIN 0106 of ° 14 0(°06° 15 oIN 16 0i T 10 E0 10 �^ �T 9 t . 1� BLOCK 31 20' PUE i 1 1 .I .00'I---�Tl`79'^-- ---7900` --- ---7900`-- --3700'----�7(i0`-- ---79:00'---- ---7i --- -- 5S`-- j ,d r� Snl t -- -- -- -- -- -- -- -- 2 nl 3 ------------------- ---- ---- ----- -----1J4L' �B_ E 632.27---- ------ ----------k T ^I BOCK 30 I 1 N41' 56' 29'E ; 1 � 130.00' I oIM „� III >>��°�s•. °iF, \ a Man�M.r MM�o 1 SII a=.:I tthj, 10' PUEMi7 6 ��4 3 2 N IN to - v- 3 to in to to nn1ll 1at 1 5' PUE 1 I 8 �' - ` PUE I t ( N41' 56' 29*E, 15. -_ _77.00' --- - 77.00' - 77.00' 77.00' 57.50' { ( 130.00' ; 20' PUE ----------------------- ------ I I N41' 56_29'E 1 . I 125.00• 1 B -B ASPH PVMT, 50 W Goodrich C 1 8" 1 W ( x'15. FM 77.00' 77.00 77.00. 77.00' 57.5 I N4t' 56' 29'E I EO I j \\ ' 9 sEt\�� 5' PUE I I 130.00 w W W w I +kr I .I d 1 • oy �. �Itoq �Iton• MIS M o 0 1 rr 5 nl < I , 10 I: 11 0IN 12 OIN 13 0IN 14 oIN 15 OIN 16 al ? I _ I 5 '`1 o,�ri 50 m ^ io ^ to'- rid - I I 1 o N (n N in us �I 1 0641' 56' 29-E O K I 20' PUE I 10' INLET l ;D 00' -------t5#98` -------- -- �0' -- --9900`--- --- -- ----7%.80'---- ---7900' --- ---'8250'---J 1"! O - - tb � --I 6 ----------_---------------------1BL CK 29 tno t - 30- I \ w I ;, PIPE I I I 41 56_ 9'E I ( \ Mln W W W w of I 130.00' ( � `� o Iton (toq Iton Ivor �_p 01 n I I ton I `��i°•'i oIN 5 0106 4 0106 3 oIN 2 J -IN �I x s) n 1 I \\ U) c^ tn� aim U� 1 rj 7 -1 I 20' PUE - =� I 5' PUE18 IPE 10' IN 1 I ' 0 / / I N41' 56' 29'E 1 \x;65.8 7%4--77-0- -- -- 77=00'--- 77.00' --- 77.00' 57.50' _- �/ 4j h`t 130.00' I 1► ------------ -+ w-4 w w-4 w -a \ JU T[Ot It N41' -§6L 29'E rot ~ I 27' B -B ASPH PVMT, 50' ROW Somerton 8 ^� ,25.00' So e On Court �, ^ n 1 rr I 9 ♦ I `o` L ' 9-s 9-. ti's - -g-s= - sb s �T - s -s I ^I 77.00' 77.00' 77.00 -- 57.50---�V I N41' 56' 'E 9 �� 5' PUE -IN �i 24 PIPE \ 1 130.00' 1 tl 2 �� Al2 __ a ♦ i'� / �w w w w w 1 36" 1 ;IPE S n �♦• �� 'F'/ w M c rob roc M cM c I PIPE th nI • . 1� . Itn - Io . I I � ni 1Q Mln 11 g 0106 12 -1N 13 06IN 14 O o '� M 5o to '" So E� '- Eo ^ I I I Flo ai us U)i to of -1 1 N 1' 56' 29'E 1 i rn 130.00' I 8.00' 1 , BLOCK 29 I f 20' PUE 0p, t 1 1 ' f :85`--------------Yt53t`------- -- --73:00`------53:00`-------rs7:80`,-- - -81:50`-- --1265:ti0`-- -- --- -A' --- ----6250`--- 10 -------------------------- ---------- --------- ---------- -B _5CE 2 -- $92.24---- -- ----- --- -- - 1 ll ^ i X834 ��6t5 nl 16.00 1 w I I r / \' M � 1 ° I N41' 6' 29'E Q, W W �W W W W W int - -I m \ v) M M- M- \ \ UE 7�� R? •. o A 9 rf S O O M- M -O 2 MM -O 1 M. 1If W I -11 d3t � � R v O n v 1 IDp CK 12 OI7 6 Ol�4 2la 3 N N OlO to N ar INLET m40 vM l \ to to to to m m Sr 11 I 10' IN 1 I \\\ 10 �\ 0' IN 5' PUE 24' PIPE 18' PIP / j 'PUE ' I \ / \10.8 --- 3_00'--- 73.00' - - 73.00' - 73.00' ---73_0 '--- - 73.00' -- - 57.50' -- _ \\ �/ W-4 -------------- ---- r --- - -- / IPE 1 1 t �, k SCALE IN FEET 12 t c - M10' INLET Ci m 1r% 131 I wz + I^ 5' W 29"E 130.00' 1 I I , 14 I^ I s Y P' GATE SUBV ISION I I _ :� •f; ,j r ,., :s:4,- ;I, .� , .,; - � ECTION7 PH 2 N41' 56' 29'E - , 130.00.- ---- - - 3jit AN t` {IST i , E _ l N n15 DO ( t I'ir'',- _ I 41' 56' 29'E �6' ,d iia ijrl ,; ED - I r , I. i 130.00'En , I f } t � 1 I s In 16 - it- 1 v I U-7in l -t t'- `29 (n - _ - ! O I 130. -� .. - . J,. _ -, t .i>>J - ____ _ t _ _.._____._ .:_ . ; �} 10' IN -G 2 �' 1 I t t O ` _ __.__ 6 IPE r I'o 17 3i I ;.at f .; L.^U' �� f i i � In 2 1i , ,,, , 41' 56' 29'E f4 3" _ ?- CC W N V f I� 18 I ; a 1 's ( i? " h t+ 3 r, / te- f PIPE I i Vi s/ / N41' 56' 29"E 130.00• I I .,...;0` 10' IN CD 1^ ,1 /N `' Fk ,; ;<,= j � e✓'� ` i ,� I ;r: � _�8 :1:- � � i 1 1r ?toll 11E t c pp" - z F. - vcr` - i - 1' 56' 29'E 7 S• -; 130.00 w n I I G _ - - - I it n �p __ to Its i i:, I v .Ur 1 0641' 56 29'E 29`c t - , - - -_ { _ _ 130.00' 1 c)p.tltt, {" JC, a - I - 5 - , 5' PUL I lin _ 17 , ;' it , t %,' i ,, 21 � t n { i _ I � 3 J ; c, h j 6 IN { i c, Pi 5' PUE I {?�5aI € G u 0641' 56' 29'E - a29'E f � I t 1'1 x 1 u� 1 30.00' 4 - T _ i' € • 1 vp . / �v� I1 I S I e s a }{ , , I I ru JUNCTION 1 c: r --c-- - RLIN PIPE W E $ b 105.00' J 105 00' S ,C l : i 81.17' i? 6 • / w-4 w 4 w-4 - W� - - w _ 30" / - -N41769 87 9'E I 18" PIPE I JUNCTI ' PI , - • I s -s _ 27 B -B ASPH PVMT, 50 R W U hor CO JUNCnON UNCTION PIPE / j' v� �X BOX Uphor D V- FLcI ASPH PVMT, 50 W JUNCTION Uphor Drive 27-B ASPH PVMT, 50 RO ------- e -s e S - a -S 9-S S s e 'RnY v---- ---- ------ - ----- :-- --- - - ---- ---- ----------- ---- - --- - ----- ---- -- -- ---- - ---- ---- / ` i 10.8 73. 73.00 �3 73 00 3. 73.0 57.50' �\ 2-36' /' 16-W- , r 105A0' �\ i' 105.00' 11 „1? / Y ' �` ! J PUE j \ PIPES I BLOCK 11 \ / 10' INLET I \ ur / 10' INLET \ / - o' INLET � a 1 I 1 I BLOCK I� I I I I 1 i BLOCK 1 t 1 1 I 1 5' PUE BLOCK 5 I 5' P BLOCK 3 I 5' PUE t7l1 5' PUE 1 c 1 1 ri I I I I I ( `-' l0 9 I 1 0l ' l0 9 I 1 01 t � Ic 9 M- M- O of Itn I v)I Itn 1 Y of Itn 1 I v) Iv1t, (l Y/ Ivoi Iton Ivor Ivoi - v0i lvoi 1 N) N to nl It: t:l N In nl to r ,q So V N ( I 'ol to I 1 tnl n! Ivf I I 'nl to ✓ F// L INARY � L PRELIMINARY PLAmmmm NOT FOR RECORD CASTI-EG E II SUBDIVISION LEGEND EXISTING CONTOUR (MAJOR) EXISTING SANITARY SEWER LINE 202.655 ACRES EXISTING CONTOUR (MINOR) w w EXISTING WATERLINE 12 PLAT BOUNDARY S-6 - PROPOSED 6" SANITARY SEWER LINE m PHASE LINE -S a S -a - i I ail 10' INL.E� LOT LINE -n, , FM- 4 PROPOSED 4" FORCE MAIN 0 PROPERTY CORNER 0 PROPOSED SEWER MANHOLE I EASEMENT LINE -w-a w a PROPOSED 6" WATERLINE EXCEPT ROW LINE -W-O w-8 PROPOSED 8" WATERLINE I 1 1 I .00 I " I'tn I^ 13 1 1 2 Sol �I I n ® 1 = 11.101 AC.' n) 6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE I 7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' SECTION1 N41'- 56_2 I ( N41' 56' 29'E SECTION 11 1 130.00' 8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. 130.00' 1 .' SECTION 203 = 10.451 AC. 5' PUE 1 1 I I 5' UE SECTION 204 = 20.295 AC. Ito I I I nl 1n _1 I BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED. BLOCK 2, LOTS 1 THRUM II I N41' 6' WE I N41'- ' 29"E I I 13, LOTS 1 THRU 19 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16 30.00' BLOCK 4, LOTS 1 THRUI2 BLOCK 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22 ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TOBLOCK 5, LOTS 1 THRU! 1 BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22 THE ADJOINING PROPERTY OWNERS. 10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH BLOCK 6, LOTS 1 THRU BLOCK 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22 SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS BLOCK 7, LOTS 1 THRU 1 i� 15 i 4 i BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS I I BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 I 29'E I I I N41' 56_29-E I I I 130.00' ( I I 1 130.00' I I I;0 ENGINEER: SCALE: 1"-80' I I i _l06 rad Kerr RP I int In 16 I 5 �I 118- 4490 Castlegate Drive I T 20PUE nl I PIPE 1 I 409 N Teas I { I N41 56_29'E Bryan, TX N41' 5 ' 29-E I I 30.00' 1 130 00' 1 1___1O* INLET �� 1 I b ltn Pz 17 I Sb k 6rI Sn1 In IM Firm #: 13130 nl L 1 I I I N41' 56_29"E 1' 1 41' 56_29"E 1 1 I 30.6-0 I I I I 130.00' 1 1 1 in 18 1 I I i 7 I 10' IN II N41*,,55!-29'E I 1 N41' 56_29'E 1 I 180.00' I 130.00' I 5' PUE 5' PUE ISo - Snl �t X1,9 I 1 [N41' I I k N41 `' 29-E I I I 56' 29"E I Y 00'=- ` _ I 1 130.00' 1 ih 9IN to I l 1 I 1 1 ^i I 1 I 0641'_56' 29 I I 0641' 56' 29'E 1 I 130,00' 1 1 130.00' 1 21 i 10 I I z I 0641' fib' 29'E _ I I I I 0641' S6' 29'E I I 1 1 30.0 ' _ _ 130.00' 1 I I I 1 LOCK) M� Im ml 61 22 1 11 1 0' INLET I T I I 1 I 1 105.00' ----- �� / IPE 1 1 t �, k SCALE IN FEET 12 t c - M10' INLET Ci m 1r% 131 I wz + I^ 5' W 29"E 130.00' 1 I I , 14 I^ I s Y P' GATE SUBV ISION I I _ :� •f; ,j r ,., :s:4,- ;I, .� , .,; - � ECTION7 PH 2 N41' 56' 29'E - , 130.00.- ---- - - 3jit AN t` {IST i , E _ l N n15 DO ( t I'ir'',- _ I 41' 56' 29'E �6' ,d iia ijrl ,; ED - I r , I. i 130.00'En , I f } t � 1 I s In 16 - it- 1 v I U-7in l -t t'- `29 (n - _ - ! O I 130. -� .. - . J,. _ -, t .i>>J - ____ _ t _ _.._____._ .:_ . ; �} 10' IN -G 2 �' 1 I t t O ` _ __.__ 6 IPE r I'o 17 3i I ;.at f .; L.^U' �� f i i � In 2 1i , ,,, , 41' 56' 29'E f4 3" _ ?- CC W N V f I� 18 I ; a 1 's ( i? " h t+ 3 r, / te- f PIPE I i Vi s/ / N41' 56' 29"E 130.00• I I .,...;0` 10' IN CD 1^ ,1 /N `' Fk ,; ;<,= j � e✓'� ` i ,� I ;r: � _�8 :1:- � � i 1 1r ?toll 11E t c pp" - z F. - vcr` - i - 1' 56' 29'E 7 S• -; 130.00 w n I I G _ - - - I it n �p __ to Its i i:, I v .Ur 1 0641' 56 29'E 29`c t - , - - -_ { _ _ 130.00' 1 c)p.tltt, {" JC, a - I - 5 - , 5' PUL I lin _ 17 , ;' it , t %,' i ,, 21 � t n { i _ I � 3 J ; c, h j 6 IN { i c, Pi 5' PUE I {?�5aI € G u 0641' 56' 29'E - a29'E f � I t 1'1 x 1 u� 1 30.00' 4 - T _ i' € • 1 vp . / �v� I1 I S I e s a }{ , , I I ru JUNCTION 1 c: r --c-- - RLIN PIPE W E $ b 105.00' J 105 00' S ,C l : i 81.17' i? 6 • / w-4 w 4 w-4 - W� - - w _ 30" / - -N41769 87 9'E I 18" PIPE I JUNCTI ' PI , - • I s -s _ 27 B -B ASPH PVMT, 50 R W U hor CO JUNCnON UNCTION PIPE / j' v� �X BOX Uphor D V- FLcI ASPH PVMT, 50 W JUNCTION Uphor Drive 27-B ASPH PVMT, 50 RO ------- e -s e S - a -S 9-S S s e 'RnY v---- ---- ------ - ----- :-- --- - - ---- ---- ----------- ---- - --- - ----- ---- -- -- ---- - ---- ---- / ` i 10.8 73. 73.00 �3 73 00 3. 73.0 57.50' �\ 2-36' /' 16-W- , r 105A0' �\ i' 105.00' 11 „1? / Y ' �` ! J PUE j \ PIPES I BLOCK 11 \ / 10' INLET I \ ur / 10' INLET \ / - o' INLET � a 1 I 1 I BLOCK I� I I I I 1 i BLOCK 1 t 1 1 I 1 5' PUE BLOCK 5 I 5' P BLOCK 3 I 5' PUE t7l1 5' PUE 1 c 1 1 ri I I I I I ( `-' l0 9 I 1 0l ' l0 9 I 1 01 t � Ic 9 M- M- O of Itn I v)I Itn 1 Y of Itn 1 I v) Iv1t, (l Y/ Ivoi Iton Ivor Ivoi - v0i lvoi 1 N) N to nl It: t:l N In nl to r ,q So V N ( I 'ol to I 1 tnl n! Ivf I I 'nl to ✓ F// L INARY � L PRELIMINARY PLAmmmm NOT FOR RECORD CASTI-EG E II SUBDIVISION LEGEND VICINITY MAP PROJECT LOCATION GENERAL NOTES: EXISTING CONTOUR (MAJOR) EXISTING SANITARY SEWER LINE 202.655 ACRES EXISTING CONTOUR (MINOR) w w EXISTING WATERLINE ROBERT PLAT BOUNDARY S-6 - PROPOSED 6" SANITARY SEWER LINE PHASE LINE -S a S -a - PROPOSED 8" SANITARY SEWER LINE - - LOT LINE -n, , FM- 4 PROPOSED 4" FORCE MAIN 0 PROPERTY CORNER 0 PROPOSED SEWER MANHOLE -------------- EASEMENT LINE -w-a w a PROPOSED 6" WATERLINE EXCEPT ROW LINE -W-O w-8 PROPOSED 8" WATERLINE -w-'z w''2- PROPOSED 12" WATERLINE x r s�12�� PROPOSED SIDEWALK ®FH4 PROPOSED FIRE HYDRANT > `\ • _• - " � = COMMON AREA - Sr- sr- sT- ST- PROPOSED STORM SEWER SECTION 106 = 8.448 AC. SECTION 205 = 9.674 AC. ® PROPOSED STORM INLET VICINITY MAP PROJECT LOCATION GENERAL NOTES: 202.655 ACRES 1. THE BLARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE ROBERT STEVENSON LEAGUEA-54 SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. , 2. THIS PROPERTY IS CURRENTLY ZONED R-1 & R-1 B, EXCEPT FOR THE PARK AREAS AND THE CC LLEGE STATION, BRAZOS COUNTY, TEXAS COMMON AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. RESIDENTIAL LOTS WILL MEET THE REQUIREMENTS OF R-1 OR R-16 ZONING AS APPLICABLE. 3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE SAVE EXCEPT SECTION 200 (27.075 ac.) STATION AND FIELD SURVEY DATA. 4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P. SECTION 1 = 13.108 AC.', SECTION 106 = 8.448 AC. SECTION 205 = 9.674 AC. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. SECTION 1 = 11.101 AC.' I - - SECTION 107 - 8.406 AC. SECTION 206 - 24.649 AC. 6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE AQ: 7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' SECTION1 12 = 6.382 SECTION 201 = 10.587 AC. SECTION 207 = 12.840 AC. ASSOCIATON (HOA). SECTION 11 3 = 9.607 Aa! SECTION 202 = 11.959 AC. 8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. SECTION 1 4 = 9524 AC .' SECTION 203 = 10.451 AC. SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-207 SHALL BE BUILT SECTION 1 5 = 8.550 AC..... SECTION 204 = 20.295 AC. IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE BLOCK 1, LOTS 1 THRU 1 BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED. BLOCK 2, LOTS 1 THRUM BLOCK 12, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC `BLOCK 3, LOTS 1 THRU, 1, BLOCK 13, LOTS 1 THRU 19 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16 THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. BLOCK 4, LOTS 1 THRUI2 BLOCK 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22 ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TOBLOCK 5, LOTS 1 THRU! 1 BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22 THE ADJOINING PROPERTY OWNERS. 10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH BLOCK 6, LOTS 1 THRU BLOCK 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22 SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS BLOCK 7, LOTS 1 THRU 1 BLOCK 17, LOTS 1 T14RU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER BLOCK 8, LOTS 1 THRU 11 i BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS BLOCK 9, LOTS 1 THRU' BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS. BLOCK 10, LOTS 1 THRU 7 BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16 11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. OWNER/DEVELOPER: SUPWMrOR.. ENGINEER: SCALE: 1"-80' 12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS PARKWAY rad Kerr RP LS No. 4502 MAY, 2010 PHILLIPS 3-D Development,LLC AND ETONBURY AVENUE., ,• 13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE 4490 Castlegate Drive Kerr Surve3in& LLC REVISED DECEMBER, 2( ENGINEERING ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS College Station, TX 77845 409 N Teas Ave. REVISED FEBRUARY, 201 WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A (979) 690-7250 Bryan, TX 77803 Kent Laza, P.E. PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS (979) 26 3195 4490 Castlegate Drive ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE College Station, Texas 77845 WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH EXISTING SECTIONS OF CASTILEGATE SUBDIVISION. (979) 690-3141 Fax: (979) 690-1041 SHEET 4 OF 6 14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 206. Firm #: 13130 15. ALL SIDEWALKS LOCATED WITHIN COMMON AREAS ARE TO BE OWNED AND MAINTAINED BY THE HOA. /A \ \ 1\ I- v �'j V 1 ?�Iy o� cn ch 10' IN Sr 73.00 JUN 27' B -B ASPH PVMT, 50' �W/� Uohor Co RX cf 10/ T, 01c6 16 17 0 016 zu fin cq 110 - IS 19 BLOCK 28 ch (n ch fn ch BLOCK 27 to rn U) C4 C11 C11 BD 60 0' INLET N41* 56' 29'E -JUNICTIO 2�-EL�BJASPH PV�r, 50' ROW Belliste2r: Court Box bf 10 12 13 15 16 60 FqT --W-m 4 7/259 PUBLIC UTILITY EASEMENT PROP ED LIFT STATION ST 1697/1 --W-m 10, N41%6' 29*E N41* 5W tl' 50* 29*E CK 12 Oo LOCK 9 INLET :R co 22 11 22 5. 1 5. 11 L-1 0 A- -1-it - 105.00' D5 00' an N Box ROX Dk 10' INLET BLOCK 11 10 INL; I Ib ED N41* 56' 29E low. I 20' PUE ci 130.OW, 130 00` 13 01 b I 10' INLET 1 o' INLET 10 INLET 1 o' INLET 40 |8 SE ON 6 3/40 P%,j i i i CD XV N lui 15 7 Ui illi 15 L6 N41' 56' 29E 58' 171W BLOCK8 BL =4 9 to LO Lai ito to Eni 105.00' oal Aw 105.001 0 - - - - 105.( Al r 8d I L ... Ll * I EXISTING PIPELI 36 27' B- 3 .9 0' ROW `4tridge Drive 27' B -B ASPH PVMT� W PIPE PUE C20R 6.03' 73 PUE lrvl�40 BLOCK 11 7 BLOCK 1 1144 8" GATE PIPE IPE OD 20' PUE PUE E- L -6t23" to" - - - 0 44,:.U"__4 --- - - - 16EY28 & 21 6%4 '1 3 PIPELINE Plft FA I TED '�A D1- AC COMMON AREA 2 - 1.25 A ^ DLAKE SINE FOREST um/-oum ' ��U��^� &0��» VICINITY " " ^"�~" LOCATION � GENERAL NOTES: 1" THE 'BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2' THIS PROPERTY IS cumwEm|c/ ZONED n-1 uc V -1B, EXCEPT FOR THE PARK AREAS AND THE COMMON AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A -O' RESIDENTIAL LOTS YV|LL MEET THE REQUIREMENTS OF R-1 OR R-18 ZONING AS APPLICABLE. 3' THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 4' A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING TOWERPO|N3 LEITER OF MAP REVISION, F'E.M.A. CASE NO. 10-08-0657P. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. G' STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE 7' DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS, ASSOC (HO/)' B. THE -PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. SEC11ONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SEC11ONS 200-207 SHALL BE BUILT IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE |NDEPENDENTLY �RO� THE OTHER. SEC�ON �OO AND �S A3SOCNJ�O DETENTON POND �UST BE BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FII ED' 9' IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. ANY -RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO THE ADJOINING PROPERTY OWNERS. 10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ErONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS THREE FEET OFFSET FROM THE BACK OF CURB SHAH BE REQUIRED ON ONE SIDE OF ALL OTHER STREETS. EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS SHALL BE REQUIRED IN AH COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS. 11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS PARKWAY AND ETONBURY AVENUE. 13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS WIH BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH EXISTING SECTIONS OF CASTLEGATE SUBDIVISION. 14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 206. 15. ALL SIDEWALKS LOCATED WITHIN COMMON AREAS ARE TO BE OWNED AND MAINTAINED BY THE HOA. LINE WATERLINE EXISTING CONTOUR (MAJOR) EXISTING SANITARY SEWER LINE - - - EXISTING CONTOUR (MINOR) W W_ EXISTING WATERLINE PRELI PLAT BOUNDARY -s-a -S-6 - PROPOSED 6" SANITARY SEWER LINE PHASE LINE -S-8 -S-8 - PROPOSED 8" SANITARY SEWER LINE CASTI LOT LINE FM -4- FU-,- PROPOSED 4" FORCE MAIN PROPERTY CORNER 0 PROPOSED SEWER MANHOLE -------------- EASEMENT LINE -W Is W-6- PROPOSED 6" WATERLINE ROW LINE - W -8 -w -a- PROPOSED 8" WATERLINE - W -12-W-12- PROPOSED 12" WATERLINE PROPOSED SIDEWALK GM4 PROPOSED FIRE HYDRANT CG COMMON AREA st- PROPOSED STORM SEWER M PROPOSED STORM INLET ' ��U��^� &0��» VICINITY " " ^"�~" LOCATION � GENERAL NOTES: 1" THE 'BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2' THIS PROPERTY IS cumwEm|c/ ZONED n-1 uc V -1B, EXCEPT FOR THE PARK AREAS AND THE COMMON AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A -O' RESIDENTIAL LOTS YV|LL MEET THE REQUIREMENTS OF R-1 OR R-18 ZONING AS APPLICABLE. 3' THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 4' A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING TOWERPO|N3 LEITER OF MAP REVISION, F'E.M.A. CASE NO. 10-08-0657P. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. G' STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE 7' DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS, ASSOC (HO/)' B. THE -PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. SEC11ONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SEC11ONS 200-207 SHALL BE BUILT IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE |NDEPENDENTLY �RO� THE OTHER. SEC�ON �OO AND �S A3SOCNJ�O DETENTON POND �UST BE BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FII ED' 9' IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER. ANY -RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO THE ADJOINING PROPERTY OWNERS. 10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ErONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS THREE FEET OFFSET FROM THE BACK OF CURB SHAH BE REQUIRED ON ONE SIDE OF ALL OTHER STREETS. EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS SHALL BE REQUIRED IN AH COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS. 11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS PARKWAY AND ETONBURY AVENUE. 13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS WIH BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH EXISTING SECTIONS OF CASTLEGATE SUBDIVISION. 14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 206. 15. ALL SIDEWALKS LOCATED WITHIN COMMON AREAS ARE TO BE OWNED AND MAINTAINED BY THE HOA. LINE WATERLINE | ' PRELI INARY P CASTI E(-,3-"-jkTE 11 SUBDMSION / 102.655 AC1X_U_j ROBEI�T STEVENSON LEAGUE,, A-54 CG LLEGE STATION, BRAZOS COUNTY, TEXAS SAVE & EXCEPT SECTION 200 (27.075 ac.) � ECTION 100 = 13.108 AC. SECTION 106 = 8.448 AC. 'SECTION 205 9.674 AC. "SECTION 101 = 11.101 AC. SECTION 107 = 8.406 AC. SECTION 206 24.649 AC. \SECTION 16, = 6.382 AC. 'SECTION 201 = 10.587 AC. SECTION 207 12.840 AC. \SECTION 103 = 8.550 AC. SECTION 204 = 20.295 AC. BLOCKQ LOTS 1 THRU 12 -BLOCK 12, LOTS 1 THRU 11 NB CK 22, LOTS 1 THRU 20 -BLOCK 32, LOTS 1 THRU 16 � BLOCK 3, LOTS 1 THRU 16 BLOCKG LOTS 1 THRU 241 -BLOCK 13, - BLOCK 14, LOTS 1 THRU 19 "'BLOCK 23, LOTS 1 THRU 20 -BLOCK 33, LOTS 1 TfIRU 16 LOTS 1 THRU -BLOCK � 17 24, LOTS 1 THRU 20 -,BLOCK 34, LOTS 1 THRU 22 BLOCK 6, LOTS 1 THRU 22 BLOCK 16, LOTS 1 THRU 17 "BLOCK 26, LOTS 1 THRU 9 -BLOCK 36, LOTS 1 THRU 22 BLOCKO, LOTS 1 THRU 1� '-BLOCK 8, LOTS 1 THRU 16 BLOCK 17, "BLOCK 18, LOTS 1 THRU 16 "BLOCK 27, LOTS 1 THRU 16 'BLOCK 37, LOTS 1 THRU 22 LOTS 1 THRU 16 'BLOCK 28, LOTS 1 THRU 20 -BLOCK 38, LOTS 1 THRU 22 BLOCK 9, LOTS 1 THRU 22 LOCK 1 �, LOTS 1 THRU 16 -BLOCK 29, LOTS 1 THRU 16 OWNI�R/DEVELOPER: SURVEYOR: ENGINEER. SCALE: 1 80' | � Kerr RPLS Kerr ��ew� 3-D, Development, LLC Bi 4490 Castlegate Drive No. 4bUZ PHZLLZPS MAY, 2010 I LC � College Station, TX 77845 409 N Te= REVISED DECEAMER,20 0! Ave. ENGZNEERZNG 1 REVISED FEBRUARY, 2012 (979) 690-7250 Bryan, TX 7 7803 Kent Laza, P.E. � (979),268--1195 4490 Castlegate Drive � College Station, Texas 77845 (979) 690-3141 Fax: (979) 690-1041 SHEET5 up 6 Firm #: 13130 � / / AT 39.39' A j INCH IRON ROD FOUND BEARS: N 28'55'32" E - 0.13' -- - _-- --. --- - - PROPOSED 'ELECTRICAL SWEETWATE . .: , W LINE CONNECTING 10' TELEPHONE FOREST AND EASEMENT 25.00 CURVE TABLE 11-10 u FENCE LINE . �_ CURVE # ENT CASTLEGAT -----------------__-------------------- ------------------------------------ PROPERTY CORNERS 771 /12 ---------------------- ------------------------------------------- -------------- - 30' SEMINOLE ------ --- € P1€ -- ------ --- ---------------------=---=-----==---==---------------- ----- Cl ------------ ff0----- -- - --_-- - ----------------- ----- -- - -- -- - - - EASEMENT 63.13' - C2 ----------------------------------- --------------- -- -------------------------------------- ---------------------- - - - --- 505 77 ------- -------------------------- `xV------ C3 --_----�_ -- P _---"_i- -• - - P - - - - -- P -- - - P '- -__P- - - -- - P _ - - - P -_ L-7-/-7 _P P -e---a ----=---R- - -_ '- -_ _ - -- _- _-P _ i'--` ----p ---- P ----P ----P _ -P_ - C4 _- - - '-- =- = _- -- --- _ EE INSET C �e. t f j. 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T.... ..:. r _ r- :. d �_._w._-__ - --_ _ _ _ -- -- �_ __ 1. __ ' �_. _- ___... _ _ ... -- PROPERTY LINE AS DEFINED BY METES AND BOUNDS -> ,� -,� ROW DEDICATION FROM KERR SURVEYING y INSET C *ENCROACHMENT INTO BTU EASEMENT INSET A G REEKS PRAI RIE . - ------_, - ,,-� \\\\, i I I 1 " '\_1 - - - ------- - --1 - � :: I � . - -- - "/ i / - I " 30' S;MINOLE �/ ��/� FAS PI NT NE 20' ELECTRICAL 10 TEL ONE PIPELINE EASEMENT EAS NT EASEMENT i /�/�/'� 216 28 & 2168//34 - ' 1697/170 1/12 505/?.76 I t= -----------�----- - ��-� -_----------------------------------------- -------------- - --- - ------ ------ - - - ---- - ----- ------------------------------------------ ---_-- -t // �% I INSET D -----�_ ------------------------------------------------------------------------------- ---------------- - - - - - - - - _ _ - _ - = P = =P - -- -- P - - -- P -- - --p - -- P�-----P--P---- u- -- - ---p - - p INCH IRON OD .----1 a----- - -- - -P P. - p p P P` p4 - % 'p---- P - - F ----P --p----- P-__- p P p . �,��.1�_G" � FOUND AT 14 4' - c= - - - - - - - - - - - - - - - - - ! / t : / /r - /' -/ -Ir - �! , /, /. - f • . - / / ` . 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I J: - %- /��-r /• /- /- /• / /- /-/ % /-/ /- f /• l- /• �� /- /-//-//-//./ /.I •/•%/ / /- i /,- /- /• / • f /• / f /- / / /- / /• / - � r'• /• / /. / / /• /� / j- / /' /- /• r. / - /- /• / /- / r - /- � /. r /- /- /- /- _ /- / / /- . i/�f1 1il / / t //,//. ,f, // / f/ / / f f / / / l / .I1Tf �. ttQ �� / / / / / f/ / / / /' / / / I / / / f / / j / / / / / / ///////l/. /,/ll/ /I /�//f//r//. /////l/ //l, /./. I1F---- , //,-1,/f // r/-. /// /////r////// •,, rE //,--'/ jl!- ///-//-// /// r/1. ;.. . ,:,::: F. ////// ////l///// I. //r �. �;.. / / / / / / r / / / / . r f / - ::/.1 .�.r / / / /' / / :: r s= t r ! / / / / P- /' r= / / r / / / / / / ,.:a/ J r / / ,:. I: 1. / !. / - r r /• / // �-r / s /. / / i / /. fes. r / / / !. / / .f . / > /' R /' r j1. / / / f l� - I. r - / - I r i, . w �... ! / ! e /. / !. / r / / f 7 / ! I. / / jw / r ! 'G r. r ' c'• �T . f r _ �d w•Fr ., w r- > :. w� x. ?;: . r .. ... .r .. , 4 tSr t c - v .. ,.. w r.. r_..,r. _ - F Y I F -6 r T f "a -�"17s.r - d Ki• 1-x r•r - - C T. rr tom', � •F -• 4 - .rqT _ e- a 4:c C1� a f L! -- < -✓ C10 1 21.03' 25.00 CURVE TABLE 11-10 ""' CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING Cl 63.16' 625.50' 005' 47' 07' 31.61' 63.13' S45 09' WE C2 52.96' 524.50' 005 47' 07" 26.50' 52.94' S45 09' 58'E C3 39.27' 25.00' 090' 00 00" 25.00' 35.36' N86' 56' 29"E C4 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SON 03_.31'E - 05 39.22' 25.00' 089' 52'- 46- - 24.95' 35.32' N8T 00' WE _.--C6 ---30.27- 25.00' 089' 59' 44' 25.00' 35.35' S86' 56' 37'W C7 52.96 524.50' 005 47' 07" 26.50' 52.94' N45 09' 58'W C8 39.27' 25.00' 09T 00' 00' 25.00' 35.36' NOT 43' 36"E C9 39.27' 25.00' 09T 00' 00" 25.00' 35.36' S8T 16' 24'E z., C10 1 21.03' 25.00 U45- 11 zo 11-10 ""' - - - C71 167.69' 50.00' 192 09' 37" 469.40' 99.44' S89' 50' 10V C12 21.03' 25.00' 048' 11' 23" 11.18' 20.41' N1T 51' WE C13 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N86' 56' 44"E C14 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C15 39.27' 25.00' 09V 00' 00" 25.00' 35.36' N86' 56' 44'E C16 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C17 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S86' 56' 44V C18 39.27' 25.00' 090' 00' 00" 25>00' 35.36' NON 03' 17"W C19 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N86' 56' 44'E C20 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C21 21.03' 25.00' 048' 11' 23" 11.18' 20.41' S66' 02 26'W C22 241.19' 50.00' 276' 22' 46" 44.72' 66.67' S48' 03' WE C23 21.03' 25.00' 04V 11' 23" 11.18' 20.41' N17 51' WE C24 39.27' 25.00' 09V 00' 00" 25.00' 35.36' N86' 56' 44"E C25 39.27' 1 25.00' 090' 00' 00' 25.00' 35.36' SON 03' WE C26 21.03' 25.00' 048' 11' 23" 11.18' 20.41' S66' 02' 26"W C27 241.19' 50.00' 276' 22' 46" 44.72' 66.67' wr 03' WE C28 21.03' 25.00' 048' 11' 23' 11.18' 20.41' N1T 51' WE C29 39.27' 25.00' 090' 00' 00' 25.00' 35.36' N8T 56' 44'E C30 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SON 03' WE C31 21.03' 25.00' 048' 11' 23" 11.18' 20.41' S66' 02 26'W C32 241.19' 50.00' 276' 22' 46' 44.72' 66.67' S48' 03' WE C33 21.03' 25.00' 048' 11' 23" 11.18' 20.41' N1T 51' 03"E C34 39.27' j 25.00' 090' 00' 00" 25.00' 35.36' N86' 56' 44"E C35 39.27' 1 25.00' 090' 00' 00" 25.00' 35.36' SON 03' 16"E C36 21.03' 1 25.00' 048' 11' 23' 11.18' 20.41' S66' 02' 261W C37 241.19' 50.00' 276' 22' 46' 44.72' 66.67' S48' 03' WE C38 21.03' 25.00' 048' 11' 23" 11.18' 20.41' N17* 51' OYE C39 39.27' 25.00' 090' 00' 00" 25.00' 35.36' 1 N86' 56' 44"E C40 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C41 21.03' 25.00' 04W 11' 23' 11.18' 20.41' S66' 02' 26"W C42 241.19' 50.00' 276' 22' 46" 44.72' 66.67' S48' 03' WE C43 21.03' 25.00' 048' 11' 23" 11.18' 20.41' N17 51' 03"E C44 I39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 56' 44"E C45 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C46 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C47 39.27' 25.00' 09O' 00' 00' 25.00' 35.36' N86' 56' 44" E C48 36.75' 25.00' 084' 13' 09' 22.60' 33.53' NOV 09' 50'W C49 41.79' 25.00' 095' 46' 51" 27.66' 37.09' S89' 50' 1 O'W C50 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SON 03' WE C51 39.27' 25.00' 090' 00' 00' 25.00' 35.36' N86' 56' 44"E C52 39.27' 1 25.00' 090' 00' 00" 25.00' 1 35.36' 1 NON 03' 16"W C53 80.26' 1 795.50' 0057 46' 51" 40.17' 1 80.23' 1 S45 09' 50-E PROPERTY LINE AS DEFINED BY METES AND BOUNDS FROM KERR SURVEYING INSET B - GREENS PRAIRIE R.O.W.-DIEDI CATION ,rk 11�- 11� - --,-#;�7 7-711 I - I- ------ --,- - -11-1, � - ---,.-� '11, �- , �,;, C153 39.27' 25.00' CURVE TABLE -' , _ 35.36' CURVE # LENGTH RADIUS DELTA TANGENT C = RD CHORD BEARING C54 41.79' 25.00' 095' 46' 51' 27.66' r 09' r- S89' 50' 1 O'W 055 39.27' 25.00' 090' 00' 00' 25.00' i§26' SO2' <43'-36'W C56 75.22' _745.50' 005' 46' 51" 37.64' , '15.19' S45' 09' WE - C57 39.27' 25.00' 090' 00' 00"25.00' 39.27' ;5.36' N86' 56' 44"E C58 39.27' 25.00' 090' 00' 16" 25.00' 1 15.36' NON 03' 23-W C59 63.16' 625.50' 005' 47' 07" 31.61' 13.13' S46 09' 58"E C60 39.27' 25.00' 090 00 00" 25.00' 35.36' N87 16' 24"W C61 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C62 39.27' 25.00' 090' 00' 00" 25.00' ' ''15.36' N86 56' 44"E C63 39.27' 25.00' 1 09V 00' 00" 25.00' j5.36' NON ON 16-W C64 39.27' 25.00' 090' 00' 00" 25.00' x.36' S86' 56' 44'W C65 39.27' 25.00' 090` 00' 00" 25.00' 'x5.36' SON 03' 16"E C66 39.27' 25.00' 090' 00' 00" 25.00' 45.36' N86' 56' 44'E C67 60.43' 280.00' 01T 22' 01" 30.34' ,60.32' S48' 07' 44V C68 43.20' 252.50' 009' 48' 12" 21.65' 43.15' N49' 24' WE C69 40.39' 25.00' 097 33' 48" 26.14' 36:14' N01' 46' 22W C70 39.27' 25.00' 090' 00' 00" 25.00' 1 35.36' S86' 56' 44'W C71 39.27' 25.00' 090' 00' 00" 25.00' 1 35.36' SON 03' WE C72 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N86' 56' WE C73 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NON 03' 16-W C74 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S86' 56' 44"W C75 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C76 37.98' 25.00' 087 01' 58" 23.TV 34.43' N88' 25' 45"E C77 165.46' 613.50' 015' 27' 09" 83.24' 164.96' S57 38' 21 "W C78 172.52' 536.50' 018' 25' 27' 87.01' 171.78' S51' 09' 12'W C79 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' 31"E C80 39.27' 25.00' 1 089' 59' 44" 25.00' 35.35' N86' 56' 37"E Cal 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NON 03' 16'W C82 21.03' 25.00' 048' 11' 23" 11.18' : 20.41' 1 N77 08' 57-W C83 163.01' 50.00' 186' 48' 05" 841.43' ! 99.82' NOT 50' 36"W C84 19.96' 25.00' 1 045 44' 02" 10.54' . 19.43' N6T 41' 25"E C85 50.10' 302.50' 009' 29' 20" 25.11' 50.04' N49' 34' WE C86 49.64' 230.00' 017 22' 00" 24.92' 4.9.55' S48' 07' 44'W C87 39.27' 25.00' 090' 00' 00' 25.00' 35.36' N86' 56' 29"E C88 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' 31 "E C89 94.54' 275.00' 019' 41' 47' 47.74' 94.07S37 05' 35'W C90 I 77.35' 225.00' 019' 41' 47" 39.06' 76.97' N37 05 35"E 39.27' C91 39.27' 25.00' 09V 00' 00" 25.00' 35.36' S86' 56' 29'W C136 C92 62.15' 125.00' 028' 29' 09' 31.73' 61.51' NIT 48' 571W 004 58' 12' C93 37.28' 75.00' 028' 28' 53" 19.03' 36.90' N33' 48' 49'W 11.18' C94 40.89' 25.00' 093' 42' 18" 26.67' 36.48' Sol' 12' WE S17 54' 25'E C95 1 137.79' 536.50' 014' 42' 54' 69.27' 137.41' N5T 00' 29"E 76.97' C96 1 197.21' 613.42' 018' 25' 12" 99.46' 1 196.36' N51' 09' 00"E 28.92' C97 22.78' 25.00' 057 12' 42" 12.25' -22.00' N68' 02' 50"E 090' 00' 00' C98 16.49' 25.00' 037 47' 18" 8.56' 1 16.19' S66' 57' 11-E 25.00' C99 39.27' 25.00' 08W 59' 42" 25.00' 1 35.35' N86' 56' 53"E 1 39.27' Cl 00 12.43' 25.00' 028' 28' 53" 6.34' 12.30' S33' 48' 49"E C144 C101 87.01' 175.00' 028' 29' 09" 44.42' 86.11' S33' 48' 57'E 39.27' C102 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOX 03' 31'E C103 39.27' 25.00' 090' 00' 00' 25.00' 35.36' S86' 56' 291W NO3' 03' 31"W C104 21.03' 25.00' 048' 11' 23' 11.18' 20.41' N23' 57' 50"W 35.36' C105 1 241.19' 50.00' 276' 22' 46" 44.72' 66.67' 1 S41' 56' 29'W 25.00' C106 1 21.03' 25.00' 048' 11' 23' 11.18' '.20.41' N77 09' 13-W C153 39.27' 25.00' logo' 00' 00" CURVE TABLE- 35.36' S86' 56' 29"W C154 39.27' CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING 25.00' 046' 11' 23" C107 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' 31'E 44.72' 66.67' C108 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S86' 56' 29"W S17 50' 47"W C158 C109 39.27' 25.00' 090' 00' 16" 1 25.00' 35.36' NOT 03' 23'W 39.27' 25.00' Clio 11.24' 175.00' 003' 40' 52" 5.62' 11.24' S21' 24' WE S17 50' 47'W C168 C111 75.76' 175.00' 024 48' 17" 38.48' 75.17' S35' 39' 22'E 39.27' 25.00' C112 56.40' 50.00' 064' 37' 32" 31.62 53.45' N37 10' 54"W 048' 11' 23" 11.18' C113 44.66' 50.00' 051' 10' 29" 23.94' 43.19' S89' 55' 05"W 66.67' S48' 03' 31 "E Cl 14 39.07' 50.00' 044 46' 13" 20.59' 38.08' S41' 56' 44"W C173 37.39' C115 44.66' 50.00' 051' 10' 29" 23.94' 43.19' S06' 01' WE 613.50' 000' 39' 04' C116 56.40' 50.00' 064 38' 03" 31.63' 53.46' S6T 55' WE '° 23.63' 47.22' C117 39.27' 25.00' 089' 59' 44' 25.00' 35.35' S86' 56' 37'W NOT 57' 39'W C177 C118 39.27' 25.00' 090' 00' 00' 25.00' 35.36' NOT 03' 31'W 21.03' 1 25.00' C119 21.03' 25.00' 048' 11' 23" 11.18' 20.41' N66' 02' 10"E 090' 00' 00" 25.00' C120 241.19' 50.00' 276' 22' 46" 44.72' 66.67' S4E' 03' 31"E 35.39' N07 59' 54"W C121 21.03' 25.00' 048' 11' 23' 11.18' 20.41' Sir 50' 47"W C182 39.27' C122 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S86' 56' 29"W 25.00' 048' 11' 23" C123 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NON 03' 31'W 897.21' 99.85' C124 21.03' 25.00' 048' 11' 23' 11.18' 20.41' N66' 02' 10'E S77 09' WE C186 C125 241.19' 50.00' 276' 22' 46" 44.72' 66.67' S48' 03' WE 39.27' 25.00' C126 21.03' 25.00' 048' 11' 23" 11.18' 20.41' Sir 50' 47'W 090' 00 00 25.00' C127 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8F 56' 29'W 35.36' N86' 56' 29'E C128 39.27' 1 25.00' 090' 00' 00" 25.00' 35.36' NON 03' 31"W C191 39.27' C129 21.03' 25.00' 048' 11' 23" 11.18' 20.41' N66' 02' 10"E 25.00' 090' 00' 00" C130 94.41' 50.00' 1 O 11' 23" 69.06' 81.00' N36" 02' 10'E 25.00' 35.36' C131 39.27' 25.00' 090' 00' 00' 25.00' 35.36' N86' 56' 29'E SON 03' 31"E C195 C132 39.27' 25.00' 090' 00' 00' 25.00' 35.36' 1 SON 03' 31-E 39.27' 25.00' C133 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S86' 56' 291W 085 01'_ 48' 22.92' C134 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 03' 31'W 15.18' N50' 32' 37V C135 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S86' 56' 29"W C200 39.27' C136 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NON 03' 33'W 225.00' 004 58' 12' C137 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N86' 56' 29'E 11.18' 20.41' C138 30.68' 25.00' 070' 18' 13' 17.60' 28.79' S17 54' 25'E C204 21.03' C139 77.35' 225.00' 019' 41' 47' 39.06' 76.97' S37 05' 35"W 511.50' 1 010' 36' 39" C140 42.90' 25.00' j 098' 18' 59" 28.92' 37.83' S87 46' 59-W 25.00' 35.36' C141 39.27' 25.00' 090' 00' 00' 25.00' 35.36' NON 03' 31"W 35.39' NOT 59' 54"W C142 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N86' 56' 29"E N87 02' 37"E C143 1 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 03' 31'E C209 C144 39.92' 275.00' 008' 18' 59' 19.99' 39.88' S3T 46' 59"W C210 39.27' C145 39.27' 25.00' 090' 00' 00' 25.00' 35.36' S86' 56' 29"W C146 39.27' 25.00' 1 090' 00' 00" 25.00' 35.36' NO3' 03' 31"W C147 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8F 56' 29"E C148 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SON 03' 31"E C149 39.27' 25.00' 090' 00' 00' 25.00' 35.36' S86' 56' 291W C150 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NON 03' 31'W C151 39.27' 25.00' 090' 00' 00' 25.00' 1 35.36' 1 N86' 56' 29-E e� s� ao ��• 9s nn' n9n' no' 00' 25.00' 35.36' S03' 03' 31 "E C153 39.27' 25.00' logo' 00' 00" 25.00' 35.36' S86' 56' 29"W C154 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NON 03' 31'W C155 21.03' 25.00' 046' 11' 23" 11.18' 20.41' N66' 02' 10"E C156 241.19' 50.00' 276' 22' 46" 44.72' 66.67' S48' 03' 31"E C157 21.03' 25.00' 048' 11' 23" 11.18' 1 20.41' S17 50' 47"W C158 39.27' 25.00' 1 09(r 00' 00" 25.00' 1 35.36' S86' 56' 29"W C159 39.27' 25.00' I 090' 00' 00' 25.00' 1 35.36' NON 03' 31 "W LINE .TABLE LINE # �. 11 CUR V E -T&-- .,2E- L1 33.24' CURVE # LENGTH RADIUS DELTA ')sfNT CHORD CHORD BEARING C160 C161 C162 21.03' 241.19' 21.03' 25.00' 50.00' 25.00' 048' 11 2-' 276' 22 ¢6--' "11' - ?„ . - v�� 20.41' 66.67' 20.41' N66' 02' WE S48' 03' 31"E S1T 50' 4TW' C163 39.27' 25.00'~ 090' 00' -Q -,,25.00' L7 35.36' S86' 56' 29'W Cl 64 39.27' 25.00' 090' 00' 00" 5:00' ., -1 35.36' NON 03' 31 "W C165 21.03' 25.00' 048'11' 23" {.11.18' 20.41' N66' 02' 10"E C166 241.19' 50.00' " 276' 22' '46" 44.72 66.67' S48' 03' 31"E C167 21.03' 25.00' 048' 11' 23' 1 1.1.18' 20.41' S17 50' 47'W C168 39.27' 25.00' 090' 00' 00'-...,.25.00' N57 41' 45'E 35.36' S86' 56' 29'W C169 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NO3' 03' 31'W C170 21.03' 25.00' 048' 11' 23" 11.18' 20.41' N66' 02 WE C171 241.19' 50.00' 276' 22'- 46-1, _ 44:72' �11r18' 66.67' S48' 03' 31 "E C172 21.03' 25.00' 048' 11' 23" L28 20.41' S1T 50' 47"W C173 37.39' 25.00' 1 085' 40' 53"-_23.18' 70.00' 34.00' S8446- 55-W C174 6.97' 613.50' 000' 39' 04' ;3.49' 6.97' N57 42' 11V C175 47.23' 536.50' 005 02' 40' '° 23.63' 47.22' N50' 30' 23"W C176 39.29' 25.00' 090' 02 48" 25.02'35.37' NOT 57' 39'W C177 94.41' 50.00' 108' 11' 23" ` 69.06' 81.00' S47 50' 47'W C178 21.03' 1 25.00' 048' 11' 23" 11.18' 20.41' 1 S17 50' 47'W C179 39.27' 25.00' 090' 00' 00" 25.00' 35.36' 1 S86' 56' 29-W C180 39.32' 25.00' 090' 07' 14" 25.05' 35.39' N07 59' 54"W C181 39.22' 25.00' 08W 52' 46' 24.95' 35.32' N8T 00' WE C182 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' 31"E C183 21.03' 25.00' 048' 11' 23" 11.18' 20.41' 1 S66' 02' 10V C104 162.65' 50.00' 186' 22' 46" 897.21' 99.85' NOT 03' 31'W C185 21.03' 25.00' 048' 11' 23" .11:18' 20.41' S77 09' WE C186 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SOX 03' 31'E C187 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S86' 56' 29'W C188 39.27' 25.00' 090' 00 00 25.00' 35.36' NOT 03' 31'W C189 39.27' 125.00' 090' 00' 00" 25.00' 35.36' N86' 56' 29'E C190 39.27' 1 25.00' 090' 00' 00"-, 25.00' 35.36' SON 03' 31'E C191 39.27' 25.00' 090' 00' 00" 25.00' 35.36' I S86' 56' 29'W C192 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NON 03' 31'W C193 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8F 56' 29"E C194 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SON 03' 31"E C195 39.27' 1 25.00' 090' 00' 00"" 25:00' 35.36' N86' 56' 29"E C196 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SON 03' WE C197 37.10' 25.00' 085 01'_ 48' 22.92' 33.79' S84 27' 22'W C198 15.18' 175.00' 004 58' 12 7.59' 15.18' N50' 32' 37V Cl 99 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 03' 31V C200 39.27' 25.00' 090' 00' 00' 25.00' 1 35.36' S86' 56' 29"W C201 19.52' 225.00' 004 58' 12' -'-9.76' 19.51' N50' 32' 37'W C202 21.03' 25.00' o46' 11' 23' 11.18' 20.41' N28' 56' 02'W C203 158.31' 50.00' 181' 24' 34' `-4064.97' 99.99' 1 N84 27' 23"E C204 21.03' 25.00' 046' 11' 23" 11.18' 20.41' S17' 50' 47V C204 94.73' 511.50' 1 010' 36' 39" 47.50' 94.59' N47 14' 48"E C205 39.27' 25.00' 090' 00' 00' 25.00' 35.36' S86* 56' 29V C206 39.32' 25.00' 090' 07' 14" 25.05' 35.39' NOT 59' 54"W C207 39.25' 25.00' 08W 57' -49' 24.98' 35.34' N87 02' 37"E C208 54.11' 613.50' 005' 03' 13" 27.07' 54.09' S50' 30' 07'E C209 46.54' 536.50' 004 58' 12' 23.28' 46.52' S50' 32' 37"E C210 39.27' 25.00' 090' 00 00 25.00 j 35.36' SON 03' 31 "E LINE .TABLE LINE # LENGTH BEARING L1 33.24' N00' 33' WE L2 41.21' N41' 06' 28"W L3 36.76' S80' 46' 49"W L4 41.67' Sin" 37' WE L5 125.57' N81' 57' 29"W L6 24.18' N23' 42' WE L7 50.12' N34 47' 57"W L8 1 76.07' S66- 38' 21-W L9 1 135.41' N58' 52' 50"W L10 84.93' N88' 06' 49"W L71 54.03' S33' 33' 04'W L12 85.10' N56' 06' 26"W L13 54.75' S77 09' 01 "W L14 92.34' N59' 39' 33"W L15 89.41' S64' 50' 10'W L16 58.62' N64 22' 35"W L17 27.74' NOV 33' 48"W L18 53.92' N57 41' 45'E 1-19 78.55' N31' 31' WE L20 90.43' N57 33' 01'W L21 60.05' S50' 32' 25"W L22 65.96' N6T 01' 46"W L23 49.81' N24 48' 53"W L24 85.94' N56' 19' WE L25 158.04' N48' 21' 09'W L26 25.05' N47 03' 42"E L27 1 25.00' S41' 56' 29"W L28 25.00' N41' 56' 29"E L29 41.39' N48' 03' 31'W L30 70.00' N47' 43' WE L31 70.55' S48' 03' WE L32 70.55' S48' 03' WE L33 70.55' N46' 03' 16'W L34 51.66' N47 16' 24"W L35 69.99' 1 N41- 56' 44"E LINE TABLE LINE # LENGTH BEARING L36 51.34' S47 16' 24'E L37 70.00' S4T 43' 36V L38 48.57' N47 16' 24" W 1-39. 60.13' N48' 03' 16"W L40 70.00' N41' 56' 44"E L41 130.36' N60' 21' 56"E L42 71.41'I S46' 03' 16"E L43 83.26' S41- 56' 44-W L44 70.55' 1 N48' 03' 16"W L45 70.55' S48' 03' WE L46 70.55' S48' 03' WE L47 70.55' S48' 03' WE L48 78.50' Me 03' 31 "W L49 6.70' N41' 56' 29"E L50 6.70' S41' 56' 29"W L51 54.46' S25' 39' 53'W L61 18.31' IN4W 03' 16'W L62 19.38' S48' 03' WE L63 80.00' S41' 56' 29V L64 81.17' S41' 56' 29'W L65 j 81.17' N41' 56' 29"E L66 17.06' S41' 56' 29'W L67 80.00' N41' 56' 29"E L68 80.00' S41' 56' 29"W L69 81.17' S41' 56' 29'W L70 80.00' 1 S41- 56' 29-W LE ND PROIIOSED R.O.W. DEDICATION EXl ING GREENS PRAIRIE ,ROAD I 40 20 0 40 SCALE IN FEET I-r::�0.84' /, , ;- t . .... ;- 20' ELECTRICAL I / - EASEMENT RIDVEL]�,.LIMINARY CASTLEG, I Ell SUBDMSION 02.655 ACRES ROBERT I'' STEVENSON LEAGUE, A-54 COLLEGE SITATION, BRAZOS COUNTY, TEXAS SAVE & EXCEPT SECTION 200 (27.075 ac.) SECTION 10C = 13.108 AC. SECTION 106 = 8.448 AC. SECTION 205 = 9.674 AC. SECTION 10 = 11.101 AC. , SECTION 107 = 8.406 AC. SECTION 206 = 24.649 AC. SECTION 10 = 6.382 AC. SECTION 201 = 10.587 AC. SECTION 207 = 12.840 AC. SECTION 10 = 9.607 AC. SECTION 202 =11.959 AC. SECTION 1M = 9524 AC. 1 SECTION 203 = 10.451 AC. SECTION 10 = 8.550 ACI SECTION 204 = 20.295 AC. LOCK 1, LOTS 1 THRU 17 LOCK 2, LOTS 1 THRU 12 BLOCK BLOCK 1, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16 12, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16 LOCK 3, LOTS 1 THRU 16 LOCK 4, LOTS 1 THRU 24 BLOCK BLOCK 13, LOTS 1 THRU 19 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22 LOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22 iLOCK 6, LOTS 1 THRU 2 ILOCK 7, LOTS 1 THRU 13 BLOCK BLOCK h16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22 LOCK 8, LOTS 1 THRU 16 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22 LOCK 9, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16 tLOCK 10, LOTS 1 THRU BLOCK LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16 OWNE1/DEVELOPER: SURVEYOR: 10, ENGINEER: SCALE: 1`80' 3-1)hvelopment, LLC Iad l err', RPI, No. 4502 PHILLIPS MAY, 2010 449Castlegate Drive Kerr Surveyiig, 409 N Teras LLC ENGINEERING REVISED DECEMBER, 201 Ave. REVISED FEBRUARY, 2012 Colle€ Station, TX 77845 p9) 690-7250 Bryan, TX 77803 Kent Laza, P.E. (979) 268-3195 4490 Castlegate Drive College Station, Texas 77845 .** (979) 690-3141 Fax: (979) 690-1041 SHEET 6 OF 6 Firm #: 13130 �h®.,fir-�SC�n...''�:' �� a --s�m� '_...� ��ri'i - : - - - .lilac- � II n_� �I{�i is �®�"r"°�"'r LCVCIVII __ -.s j...-.. ""No CSROUfl ROOM) -.-.- IX51YIe SNIRAAY $EMOTE WE .•.. , •.•. MEOW COMOUR (MINOR) MOMS NUMUNE MT WuxLVMiTCPOSEo 6' SAHTMV SIW R ME I 'EEEa FWE IWE -+-..- PRWOSEo e• SW)NS SEW WEUV UNE PROMSED 4• EONCE NNN STOKER' CORNER P OSED SEAM M WUE - - FAS.. ME PRCfOSED 6' WATERUNE . WE -•�-"- PRMOSED 8' WAIFADNE PNWOSER IR• ",,WE PTF' VSEO SMEY/I1N ..0 PRCfUYO FIRE NtpTNET W WIOV AREA a e_ PROMSEO SIMM SEINER m FRWOAO S MM MILT ^ / .. I u I '-f -f' I_ I VICINITY MAP CENEEN NOKOi I. ME SMING INK" UMB 2. ON PRWER CONOON ARE NEEF TE RE 3. ME TCPMiV REWN AND 4. AFORM 0 TOWER POINT A CUTE MINOR 8. ENER4 WATT ]. OElQ11pN PI WE POSE I 6. ME SECO)1MO I) IN NOMENNEnNmNII WILT BEFORE NCEMI 9. IF OO1l VN TUL AFFECT WEPo)R-O JONIS CO OR M 10. 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NUNN WORE PAROCUVALY )M(AME0 BE METES ANO WINE AS FOUIM, BOOMING AT A INCH NW ROD FOUND ON WE SW IREST WE OF A C 75.07 ACRE TDLL AS DESCRIBED Of A 0® TO INS D CPMFM CO. RECORDED IN WLIIME 605, NOE 42 OF WE CFFICWL PUNK RECWW OF BWOS COWM, XIUS. WNW WE NORM COMM OF OND REJAMER OF 505.W ACRE TDCT AW TIE ROOT COWER OF A W R9.b5 ACRE TUCL AE DESCROD) SY A CUED TO AXE .AXES C. &NET RflIXIBIE LINK MUST RECORDED IN W tUW 24M NOC 64 OF WE OFRCVL PUBILN RECORDS OF EPICS COMM, WI THENCE: 5 41' 55' 32' W MRUYH ;TIE MPAYMF Pogli-OF-WAY OF (AF➢IS %ANTE fl0A0 IND µONO TIE SOMIFASF UNE OF YM REWINCFR OF JOS.p) ACRE TVL] FW A OISENICE OF 20PoA1 FEET YO THE SONN CORKIR OF 11M5 NFAEW OE Me. EvEa., TIFNCE: N W 21' OV W CMTOUNG ROUGH ME A NREM RMT-0E-WAY OF CROONS . C ROAD. Ai H.. FECT A {{ 1 Hql IRON NW FWW KR ME FMT OWNER OF SMEWATA MO . RNX WE. AOCWUNG W ME %Ai REWPoIEO IN 1CLUME 4267. WCE 254 OF ME ORRN- ... MOMO5 OF SRNMS CROW. TENS. SE:N5: N 2e SY 32' E FOX A OW"E OF 0,13 FEET. CMMUE &DRO ME CMNM TINE OF WREWMWR OF, SIN M AGIE MVGT WSMEIWAMN MR . R WE MR A MTµ ROWNCE OF UN.04 FEET TO A MON, _ MINCE: µMG ME COMV)N NNE Of BW ReLNWFN OF 303.97 ACHE IOMT Nq SMEEIWA)IX Fg63T. FMSE ONE FOR ME FOU. MNO CVIS: N SS 19- 49' E FOR A CORNICE OF M94 FEET; N Sf 46' SJ' W FOR A )SEANCE OF 49A1 FEET: N fiT OI' 46' W f9fl A )STANCE OF 65AE FEET. 5 50 33' 3S' W FOR A )STANCE [F LOOS iFEi: N 57 33' 01- W FOR A )SMICE OF W.43 FEET: N 31- 31- 00' E FOR A OCV-e OF ]0." MEN N 5T 41- 45' E FOR A `OV"CE OF SJ.9R FEET; N O4' JJ' b' W FOR A gSFN10E OF 2).]4 fEfi; N 6P 22' 35- W FOR A gWMm OF SLATE FEET; S &V M' IW W FOR A )STANCE OF Opel FEET: N 3V 39' 33' W FOR A )SURCE OF p2.34 FETE'. 5 )T Od' 01' W FOR A )STAKE OF 54.]5 MOO N SW C6' 26' W MN A )STANCE OF 63.10 FEET 5 JS M' Oe W FOR A )5]AKE OF 54.01 FEET. "I H IS OW 49' W FOR A )STACE OF 64.93 FED; H M 52' b' W FOR A )STANCE OF 135.41 FEES ; y S OW 38' 21- W MR A )SEANCE OF ]6.0) FEET. 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IIXAS; MFNCE: N 41- 55' M' E NUNG ((TIE WMMW UK OF SN) PEV -- OF .lOJ.9) -RE - AM SNO ISEO .ARE 11UCF µO ME > .. INONE i➢R OF 165Hm, /2 SUNVETFD ON PANWN� REMMS" 2MR A O OE REAMS SYSTEM SWMI NOON IS Sl® ON ME M. AS ESFOf 2106.35 MET TO ME PONT OF RMMNQ CONTORM SO .655�XlD fFOOF Y CPS MEENVACM. SEE PIAF PIEPMW FEBRUARY 2010 FOR LORE OESUWIM WFORWW1 )UD NEW RECOVERED FROFASOWL i UND SIMEItW Ne. 450R PRELIMINARY PLAT .T. R RECORD PRELIMINARY PLAT CASTLEGATE II SUBDIVISION 202.655 ACRES ROBERT STEVENSON LEAGUE, A-54 COLLEGE STATION, 13RAZOS COUNTY, TEXAS SAVE & EXCEPT SECTION 200 (27.075 ac.) SECI1I1N 1. 13.104AG SECOIINII=-&OCAI- llllIONRO5=9SIDAC. SLf.TI()N II" IMIII AC. SECTION TOT=FAk A( S6C1ION 2116=N.O%AG SE(TION102=6.382AC. SECIION201=21)58TAC SECTION207-12WI Af, MMON103=9W7 AC SCCIION262 =11959AC SI(J()N 109=9524AC. SCCII(I\V3 2=1&J51AC. 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VICINITY MAP 1' PRONORTY THE ',W EM re wS. sP'axvi; olEioE �-n'DK MEM ROBERT STEVENSON LEAGUE, A-54 COLLEGES'1'ATION, BILIZOS COUNTY, TEaAS LEGEND COMMI Pwu xW.IS roElnui OW wu uTET THE RE w BottoR Is RO OR R-18 1GNWc M MNIS 1.E EpSTNG COMOUR (N4IX1) --.- IXSTHG WpT/At Sf%21i TINE 3. ME THE RMHY 61NINS O FADN R R- 9 ZONING OE\4L01'FD IH 1984 FCR 1M CRY OF COLLEGE Emoo. cotmoM (MNCR) IXLSIII,G WANIMMI SIMON IN WILD .. MIA MT B]IMLWIT-"'--'^" "� PRWp{U 0' SWTM(I 54XTR YXE A. A PORBOI OP TIES RU IT IS M. A SPEC41 ftOW HAZARD MEA ACCORgNG TO WE PEMINO iOWEI1 PoWI REREA CE w Rfl1NOR. P.ENA WE NO. 10-OB-MS]P. SAVE & EXCEPT SECTION 200 (27,075 ac.) SF,OuION1V0=13ID8AC SFINON104=8WUAC SE"OON N5=9.4)4AC. PVSE WE -•. �••- PROPOSED B' SWTAII SiMW um. S. C. IFN.MS BO N1 NAY. THE WVNOMIL OR RpNf-0OF-WAY UNES ME Me UREMNS. SECTION IU1 = 11.101 A[;. SECTION RUT=84ULAC. SERI(1N 204=2J 499 AC, ------^--- LOT ONE-.r.-:..- MOPoSED 4' F00.CE NMI • 6. VOW WATER MOST BOMONN BILL BE PRO"HOW BY ME RMOS VRHIN MIS SIZE • AIOFERP• WPHFfl pRWpSED SEWFA 1LWIp1E T. DflENMIN PONDS MO CONIIIXI MFAS MU. BE OA11E0.0 WIMI . W THE TOME OM ASSOCUTON (NWj. SECTION 102=6M AC. 5EC]ION 2U1= IU58TAC SECTION 20]=12A90.\C $ECTITIN 1U3=9UIT AC. SEC.'IION 2U2=11939AC. fASENEM ONE -^�-" PRCPORT 8' WA1ERlINE 0. ME FUSES .F IX6 9JBDMAg1 6HNL OE WNSIRIICTED U9N. wo WOUNINNAT SEWEHCES. PRCPoRT B' WATEBIINE SEGIONS IM-107 EIWL BE MIT IN NUMEROAL SIMN, mo SEC ONS 200-1.T SNNL SE WORT NOW ME IN MI4EIINyy gpWM BUT EITHER SET OF SEMONS MY PROGRESS TESSUGH IS SEQUENCE SE(l'ION IUD = 9524 AG SECTION 203 =1U951 AC. SECOON 105=85Y]AC. SECI ION 204=211295 AC. _ PROPOSED 11' WAIFRUNE INOEFEMOEMLY IRON ME OBIER. SECIIW 2W MD LIS MSOCNTED DENDO NI PWO MJST BE ( .., ru' PNPoSFD 50EWILX •,xI pROpO$D ipE Mq/AI! BULTREIVEMA'RNK PAT6IHSECRONSIW-M.81ITNFO. 9. IE WELL VNE 6 EXIEIIDED SOUMXMD WO ME NUOWWG WMT OF VNO, ME CVL-DE-SIC BLOC, LOn1i11nVT NIM:K H. 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FR£ NBE SICEWNNS WINES PET ORM T FRON 1HE 8'CK llF CURB SIO L BE REWIRES NR ONE 9DE OF NL OWES RI(X.KF,ii]1SITIf0.U1] 111.(N:KIT, I.OISITI1RU 14 RLOCKYI.IO ITFIRU14 RL.CKr LOT]ITIIRU22 oLUCKtl, L(YI\ITH0.1214 IgLOFJInIR1114 IUACK2fl,LOl.Sl T1{RL'N RI.O[K]g LORIT11RU 23 ixxKs, wlS l TIfxV 1E Ltltt l nlnu IL ucK29, LOTS I iHRV IL Ita SREEIS ENCF X`N MOSE PENMYFMILY MIX H. 0Ul1£T. Mp1OWL,Y. FWfl FORT INOWN R LOcMM -'_ SHNL 6E REWIRED W NL MYMW MFAS TEAT SE. AVOMMNN BLOOKS. I I. EMH LOT W PIO.IOE A MIM AAM (W1 MM OF AT tEAST 2 WOES R I:SWEA aR ONE 4 1NOH GURR W. PER ORDRMM 3282. ULOCK IR,LO1SIi11NV' RL(ICAm tntt lnfnVln RLMAIn LOISI n{RU IT. - - O\"WE EVELOPER: SURVEYOR: ENGINEER SCALE: t"=80' 12. Art Nu"B"' TORWpRMES 5 mw BNE LWES: NOMRU AY9NE, WS. Noun P.EPo(WAY AND EIONBJM AYEHVE. 3. pcvtlal: ., LLC Ond Ke 5, RPIS No. UO2 PHILLIPS p1 mO ULCU4In[RNnRn 13. A SEWrourt Az65 mvnwAY ORAL BE rnanom FOR EYER.ExcY vTNIatS moN mRFGRs PwRIE fl. M FMX AXCES9K MISS Or ME W WMVW M 1 ME DE WM. 1 WS ACCE59 FORTE FEARS y""` •n - (jp n1I"Pt'If ENGINEERING nn rsco Trunu tR\ Iz C''RP)%4N.Imv U . 'rn>•ai Ia Pe P)9)irv'IIL.I za PERYVIIXT TO GREENS Rw Is CCIWSIRUCIED. THE ROUTE w MIS ILCESS RONWAY CM m MIXED M Ne. TO /IXOMM MOME NUMBE OMOR "NOW D. ITMLL BE wmy IIICfPENCENT MO WARKIE P1W TIE PRISM( 04FE55 TO VICTORIA AVENUE THROUGH Cdbge4s`elbT�ieur'NPMS 1e)el4soal.I r..:inRlssTlal SHEET 4 OF6 EXISTING EECWNS OF CoOLOMlE S118OM5ON. MTR COMM SECWN 20. 14. THE NR RVWW SOUL, BE ORISIOXIM) IN COMM. 15. Ill 9ootA LOURED MmN CWNON AREAS ME 10 BE OM1E0 ATO NWMNHEO BY THE BOX. Fuma.O x 1 1 20' ELECTRICAL t { R CONNECTING 10' TELEPHONE / SWCASTLE FOREST A D EASEMENT R ----- _____ _ --------------- ---- -_ ------__- --- ___---�----------_- AT FOUND A i INCH •-�- _ ___________ _____ _ ____________ ________________ __ ________ IRON ROD FOUND GEMS: -- -1 _ ,_ •----_r __ _ _ _ ________________________ N 24'55'D2- E - 0.13�.. _____ _______ ------------ - -1---- ---- --- 3 ---_ - - - - - - - - - -_-... r SEE INSETC �'-_''-.L-----L-- -- ---- FENCE LINE ■'t fl l/J Y;r,r f, z. it r/;/r,ll r,.f, l.d l<.t�r/rA,rg,u%u .r .f, ,.rr ,., ru,n,ac,r r.,,r. r' ; .. S 55 2090.8 PftOPEflft LINE AS OEFlNEO Rr METES AND ROUNDS 1r INSET A - GREENS PRAIRIE R.O.W. DEDICATION FROM KERR SURVEYING ...,....,-...-.._..Y--W..______-..��....r _ ___ - - - - - _ - - 20_ - _ 169]/170 INSET C -ENCROACHMENT INTO RN EASEMENT ,,/� PROPERTY LINE AS DEFINED -...,\� BY METES AND BOUNDS FROM KERR SURJEIINC INSET B - GREENS PRAIRIE R.O.W. DEDICATION CURVE TABLE 1 wIV y]9' wa tYpw' y' yYG LLµ tll.la' WC fY aT Slap y£ Nar lrar WY W W IDM aw lea N nY oNK map tbv W ar Uw ]bN qT m' ]IT aW wv yar qr ar N£ w Na• Y nar m m N aM b»• DT N aY W ylaY am lY aY mY ]faY ' .1 ]pa, aM' Wp w'aY SiN' . 'yt uar W W Vd DN wN Dr IV nE <IO I. I. AW . OVr 11' m' W.]I' NY IV wt Ic le ]r ,I Nb.m m W Iry fld We ll'fY wt <I] y3Y mOY .1)V OA aY w' m4Y tl' nm Wvw,V aar yv Vr w' <n Inv NSY f30Y Oy qW" nW' DW It IM y'Nt CI] ]]AO' 4AW ttl Dd' a]Y IeY b3Y bm' W> •A' w' HStl NSY ya # NY Aar aup tbv ar W nM bN laT W 1r. CIOnaT aw' aw co'w' mar y.w' 444 n;Y mW' Ap pY (a" nl nd 3>Vr aIV Ir m• u;r Mtr eqK av FIN y]Y nW . 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CAMCOLLEGE STATION, BRAZOS COUNTY, TEXAS 3. ME TOFONEWNY SLIM( IS MOON ADBAI. NMMN OEM.0 W 1994 ON ME CM Of CCUE(E BRANCH MD RE`P SI wn �]� P� (� TyT� 4. A MRIKKI OF FEE TRMT IB "MEN A 6FECUL ROCS HUMID MG ACCgMNO M ME PERMIN SAYE & EXI..EL 1 SECTION 200 (27.075 'Ac.) MESA FORTLATER Of W IENSMN, F.EMA CME NO. ID-00-OBSM. e. CURIE UNCHNS Wm `LON0 ME SOUMWN ON MGw-OF-WAY USES ME MC IFACg6. 6. STCNIx WAm Kmw EERSON WILL BE PflWIEm E! ME WNOB RIMW Was SIE \ ]. DETENTION FONDS MD CONOWN AREAS MILL BE OMICO MO WEMNRED BY ME ROLE OMEENS' SECII(lN 100=llISACv SECTION 104=8.4V8AC SfCfl(1N205=9.6]4AC!--- MWSU N(fCI)SECTION IS=II.101 AC.,. - SEcrioN 107=84W AC SECFION2116=24&9AC O. ME FAMOS OF WE SAgNSMN SOUL BE CONSTRUCTED MOON TWO WOEPFMWR SEOSNLEEL SECTION102=6]B2 AC., SE(TI;N202=10.Sel AC- SECTION 207=12&VAC SECTIONS NCO-1N SHNL BE BUILT IN NaUA WOOL MO SECTORS 2W-MT SHUL BE BUILT SECTION 1US=9.N1]AC SECfI(1N 202=11.959 AC' INEISECTIONS - - N NU. ORDER. 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( tlep.�"t Itl «a] I 9 li a 1 BLOC 21 , i II y p j p I OF / ] hA 6 IIL 5 tiN d �� 3 f♦R 2 hR I I I 1] kS Ic h Is Q r Mom' '9ir , 1!. 14 .k ' _CCC �( T i)W \ 1 1 _ ..kMf[ _ _9T /'1 43,1,„,� 1° °"` \ 1 tlrlc9) 12 1�' j Ol1EGEB �. `G / Q`1 IOJ92/262 _ •, 9 a � 1: ' t ✓ N F ` . toria AvellUe T w ] flax CERSTING • I •. ert m gP�-I W 9K b Jt'.fnyW' CV t • ^' V)et0 a Ave Y k10 B B AWN P'Mr ]] � � 1 _ r "°�T 'SBid�a�811' �{ M i-✓ _ �`�'/ 1 Od�l �1 2d J f •- 1 ) Lze WLt�UHE - N ^ ...... _. ._...-.< -.L✓ ill 31_ MC ` tl r II 1 11-fts- N 9F2aE1W 82 I Ili] '.� IL• OfIIIIlOII T ' I A E a� �p4' I I ; r -....r% 27B ASI W RW C _ IO to CDUrt as - au 1 _ 1 �'>` J.al0apW$w 3, COU a ,1 f Jb*V�SM• \ i \\{j N IDr� BI 33 i' Iz g 1 I$ w B is g 16 1 Itlw , 'I� IP xni Ir r ' _c �.. 1 I, bl. i al \ +�,, #d3p68# 1�� , < AV, �b T' LO(1171 9F dh P 11 1T 1 SCY } Ly)fi(`i 11 /� nart nN ♦ewe »' P .. �..._ .-_.}�-'- T --- _- --nes ♦ am'- - - i BL K 1 . -- II WVa (Ww.y ll ), �v �9 fy/(�\ ,FC I¢f'- % L FRR },�I qt $ `fl A /// �J) I I )Cil(1}OII 18A Nt r I _. ,� - .•_ -__• V '.'� wkI �� ] h.2_ g ✓q c 911 x" + q pp 5 kp 4 hg h 2 1 'i—W i'L'_'i . 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R-I k 0-I9, F)ICf➢I PCfl THE PNN IRF/5 ]ND we AO➢ERT STEVENSON LEAGUE, A-54 COLLEGE STATION, BRAZES COUNTY, TEXAS LEGEND Mo. comwa ("OR)_ _ _ Wan xc ,�. RxEft U MOTOR OONTWi (MINOR) EMMK IMOMMO REAL B]V9 -"•—"- 4w9i NINE OW" AEA,,W)4EM TO W,S. FNK-tPS PAIXWAY, NOON IS ZONED A-0. RERYM L- RATS MLL MEET ME REnUFxHENIS OF R-1 ON fl-M zWIMO M A Cgaa. a ME TOMORM 1Y SNOM U MOM RAW. LVPRNO OCITIm D W 1994 MIFF ME On' OF COLLEGE MAiKKI AND MKID SURE OAA 1. A FORRO1 OF MM TPACT IS MINN A SFE V RICO HJUMD Ma J=OR M0 i0 ME MONO SAVE & EXCEPT SECTION 200 (27.075 ac.) 100=13.IOw A[. SIiCf10N 106=8N8 AG SLCI'ION 2U5=9.6]4 AC. ON EST M IS RVSE UNE _ FINIMBEO V RMOMY - PRCPoSFO B SVIFMY SEw9i NINE NO.SECTION OTWERUROE POM IETER IF ON ME SO, P.EMA RASE KI- 10-O6-p6O S. CNM1E l[NOINS 91GWH AOIC THE BSUNDMY OR RWNFO'-OFIIN6 IRE MC LFMRNS. SECTM!1'O 1102 MOOM2 AL. N)N 116 AG AC 206 =12 -- - LIE WE • PR REM., OOM R -v—nr- FROKSM Ic MORE MOM R ON,Ao SIERRA WNNOM 0. 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Do' NOSY f' Uphol Co rt f ; _� y1jvj r Itl xtr m' t BLOCK lu[ • - BLOCK II e' `� \ ( (( -� rt.r�V%Ir -W\�{{ _ i 101.00F II II A 1 1 u BLOCk3 I j ' .i 9 ' `M • I i 3 91 1 I Y 9 i ,� '1� I. I PRELIMINARY PLAT PRELIMINARY T NOT FOR RECORD CASTLEGATE II SUBDIVISION 9EtlER ma,,,: 202.655 ACRES 1. 1HE DENNIS, smEN down HEREON IS REVERED To THE w0-83 TEws WIDE IIANE woRUWrt VICINITY MAP EoBBW luSOM plIMPOW, CER li_ EONS. uM M uDM1uENIo ox PRE PRauv1. E. THS PWrtFIY IS EIMPERIVT ECNEO R-1 R R-1B. IXCEPI FOR 1HE PMN MFAS M10 1NE RO➢ERT STEVENSON LEAGUE, A-54 COLLEGE STATION, RRA%OS COUNTY,'CEy,AS LEGEND CONNIX1 MFA NUACENr TB W.s. PwWPS PIA1M'AY, "" 6 :DIED A-0. RESocil . LOts WILL MEE ME REDIB"'ENS Of R-I BR R-10 zoxlxc M MRIrIB1E 3W._ ... EamNO CMRSM (MUCK) -.-.- IONSM; sWT,ov SEVEN ME 3. 1HE TOPOSPMHY SNDNH IS FROM IIICM. MR, DonaovF0 w 1854 POOL THE CITY Of COUBSE 4's - Ewmrlc carrouR (uwa+) IXlmtNl WAIWATERLINESNDNN M'D FIELD ISO M MrA 4. A BIRSOM a TxR TOACr 6 'MTHW A SKM MM x o ARG ICCU1wHC M THE PExomc -"-"- PROPOSED B' SMdTMiY EEIRS DM TryM01 FVNNr IEiIEft Cf yV REN90H. F.EVA WEND. 10-06-C6AP. BSwnIER B SAVE &EXCEPT SECTION 200 (27.075 ac.) 5[CI'ION IW IJIUBAG SP('110Y 104=RJJ8A(. SIeClIOT 2B5=96W AC ryGT CNN. H P A Lw{ Lw RYY LME -. -..- NOSED 6' IwoOn, SEMEN MM D. CIXAE LENOTHB MDNE ME BOVNNRY OIL RgHr-CF-WAY IEHES ONE NLC IENf:RB. 6. STTM WATER RUNCfi ORBRY81 MLL BE PRP M W 1HE Po S W1 R 1 M S SLITION 101 ILIUI A4 SCRIOV I W =8.4U5 1f. SlCl10\ 206 - 246J9AG 5[CIION 1U2 = 638E AC_ SECTION EUI = IS) 11 \C. S[:CTION 2 N=12LSAC. LOT I1NE-+�-++- PROPOSED 4' fON.'E NOW • ]. OEIENIpII PoHDS NIO DENNIS, NLUS MLL BE OWNED MIS) 1WMMHEo Wl TIE IpyE OWHFRB' • MKWFRi1' DINNER a FlLWOYO SEWER WHHOIE ASSO Tm of WE B.C.PIL(M'6' WAIFRIINE 6. THE N4AS CF T16 SMONISON . RE CONSIRUCim BEND 1WU WOEPEH NM SEQUENCES. 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B. % Q 10 OF BLOCK 31 SIWL BE REMONED Wl TIE /NDWIHO BEVELCPIX. m MiM0Y0 SIMM WI1T MY PoWIT-OF-WAY 1Wr IS BESIDES) NO LIXY'EL HECRSVry SIWL SE MMW W NN DEEDED TO TK J`On CMpPEL1Y OWNERS. RL( f l ITf L(YR HRL 1I B (.h 2L L(YR 1TI{RL M 1 n A HItV 22 tlLOLA l TfIR 4 LADS DOTS I L 'k Ls HMS 1 Yl{AL'N CAI 1 IRU2 11LLXK I IOK I THNI: 12 I, Oc 141AN) IH0.L Il n1.(ICK+c,1A,I11 THN119 RIAICKY ISNSIYt10.I1'12 10.w NOT SEflY/L(S. 1HRR iEEI CiiYr FROM 1EK HACK OF WRB SlW1 BE BECOMES ON BOTH 5106 EC EIXL"BO' VEr NCIBRN AYFNIIE,MOW.B, PHRLPB P00SONAY. FINE NOT C ONSIBCS THREE FMT OFFSET FROM T{E S'CN OF CURB 6W11 BE SECURED M ONE &DE OF IL. On ER RLMI:I,LOl51THRUO nLL1CKl-,, I I'ITIpV 14 ILMF2l,LLIT51Tl{RV If. nLl1CK )'. Ll)YSIT{IHtl xl DL(KKO, I.OIS OBBLI4 nll]CKI&L(Y151THRU 14 TL111I,. LORD S"A . III.MK]R L(TYIi11RV Ls RLLICA9,11IOl IBRUII ISXK 19, LOT] Ill1nU Ic IILLXK29. D11IS 1'l L:RV O ECI CM,M CXC FEI T Io3E KINSORNM1Y MTL LA o1111ET. JIDMPOWILY. MR F00T SIOWM15 LCG1gN ---- SHML BE REWWED M Ml WMNON Mm TNT SWMAI NL RESNEHSONN5. U. WI LOT N1LL NOAEE A Ml OF R TREES OF AT BOW z MEHES W CNPER OR ONE 4 INCH BULICKIR,IAl131THRV' NI.IHKbI,t(1lS IT11nV1R Sl.) ,.IIOITHAVIc 0WNRR/DMT-L0PER SURVEYOR, ENGINEER: SCALE: t"=80' CNIpER TIES PM %%N 3ER1. 12. 1NE FMLEMNo TYJINUCHFMEB AWL W4E EYE W1ES: NCIOIM AIEINF. W.B. RIWPS PNULWAy MO fIMWNV ANNIJE. t3. A sECBNDMM KELPS RMINIAY Mu BE mmm NR EMENCENCY wCOIC NBN GREENS PNDPE ]-DD.v I. ..l.LlL Ilnd K.m, IlPI5 N.L 45I12 PHILLIPS 'TT'ID1n Pp filn w O� suu,..i,lKnus L MCa 'y uWnn. �. ENGINEERING Ac11sO>PmRL.I RY.filx RON 10 EMN WOEE591E gKSE CF TLE SV DVS,M M ROM' Mf OflSLOPEP THIS ACCESS MLL BEEN MM 1HE iIftST RUSE. MN BE ENIEHDN N EY.X 6UBSMMI` PINSE MOL A PFIWYIIET RONIE TO PREENS PPNME RO•D IB CONSIRUCMO. THE ROUTE OF THIS ILCESS Ran n Nem n,gvw•rul reV 44m I.a+.P£. 1v151 n'.cllgs fdlrya sielMivaOx*iTi&5 Roo)W'AY. BE NgEO M HEEDED TO "CDOS R` MORE WNMMICMN. BII rt MLL BE WHpLY HNDEPENCENT MO SFPNNIE FROM ME PPoW11Y I EBSS M MM. AHIIUE TIftWGN EpSINIC SECTpNS a G411£WI N90MafSN. Ie,4flm..1141 rv:Is,aHcw�lwl SHEET 4 OF 6 N-O" . 14. THE UFr STATION SHILLBE CGX3lHUC1E1 W WNIUNSIION MM SECTION 2. 15, NL EOEIYNRS LOCI.TN MIMN Dow. MEM IRE TO BE OWNED NE NWRFMED BY THE MLL c g� s �ti! + 411 3 ( \\ � /� � Y4 _ 9¢E ]d9Y SS•' _ VBZ lCC ( !W � \ ` I 27 e B ASPH F Nr E 'w If- U jIbor CoArt \ Uphor D �� 1� )uu)eK 11 i I xLoeKt Is ! Ic k! Il #� I /9 §! zo Tom'' ':3 I /Mr e1m,_ la �. INOCM1 J C3+ i f� x,_w,r IlI - 111 \ _ - •--------. l,----- , ;-- 1 ( Is CI. n / r� / Illr arm III 1 � mr�,rm I-.-Nlim U4C ; Jr _ 31b ` - •SR� - I---id4L J3�. `. I j 13 Awx M+r, w' Row Belllster Court �_ m _, y _ INrn o 1 ,tlwN cP4 7 ro 13 �s4 10 g9 II k! 12 ➢ � 13 \III w ➢! 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EO nOw '0.'RTtl O 1 ridge Drive 2T B B Amx Pwr. e0' RCW ..r cle l 4lr ' ``§r m .-wr n---T n.e t -rawT. ,� ;ta'--i, I.w vrs 10 ur. BLOCK I 1? �� II . I• \•}1: \ F e _➢ 2�� wW - 17 k 16 18 � ocslnc. lr \\ O.W. O.WN+t.uS•+4,E-w26E �. _ NMO(IAREAI�. ( va ,»••€' - TR4W `" .ow. W 10!jLLdl : - PA ` —+a P—�!�l—§e-'-i—zwu / �. t Ii SWEE441FR FORESrl % PRELIMINARY PLAT NOT FOR RECORD BEN, NB 1. TIE DURING M VINE LEGEND (WJE) —.—.— IXhTN6 SWIIMr SEYhR LINE MSTNG ENIOUR Ba") casnNO mEcRuNE RAL oowm M —"•—" — PRCPOSEO V I. sEw9t ME ._I KM Cutl M PNISE WE PRCPOSm e• Yx.. uM LM ME PROPOSE) r FMKE NAN P • 0PERFY KflNER Rceesno SEWER NMHom FASENEM ME P oRCRED B' MEEN IE ROW HIVE " — PRWMEO B' MMUNE — PNDR*S80 12- W'.IUNE • , •r„ k PNPoSED 9"" nw Pi0P03o EKE I)AiMR PiW039 SIQTW EEWER m PROP%FA ERKW WU7, 2. ENS PBOPm by .IRE NEEr ME RE ]. TIE RFV.W STATE ARE 1. A PMIYIN 0 TONER MINT S. ERNE MEN B. SMRN NAM ]. OETENEKN R A4"M B• sTERNEeE 10 W NUWfe. OM T a ENII FIT WBR 9. V EUS U IM MIEVT 0,( AYE RCUN NIN 1HEI IN lo. BEER MT E Ell 1NBEE FEET SwEe, Do M BE RE vc, ter M M. NICE 12. T1E fQWNB PIRWNAY Mr 13. A SEEINM RQN IOOEAE PFRWWFIR R RMWAY CN "BLY NICE EOmxo Bee 14. THE UFt W, Is. Nl 5"W Im TO THE WD-03 T:WIS SLAT: PVNE MRI)RAW 40 AS NONUYENIEO ON TIE GRENO. .10, E1eEPt POR ME PMK MES me THE WAY. MW IS 2oxm A-o. RESIDENML Mrs Will IWE AS MNKIRE. He � IN 1.1 I'M TIE CRY OF mLLFOE REO W o AaF/. ICCORUNO w ME PEmNt CUE W. 10-06-OBS7P. IN ..-OF-WAY USES ME Me IEWEMS. ICED or ENE Pom Wl11RN WS BITE oBNoB MO ... . w 1NE wr,E ONTE., i5 uettD Usm m WK.BENI SEQUENCES K BERED, MO M00NS 2E-207 Swa BE m41 WE NAB IF) PIA M PRIMNESS R"UBH HIS SEQUENCE ANR OETMgN POND M15r BE 2--TREES OF AT IGSr 2 INCHES N MEER OE ONE 4 INCH mw ONE M. MCP W AWN.E W.S. FHEL3 .001 FEN ENERGENLY YEHOES BROW GREENS FRYRIE BE EmMSOI M THEY ME )EVELOFm. ENS ACCESS RE E%RTOFD To EACH SIMSEOUENI PRIME MEL A RW 15 mNSTeVOm. TIE RCUFE CF TM9 MCESS ACCUNN000`E EUNEE mH51MICIgN. SUB R MLL RE w 1NE FWWRY ACCESS m MEN. AANL'E 1NREO1 N,eNNN. EO IN WNIU"E"'N MIEN SECRB. a00. E AREAS ARE M RE 0WNEO AND "TNNm BY THE x0A Ku iE/CTTION 6 v,/ew . I I-^ -x eBRENIaBi4 k«'%4 $EA£I •' t > PAIENENr PRELIMINARY PLAT CASTLEGATE II SUBDIVISION 202.655 ACRES ROBERT STEVENSON LEAGUE, A-54 COLLEGE. STATION, BRAZOS COUNTY, TEXAS SAVE & EXCEPT SECTION 200 (27.075 ac.) SECrION100=1310AO ECIMCIN106=&&SAC SEpIlON205=9674AC SECF1ON 101=11.101 AC SECII(IN107-34MAC, SEC OK'206= 24449AC. SCpr10N IU2 =6}B2AC SCCr10N 201=10,597 AC. SECIRW207-MMOAC. SECII(IN 103=9 W1 Af.. SxCrION 202=11.959 AC. SEC] IONI04a 9424 AC_ SECTION 203=10451 AC. S.IIIN105=83q A[. SECTION 2W=20295 AC .."I,I LOT' I "Iµl, 17 ILLO➢ I TNBV 16 Blo(K 4.IA1S I IBSCI BLO(F. )I,l}IIS I TI{RVI6 BL(%:A;I.OISIT IRV 2 FI; LOTS ITIIRV II VLOCA T;IO�1 rI1RLM OCA)+LOi) I TNRV I4 It1C"l1,ti RI"l "t6 'OCR I],IaT13 TI u 9 1.(ICK 21,IUlSITtlµli" KII,IARITNRU I6 BLf1L "oil I T11RL E1 O.00K O.LO'ISITIIflV II CK2I,LOTSITIIBI:M BLACKN LOTS TNRU ]d IILOCKi,LOlS lTltµl114 LOCH Ii,LOTn' TI{pV9 p1.00h 25, LOT61 T11RV2 HLC(:K 11,IA1211IIflU 11 AN:A 4, j. ITH.r EE TIRU 11 IILOCK M, IA'IS I'1 BIU 9 OLOCKM,IAYIS I"BEI'lE BLOCI: ),IA'RI"I0.UO TI{RVI6 HLOCAEI, IFYISII'IIRV Ifi BL(%K)], LOlSIT11BLI ES B LOCIF I1.LOlS 1 BLOIKLLOIS...{p. 16 BlICK 11, IpIS I"I. 16 C. LOTS I1lIR'EN BLOCK)&LO4I TIIRV 2l BIUCK 9,".I ll{µII EE OIUCK" LOTS I"I,u I6 RI' OCK 391 CM I llIRUl6 Bl.f%A, ILOISIIHRU` BL(1CKM,11CNITHRI110 B'KIRLOR I TBNV I6 OWNER/DEVELOPER SURVEYOR: ENGINEER: SCALE: V=80' 3DDe..S,pr ^LLLC Read Kcn, RIlB Nn. 450E PNILLIPS lT,fi1^ ENGINEERING SLA rsn1FLHRL.lB1,A1¢ ,.H<g q)rm�limnu BP1rv)irs nml cnikpzela:.e use caHgasuunnasllds InN amalal iva:Hmslw>,wl SHEETS OP6 AT 39.39' A IRON ROD FOUND I N 2955'32* E - j. 20' fl£CIMCAI. f FA591fM J ! \ /fr f INSET C 'ENCROACHMENT INTO BRl EASEMENT 20' ELECTRICAL PROPOSED ROW USE CONNECTING +10' TELEPHONE EASEMENT_ ��ERR FOREST!/ EASEMENT " FENCE LINE CAST PROPERTY CO j)/ - - ___ __ RNERS MIN -- ___________ 12 ]0 SEMIN - - - - - - - - - - - - - - -EMENr - _ __•_______ 6E _ a��_ • _2 L _•= J T- -T �E INSETC 1/f t!r x7lvr/ /,/s rn J. ,nix/fr r.rS4155 -L 90.8 �. �. j .. .... - ......._.. -_.... PROPERTY UNE P DEFINED INSET A - GREENS PRAIRIE R.O.W. DEDICATION .�ti FROM BY KERR UBME NC 1 20' ELECTRIGAL 10' TELEPHONE ��- �P PELINENE INOLE EASE ENT tt EASEMENT EMCNT EASEMENT fl eAA11R ]I __ __ __ ___ /// 169T/1 Tp )11/12 505/YYB .� _ ___ __ --- _ _ ___ __ _ _ ___ ___ ________ __ _ _ _ SEE INSET D =-y- • -T �T--•-• - d INCH IRON R00 t.lJ~,./' L 1 '� } •FOUND AT 14.04' A a.v rf r 1 - r,.f ! x.??, r r I l or t::� f !>Ir "t ! Y, i .'If' /, !f'/ <r, I,tl/f rI`lt 1 I„ !r li/,/ L r: /•,. ! J 1.% l;' /i;,yt %r .. 1��.! 'r -V -1,::�l;f }!,/•I,;;f'. lr l:,lillnN'Y, rIl FF /!/Il'Yf ,-ff: ,l rl, l.I,./§,,./!,t7l�hl ?->,<. r, /,., ,I. rJ [/. J.,Ir_cf ll� './II r.L;r/,lrt!r-r✓:.7 f L1 r,r, , s. / > r..r, , r. rl 7,! i 1 ,. I I _t / . 1,,. t r / f I ! / r r ��r a .. //r../ / ! I l /,._f?- r LI :, r ..11.!r"'�•r" , ,,. .'.1j'y. I. , •- l , rr%L L {-:r' f L I !; ,> � f !,I J ,. y: G.. ,.,r -I IJ f !'.l !r I,. T•.. t.7 /:l J,l ,..lX if71, 1I,.1 rlF /rh f,,, ,.I _! ,/ p, r.. ].0' _..__...... I,y ! Ifl , /, 1 !! !'fL f Il:;!r •d! .!/ : /lll;gr 1 / r. L;l,�l,.. r , L:,;' 1 r ,/Y_. 1 Jr/, Ip „,, r. z : , dll , rt !. L r f,l 1 I l >, ,. /1 . I d. ,.:! ,. f,r r. !t>„l , rf,..r. / I, L.., f,l l.f �. . /; 1, ,/ < / .!/ I ,. /,. J. ,. /, .:1 r ✓I •I r/"F, ;1,.. I ! .r>, / I. 1 I rl r. (I 1, l•," �1 r! J f. .. ,. J,f ,.:I/! - flr.,r!L.I rlr!- la:. __ ! / d I ! ! l PfEL OSE dW GEDICA{10 f r (! 1 f ! r E%ISTNC ROW tl r_Ir'✓r��i ! I FSf�I rbi� _jli f!! °t/r lr Iyf/.1 r l!I t!P(I rI/If =r: 2 / /rr ., !4/ Jr�r r�r /' l-f=-m r,-r rr✓. d s z'` $�r xr r r. /.0 d h fF r � v e �..........._ __ _.._.._.. ...... ......._._ _.,� _.__. .. ._.,. .....: r.. ... \� '�.� SCP1E IN FEET VISE r' PROPERTY UNE AS DEFINED // � -'".� > FliOM I(ERR SU BRVEWNOS 1• �� ( // �,, �...- ' �M E� .84' INSET B - GREENS PRAIRIE R.O.W. DEDICATION -+/II �-- //j/ /..;, ,l % ��, �- aD• ncmxreL l Fwso]u1r CURVE TABLE TM lµ cl pex -4e, WpY let OLx m1DY . IT eV »Y R«' »£ G ».l, a0Y wf x w . ]fae' wr IS, at IS ».1r f6w M w w . 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SSGL(TTION $ECIDN2111SGll<N 217=128JIIAC 10=4W5 3=%W/AC 517CIIUN 202=11.959 AC. SECIIONIII4=952d AC SECT ION 210 IIIA5I AC SECIIDN 105=S.550 AC. 56CIION 204 = 20395 A(. IIIXKI, lfY1S1T11HU ll II I1lCK II, L(IISi THNV l6 i1RU9 HIF)CM1II, LIII]' IT]IRU14 I.IXA;LOtSITHRI'12 R12LUTSITIRUII CK 2; LUR ITIIBL'A K]y LOlS 1T11HU 16 RLLICK11Ul$I TIIRU Ie JIAI I'f11RU 19 ISA""ITYIS I'111HI9) IOCKII.IlYR I'IHRU ifi RIACKi,LUISITHRL'RI RI.(KK 111.1 ITHRII I) RLOCK N,IFIIS I'IHNI SI ULl]CF JI. I.U'ISITI{RV22 b10p:5.L0'ISITI1flL116 Iw.00K R , TISIUIT'I THRV9 bLOCw-11)SITIIHI U'9 bL(YCKK)qS, 1UUYlISSIITT1H1PRUV29d4I LCKATSIHRL11 1.11AAI� TI� .IIL(KAI.LUIeI T{ftV 14 RI UL'K I&I.UIS IllAU 14 m(1[K2P.1 [YISI TIIRI EII II I.00KIRLO]SITIISI1- IIIISS9, IMSITI ISU 12 RLIHK111111'1l1H11 i4 lllcX ),IS)TSITHPLi I4 111=M1. U ITIIRV' IILI%:I: M.LTSITHKV IP RLUC.AM,LURIT11RUIl ONNER/DEVELOPER SURVEYOR: ENGINEER: SCALE: V=80' 3 D Deedapmam, LIF. Marl K,q RP1S M, 450E PHILLIPS H..Dom ENGINEERING au lslul clmee,vl L➢CRV.AAI 2112 nl¢R<]91nro]lHl 1 (9)Y) 9]19ii aalMapueflGM cNro.esi.Rwl.,.. new Ivelamaln I-ONI.1.l SLEET 6 OF