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HomeMy WebLinkAboutPEBBLE CREEK PH6 PP (1996)�� \ PEBBLE CREEK 5 1�V ` f �! TYPICA 39' PAVEMENT SECTION ON ST ANDREWS Wf PIPE ASSIGNMENTS PHASE 38 ) I , cK - �� �� �j r / \ % i i i \� sp \ 72 �� VOLUME 1993, PAGE 237 . 8� 0 \ '9IV 77 SH AL CREEK DRI \ X »RCP E� Ex .� . 10 9 \ `W N 74°32 23 E. FIELD NOTE A = 19`1853" 1 \ / 567.76 co ' 61 SCALE 1 = 100 ek a POINT OF BEGINNING R = 1345.00' $ \ P $BLE CREEK 4 - PROPOSED \ Fx. \ T = 228.88 8AS8 38 3 2 , EX 10' P.u.E 120 / O \ �,\_ '�ExISTT G �'� \ \ \ PROPOSED - B^ + 8 7 VOLUME 1998, PAGE 23 �' . Jf P.U.E. \� L = 453.41 6 A = 19°13'1 3" t-1 `� 121 \ 15 UTILITY EASEMENT / >D EXISTING CHD =S 76*35'12" B(� 5 ' C L 39.27' _� 451 -9N \J VOLUME 2422 PAGE 151 FINISHED GROWN 1' ABOVE T/C 0 ALTERNATE WATER AND SEWER U / 10' UTWTY EASEMENT ? e R = 835.C�0 » 5S Z7 ' 9 15' BUILDJN NE Q 9 dA �1�3 0 S 6 L=39.27 i 00'� ev 9s S 46'11 11 E / ASSIGNMENTS REQUIRED WHEN SEWER L=38.$T C1 / STORM DRAINS ARE LOCATED VOLUME 2541, PAGE 239 (� \ 451.27 10 , 9S•5 _ _ T = 141.39 �5✓ \\a / L=37.85 _ _ _ p�.1 a_ PROPOSED F \ \ 36E BLE CRE WITHIN THE R.O.W. S 86`14'39" E L = 280.05 / �+� S aoc, � �' 0 y zo P,u,E. � \ �p � 15' BUILDING \\ PROPOSED EXISTING ' CHD =N 84°08'53" 3g goc. - OQ' �ONti O 1 2 ' 120 PROPOSED ���' ' �'��' 4A�� ^ 10 P.U.E. 39• soc s1REEr , w� i g0 .- • �, o. / to P.U.E.. VOLUME 2422 PAGE 15f \i•�/ ZONE: R-1 �� ZONE: R- e.o.c, L=45.22 PEBBLE K 278.73 s \ PROPOSED y G � / ��- `PRIVATE R AG RE / x h 25 C, EX 06 ' `� PROPOSED ;1, 63' L=33.11' PHASE 3C 76/ PROPOSED v, 0 123 \ �� �o ---u ---UNRECORDED - �� 10' P.U.E. / EBBLE CREEKti / 7>9 `_ ' / pNE R-3 71 s 3 , 6 0 \ --'t ALT SEWER 0 PHASE 5D O w� �p /-•••=4- -•N L-13�•6 L=18.94' - Lr 2 16 ,�� �'' �\s�. 6 / TYPICAL 39' PAVEMENT SECTIONS FROM HARBOR TOWN COURT TO ST ANDREWS W/ PIPE ASSIGNMENTS / y A- 57.2g •--_L=73.AA 0 1 -3 \� o �� EXISTING i UTILITY EASEMEN U- VOLUME 254f, PAGE 239 O F / ofONti cn� / " / 4j• �/ ^ p 15' BUILDING LINE ) �''{ 17 O /LINE 93 � / / x / / N 44°02 05 E \� / / 9\� / 1 O 29 `' d �'\ % i L=52.7T S BUILDING LINE � kp \ 25 gV1 5 00', A S ST S , PROPOSED /11 VOLUME 2422, PAGE 1 \ \ 10' y�l Q 26 / r c� / o� 2 IS 16 { c''� (��' .tp'•1�.{ �h 20' 7PD."k! 9 AS REWD. 60' R.O.W. 6 449.86 0 o <„ �50.00' / PROPOSED P.U.E. <V `` 1 ' / 15 N t / '2 JJ D 50 �- D O C' 7 5'-0' 5'-0" 39' BOC TO BOC 9 �• M sue, E / ^ p SA , D.o•� 36,; / ^� 2'-0" 2'-D l m o, o��, 14 m rn m `"y \NG 0 0 �� tp$ ED' g3 -6 3 17'-s» -D^ / O = PROPOSED / 5,00, h % �� Z \Vu/ 75 L ry (PgOPO 64 �� Z2 / / �\ Q� \ H.M.A.C. BASE 10' P.U.E. 7 ti 00 / 0 • PROPOSED 4. P P N rn /- 2 / / 4 0 00 T 5 DUNE sr �o eti s RBEK \ 27 J 0' 5• \N 20' P.D.& U.E. \ //1. PROPOSED / m PROPOSED 25.88' % �51.47' 9 =39.2. gU\�.- �' 31.86 F o , / 14 Cs�' 0111 5 N 118 J / / \ HASB ¢C `pcP o s-SUB / 10' P.U.E. 5' P.U.E. O 6' + ID R' 0 C) 6" y 42.0T ti VOLUME 4 Ra�GE 201 GAS 1. L ' / R s » Lrt / PROPOSED SO' B.O.W. � �• �,.� PROPOSED Oj { ZONE: A-0 Or +36 L g$D ,C• ' � 117 �,, / _ / \ �o � � SEWER WATER NOTE: (PROPOSED 28' B..C. - B.O.C.) / cb o, 10' P.U.E. 55.13 / FINISHED CROWN 1' aeovE r/c rS0 .� 28 ��y PROPOSED 2 4D S (P OPOSgD 75 00 OSED \ y O �' 111 \ � . / 28 ,77.53, / v) PROPOSEDO / / o� M 10' P.U.E y Ui PROP ED I) - 0 PR_P__-- a O PROPOSED ( fg4.5 f �j0 A O PROPOSED (0 / 10' P.U.E. Q �c0� k 5 P.U.E - 90 / E 10' P.U.E. s O 10' P.U.E. 00 / ^ 110 r` cP t\i / II '° rn l I 20 G y r. O� .,90. ro. , EXISTING ! 10' P.U.E, M I=36.14 �� q rd / / > J I` , R6 / ( 1. / \N 10- O '"d i g5.42, I \ 'N / 9 �� �O , r / \ 3 170.56 11 , 'O �- '\ \\ 2 W 1� PROPOSED u n. f 10' UTILITY EASEMENT N / 3 in � 9� .,- S •� �- 8 � U, o '� y p0 PROPOSED � � TYPICAL 2$ PAVEMENT SECTION Wf PIPE ASSIGNMENTS 15 6 �' 1 Z ` 0 PROPOSED`O O 90' 2 P.D. U. 20' P.D.& U.E. / VOLUME 2541, PAGE 239 / ) \ `n Eip pAL / �� \\ 13 90' 45� w O Io' P.U.E. 100 00 112 / -; 'N e �� LL 15 < 11 0 afl o 3.5 7 �, S 39 3517 E' �6• 08' f O CO 0 03' O o �p PROPOSED \ 100• ZONE: A-0 o , �6 S \ D �2 / 150. \\ `'� UR'1'1 3 / r/ N o 6+ / .a- c,L 1 x* \.�\ 5' P.U.E. \ �, tri \N4\ L=31.87 �, \ 52 508.25\�\ 145. / LS i 6• /\' 0, O' \ 12 d d PROPOSED y o I \ 'C...-.....,--'ju' 27 '0 \ 00 `S �j 13 N 10 p0 ►p y 10' P.U.E. 3 T 114 PROPOSED 6' r 16.19 ` �' i O 00 1 O O G P5 0P USED , �- 7 O \Q\\ \ / / 20' P.U.E.\ �46 74 11.' a� m ��' '� \ cA l 00 5 \ � >x ,�, o0 10 o b \ / 29 II 4 \ \ ZO E: A-0 E\\ `s�''o ��, ?s• \ 90• 1 o a 115 Q G �\NE LP O 7 �\ y o 0 0 y t/1 O z U\\D\N ' O oION)P uSE / E STI > \ N, 01 90 `30 Oh �� \ �� ` \ G 4 \ \ 7 $5 �0 PROPO D�1O 5 / 1� / R _ \ \/ t 0' u-n EASEMENT ,g try t� u' , (' - Pc' %9 �, !D� \ -� '10 P QPOSE 1 ' "' " R� �i \ / \`'3 > 2 Oo'� 10 P. .E. © o i 0 00 36 / 109 VOLUME 2470,`PAGE 2 Zl O \ J \ s\ o G' O \� 5 �100• 5 P.U.E. e \,n _ J 30 \ \ �`9 c� !i,(, L�- 6 c,� 9 r , r 1:�- 0 K o.C.} , \ 31.8 7 43 / F ?� \ \� \.I v 5 26 Ls� d S \ O� \ 5912 8 a` 75 CgEE c• _ B• 0.25 - 3. p \ \9 Scattered Vegetation m o� �� l y ' q �� 20' UTILITY EASEMENT e \ SEWER ALT SEWER -� PROPOSED / A g 9\ A a O �J �� O �9 , 0 IUD D 9 0 / y � 9 0 � ��- O ALTERNATE WATER AND SEWER O 2 2g 0 0 O VOLUME 2324, PAGE 20 FINISHED CROWN FLUSH WITH T/C 5' P.U.E. S \ �'S• S o / L=39.27 OP tS \ ASSIGNMENTS REQUIRED WHEN \ O S 9\- e O\ �y'L 5 y 7 Oo G �\ s R 0 0 ' N g. 5 R > >k• G/ O, 0 op W j iP g 0 � L j 148 � ..- g5 4 s f + STORM DRAINS ARE LOCATED \ EXISTING ` \ PROPOSED \ R Dc \ PROPOSED LSI Q ' p / / W 107 00. i \N 16 66• WITHIN THE R.O.W. \ \, 25' DRAINAGE AND UTILITY O� \ 10' P.U.E. v'• \/ '�, !O/,L� \ `�'�?'d, s� 5' P.U.E. 6 O , / 00` 'W, 7c� Sl4 .- u�tp\NG LINE o \ EASEMENT ss.\ �/ 6 \ \ ti �t2� 6`>� 1M47 ,10©' CP PRO OSED=36.87�-- 25 g 106 g \ VOLUME 2470, PAGE 277 \ 9 \ 25 F d� / 1g' R 10' P.U.E 133' q0 6, 6 w 2.649 ACRE 31 9 ti 9 00 RS D� �',m o , 00 W - 03' s' �o ' •• �3 \ L= 8 .51 / -•100 • It � 105 ' s RESERVE TRACT j `�' \ `L �\ .ice o \l gY Art•) =42.7 ;� w 104 a' 00 97 E ' R• s \ o \ �' �• 80 S 15°27 42 € LP o• ': sr �3- m l \ \ \s. S \ Sy l 61 57 �`R 50' 46' �s a,j W o - 90 103 40 -'1 \ �y, 105.75' P©G 60 VOLUME 2470, PAGE 277 ,,� \ �� 0 9� ~' \ r , f 1 • o , \ \ Scatter tation `�� P-- 'roo 7 's, Op0 E� -< $ / �,1 a �a' C PROPOSED �g0 po ` Q� 12.2. �, \ o \ x \ o S• �" R -- g5• I m o 10' P.UIE. + tl� 9$ ' \ � ZONE: A-0 32 9, ck ��� s 49 0 99, 24 9� ./ G _ r o o ° S 1 ® \ R /"L 4 \ 2 0 w - .- -�y 3.40 0 Lsl 45.75 \ � N `74°32 18 E ON •• \ \ \ O \.� d. �q 4j• \ \ 5.0 25 LINE PROPOSED c y z 3 4 \ ' \ c3` 99 O' P OPOSED / ' \ G f O S 9 h \ A \ ItD\N 10' P.U.E. tU m 9 6� O, 5 P.U.E. �N g3 5/ s ExISTI `3 '�`t \ ��' ^� `�� \ D� 9 '9 j gu UL 18 i r tl c 10 E l-- \ \ 15 DRAINAG AND UTILITY 9\ �4j'` \ o Ste, !/iy s_ n�'\ f3j, 0 / 11 �.2 EA EMENT ' y \ -/ + 19 PROPOSED 3g BOG e n ' \ \ \ $ / \ \�88.8 c3� A.7 O PROPOSED m �10 \ y rn O gWl4\N 1 rn Ode. - e.o \ VOLUME 2470, PAGE 277 V'2, \ r- 4 / 19 10' P.U.E. z rn 7.Z4 Lr 100 / d NN O w p PROPOSED / 3,AO r4S StDE�10 25 • S 1527 42 E 33 2s 9 e PROPOSED $ 26.27' 2 c'' 20 4 o r cn 101 5' P,U,E: O T' 130.00 _ 7 11 PROPOSED \ 'Tg �� ,.••� 0 9 10, P:uE. 102 40' cR$ 5 � B � •n \ 5' P.U.E. � �s, O O' 2 0_ 60 A �'� w_ ZONE: A-0 / 10 TS CON PROPOSED 1 ` G0�S�, ,�^D c3� QO 2L _ 1 O PROPOSED NI Wt 10' P.U.E. EXISTING 9� ® c \ 8 o Scatter d Vegetation 95 , �, a? L,L_ 5' P.U.E. �+ 0 g.0 C. R,jV� , �,O.1Q• s 5 / o 1011 UTILITY EASEMENT fX 2 ` ` U,\ !j,(,F v 68 060, t ' ' 95. �' 66 Lr :\ L,30.37, 39 E•. C. p E� s0 gg.2 0 0 FUTURE /Qi \ \� / 9 6 \S 15.93' ZONE: A-0 4.23 33.45 00 102 PROSES POSE i o OP �� / �' y O )POSED 1 p PEBBLE CREEK VOL ME 2470, Pj297 34 f0 P.U.E. r,� $D Q SRC \ •,._ •�\ �. � � 2.6 ..�• y L=103. oP g.2 \ 'y� S2 < '68I - 79. 9'' 102.66 c�i� > N (PR 9 uNE o' 8 0 49'-�- 64.22' '� o PR POSED L-86.82 L 13.21 77.68_13.7 2s8 9$ 25 T-� gu\tD\NG 2 0 10' P.U.E. 25 , ��\ 9 10 79 16 10' P U E D 406$ / z c,+ 7 0 9� Scattered Vegetation 35 N42.40'34"E� \\ PROPOSED ram/ LEGS STATION rNESS CENTER EASE ONE 2470, PAGE 2 SUBDIVISION AREA A•DELA L= 57 5$ / o ' 1✓ r s4,22 \ �, � ' ^FAO 11 15.9 4.23' \ w 15 o LINE '�J �w �` �4.00 L=17. 0' 0 6 0 �98.25 - P 0) �` PROPOSED <1\\DIN �55,00 L%S y 8" L_9g.66 O 25' PROPOSE ,v iO w \ 'O 10' P. .E. 25 i� t� 5 O, �9$ ___-��"� \ \ '`� •S � 5' .U.E. d' Ln .p 14 0 66 02 77.68 � o �} �• 9 S! a J PE�OPOSED "102• �0 83•g4 - N4T19'2§ WW \� \ �� \ M 5 Pact.U.E. _39 L 4 9$`L 20.00 -'s// \ ,� `��' \ 6 �09 9s 4T r2.610 ��A 1P• �' 11 0 ®0 PROPOSED �:'�. � sr �'- \, �-,• _ 6� 1oR 5 g.o• 20'U.E. S42'40'34' A \ O� L'�6. _70.1 ' ` 9 o,Ep �� 53 \ / (606 SQ. FT.) 29.45' ?°�\ \ ^t,0• ` 07- L=96.0 '- 1 - OP 6 37 PROPOSED y CA a,25 i / \ Scott red Vegetation co i PROPOSED N N 9 / 10 P.U.E. /�\NE 10' P.U.E. \ y G 6? G S L=36.97' "1 95 �0 /W\DiNG \ va /- 9 \ L=36.9T / g , 37 \ 1 87 / 25 G ' 6, PROPOSED S 74'32'18" W EXISTING � s� 46 6 �,N, �. 10' P.U.E. '�,5' _- 118? 35' LEGEND P.U.E. = PUBLIC UTILITY EASEMENT P.D.& U.E. = PUBLIC DRAINAGE AND UTILITY EASEMENT 10' 10' DRAINAGE EASEMENT \ VOL ME 2470, PAGE 277 ^O 93 45 Gl N \ �• s \ 'vex y _ _-- 0 45 U' s O \\\ N PROPOSE B.O.C.50'R.O.B N 4357 04 W 1576. $4' \ \' \ 38 v, 00 ±�,, Cti (PROPOSED 28 B.o- B.o.c.) �= PROPOSED ow oo ! /� \ \ O N "4 10' P.U.E. rj i PROPOSED (BASE BEARING PLATTED CALL) \ ' �- \ �' 3 N 44 103 5 i 10 P.U.E. (VOLUME 2470, PAGE 277) \ \� o �= L=21 • rZ4 � L=21.03' 43 3' ' �- 96' De se Ve etatio BLOCK 1 \ \ \ \ N, P0' P.0 ED � 10.55'L=44.73' 42 I / - �, �PRDPOSED (NOT PLATT�' D)CP -- g VICINITY MAP \\ \ 137.26 00 ZONE: A-0 / ) 10P.U.E. PEBBLE CREEK DEVELOPMENT COMPANY PROPOSED ` �, i RESIDUE OF CALLED 505.19 ACRES // (NOT TO SCALE) \NN \ \ O 10' P.U.E. O �o DESCRIBED AS TRACT 1 I \ \ L=65a� 09 VOLUME 1671, PAGE 276...___________________________________________________a___________________ GREEN PiWRIE ROAD Sc ere eta ' n a 8. \ 40 ,--� ) 0.00' / �\ f PROPOSE 471015 W / \ SECHON ONE TD(AS CENTROm RANCH PEBB \ �\ 20' P.D.& U.E. VOLUME 981, PACE 221 ey. 202.51 �� �/� \\ �� \ 010' red Vegetation PEBBLE CREED , / -t \\\ \ ZONE: A-0 \ S• / 4 _ \ / /cRE PEBBLE /� , BCTi1 I -yam:, \ i / ,� �/. PROPOSED +� /� }tAS kr\ I f� 20 P.U.E.\ \ n \ \ h ^• \ SCHOOL num PARK PROPOSED e' PROPOSED S 29*1607 W a �OjL F 20' P.D.& U.E. o' 10' P.U.E. (1882 SQ. FT.)- r\� , \NN \ Co V/ / PROPOSED o 1 - 10' P.U.E. f � N85•asY�\� /. ^'" / :tx.•:.; .<r'.'.` iD�j,E'{iiEE 104 RESIDENTIAL LOTS: 37.57 ACRES STREET R.O.W.: 7.76 ACRES TOTAL SUBDIVISION AREA: 45.33 ACRES AVERAGE LOT AREA: 0.36 ACRES EXISTING ZONING: R-3 A-0 NOTES: APPROXIMATELY 34 ACRES OF SUBDIVISION COVERED WITH TREES FIELD NOTE DESCRIPTION ATTACHED HERETO AND TITLED PEBBLE CREEK, PHASE 6 - 45.33 ACRES FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE(S) -"X"-- OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. --A8Q4LC'-92Q-5 Q ____, WHICH BEARS AN EFFECTIVE DATE OF JULY 2, 1992 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. r ` EXISTING -%- I PUBLIC UNDERGR UND UTILITY AND D VOLUME 2470,1NAGE PAGE 277 ` i�- ` `F.RF TIMINA R Y PLA T - NO T FOR RECORD , PRELIMINARY PLAT PEBBLE CREEK, PHASE 6 S.W. ROBERTSON SURVEY, ABSTRACT NO. 404, COLLEGE STATION, BRAZOS COUNTY, TEXAS DATE: JUNE 1996 OWNER - DEVELOPER: PEBBLE CREEK DEVELOPMENT CO. COLLEGE STATION, TEXAS ENGINEER - SURVEYOR: THE WALLACE GROUP, INC. WACO, TEXAS 0 100 200 L JOB NO. FIELDBOOK NO. SURVEY DATE DIGITAL FILE FILE NAME DRAWN BY DRAFT DATE CHECKED BY PLAT # 8710 504 X 8710 D-972.DWG KRH 05-29-96 GGA D-972 NO. DATE 1 07-17-96 0 i Ia` I _I .W. a COLLEGE STATION Btt51NESSS CENTER vowu1 aas P GE 14 PROJECT LOCATION °° PEBBLE CREEK j ° DEVEtOPMEM C0. •,SO AG °° VOLUMEiKAO, PAGE'Ja e I °° ° e BWOS.COAL UMM °!• VOLUME:ST4, PAGE 419 The Wallace Group, Inc. Engineers ■ Architects ■ Planners ■ Surveyors 8225 Central Park Drive Waco, Texas 76712 (800-336-1683) (FAX: 817-776-2924) .. CLUB HOLSE V APB"CREEK X