HomeMy WebLinkAboutCastlegate Business Center Blk1 Lts1-6 PP3
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C 1
C2
895.25'
56.68'
1215.00'
40.00'
42' 13'03"
81'11'19"
469.04'
34.28'
875.14'
52.06' '
N 16*56'29 "E
N44'49'47"W
Xj
TXDOT CONTROLLED i i I K
Cn
`\ O ,,`\ / / '.. �' s. \ \ \\ \'` \ / �� ; ' i' \ \.\\ A CESS LINE", ` , I n
Cr o w I e�y
N /ik %1
3251 iNract 0
5
SCALE IN FEET --�
20' UTILITY EASEMENT
VOL. 3837, PG. 290
\
% ( �l� STD' ` L3' '` � ,\ 1 � 1 •`\ '\ •.'\ \ ,i` i
/ r
�XDOT
10
eSU
,` '%�, / _ / aCCESSti. LINE 1
V
,\ a n e c- Pan I��e e t o e
\ - -
I
/ PROPOSED 20• % \ 1 J ; to
P.U.E. I
/4
C01
/_ ii \ \ i/f/ _ \ / � \ \ � � / , '__"_..-.___—_.._..-..---• r i' l! � .� I ( J� (� Ji'i O 1 \ •� _ `\- _.__.__ i/r , ,�f j 'T7
�jLOT 4
61
_ r
�, /
\ � � 3 �t acres , ,,� \.
(7�
/ , \
AIN
PROPOSED 20''' / 60 i 8 i' / 4k'
r
f \ _ 6' \ . / ` , / \ \ o , .• P.U.E. �' /� PROPOSED
\ �� i i' l \ C� �, \ / / nJ �' ACCESS
\ l a l /` \ / \ _ \ `��'�� //nC.�' / EASEMENT \ 8 ,off i�!, /°'r, +d►/ cn
L OT
j
'05 Acres
�
• (` Q On 0 PROP0,8ED O '' ROPOSED 30''//
/ f V S —_ � _ \
�n �,t \; �,-,',t 1\'\� / / 1' /%BUFFER ZQNE i,� \ . / jo �' /' P.U,E/ ONE
( I t
p 1 a ,% / �: \ /! L CSC �
i •
PROPOSED 20' \ L ,; / i PROPOSED 40' 0- �� `"i � \ �; r,� • \ " ,
\ \ •�� 1� j/ "` / \ \ i /' P.U-E. _ o r' U.E.%j;
--+, do Vf f1 %�.. j /
CA TLEGATE- SU DASION . �9 \ 1 �.. / ,o r \
EME GENCY ALqT 5
/ PROPOSED
, .,'D
RAINAGE- . _
1 � \ � � � DRI WAY ,
r \ - 1 k .� 1/ �' / _ �/ r ,dY EASE \ I
\ I sty v' 1 , I / I / / •/' P OPO D 0 /� / nJ \� ' t
_ . - ? ' '� I 6' `�' r PROPOSED / OJ.. / l 1 v /� \ ;
r P.U.E. _ `+ '
,� 1 1. �� i' \ I ' .. _i `•� 1 I 1 ,VE ! ,.L / / , % LOT
1
50 PROPOSED'j•��•. r,' / \
h / SEMINO IPELIN I � / ACCESS 'V 1 � : �!!- ;' � C�C '�s ,ti.. 8 \ '•
• ,PR_OPOSCD`20` I 20 P EASEMEN i ` % 1 l \ \ �..: �\
`� P.U.E. - EASEMENT (022I/807 I� % �' . \ /
01 4 PIPELINE, 1 0 PSI
S
•. \ - �'� MAX. OPE /'� i
PONQ
PRESSURE, G f : r /�
r„ , 11 �__.__-' \••. I / 5 GTE EAS ENT \ , \
( 0 GTE EASEMENT I 9 I
PR
QI'OSED DRAINAGE
I /� (771/00>)' (745/838) i � \
_ \ t4. PROPOSED , Plop
'0 ED ( ( ; i I /, ( 20 UTILITY EASEMENT
\ ((_ ''1�• Stu CHANNEL 10 BOTTOM 50 PROPOSED WIDTH, 1 V: 6H SIDES) VOL. 383' PG, 290
y PiARK� �� _ �_ `�'�. 0 / 20' P.U.E. C` t j' is I i /'r \ 7,
Lr . ��irPrs``�\ ' I P. .E. f I ! I I r� / 40' P.U.E. %/ I h I r i ,''4 PROPOSED 20`
.U.Ej
Q
' U
_
-t-- T T TT -%'-= - T - -i - �.'.�==x-! S { S 8 S-8 ( / P ---+ '
-` . _ AS — , - 'r;A�— - G , S -Gl{5—' �, �/ — — — — — — — — — — / — — — - A — _� v \�' I O
-- ----
' c '__ice_ � : -"_
,
i
_ r
' MONUMENT447 � •- mil. --
'•,GREENS PRAIRIE OAD2L ROW ARIES 75'4a .. NOW Am; I ,
J �
.. _ _ 1 � � ' !-` _ ..____------ ,•____-�--—.___.' _ _--_____.,. ._._._—_ .•--_-- - / / { -- - — - '•--- _ �-/-tea — � -n .
m
ITY OF
OLLEGE STAT ON ,i 2-�-42 P 4 \ �. _._._ - _ ....... � M S
V�,-- — _ i C TY 01
LIMITS ( EX ING m En
- .. t a O
{G, EXISTING SEWER LINE
\� `& EASEMENT .e+
CR0WLE
lob—
i
CT
/-PROPOSED
SEWER LINE
LINE TABLE
LINE
LENGTH
BEARING
L1
210.00'
N04' 14'08"W
L2
174.49'
N85'4728"E
L3
59.64'
N84'51'09"E
L4
266.00'
N83'33'49"E
L5
284.23'
N86'03'27"E
L6
111.97'
S48'53'19"E
L7
186.98'
S42'22'41 "W
LS 1
287.70'
S41'21'00"W
L9
393.45'
S41'20'59"W
290--- EXISTING CONTOUR (MAJOR)
--- --- EXISTING CONTOUR (MINOR)
PLAT BOUNDARY
i ISM COLLEGE STATION CITY LIMIT LINE
IMIMNBWNNNNIV TXDOT CONTROLLED ACCESS LINE
�- PROPERTY LINE
® PROPERTY CORNER
—` EXISTING EASEMENT
— — — — — PROPOSED PUBLIC UTILITY EASEMENT
— — PROPOSED BUFFER ZONE
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD-83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT L _,
PROJECTION, CENTRAL ZONE, AND AS MONUMENTED`.ON THE GROUND. J 100—YEAR FLOODPLAIN BOUNDARY (FEMA)
2. THIS PROPERTY. IS CURRENTLY ZONED C-1. 2 BASE FLOOD ELEVATION
5-$ PROPOSED SANITARY SEWER LINE
3. THE TOPOGRAPHY SHOWN IS FROM AERLAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION. W-12 - PROPOSED WATER LINE
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP o EXISTING OVERHEAD ELECTRICAL LINE(F.I.R.M.), COMMUNITY PANEL NO. 48041 CO205-D, EFFECTIVE DATE 2-9-2000. SANITARY SEWER MANHOLE
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY 'LINES ARE ARC LENGTHS.
.L 6, OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 1416, PG. 74 OF THE OF DEED RECORDS OF BRAZOS COUNTY, .TEXAS.
7. THIS PROPERTY IS IN IMPACT FEE AREA 97-01. IMPACT FEES ARE DUE AT TIME OF BUILDING PERMIT.
NOT TO SCALE 8• .ELECTRICAL SERVICE:
A. DEVELOPER INSTALLS CONDUIT AS PER CITY SPECS & DESIGN.
B. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES.
DEVELOPER POURS TRANSFORMER PAD(S) PER CITY SPECS & DESIGN.
V D. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS & DESIGN. (PULL BOXES PROVIDED BY THE CITY)
E. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. PRE600�LIMINARY PLA
F. DEVELO
PER PROVIDES. TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES:
G. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ALL ELECTRIC LINES.
CONDUIT EXTENDED TO PROVIDE ELECTRIC SERVICE. H, LOTS 1, 3 & 4 HAVE 3-PHASE, SERVICE AVAILABLE. LOTS 5 & 6 HAVE SINGLE SERVICEAVA ILABLE. LOT 2 WILL HAVEI T FOR
N %�Mwop
'
dV
i
P"ELIMI-INArmftY
CASTLEGATE
BUSINESS CENTER
,J
20.517 ACRES
BLOCK 1, LOTS 1 THRU 6
ROBERT STEVENSON SURVEY A-54
COLLEGE STATION, BRAZO � D
S COUNTY, TEXAS o
SCALE: 1 '=100'
OCTOBER, 2002 (REVI�EL� 0
m O
OWNER,/DEVELOPER: E - 0
Tim CrorllNGINEER:
ey m
td
1301 Mcl(inney, Suite 3500 i v
D
Houston, 1'X 77010
SURVEYOR: General Cfor sz�ntrac ~� Dante Carlomagno, RPLS No. 1562 Joseph P. Schultz, P.E.
CARLOMAGNO Surveying, Inc. 1707 Graham Road t.
2714 -Finfoather Road s7
C
Bryan TX 77801 College Station, Texas 77845 ri
(979) 776a 2873 (979) 690-7711 Fi
i