HomeMy WebLinkAboutPEBBLE CREEK PH6 PP (1996)-2PEBBLE CREEK 1-1\ TYPICAL 39' PAVEMENT SECTION ON ST. ANDREWS W/ PIPE ASSIGNMENTS
Sp \ 1 _ r \ PHPAGE 237� �LQCK 5 ' -'�PN �� 0 �N �� / O
"I\ 2 VOLUME 1993
'ygiy ,, SH AL CREEK DR! 1 a10L.,-
X
�iQl �0 9 \\ \ -W N 74°3223" E Ex. 36" RCP X�j j 6C 911.0+
FIELD NOTE = 19°18'53" $ 1 \ /� 567.76 �C
SCALE 1" = 100' ek a POINT OF BEGINNING R = 1345.00' ` \- PROPOSED
\ � P BLE CREED 4 � x 10' UTILITYs 0'
PfX. T = 228.88 HASE 3B 3 2 -� EASEMENT 37.2 O �.\ ��EXISTI G
ROPOSED
L 10' UTILITY 6^ = - ' 8 % VOLUME 1993 PAGE 23 / o ,L-39.2T / 94 Tom- �15' Bull , 15' UTILITY EASEMENT / ^•�^ u ASSIGNMLI�RIMENTS
r REQUIRED
IRE WHEN - -
/ �•-` ry � \ L - 453.41 6 ' A = 19'13'13" T-\ 51 q J \VOLUME 242 PAGE 151 / / 0 FlN1sHEo CROWN 1' ABOVE T/C ASSIGNMENTS REQUIRED WHEN SEWER ALT SEWER
J EASEMENT �0 LLD NEN �O �a / STORM DRAINS ARE LOCATED 0
Gp EXISTING CHD S 76°3512 E e�oc R = 835.00 ss 2 Z , /� S 46'11 11 E
10' UTILITY EASEMENT 7 ` , ' K 6" c^ L=39.27 Qfl'' co � , / / � WITHIN THE R.O.W.
VOLUME 2541, PAGE 239 \ ro L=38.87 451.27 1 o T = 141.39' �" 75 �' 121 \ 36 .91
� i , / �gS,53 '` L=37.85 _ - _ _ ' No S�EEoG ON '. A_0 \ E,�BLE CREEK
PROPOSED S 86'14 39 E - - - L 280.05 Ex, o•G , e. BONE 12o PROPOSED ��/PHASE 4A
EX1371NG SIREET CHD =N 84°08 53 B w` $� 10' UTILITY / 10' UTILITY `PRIVATE R AG
Q \, 15' BUILDING LINE ASEMENT 39 / O 1 2 i1VOLUME 2422 PAGE 151
O 39' e.o.C. - ' 278. 73' 8 / fl \ PROPD UTILITY
'`C O 6 3 EASEMENT \ �
, B.G.C. L=45.22 PEBBLE K EX- ,/ d C MON AR p
/ ZONE: R-1 / 25 ZONE: R-3 L� 6 O6 ' PRO OSED EASEMENT O p 123 ® ;"�`'
122 PHASE 3C / o' uTIUTY rs -
(VV FH \ •24_ L=33.11 UNRECORDED �- �~ 1 G y �9 5 / * 5 '
`. �' EASEMENT b\� � � � y ' JJ 6 TYPICAL 39 PAVEMENT SECTIONS FROM HARBOR TOWN COURT TO T. ANDREWS W/ PIPE ASSIGNMENTS
"-1
rl/ PHASE 5D / o� O,j, / DO E A-0 ' 57.28-•L-73.66 EXISTING
G O f / C! Z�N O� r 18 ` --� LINE 4 g3 L`� UTILITY EASEMEN
F 0 V LUME 2541, PAGE 239 / �. rJi ^ O 15' BUILDING LINE y` r y\�o\NG 6 Q PROPOSED 11 VOLUME 2422, PAGE 1 \ \ 10' EASEMENT
( 2 15' BUILDING LINE Tn 8 0 S ^•i
/ � AS REQ'D. 60' R.O.W.
d % L=52.77 7 �, h 20' DRAT G
N 44'02 05 E / q� �/. 29 �, 17 " �� �� DGE, g.o• AND u 9> 5-0• s'-D" 3s' BOC To eGC
x O 26 PROPOSED �/ 2 1 O sirs N .2 L D 5Q B.O. \ E EMENT SS! \ '-0" 2-0
y� 449.86 o 150 00, 1 1a' UTILITY cv ,ro o s 16 / O pI3.AJ SE . B.0 C. 36!„r� / ���/ / 9J ,'- " 2'- ' ,T-s" enTs-E "
�o ,\O 2 p O = EASEMENT 9 \N l pg 2$ 9 6 / j� tO I H.M.A.C.
rn O h N h 25 \NG Q (p\ 4 9 /
25 f j cb JO. E ry 0 3 - 6 3 J
v' o�= 1oR U�LITY / 145 00 m rn m� / h ,-- 75 N ROPo
�p A N V EASEMENT N 1 15 00 S ' �5'\N�\N / / \ HAgE FCC MCA I O SUBGRADE
PROPOS m 3 l 45 0 Lb 51.4 7' g5''=39.27' gU\j 118 O Gns
\ �\ A 27 a o' GE o.N•) 5 N ' , SEWER WATER NOTE:
'L �C. 10' UTILITY m 2 0 / / g. D R• p C•) 30' / , i VOLUME $ 4 Ra1bGE 20>
/1, 9, N O 25.$$' !\ / b B• w 117 9 \ FINISHED CROWN 1" ABOVE T/C
�O EASEMENT �v O iy ZONE: A-0 `�. 3s.14 LoSgD o•C 116 0` c'' / �
PROPOSED 50' R.O.W.1 vj M3 $ O 2 37.75' �` R 0 P 2 flp
(PROPOSED 28' B.Q.C. - B.O.C.) W )000, to a S OSBD" 75 \ PROPOSED O_ i
C 0' PROPOSED c0 Op ( 5
rn p PROPOSED 10' UTILITY , NITS
ro ' 10' UTILITY N 0 o I �s` 110 \ � �� cp,
v1 O d g0• 0' UTILITY
/ PROPOSED 28 ,77.53, / ^ O cp N EASEM 16.90 �, =36.1 ' 2� E EMENT ..1 o` EASEME T A,Z 0. 10.00 10 PROPOSED 9 Q O
do 1o' u-nuTY (o CV / / 1 2$ 161.91- 6J 12$ < 1' y ° 11-Va �95 �'= \ TYPICAL 28 PAVEMENT SECTION W/ PIPE ASSIGNMENTS
EXISTING EASEMENT AO 1=36.14 �_ 46 11 3 170.56 11 �' 13 \\ 2 W PROPOSED O y fl� 20' DRAINAGE
/ < / N 3 , �� \ \ Oj cr 10' UTILITY �0 0 QO gQ'p j 112 AEASEMENTY \ " , " 10' UTILITY EASEMENT ND U
U) APP /� r 9 4j O O Q 10' EASEMENT
1 5 7 S 39 3517 E 10 EASEMENT
VOLUME 2541, PAGE 239 / ) \ II LE YAL of l \\ O' �J c,s O EASEME T QO o '� \ LL,
\ �r '�cr 12 `Z; 1Q0. ZONE: A-0 1 I i6 S 5'Z \ 508.25' \ %L c� AS REQb. 50' R.O.W. AS REQ'D.
/ flg fl CIO �.3' O \ 1J tS \ 3 O 9 O Cj ci+ J \ 14FJ. \ - \ \ 5'_ 5'_0' 28• BOC TO BOC V-0 .: 5 -0"
/ 6'' 150. r' 6" U11�T l 3 sr \ o" o �. \
L 3 O ® 13 0 �p u, PROPOSED W o 63 -o" -o" 2'-0
�' b' r'' \ \ �h' �1 Js� 14 N �1QQ 0 c, y 10' uTiuTv �, 114 ✓ g• WL J l0 Q r-o" ,2'-0" 1z'-o• V-0.
/ PROPOSED /�\ 6, r ' 16.19 ` \ \\ �'° C° 10Q . •�' o\G o / 0.25 _ R� �\
27 \ 00 EASEMENT -/ 1\ C� V
20' UTILITY \ �46.7 11 \ 4 \ O J2 2 \ \ CO ,p H.M.A.C. BASE
�ASEMENT 29 ZO E: A-O �5.c OBP�20OSED +� O, �?/ r- '� 0�O O) G, 31.97' 7 85 ��„ .O 9 PROPO D 25 i� 10 OSEDcOE p+. S \ !p O i0 ,'�Z J9o�Q6 EASEMENT 4,2 / 109 O,,I � O GOSTORM SEWER SUBGRADE
CJ N\ J• 6' 4J \ e p4J' \ Ej 0 EAS ENT �n b Ili
ALT WATER WATER Q Q
v / 10' UTILITY EePPSS�EMENT `9c� \ ^ \P, tij�' S� \ 9s O� cP9 G� \ 0
VOLUME 2470, PAGE 2 03. \ \ \ \ GZ. 31 52 6� rs 10 = \ \ 75AQ EEjK B•0' Q.25 / �% 20' UTILITY \ SEWER ALT SEWER
�\ -•Dp J 9 dOTE: p ALTERNATE WATER AND SEWER
M 30 \ 26 J \ F 91 6Q w 9 O Ty9 C j� B•0•C Qp / `�� O VOLUME 2324, PAGE 20 FINISHED CROWN FLUSH WITH T/C ASSIGNMENTS REQUIRED WHEN 0
Scattered Vegetat��on ?s\ 9 0 \ q, W \�G 0 C% (pR 9��d l f 16g 66 S ° STORM TRAINS ARE LOCATED
O / L=39.27 Op�
\pc c3T gU\L9/ �cj OQ , / // c� 107 108 / 95 54 \ \ 1 / WITHIN THE R.O.W.
\\ EXISTING \ PROPOSED Sts \ �> \� !O/\ 9i3 ttC 7
25' DRAINAGE AND UTILITY EASEMENT 6'j \ 10' UTILITY , \ T G \ 6 /"5 i PRO OSED=36.87� . 25 106
•.>` \ VOLUME 2470, PAGE 277 'SS,\ EASEMENT 6 \ 25 �il,(�` r'1 8 10' UTILITY -° � 4fl 1p , „
\ p 95t \ QO EASEMENT W
\ 9 / n 105 rn 97 S 15°27 42 E APE 6° R
2.E49ACRE �� �� `S� \ �,�` \�> \ EgRY, .W.) 46+ L=42. w� 104 0 -go° j o 1� 105.75 U� X\S�N� 1
s RESERVE TRACT 6'' 9sr \ �� \ °�' `9' ��� 6 57 50 PROPOSED o_ '
\ s Jo \ �O. \ \ rA S ® 9S �� 32 0 i 7 Ep / ' i g OQ o, O
VOLUME 2470, PAGE 277 \ ,p 9' - - 0 0 o cA - 10' uTiLITY 0• 98 1 N 74°3218 E ON
E oA 2 7 6' c� 3 gOlp 95 \ Cr i� EASEME T 3.4Q r �Q
Scatters tatian �. \ os S' 9 \ 24 9�. L=28.9 /� rb '� Q 10 ® o ,
\ ZONE: A-0 32 g\ �`o �G! 0o srs , gS.QQ RU\�D\\aG uN 18 �, i N c 0 0' cOr 99 a_ ENE 93 cn G w Z4
PROPOSED_- t>f P z , G. x
z 11 co m 1 b \NG 119 6, \srN g.o•
"� �• 10' uTlurrc,
.p 6 .� \ 9 � '3�' __..- .. 4.1Q1 'o v! � 11� •2 rn O eu o B o G• ��
!%Y S �c 4� /� W O EASEMENT r w O 41 cr 100
\ \88.88 L 31. / 19 z m 10�•2 4o E '0 39 � S 15°2T42" E
\ 15' DRAINAGE AND UTILITY EASEMENT U' I 101 1ggyK Ns 130.00
VOLUME 2470, PAGE 277 33 ? 9 o cr 47' -\ 40 ; '
s 8Js, 26.27' 2 0 20 IF, \� 10' ' T1 102 25
O -O I W_ / 10 CON � g$. PROPOSED y � �® PHASES
�a
2 O. 00 60 11 1 \ ,, EASEME p ZONE: A-0 �- 03 0 C 1flI� Li' �• 9$ `j, / 10' UTILITY O �6J II 6J1-1� r �K c�
Scatter d Vegetation 1 o ������ �����
41 � g5. W O W , $. I , R 0• EASEMENT
EXISTING � � � � 9 ® '�� 6 86+ 'p g � %' � I 1 eb �..... �"' 30 3� , B•O,C. D D g08 Qh- 2 W 9 0_
33.45' r \ U' _ _. p Q PROPOSED
10' UTILITY EASEMENT fk\ �� `�i3\ !�'1'F 86 ,O�\ g5, fl' 102 6 PROPOSE W 82+ L' 0 39 OP $E 5
VOLUM 2470, PAGE 277 �2" \� O 103• pp `L O 10' UTILITY /
34 / q S2 15.93' ZONE: A-0 4.23' EASEMENT --- �� pR $' �� $
( W O EASEMENT
68' I �'' OZ•66 W � r N. L 13,21 77.68' 13.7 268 r oNG �\NE o
-6g�1 a, 17 \ $6.82 = eU\� 0 25
rt \ t9 `19' 64.22' S _ O PROPOSED �� L= 40 68 9 , 2 w 7
10 79 16 0" 10 uTlurY n
��\ Oil 9 64.22 EASEMEN x �9 ADELA
15.93' e\ 6, , 0 6 0"
BLOCK 1� \ 35 A �� 4.23 w 15 0" LINE ! o,• EASEMENT -4.00 6
\ PROPOSED 6' ��9 11 °' u' Ui\A\1A 0 J y L_98. o �g8.25
PROPOSED
20' DRAINAGE 6 \
\ AND UTILITY �• , 22 Oi• d W 14 0 25 PROPOSED �Z 6" - r -77.68 �' 5 ' '' 10' UTILITY
ca S , M A 102.66' 10' UTILITY ` °d S3 g4 - -^"- O $•Z�j i •- EASEMENT
\ \ EASEMENTS �. V J / EAS MENT 3 L= 4 O � 9 --
ZONE: M-1 \ �\ �\ \ NO oo / 2 66' gpYA 01�) 92 A_ o ®� 25 _
6 9R L�' 2g SED 5 '� 01 01 .� �'- � Sc att red Vegetation i
N 43°57'04" W 1576.84 A2� \ o` \ PROPOS C=S6.07' L=96.07' L=7Q'1 OpU 57" POSED t m� N '9$95
\ /
(BASE BEARING PLATTED CALL) �eA \ ��`' 10' uTIUTY �S/ NE 10' UT,ILITY es
(VOLUME 2470, PAGE 277) \ 35 EASE ENT L=36.97' - 1 67 /9U\LO\NG L\ EASEMENT G\ v t Z 1 PROP D 5 / i 9$'/5� 1 „
37 r -$4.24 L // 46 FJ . N. EASEMENT 9$ 2 i 187. 1$ W
EXISTING � � • � L-36.97' $4 5 �g5� / 25 � � 10' uTlu S ?187.35'
OLLEGE STATION 10' DRAINAGE EASEMENT \
C�
BUSINESS CENTER OL ME 2470, PAGE 277 \ 0 93 45 N 45 LID " �10•
PHASE ONE 01 ---
VOLUME 2470, PAGE 277 \ \ss j \ ti0 ti 6, (PROPOSED 28 50,
B.O.C. 0- B.O.C.) PROPOSED rn 6p Op'
38
10' UTILITY i , UTILITY
T
O . � �' N 44 EASEMENT 0
10 UTILI3 53 TY
3 43 O 10 EASEMENT
\\� \ L=21. IY,, L=21.03'
96• 37 De se Veetati9 o VICINITY MAP
\ BLOCK 1 \ PROPOSED L=44.73' N �314 (NOT PLATTED)
\ \ ,D' UTILITY N -' COMPANY
\ EASEMENT 10.55'
\\ \J 137.26' R 42 Do ."<� / 0 TI�n PEBBLE CREEK DEVELOPMENTlV (NOT TO SCALE)
\ ZONE: A-0
/ RESIDUE OF CALLED 505.19 ACRES ' ��• � °� STATION
PROPOSED O
10' UTILITY DESCRIBED AS TRACT 1 CREACDR
\\ \V ^try' EASEMENT O $� ��0� ----
VOL`JME 1671, PAGE 276 \ i` MARSH M1f�FIAM Q THURhfAN -
��\ \ 40 L=-6i
\ +-------- ROAD
O.00'------------------" ----- • CREEK PRAIRIE ROAD
Sc ere eta ' n \ 8°------------------- - I�
,� 47°1015 W I
/ P \ PROPOSE
20' DRAINAGE s 202.51' F=RE PHASES
O \ AND UTILITY /
EASEMENT Cat red Ve etationPEBBLE CREEK SECTION ONE
TVOLUMEMRORANCH
ID
Scattered Vege ation ZONE: A-0 \ s• 1�� 4 �, VOLUME 98I, PACE 221 / Mn L .CRE i
\ , � \ PEBBLE CREE
f `\ PHASE IU
PROPOSED l ,\^� P P80 _ Lam--" PfBl_•�c�
20' UTILITY \ PROPOSED h
Oy EASEMENT \� 10 UTILITY // S 29°16'07" W
SCNOOL'TRACT
EASEMENT / 271.18' '/' /-�
PROPOSED / 10' UTILITY
\ , \ EASEMENT ./ /i >.$z<,'"•�, < ' �� � � cwa HOUSE
^'., ffEK
PHASE 2C
r:--;. • PF8 ..REEKS »+ .:{• j�. 4
260 �• - �
/ EXISTING t', "' PHASE 4A 3 9E cede
2 PUBLIC UNDERGR UND UTILITY
SUBDIVISION AREAAND
. ,
/ VOLUMEDRAINAG
277T / .-,.._� � ,.°'M -, • , 4 44
105 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 TITLE)
PEBBLE CREEK, PHASE 6 - 45.33 ACRES
FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE(S)
OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
__�$44tQQ2i2a_rL_ WHICH BEARS AN EFFECTIVE DATE OF JULY 21 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.
"PRELIMINARY PLAT - NOT'' FO
PRELIMINARY PLAT
PEBBLE CREEK, PHASE 6
S. W. ROBERTSON SURVEY, ABSTRACT N0. 404,
COLLEGE STATION, BRAZOS COUNTY, TEKAS
DATE: .TUNE 1996
OWNER - DEVELOPER: PEBBLE CREEK DEVELOPMENT 00.
COLLEGE STATION, TEXAS
ENGINEER - SURVEYOR: THE WALLACE GROUP, INC.
WACO, TEXAS
RECORD"
COLLEGE STATION
N
BUSINESS CENTER
PP
ME 08
VOLUME UBT, PAGE 14
0 100 200
JOB NO.
FIELDBOOK NO.
SURVEY DATE
DIGITAL FILE
FILE NAME
DRAWN BY
-T-05-29-96
DRAFT DATE
CHECKED BY
PLAT #
R E V I S I O N S
R E V I S I O N S
N0.
DATE
REMARKS �
BY
N0.
DATE
REMARKS
BY
8710
504
X
8710
D-972.DWG
I KRH
GGA
D-972
The Wallace Group, Inc.
Engineers ■ Architects ■ Planners ■ Surveyors 8225 Central Park Drive
Waco, Texas 76712 (800-336-1683) (FAX: 811-776-2924) A