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HomeMy WebLinkAboutDrawingI � � ti \ \, IN I � / SUMMIT CROSSING -PHASE 2A BOUNDARY LINE DATA LINE BEARING DISTANCE L1 S 47'03'20" E 22.19' L2 N 37'44'40" E 50.00' L3 S 52'15'19" E 59.72' L4 N 52'15'19" W 38.45' L5 S 37'44'41" W 50.00' L6 S 42.56'40" W 50.00' L7 I S 47°03'20" E 76.81' CURVE C1 C2 C3 RADIUS 25.00' 25.00' 25.00' SUMMIT CROSSING -PHASE 2A BOUNDARY CURVE DATA ARC LENGTH DELTA ANGLE CHORD BEARING 39.27' 90'00'00" N 87'56'43" E 41.54' 95'12'00" N 4'39'19" W 41.54' 95'12'00" S 439'19" E CHORD LENGTH 35.36' 36.92' 36.92' C4 25.00' 39.27' 90'00'00" S 87.56'40" W 35.36' INTERNAL CURVE DATA II CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 25.00' 39.27' 90100'00" N 2'03'20" W 35.36' C2 25.00' 37.00' 84°48'00" N 85'20'41" E 33.72' C3 25.00' 39.27' 90100'00" S 8756'40" W 35.36' C4 25.00' 39.27' 90100'00" N 2'03'20" W 35.36' C5 25.00' 37.00' 84'48'00" N 85'20'40" E 33.72' C6 25.00' 41.54' 95'12'00" S 4'39'19" E 36.92' q q EAS ENT (439 301) t I ; 1 i } 4 Qt 4 i q 0 40 so 60' EXXON -MOBIL PIPELINE EASEMENT (127/411, SCALE: 1" = 40' 9� 10 1 1 w } } I ! SYMBOL & LINE LEGEND BUILDING SETBACK LINE J _ ---- ` PROPERTY LINE N 42'56'40" E - 115.00' f' ------ EASEMENT LINE a t I i P.U.E. PUBLIC UTILITY EASEMENT T111 P.A.E. PUBLIC ACCESS ESMT. P.D.E. PUBLIC DRAINAGE ESMT. TEMPORARY 0.197 AC. 'FUTUR PR.D.E. PRV. DRAINAGE ESMT. p I o PRIVATE DETENTION o _ PR POSED FIRE LL N o LO FACILITY (SEE NOTE #12) N M H RANT I I i I I SUMMIT CROSSING i I ( 1 I } } PR.A.E. PRV. ACCESS ESMT. � N z y I I 1 - - - I' 4 I_ _ __ B.S.L. BUILDING SETBACK LINE _ o M � � DE,tVELOPM NT � ! b:11: = I I I � z N I / �' } `} I ` I I Z} � LOT NUMBER ROPOSED 8" PROPOSED 6" z t t z. I { N 1 BLOCK NUMBER ' SANITARY SEWER � 1 N {� a N 42'56'40 E - 165.00", TER LINE ' t t COMMON A REA 0' q115.00' to 0 } EASEMENT 3-jCoCS GPS MARKER No. 1 I: I I i I i 2 i I `\`�`< CO 26 BEARS. I . I I I I I _ _ S 5300'29" W- L W I ti-x�,, ti COMMON AREA 3024.17 1 N 42'5,6''40" E PROPOSED s" 1 4 i I - I I ADJOINER INFORMATION PSELIMI I - - -- � PROPOSED 8' + ..,..�' I 30 0 115.00' 10' 7 SANIT RY SEWER WA],ER-UNE----- I I P.U.E. N 256'40 E - 64.47' G yo ' I ; ! ADJOINER #1 1. (0/D.R.B. .T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS. o- W } NOW OR FORMERLY I ALLEY a 4 2. THIS CT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FiRM THE VILLAS AT SUMMIT CROSSING COMMUNITY P NEL NO. 48041C 0220E, MAY 16, 2012. 20' P.U.E. ') i (= ° 27sa' t 1 1 I COMMON AREA "F" I N 42°56'40" E_ o� �'° �'p (CONCRETE w/VALLEY) rn / . » 1 - - 10' P.u.., N 37 44 41 E I 1 115.00' ' ,,: u'° N 42'56 40" E - 371.20' °cS (24' R.O.W.) ,/ ! I ` (VOL. 9490, PG. 296) 3. BASIS 0 EARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS SS.: j y' t # OBSERVATION. B PROPOSED 8 I _ - 0'6 ss . r ADJOINER 2 1: I I O - -- = = - - s _- 6 - -- -'- -- /- , m 4 4. ALL PRO ERTY CORNERS ARE MONUMENTED BY 1 2 IRON RODS UNLESS OTHERWISE NOTED. SANITARY SEWER ' r y t - - - - - - - -- - - _ - _._ - - - / f - _� :) �, - - -- � 'I .50� I � i FORMERLY " I , A 15.54' 1 O' �i `� �t { t JiMMY E EASTERLY 5. RIGHT -OF -' WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 1.480 ACRES IN TOTAL N 42'50"4u"_� 19.66' ' '+ I 10 j 115.00 - 32 4 } t P.U.E. I I i U.E. O ; i 1 1 LOT 20R, BLOCK 4 d ; I / I f \ I I \ ( I I I ( I t { - W } r 1 (VOL. 11180, PG. 150) 6. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR LF o.) o I o PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE ALLOWED. �� .I �� C i oI oI oI of oI oo) o) 10' F- r� I j 7. DIMENSIO S SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE ARC LENGTHS. J a Q I I„ i �_ _� ,� { cn P.U.E. 41 119.19' ! Q ; O - Er W O- to - N 4'56'40" E- - ' f. I w\ w w \ + 8 I 7 w 6 w 5 w i,, w w N rn N - N- i o 1 } - < _ - 11 10 O O w O O O + i 1 a ' i I 8. THE INSTALLATION OF STREET LIGHTS WILL jE REQUIRED AND INSTALLED IN ACCORDANCE WITH THE CoC g 1-- w O / 115.00' �' w _+ IFq S11 cQv 1f '� a o \ o o O - 3 - j iv ;� 31 UNIFIED DEVELOPMENT ORDINANCE LATEST EDtTION . � Z d F_ N U t I l) I ' 1- N :,I 1 2 O , O O ! M !+) i+7 ',.,N-� N N NO N ' 800 � / O o - z Q 1 ( / : o h 0 0 0 0 0 0 0 0 �j O 1 1 I �- - +~ 9. BUILDING (SETBACKS SHALL BE IN COMPLIANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE (UDO), LATEST D' poo f'� 27 ,- ,� I ':� _ -- _ -- > i ,nA� } 1 } , FUTURE EDITION, FOR THE CURRENT ZONING, PDD -PLANNED DEVELOPMENT DISTRICT (ORDINANCE #2668). 119.'y '� SUMMIT CROSSING p Z o D -i o ' / If z ',� �' i �' U' a'I �I cnI cnI cnI �I �: o -N 37'44'41" E - 1 w } O I I I o 10. NO PARKING IS ALLOWED WITHIN THE ALLEY RIGHT-OF-WAYS (PUBLIC OR PRIVATE). w w I- �- I I I I I o o� _ 4 !!! DEVELOPMENT �I o U Z / N 42'56'40" E i } I I I: t-- 30 U) W - '- - -- Q 19.66' I O U: q ( ' ; 11. COMMON REAS, DRAINAGE STRUCTURE AREAS AND ACCESS EASEMENTS ARE PRIVATE AND THEY WILL BE W p U N 115.00' + rri Z 1 ; _ MAINTAINED B THE HOMEOWNERS ASSOCIATION (HOA). SIDEWALKS LOCATED IN PRIVATE ACCESS EASEMENTS WILL > to:I 21.64' = cn tTt i- �• CJti i 1 ! } _ NOa41-9R-FflRK1ERL� ( ) U Ld / t7 I 26 I ` > O� 3�i.00 -30.00' - 39.00_ - 39.00' 30.00' 30.00'\ 39.00' 3 �' ii o �+ ""4 - v g.19' + v� N I THE SUMMIT CROSSING, LLC ALSO BE MAI TAINED BY THE HOA. CC I ) t- I =, -f : ; - - - - - - - 9.00' 30.00' 30.00 : i n 70 3744 41 E 11 a t w w o 1- - - - - - - / % :o N c� ..a W z7541 PG. 214 U w - - - (� i I -r1 i , (VOL.( ) 12. THE 0.19' AC DETENTION FACILITY IS A TEMPORARY IMPROVEMENT AND PRIVATE L -- G r''1 t3! -� (REMAINING 202 ACRES) FACILITY ANQ EASEMENT WILL BE DISSOLVED WHEN PHASE 2B DEVELOPS AND PERMANENT DETENTION ESTABLISHED 1 I N 42°56'40" E Z S 42'56'40" W - 377.30' _� i C7 29 0' � 353DRAINAGE EASEMENT. THIS jE - - _ W U) o + } 1 I R 98FOR AREAS DRAINING TO THIS TEMPORARY DETENTION FACILITY THE TEMPORARY DETENTION FACILITY IS Z I I 115.00' O w v i :T7 1 �' O , i 1 1 1 PRIVATELY OWNED AND MAINTAINED BY THE HOA. 0° W } PROPOSED 6" i ESTES PARK --- l l 1 r t I 1 } } - __ ;- - 25 ( � i (ts� } '' 1 -------- 13. TOPOGRAPHICAL & UTILITY INFORMATION WAS OBTAINED FROM AN ON -THE -GROUND SURVEY PERFORMED BY O WATER LINE ` (2T WIDE CONCRETE STREET W/6" RAISED CURB) I I f!� r-�_ f ' T , KERR SURVEYING, UNDER THE DIRECTION OF BRAD KERR, R.P.L.S. 4502. i-� o i (50R.O.W. Z - , _ _ -s_ - - - __, _ -_ -__ _ _ _ E w N 42 56 40 E f -r U - _ - - -- -- -- - -- -- i i N 3 44 41 1f I m _ - 6 z 7 1 W 3: 1 "- - sw sw6.1wW,- 115.00 s w o., - l 1 1 - - - - �E aav 40'� s w VFW „ ,,. \ s w s w -s i in4 I s_ _: a _ - 6 W O N I 26.00 =- =- -�, --- -- = o q 4 ` ` ` v 1 PROPOSED FIRE/ a 24 1 3 N 26.40 26.00 33.50 33.50 26.00 26.00' 33.50' 33.50' 26.00' 26.00' 26.00' 28.16' } i HYDRANT - / I m �- 16.24'. j 1 I 1 ,, N 42'56'40' E/ I 10' �i I I ( i i o° m N 44'41" E- 119.19' � - 115.00' �, - - P.U.E. / I I i I i i I I I I ��� ii .U. E. l 3T 11 C:)1 } W } C 11 1 �.- 27 1 ( 4 4 t of of g of oI o 0 0 0 0l '' I �' vi ui �c�i i �_ I Ld I �ri I ori I ,� I �' N o 10'�P.U.E. + o I w 27 w 26 w w w + + + i - } N '� f .---- 119.19 i ! W �I _ 25 24 23 ' 3 22 `'� 21 ' ' w w w w ` I ;� O _ O O 20 19 18 17 16 cn :� N 37'4441" E - ' C N W l = (8434/181) N 42°.5'6'40" E I' 0 28 cv b 0 b b b o o _ _ _ I s 4 1 1 - - IO N N N N N NO N O O 15 i,, . I O j 1 1115.00' `r o o, �� 1 �6 o 3Q1 4 } Z I o 0 o I 1 f'' `v l 1 p ; I j 22 0 v, l I I I I I ('�I_.-, - i i 1 1 _ U) U) u I I I ► W`" PROPOSED 8 I M I I I 1 I i I i I I I I I -- N 37f+4 41" F- 119.19' I T t SANITARY SEW'ER_ - N 42°56'40" E- '! L6 �� : ,� } 1 115.00' " �� 16.24' L5 1 I - s ,. �: _ :7. , ,, , 21 26. - 00, 26.00 :.26- ------- o'r-- 00, : :33.50.:- i I I , - 33.50.; W 0 I,26.00. 26.00.: , 33 50 -�i v, 1 , 33.E 26:00 -26 00' 26 0�0 34 08 II N 42.56'4,0" E-_ i 42'5 0 G_4��W --- 392.3f 10' P�U.E. , » i I 115.00' ALLEY S 37'41 w 30' P.U.E. ! \ \ I _ - __ (24' R.O.W 119.19 ii l (8434/181) j } ©5 20 \ I 1 6"SS „SS s i I --= ----T - ---- _ 1 19 \ 4 I Q ADJ.co 2 i I & Pr.A.E. I \; w PARKLAND N 42 40 `E ` i I I I I I I I I -! I i I \i _ (949d/296) 115.0 ' I 1 y I q 8.81 ACRES 1 ,i 1 I SUMMIT] C�OSSINCp� I I , f 3 I - I 0 I 4 `' �; 1 (VOL. 9490, PG. 296) PR _ I ADJ. 10' P.U. i P AS 1 r i �� 10' P.U.E. �\ - - - - - - - - (9490/2 6)`� ( \I _VOL. 94 0, PG. 296 - -- - \ !, ` y { y I (8434/181) I -` } i w 1 - - ---` 4 �, i 4 0 St LIM-IN-ARY PL OF v1MIT CROSS -IN -GM PHASE1 LOTS 15-28, BLOCK THREE LOTS 25-32, BLOCK FOUR LOTS 20-31, BLOCK FIVE LOTS 1-12, BLOCK SiX 1.480 AC R.O.W. DEDICATION 46 LOTS - TOTAL: 5.6.07 ACRES II J.W. SCOTT SURVEY, A-49 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: AUGUST 2013 31 LANDOWNER INFORMATION MONTE VERDE DEVELOPMENT, INC. c/o JIM EASTERLY 809 UNIVERSITY DR. E. STE. 101B COLLEGE STATION, TX 77840 ' OFF: (979) 218-6775 EMAIL: JIMEASTERLY©GMAIL.COM i �r FILENAME: 0495PP1 A SCALE: 1"=40' 3800 S.H. N0. 6 SOUTH, STE. 108G <77$45 POST OFFICE BOX 9253 SUBMITTED DATE: 9/30/13 REVISIONS: 10/21/13 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengmeer.com DRAWN BY: R.A.M. CHECKED BY: BRAD KERR I FIELD BOOK: N/A PAGES: N/A OFFICE - (979) 764-0704 RME CONSULTING ENGINEERS 1 FAX - (979) 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-4695 247 - 0495 13 " II 10-211-13 a �`:Iw JYI IJ IV I I.J IO Vu�[nlli[ vI V.Nt��y „t vcwcvas Y• t Z l LIM