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HomeMy WebLinkAboutDrawingm T : iII = v) Page 164. of Official Records of Brazos C ounty Texas (O.R.B.C.) were used 6 / 3 /.� ` \ "' o © Congressional • \ V Q U n m O ;; a th �( s e' BASIS OF BEARINGS shown on this plat, 6 / / N c " 9. Existing . 7 ground contours are based on City of College Station Aerial Mapping Program 1994 \ I t I I 2 \ � n a_ ° \ ; 10. / 21 I 22 29 , 28 �Q 254 ^ \ ��\ 5 �/ d m $ w Abbreviations: B.F.E. - Base Flood Elevation N= \ \ i o / i,, \ Y I: j[ i 347744.40 \ -// p el I . �+ ,t P.U.E. _. Public Utility Easement , \ 1 --1 <-e -' E= 289966.68 y = r y - - e ss. -C _ __ 2 ¢ \ P.D.E. - Public Drainage Easement \ 21 \ \ ° ° P.A.F. Public Access Easement •• -•'��- __ \ 137' - , \ - _ 252 H.O.A. - Homeowner's Association 10 w a s a _._.. - - .. -... �. v 0' o c Ls.E. Landscape Easement •. � � v � . . :..,.. - _ _ - � - , _ � :- � \� + � \ � � a - --�'�' °o,.. VICINYTYMAP . a Easements v /_ ' �( 5' J�" : 'C C t el , tar P 22 / �� tP 1�. p� on cV y �' ./'' i ,:i - l � \ ` ,, \z. 11 Common Areas and Landscape . -.. �� / J \ ..-^ 8 5n m O o`k on w shall ned E maintained by Hom be o eowners ' `s - -{� (- 2 Association. `..\ ,` i,.. �, ` '.` i �` I 50 .. `\ \ \\ Pebble Creek, Phase 8C 83 86 P . D . E . ' ;Row / ( ° 40' . 165.9' + 7 Q v \ (PLATTED) Z5 84 Na 346511.16 / i (I "y" 4 5 ti i 28 13 ` \ \ '. \1 �' `Z� / o K / x• i \ 1 Zoned R -1 _BLOC 250 89 / E= 28877a.so \ ( I 6 tB B E N VO/. 4113; Pg. 164 I f 1 t` r r / \\ 2 3 I I/ I N= 346993.82 I ( I i r \ \ \ i 1 !/ �/ \ FH a r 1 { ` �., 0 Ex. 20' P.U.E. 7$'55- E - 446 58 ( I i E= 289400.96 I I as° ` \ \ /' \ E; 1 - - N\ cs` 10 $ _ _ O _ N 45 f _a -� s+ e7 _ 3'50 / \ l - - ' v ¢ 11 Co 1 �\ I N 49 5 E �� ; _ 24 I / / N J �� l "- 252 N 1 1 .� ---•- . ; ` � 220. oo -�- .� l ` .- , ,� 3 ' b 1 25� • �!.. _ �. �,6 / -15 1 -/ _ 254 o I I I 1� Ex. 20' P.U.E. :! 8 r , / t � - 137 `N # 56 "' I I - 2 J a N � J O \ i. o & "1 O' 6 N ,`, i :, V \ - C�` so 0' P.0 E Vi .-' t j 9® �; -. � .. \ � '4 -� ` •• 0 , � :, � .c t��! f, ''• Ex. 54" RCP 15' P J ROW' ® 9 rn / o �: / S ¢ DU on `4oV Ex. 36- RCA - I Z5 � I E Ex. 36" B I r 15 ` N 1, -• 1 r SD ui 13 • a / / RCP ti G` 5' P.U.E. : _ 1 i : .m B d O G \ \ 134 --- .� FH a e 24_._ a il J \ 0 _ `,:_ - ' - _ - -- - % i 1 W `. FH m> \\ \ 5 PI O ` Q J._ / - -- - - _ - } 10 { - S t I( 3 ty / C' \\ e ��1 GQ t \ G? i 28 - 26 I - _ _ sr� : _ o• - - -i Q • z 1 @ 92 1 % S / 2 \'�� ® bey ��� / X ��!. o Q ' Q J �/ 6'�° / - 27 � " s W/� _ - s w/� s �t o w /l ._ . - Q' 6 .., \ \ rC g w� t`. 'y 90 . (� p 3- m w /� \ '0• y h - _ 6 S/L -- SS�O to Creek) \ \ s \ , g \. c o j � ; _ , p ... ,�O ' - � °. ,p 5 , . fit• � - I :n o �e Pob \s \ / L : ,4f a NIA I 126' t _ _ % � \ s C Onq ewalk \o /t \°� �� \'�` ��� ms 's \ �\ \ 6 P s o' 2 / / *� / !vi ,� •� \ \ / oC^ � 20' 4� C� 147' % \ - - - �' 1 2 /i j ° 0 ., ~ 736 �j I i N �' C \ \ --o \ \ \' ti° \ 3 `ss \ 's / a L 13 -� . �Q , 0 \/ �� ; /� o �°' • _ % '� T1N, , 0 1 J N I J � 16 ff ' •� t FH / / "� J Z� J 4 / ` 1 I I o JO o � 0) ( nl C 94 z � 12 \ 6 / 9 c n 1 _ 30 __ 1 'C'y I 4 742' I I 9 5 4 29 o �! i ^ C .x 31 `VQ i• Q . 3 G � /, 3O 31 5 O� 1 1 I � , 7 Li 96 0 130' 1 U' I I 50 150' 1 �trj \ \ ® z4o.1 S• \ \ °w� - "p� g \ \ ��' \ \' 0�� Ex. 10' P.U.E. 1 - tas' 7 ROW - - - - - \ \ ® ti A� s JO \ 44 \ tb �` .� \�` ° -- - - - zs' w^I M , 242 ® \ \ o° F 5 2 \ \ {�� 2 S % ' . \ �� \ \ I I 8 -B I ? I °J 9 G �o ° .. 97 c 1 I I II 18 Ny O i l 1 ml 3 h 0 239.5 .,. , \ 9 `r\ J ,La _ j - ?� a� � l � __ o I I I I I N V. \ ® \ y \ ° 37 / I v - - N r� \ \� \ \ +� L - --- C� - - - -- 98 / / x \ `' i \ �\ I i V \ 256 146 I .0 ° C. $ I I1 I� (- - 15' P.U.E. C I Rb 36 Vi l�, r e�� �5 33 .. 10 Q 3 : 19 rn I C-91 34 ' �, I 4 I 7 ° `� I 1 I t,2� ;�� / '2S.f 1� o��, �j�' • k N= 347190.73 n \ _. 238.1 '®• \ m < \ 2 �' _ 290652.34 I � _ , C \\ \/ : ., •�e: -` ti : a p �' V S eX. � E- I 1 ti0 � ^ N 8 82F9'1 a 2 0 P.U.E. ___ O s :. 0' m ` 8 4 ,__ __- /_21 \ , c� \ 100 0 ° 7 /! '.:° f , = / / ;' " -' ,.'� �-.. �' L20 - I � I I I I 20 � - \ � \ \ °� �\ / a o / <u 1 N 1 11 1 176;2 •-sn i 1 I o H.O.A., Ls.E. /` W ' { 6 r P.U.E. FH f f- � �- 242 . \ s ti , 23 0 / '2s FH �. \ 17 J 1 wJ <o, S• 7 O \\ N N _ - \ 01 e \ 38. .'16 15 iv 1•J -- 12 - � ° I +,, ,,c� 2 2 tat' L 1 , - 9' ® 92' 102 Q.a FM 1 / / o / \ -/� 9 _ 97' $ - -r- i 40 \9S• _ " ® .✓ 7' / --.' ,-97_ - r ' t7 111 / _ -_ 7 / 40 rn a]s m 142 S 11 \ J s. o O.A., Ls.E. - ai T_ 126' I St. Andrews' Drive " P.U.E. ® / _- 4i '7 B Jr' P -. (w /6' sidewalks both sides) J - 30 v ROW a Y �, J/ 38. £• 1 7 1 s 6 5 �-° I NI Floodpialn Limits Per FEMA \ \: .^ � m ° rJ ,3 \ :/ Q . �/- 1,9 1 I t 8 � - -s�� - - - - � tz9 � I 55 �I( zs' 1 87 [/ ( 9 Y shows the lots to be / x� // : :e /'' $� 178 I ( Vi c I o �t� I� I til g_8 \ :\ On the round survey \ / _ L66 118' I �° Y elevated above the tloodplain. Owner to \ e/ J N / 20 / \� 1 o 1 r 150 ^ 0 1 h \ submit a SOMA to adjust the flood plain limits) / 0, / ¢ ( ( 0. 1 \ \ o f / 2 I �( / " r" ti 3 n 1 30' l 1 Q 50' 11 r I ` � o I I aJ 1 o _ I V g ' I m 13'3 l 50, ( 1 - 32 133 Row I cry 128' I: / 1 a Im do OW 28' Q� Ir p 0 �.• / - - -7 \ ! 7 { Io o N v o c / ` ! w 18 126 1 6 °' 133' 130 1 - /o { I . s // � � �( 2 6 1 0 8- _ 26' I t n 7 l -\ _ Q 1 e -e 53 \- \ - _ _ 15 i 236 ; _. S � ` 12 / / � t ( -- I I ' `®� \�A /! / J / / I 1 ° a I ¢1 I � ROW �� �; .�5� i /� \ �! 14 /v �- 30 O �r �, 44 °� I 131' WI g i I � l /. / �c, .�.3 (- Oo -1 � I � FH ® / P V 17 0 , 10 - _ u 1 a �Qm' ( 128' I _FH Vk Ift ® � 20' P.U.E. . _ / Q ° $,S Nm 346033.58 / / \ \ \ / ! '`� 1 1� ° oo FH I I' I I O o l0 6 5 11�` \ ';\ � c� \ E- 289900.94 6 / ��, \ / ( (L ! 134' lit- 739' Pebble Creek Development Compony ®® 5 I 57 �IN "Q g ( ,-FH (NOT PLATTED) ® �- Q ®. 234.5 /. 13 4: 22 i 7 d 1 J. 52 I� .� 150' - Zoned A -O \ ' o . ®_.. -- �.`° ® . `�� �. ° . l 1 / l J 29 I t 11 ` J � I r I 1 ) o - - - - - - -� Residue of Called 505. 19 Acre Tract One • ti� / / 43 / / y 34 Q� I/o/ume 1671, Pg. 276 � ® _ �, . \ A l �! f 3 1: ¢ 1 45 I \ �• N ® ?� 20 / 11 n 14S• y 3 l �I i 134 / Q ® i�. s - _. �/ N ' \ \ • \ \ �/ / m / / f - 1, ( I'( n p 124' I l� 242 . .� I r , ! % ;; , • ;. ® 23 6 ` � .� s � / 1 ;" o `• / / / . 3 r\1 1 38' ( (1 N I � M 4 14 I 16 l / l/ l / { 1 L ( 58 113 Acre \ ® . _ H.O.A. Common Vireo .. ®� �. � - do Aft .7®c -ee -� / 135' _.-- O. w/ Rub /ic Bike Path to be located e .?j \ 4 / ^/ a ' ' 51 ^` - \ in a. Public Access Easement , �r� % ; ?�• ` �33.o j. //r" 28 a / ° \ \ yp - 14s / / 5 • IT IN a� ° y �� h 1 �y� 39 I- 46 I 141' LINE BEARING I TAN \ t` l l 4 r-- o s CE \ ® • - ° 6 ar� �; l l l l l 140 236 12' L1 S 0758'02" W 61.70' ` \ \ ® e S'i o ¢ ' / J { r, X " 2 311- �I° i + �2 ../ / © / 2 \° / 3 nl I 236 � \ \ �� e °^� � 2�� � y /�' / �� l 2T / l J -- S t I 59 �N 1 I { I L2 S 82'01'58 E 60.00' \ \ L3 N 88'53'26" E 101.27' �o� j ��� 1, / ro 36 236 / 0' P.U- 152 ® m / L4 S 82 "01'58" E 10.00' \ \ '� ~ ( 2 150' fi 1 Shaded Area /ndi�ates ' 7 2 4 ' / �/ o _ - ry�o \ 15 / � L6 N 23'35'09 r ♦ Q>� ( 50 I I � L5 S 82 °01'58" E 90.00' Le�'end Future Area E " E 135.89' � •, • . Greenbelt : -_ \ ° , / . � 130 J, N � 2�k I 128 01 11 , Bikewa e� ®- ® ®® Master Plan \ oft Approx.; Flood Hazard Area per \ J Bikeway ® / 232.a J / l / _-- I 47 L N 82'20'16" E 61.74' • Bikeway �y • • • • • • • • • • Plan \ \ ° FEW F/RM No. 48041CO205 D / b ' _ _ y Master ® .. -'" f 1 � 22' ° ° I- Storm Dram S stem \ \ ® vised Feb. 9, .2000. /_. - ♦ 3. " :. ti T�6 s� 3�. / . / 0 62 L8 S 06'32'26" E 5940' s s / � _ . sD s/� _ Sewer Line w size ® ° (As` potted from FEMA digito! dote. as4 / . / Re L9 S 45'57 23" E 119.19' - \ \ ®, < o� l G? / 25 - w / 1 6 - I. ' - w/� - Water Line w/ size ®• No field verification of elevations j 0 "�"° 7 8 """� ' " . ' / 6� OWN= 4111111111111, / _ J S 234 L10 S 73'5009 E 6039 \ :_\ �� �\ (1 _- 1 \ / Phase Boundary \ \ ° has been performed.) ? L11 N 06'52'34" E 137.04 ® e e e 1 \/ �' so -�`so �- -, / . /_ 2 2 / 1� oI 60 Property Line I L12 S 33'04'14" E 137.00' \ \ • ♦ ♦ • e 2 _� - /?r l l / 48 4Q I I X21 " zs8 _ Existing Contour Line (2' Interval) ® ®,� �, - ®� ':♦ ♦ - R J 37 38 J ' L L13 N 48'21 07 E 55.78 \ \ • _--- .._. _ so ri 0 Sewer Manhole e _ ,$' \ 26- z3o ® °/ a� - - L14 N 22'37'12" E 110.31' Fire Hydrant \� \ �_ - �� o ♦ • . \ JJ i I 2 3'06'43" W 55.78' ® Storm Drain Inlet \ r. - • ° ♦ • . ♦ .3„�0 \ / r o I" / p z "l 61 L16 N 14'28'42" W 149.07' ❑ Junction Box \ \ ® •® -- 7\ j 20 P.U.E. / AM L15 N 0 ( cal I I I �/Q I I 1 z= L17 S 10'40'53" E 107.34' \ B away �O M +ter ® e e e , . • • 30 3 ° - - - - - - / L - - _ - - - J 0 1 I B Bike • ° \ \ F City wa Y - - - °�` -.., ° 1 ° ♦ p -J L_ - -� L`� - I ( L18 S 22'00 13 E 104.93 utur per �.. _ ._ ----- , • °�.�' _ �_ - _ - - - - - - - - - In L 19 N 22'00' 13" W 22.69' \ \ ° • 8 C / • ° - _- - e•• °•• ® !� e• e e C Coe e o• o s e e e♦♦ e o e e♦ e• e♦ o• o e o e .`�• /♦ 7 d ® ®p N I - / N � . e ♦ e 48'42'07" 6V - ,3 70' ... L20 N 50' 13'04" E 88.43' \ \ -: -'" __ ♦ ♦ ♦ ° ® Future Bikeway Location -/ ®r w - a� ® ®� ® - - w do � ® - �, ®t e� o� ®� - ®° . . . . . . . . . e . o . o . o e �'S - - - - . 121 N 44'18'48" E 178.27 • ® 1 �, �•�- ® - ®� - ®® -�e�® .� ® ® - ® ® ® ®- - - -� f CU�i ABLE \ \ r - . • (per Bikeways Master Plan) ® ® a I L22 N 40'45'40" W 87.45 - o e a ® ® ear t ` {CI• to N= 347189.53 1 CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD \�" • ® ♦.e �' o bits �y, \ \ 226 -_ -E= 291515.37 t23 N 88'18'36" W 165.51' " , „ \e• a s• a ®, • ... ® !tr► e N TT L24 N 10'4$'01 " W 13000' (N ` I . ® O Heal A 0 s Il I ({ I C1 39'56 49 50.00 34.86 18.17 N 76'54 10 E 34.16 �•-- - ♦ A � I C2 33'54'25" 275.00' 162.74' 83.83' S 26'38'52" E 160.38' ,' ° • ° L25 N 79'11'59" E 5.61 ' , " , 12 82.09 2 C3 L26 N 0735'54" E 40.90' 4'20 00 625.00 47.27 23.65 N 19'50'12" W 47.26" _.. � 5463 pg• (Voi , I P sl 10650006 -0 � v V b 1 r r