HomeMy WebLinkAboutDrawingsLEGEND:
NOTES:
NOTES:
- - - - - EXISTING EASEMENT
1) CURRENT ZONING: R-1 (SINGLE FAMILY
✓4) CLIENT CONTACT INFORMATION:
EXCLUSIVE OF ROWS AND OTHER PUBLIC
RESIDENTIAL)
MR. TONY JONES
V 7 PROPOSED EASEMENTS
P.O. Box 10763, 77842-0763
PHI -TON INVESTMENTS, L.P.
8) PHASE IWO AREA =15.12 ACRES.
2) CCORDING TO FIRM 48041CO205D DATED
1401 SEBESTA ROAD
PROPOSED STREET R.O.W.S
FEBRUARY 9, 2000, THE MAJORITY OF THIS
COLLEGE STATION, TEXAS 77845
OPERATIONS / SEMINOLE GAS, THERE IS A 4"
PROERTY LIES IN ZONE W (AREAS OUTSIDE OF
(979) 693-8669
EXISTING STREET R.O.W.S
500 -YEAR FLOOD). BRANCH D OF SPRING CREEK
(979) 219-8669 mobile
100 -YEAR FLOODPLAIN BOUNDARY
INTRUDES INTO THE FUTURE PARK AREA IN
FUTURE PHASE 11; THIS REGION WITHIN THE PARK
1/ 5) CONSULTING ENGINEEERS:
ORDINANACE.
LIES IN FLOOD ZONE'AE' WITH A BASE FLOOD
THOMAS E. GESSNER, P.EI
PROPOSED LOT LINES
ELEVATION OF 313.00'
GESSNER ENGINEERING j
MODIFY THE PLANS AND DOCUMENTS PRIOR
1712 SOUTHWEST PARKWAY, SUITE 105
- - - - - - EX. CONTOUR LINES (MAJOR / MINOR)
NOTE THAT NO RESIDENTIAL LOTS IN PHASE TWO
COLLEGE STATION, TX 77840
MODIFICATIONS DO NOT ALTER THE QUANTITY
LIE WITHIN OR ADJACENT TO ANY RECORDED
(979) 680-8840 1
- - PROPOSED STORM SEWER
FLOODPLAIN.
(979) 680-8841 fax
- Ss - ss - PROPOSED SANITARY SEWER
3) OWNER CONTACT:
/
11) APPROXIMATE UTILITY DEMANDS FOR PHASE
DIEBEL FAMILY PARTNERS, LTD.
6) SURVEYOR:
V PROPOSED POTABLE WATER
3113 TRIPLE CROWN COURT
GREGORY K. TAGGART, R.P.L.S.
SAN. SEWER: 5,700 GPD W/ 15,215 GPD PEAK.
DENTON, TEXAS 76210
MUNICIPAL DEVELOPMENT GROUP
BOUNDS OF PROP. PHASE ONE
COLLEGE STATION UNIFIED GUIDELINES
2551 TEXAS AVENUE S., SUITE A
FOR WATER AND SANITARY SEWER DESIGN.
COLLEGE STATION, TX 778,140
(�- 1 PROP. PARKLAND & COMMON AREAS
S 48°03'40" E
4166.6
(979) 693-5359 voice
I --I EXIST. EASEMENTS TO REMAIN
(979)639-4243 fax
E-MAIL: and csb(
g @yahoo.com
SUBDIVISION BOUNDARY
-- SETBACK LINES, TYPICAL.
CASTLEGATE
UNDEVELOPED (ZONED PDD -H)
(ZONED A -O) GREENS PRAIRIE INVESTORS, LTD.
B -CS DEVELOPMENT CO. j R. STEVENSON (ICL) SURVEY
R. STEVENSON (ICL) SURVEY TRACT 2.2
TRACT 7 12.76 Ac.
\ 75.07 Ac. ( PROP. 12" WATER LINE 3905 / 055rLATTED) '
`• 6985 / 042 , ' `.� tiROM CITY MASTER PLAN
NOTES:
NOTES:
7) DENSITY OF PHASE TWO = 57 LOTS / 15.12 Ac.
12. DEVELOPER SHALL PROVIDE TEMPORARY
= APPROX. 3.76 LOTS PER SQUARE ACRE
BLANKET EASEMENTS FOR ALL UTILITIES IN
EXCLUSIVE OF ROWS AND OTHER PUBLIC
ALL PHASES OF CONSTRUCTION. ADDITIONAL
AREAS.Esc, y,e� 2.Ot
EASEMENTS REQUIRED PRIOR TO
P.O. Box 10763, 77842-0763
ABANDONMENT OF BLANKET EASEMENT SHALL
8) PHASE IWO AREA =15.12 ACRES.
BE PLATTED IN EACH PHASE AND BLANKET
EASEMENT SHALL BE ABANDONED AT THE END
9) ACCORDING TO ENTERPRISE PRODUCTS
OF FINAL PHASE OF CONSTRUCTION.
OPERATIONS / SEMINOLE GAS, THERE IS A 4"
www.gessnerengineering.com
LINE CARRYING A MAXIMUM OF 500 BARRELS
13. LL EASEMENTS SHALL MEET REQUIREMENTS
OF LIQUID PROPANE A DAY IN THE 30' GAS
OF THE MOST RECENT ISSUE OF THE CITY OF
EASEMENTS ALONG THE SUBJECT TRACTS
COLLEGE STATION UNIFIED DEVELOPMENT
SOUTHEAST BOUNDARY PARALLEL TO
ORDINANACE.
GREENS PRAIRIE ROAD. ACCORDING TO A DEED
PROVIDED BY SAID ENTITY, PUBLIC UTILITIES
1 SSNER ENGINEERING RESERVES THE RIGHT
ARE ALLOWED WITHIN THE PIPELINE EASEMENT.
MODIFY THE PLANS AND DOCUMENTS PRIOR
T SUBMISSION OF FINAL PLAT WITHOUT
10) ACCORDING TO CITGO PETROLEUM REAL
RESUBMITTAL, PROVIDED THAT THESE
ESTATE DIVISION, THERE IS A 10" REFINED
MODIFICATIONS DO NOT ALTER THE QUANTITY
PETROLEUM PIPE LOCATED IN THE 50' R.O.W.
OF LOTS.
THAT CROSSES THE NORTHERN CORNER OF
THE SUBJECT TRACT. NO INFORMATION ABOUT
CAPACITY WAS PROVIDED BY SAID ENTITY.
11) APPROXIMATE UTILITY DEMANDS FOR PHASE
TWO ARE AS FOLLOWS:
WATER USE: 5,700 GPD W/ 15,215 GPD PEAK;
SAN. SEWER: 5,700 GPD W/ 15,215 GPD PEAK.
ACCORDING TO THE MOST RECENT BRYAN -
COLLEGE STATION UNIFIED GUIDELINES
FOR WATER AND SANITARY SEWER DESIGN.
(DEEDSS5'51120`E)
S 48°03'40" E
4166.6
\
CAST EGATE SEC.6
ONED PDD)
RRENTL UNDER DEVELOP E
PLATTED
PROJECT
LOCATION
?� OPO
CASTLEGATE �� Q
SUBDIV.��
PHASE V111
(FUTURE)
66 \ PHASE IX
(FUTURE)
PHASE XI
(FUTURE)
PHASE VII
(FUTURE)
PHASE VI
(FUTURE)
s s s
O N t7
VICINITY MAP
NOTE SUBDIVI ON BOUNDARY ALSO
/MARKS ZONING UNDARY BETWEEt
R-1 AND PDD AREA
KEYMAP
PHASE X PHASE VI
(FUTURE) (FUTURE)
PHASE V
(FUTURE) PHASE IV
(FUTURE)
PHASE i
PHASE 111
(FUTURE)
DETENTION
e�ner
GEngineering
1712 Southwest Pky, Ste 105
College Station, Texas 77840
P.O. Box 10763, 77842-0763
979.680.8840 (Phone)
979.680.8841 (Fax)
www.gessnerengineering.com
FUTIlRE7.7.'
PHASE) IX / I EXISTING �� (.•�...•...•:.•.:.
\
'PHASE \ / NOTE: BOUNDARY OF SUBJECT TRACT % 1 F,'
r ) INTRUDE APPROX. 27' INTO GREENS
'J
PRAIRIE ROAD RIGHT -OF WAY AS PLATTED
\ \ PRELIMINARY
U•`) I.::I::.::::::.::::::::.::: NOT FOR
RECORD
NOTE PROP BIKE LOOP , 1 FUTURE • �
ALONG \ I Po> S
740°
_ :
STREET EXTENSION HA S X - - - - -- -- -- -- ---- _
f. -
., t
/ 1 PROP. 12" SAN. SEWER LINE \ \ p o S?�gF / 30' SEMINOLE : ; '. ,:'. - ': ; • :'
FROM CITY MASTER PLAN o� GAS ESMT.
SEWER , 402/091T YY
I:�:;.::• =,•,.;
c 4
UNDEVELOPEDLo
JERRY & PATRICIA WINDHAM
1 CIA
(ZONED A -O)
O y RA D FOR g°. - J. BLEDSOE & WM. CLARK SURV
h ,10'TELE. ESMT. s A�.
;S, w aOJ.ID WASTE PI BE 'F20V ED /�40 4d O� j� \ v Lq,StNSI}�o�p\771/012.'3820 / 014 (UNPLATTED)
Qr 11
C9 I LOT 3 03 LW 2
EXISTING I::I'•;.'.'.:~
L0T PHASE I �\ / Q W
LOT oRo\J.
LOI / W FORD D VE p
LOT 5 (80' R.O.W.148°'03; 40"W N48° 03' 40"W
\
RIVERSTONP�AR�K� /- �� i> �� ��.� `\�51.87 99.68
65. 8606 „7.89
� / PROPO D20'
(13.00 AC). I c5 F
�` ' 'y OT $ ?9s• P:l-1: ., P GAL 18 HARE 1s
I \ / ) _ y LO GB "/7
BL K ® = 714 4' 1 LOT) I'_I:'.:;,:, : • ��
" 7 _
, [ ( 1
R�SP. 6 PER L.01 $ 9 LQ7` 10 I. a' °'
t�N.o. LOT 11 ,/
o._ U) W ry
LOT i L
OP ORM is LOT -2-- r W
L`�r 1 , SEWE LINE, TYP. LU W O
l:6 s- •r
PROPOSED STORM DISCHARGE FROM c _ __+_1.5•�---- - 1' \\ / I .' '.'.:
r� .._ .. _. - 1075 FT /_- LOT 13 1 �,- W .�..
PFi4SES ONE, TWO, &FIVE W! HEADWALL 1 �, %��t �, - _ _ C11 l 35' As -J. Bim.Mr
-& ATTENUATORS AS PER CITY I?F \ c m r 2 h1 - P • t- .>yi 7 i -"" l Y� ^ _ z
COLLEGE STATION STANDARDS � $ I h _ - O C K FOU I I Z5
/ \ LOT � u1 / .•.o' o
� _,_, � leo r LOT 3 / . �. -''. •z:� � W W
h �L T 3 s'��� 10 � 14 ,� / •'.�•''•' '•;. �:w•• a
PROPOSED STQRM DISCHARGE FROM � -r^yti , I �m
PHASES SIX TfJROUGH TEN W/ HEADWALL / �' �1 y �"" ,' �_- - ry W'•6' to U
�^ ( (: W z
&,�TTEIJUATORS AS PER CITY OF,,,i J ^
O � COLLEGE STATION STANDARDS i_ y.� \ / s 0�9 I \ q 21 R N �y LOT OT 6 LO 7 �- a O�--T� b 1- _ :.;: 0.1- CL
U) O / 2B°39 o LO 8 1 , C o \ O a. W O W
LOT 9 �' Ro\ /
a o S 8g "W o SS �sf` a h r.°j �_ (' I' ' '' ' ' O'.�: W
LO:' 10 ° 2� �cR� o`'
- - \
LO �j 0 o LO 20 �j 42'°4'0 i 7 y�oo ' ,a 1a So �s8 y n : m
O / / •r �'' - � ti V ' -� 224.29 174
-
PROP. 6"S SEWER N3 ° es 74 h yy 5 W
f N40' 2T 59'VJ > �n 4, _ a+ '
c7 LINE, TYP. N.O..NO1g / �L 4'' (: ri :c?.'.. =U2,.
\ /` �' of - i- / 21;.15 j 6p6' 2 LO7J 4, = 7g _` •- _'� t ' ( 1
g LO 11 LOT s. '1 '�7sey .�
1'q00
/ ry S48° 03'40"E S48'0 3' 40"E : o Q T O
c (((.. - \ '� FUTURE TC So o'ss� L T 2 X20 W i
' w+E is-oo y IS WOODLAKESUBDIVISION ^^ rn
PHASE X L.1.. V 0
,5:00 TCH L E �. m
N49° 2T 58"W \ \ / N L4 3 L 1� � c21 5_ ::. „ U e D 1 V I S; O N
PROP. 4' CONC. V (`i � w.• (pLA•TTEp
--- �. `280.00 WALK W/ 6' WIDE 71°� a
BUF\ER, TYP. ?�?` A E LOT4-\ \ T4 In�'.::::' Issue Date:
FUTURE
I ' \_ FUTURE �- - - PHASE 11 I . ' L 5 • LCi't' 6 1 IMR- nF4-rrF 1% .' 12/10/07
I3 \ PHASE 1V �\
Project Number:
S48° 03'40"E
> 07-0302 -
78.50
-� p W Co
�.
m Drawn By:
_DA
L
LOT 8
Ch
N- 6 0 `I 300' OPP. R TE
-7 /`� \ i \- Rei'
15104
PRELIMINARY PLAT
(NOT FOR RECORD)
of
WATERFORD HEIGHTS
PHASE TWO
15.12 Acre Tract
Robert Stevenson League,A-54
College Station, Texas
DEVELOPED BY
PHI -TON INVESTMENTS, L.P.
1401 SEBESTA ROAD
COLLEGE STATION, TEXAS 77846
(979) 883-8888
SCALE:)'=100' NOVEMBER 2007
'PREPARED BY:
Gossner EnBineerina
1712 Southwest Parkway, Suite 105
College Station, Texas 77840
(078) 680-8840v (878)680-8841fax
CURVE RADIUS LENGTH: DELTA: !CH. BEARING: \ J L �`NA K IF` LAST 10
_I � LOT 5 I. I.'. •'-•'• \ •' PROP. 4' CONC. WALK W/ Q
C1 25.00 38.56 88.36 1 N 29035'05" E ✓ -� & WIDE BUFFER TYP.
C2 25.00 40.94 93.82 N 61030'28" W - -� �- TC E
C3 150.00 231.33 88.36 S 29°35'05" W _ - _` -� _ / E SWEETWATER D t�
C4 100.00 150.41 86.18 S 2802932" W 0 `-' FOR -' / �\ N 48° 03 a0" W
RECO"ORD :'.
C5 25.00 33.44 76.63 N 23043'02" E '
C6 150.00. 56.28 21.50 S 51016'57" W \ 316.00 Q
C7 25.00 54.48 124.87 N 77001'53" E
C8 675.00 425.79 36.14 S 32040'03" E
C9 625.00 394.25 36.14 S 32040'03" E
C10 475.00 255.60 30.83. N 35°19'22" W �• I
C11 525.00 287.21 31.34 N 35°03'59" W
C12 25.00 40.50 92.83 N 26030'20" E
C13 25.00 39.27 90.00 N 62004'55" W 3 C1� ' ZS --� PH. it PRELIM. PLAT
C14 25.00 38.46 88.14 ! S 63028'00" E
o N M C15 25.00 39.09 89.59 1 S 2704242" W �� . L4 lo
GRAPHIC SCALE C16 375.00 169.37 25.88 N59°31'19"E _
C17 425.00 199.95 26.96 !N 59°01'39" E Q 2. 0
C18 25.00 41.30 94.64 IN 00°44'21" W
C19 25.00 37.69 86.39 IS 88044'39" W
PHASE I I D E V E L O P n/l E N T C21 2500 129.67 7 90.00 IIS N 03°0340 W
SCALE I" = 100'C22 25.00 39.27 90.00 ; S 86056'20" W Sheet- 1 of 1 _