HomeMy WebLinkAboutNORTH FOREST SUBDIVISION PP (2003)PROPOSED
CHURCH
DRIVEWAY
N/F
JOHN MCCARTHY
17.56 AC. TRACT
3697/120
ZONED "R-1"
3
0
t
u
ST HEN M S'wE:rISH, AND
(LIZABEfH SWETI§)t- ,- \ \
REMAINDER CALLED 10 At, E TRACT
/4040/107
ZONED "A-0"
I
FLOOD ZONE
.X UNSHADED
if N48 �13'50"W r __._� 003.35' ;bc-
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i
i
1
244
t
r
60
E
1
-
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C L\ E I FEET
EXISTING 30"
SEWER LINE
EXIS�NG 27"
SE LINE
�{
FLOOD ZONE
AE
!
�20'1UTILITY EASEMENT
335/461 & 863/823
AS kkTIALLY RELEASED
IN 8664/35 \
CV \
i�
FLOOD ZONE
AL EN R. SWO ODA
REMAINDER OF CALLED
300.00 ACRE TRAT
1334/325
LU ZONED "A-0"
HERBER COLE ND
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TRACT 1, 299/ 29
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4592/215 ! .
NED R-1 I
17
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FLOOD1111121
/ E"7M
--290 -- EXISTING C-PNTOUR (MAJOR)
EXISTING L3PNTOUR (MINOR)
PLAT BOUNDARY
ROW LINE
EDGE OF PAVEMENT LINE
- - PROPERTY LINE
® PROPERTY CORNER
EXISTING EASEMENT
- - - - PROPOSED PUBLIC UTILITY EASEMENT
r EXISTING UNDERGROUND PHONE LINE
EXISTING SIDEWALK
PROPOSED SIDEWALK
EXISTING DRAINAGE FLOWLINE
- - - - ® -
FLOODPLAIN LIMITS - ZONE AE
FLOODPLAIN LIMITS - ZONE X SHADED
FLOODWAY LIMITS
BASE FLOOD ELEVATION
S-8
PROPOSED SANITARY SEWER LINE
W-8
PROPOSED WATER LINE
- ST - ST -
PROPOSED STORM SEWER LINE
E
EXISTING OVERHEAD ELECTRICAL LINE
=:m
PROPOSED STORM INLET
-4
FLOW DIRECTION
,*FH
FIRE HYDRANT
0
SANITARY SEWER MANHOLE
-•--- GnS ••----
EXISTING GAS LINE
VICINITY MAP
NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM CITY OF COLLEGE
STATION G.P.S. MONUMENTS.
2. LOT 1, BLOCK 1 (5.221 ACRES) IS ZONED A-P, ADMINISTRATIVE PROFESSIONAL. THE REMAINDER OF THIS
PROPERTY IS ZONED R-1, RESIDENTIAL EXCEPT FOR THE FLOOD ZONE "AE" AREA, (1.488 ACRES) WHICH WILL
REMAIN WITH AN A-0 ZONING DESIGNATION. THIS WAS A CONDITION OF THE REZONING REQUEST.
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE
RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 C0163, EFFECTIVE DATE 2-9-2000.
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
6. OWNERSHIP OF THIS TRACT IS BY THE FOLLOWING DEEDS IN THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY,
TEXAS: VOL. 322/PG. 41, VOL. 343/PG. 284, AND VOL. 308/PG. 906.
7. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT AS PER CITY SPECS AND DESIGN.
B. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLE(S). DEVELOPER INSTALLS FIRST
10'. CITY INSTALLS REMAINDER.
C. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY
THE CITY)
D. DEVELOPER PROVIDES DIGITAL AUTOCAD 2002 VERSION OF PLAT AND/OR SITE PLAN. EMAIL
TO RBOLIN@CSTX.GOV.
E. DEVELOPER INSTALLS STREET LIGHTING PER CITY SPECS AND DESIGN.
F. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES.
G. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES
(INCLUDING STREET LIGHTING)
H. DEVELOPER IS RESPONSIBLE FOR OBTAINING A 10' PUE ALONG NORTH FOREST PARKWAY ON THE
STEPHEN M. SWETISH TRACT. ELECTRIC SERVICE WILL BE PROVIDED FROM ELECTRIC OVERHEAD
LINE EXTENSION FROM THE EAST AT EMERALD FOREST.
8. THE BLANKET EASEMENT TO THE CITY OF BRYAN (VOL. 141 /PG. 460) DOES APPLY TO THIS TRACT.
9. GULF STATES UTILITIES COMPANY EASEMENT (VOL. 130/PG. 223) DOES NOT APPLY TO THIS TRACT.
10. THE BLANKET EASEMENT TO HUMBLE PIPELINE COMPANY (VOL. 49/PG. 31) DOES APPLY TO THIS TRACT,
ALTHOUGH THE ACTUAL PIPELINE DOES NOT CROSS THIS TRACT.
FLOODPLAIN NOTES:
1. FLOOD ZONE "AE" - SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD. BASE FLOOD
ELEVATIONS DETERMINED.
2. FLOOD ZONE "X" UNSHADED - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN.
3. FLOOD ZONE "X" SHADED - AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE
DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS
PROTECTED BY LEVEES FROM 100-YEAR FLOOD.
LINE TABLE
LINE
LENGTH
BEARING
L1
185.33'
N38' 18'23"E
L2
63.10'
N38' 14'39"E
L3
69.39'
S48'33'36"E
L4
49.80'
S05'09'38"E
L5
90.00,
N41'46' 10"E
L6
13.16'
N41'46'10"E
L7
4.15'
S41'46' 10"W
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
39.57'
25.00'
90'40'40"
25.30'
35.56'
S02'53'30"E
C2
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86'46' 10"E
C3
15.75'
25.00'
36'05'25"
8.14'
15.49'
S23'43'27"W
C4
141.57'
50.00'
162'13'40"
319.80'
98.80'
N86'44'45"E
C5
15.75'
25.00'
36'05'25"
8.14'
15.49'
N30'11'07'V
C6
38.97'
25.00'
89'19'20"
24.71'
35.15'
S87'06'30"W
C7
39.57'
25.00'
90'40'40"
25.30'
35.56'
S02'53'30"E
C8
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86'46'10"E
C9
39.27'
25.00'
1
90'00'00"
25.00'
35.36'
NO3' 13'50"W
C10
38.97'
25.00'
89'19'20"
1 24.71'
35.15'
S87'06'30"W
PRELIM NARY PLA I
NORTH FOREST SUBDIVIS] N
20.819 ACRES
BLOCK 1, LOT 1 BLOCK 3, LOTS 1 THRU 28
BLOCK 2, LOTS 1 THRU 21 BLOCK 4, LOTS 1 THRU 14
MORGAN RECTOR LEAGUE, A-46
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNER: SCALE: 1'=60'
Henry Kapchinski OCTOBER, . 2003 (REV.)
700A Krenek Tap Road
College Station, TX 77840
DEVELOPER: ENGINEER:
North Forest, LLC
420 Tarrow
College Station, TX 77840 T CON
-' SURVEYOR: General Contractors
Brad Kerr, RPLS No. 4502 Ginger L. Urso P.E.
Kerr Surveying Co. g ,
505 Church Street, P.O. Box 269 1707 Graham Road
College Station, TX 77841 College Station, Texas 77845
(979) 268-3195 (979) 690-7711