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LEGEND
DIRECTION OF FLOW Dow-
SETBACK LINE
SWALE
FLOODPLAIN BOUNDARY LINES
EXISTING CONTOUR 248 — - ---
ponomED CrITOUR 248 - --- �--� --
` a SECTION OF BARBED WIRE FENCE f
TO BE REMOVED (APPROX.' 215')
25 2s� j SECTION OF BARBED WIRE FENCE
+ TO BE REMOVED (APPROX. 565')
PROPERTY LINE
. STANDING WATER ON A •`'�.
c$ :, SEE NOTE 9
WET DAY = 243.7' . FIELD
SURVEY CHECK BY BLEYL c;
�. & ASSOCIATES Qy
RIP RAP
r
� I`� �, `�`'• i •.. pr's.' .:..` �,..• ..' ... .' � �� `
SCHEDULE' °B ':
NTS
�
T10
VOL 304 PG. 237
CI OF BRYAN
20' WIDE BLANKET EASEMENT
M .NO
LANDSCAPING
C TY OF BRYAN
20' WIDE BLANKET EASEMENT
f�
VOL 98, P( 216
CITY:OF BRYAN
(20' WIDE) _.
VOL 407 P6. 800
O TY OF COLLEGE STATION
20' WIDE SAN. SEWER ESMT SHOWN
VOL 2085 P.C. 120
GUSDN BURLESON COUNTY GAS
`20' WIDE BLANKET EASEMENT
VOL 4371 P.G. 295
t'GATHERING SYSTEM .
EROSION CONTROL BLANKET
(SEE NOTE 15)
10 —m
VOL. 130 PG. 237
Q ? Raintree
29
10 —n
VOL. 307 PO, 310
OITY OF BRYAN
40' WIDE EASEMENT SHOWN
4A O Park
VOL 456 PG. 380
dULF STATES UTILITIES. COMPANY
115D' WIDE EASEMENT SHOWN
10—D
VOL 49 Pb. 18
ALIMBLE PIPE LINE COMPANY
BLANKET EASEMENT SHOWN AS
CRUSHED LIMESTONE
FiLIMBLE PIPE LINE COMPANY
STANDARD 50' EASEMENT
�FpSeGrp� �•c
7„���i�
XON PIPELINE COMPANY AND
_..
1TY OF COLLEGE STATION
N.
FLOODPLAIN MITIGATION AREA
1 PIPELINE COMPANY AND
ENCROACHMENT AGREEMENT
CITY OF COLLEGE STATION
ENTERGY POWER POLE �
10—q
VOL. 510. PC. 629
.'CITY OF COLLEGE STATION
40' WIDE 'EASEMENT SHOWN
CSU POWER POLE
` a SECTION OF BARBED WIRE FENCE f
TO BE REMOVED (APPROX.' 215')
25 2s� j SECTION OF BARBED WIRE FENCE
+ TO BE REMOVED (APPROX. 565')
PROPERTY LINE
. STANDING WATER ON A •`'�.
c$ :, SEE NOTE 9
WET DAY = 243.7' . FIELD
SURVEY CHECK BY BLEYL c;
�. & ASSOCIATES Qy
RIP RAP
r
� I`� �, `�`'• i •.. pr's.' .:..` �,..• ..' ... .' � �� `
SCHEDULE' °B ':
D NO•
�
T10
VOL 304 PG. 237
CI OF BRYAN
20' WIDE BLANKET EASEMENT
M .NO
VOL. 98 PG. 217
C TY OF BRYAN
20' WIDE BLANKET EASEMENT
VOL 98, P( 216
CITY:OF BRYAN
20' WIDE BLANKET EASEMENT
VOL 407 P6. 800
O TY OF COLLEGE STATION
20' WIDE SAN. SEWER ESMT SHOWN
VOL 2085 P.C. 120
GUSDN BURLESON COUNTY GAS
`20' WIDE BLANKET EASEMENT
VOL 4371 P.G. 295
t'GATHERING SYSTEM .
N/A—SOUTHWEST OF PROPERTY
10 —m
VOL. 130 PG. 237
4OLF STATES UTILITIES COMPANY
100' WIDE EASEMENT SHOWN
10 —n
VOL. 307 PO, 310
OITY OF BRYAN
40' WIDE EASEMENT SHOWN
10-0
VOL 456 PG. 380
dULF STATES UTILITIES. COMPANY
115D' WIDE EASEMENT SHOWN
10—D
VOL 49 Pb. 18
ALIMBLE PIPE LINE COMPANY
BLANKET EASEMENT SHOWN AS
VOL 49 PG. 33
FiLIMBLE PIPE LINE COMPANY
STANDARD 50' EASEMENT
VOL 513, Pd. 156
XON PIPELINE COMPANY AND
ENCROACHMENT AGREEMENT
1TY OF COLLEGE STATION
N.
VOL 854 PG. 599
1 PIPELINE COMPANY AND
ENCROACHMENT AGREEMENT
CITY OF COLLEGE STATION
10—q
VOL. 510. PC. 629
.'CITY OF COLLEGE STATION
40' WIDE 'EASEMENT SHOWN
10 —r
VOL. 1085, PG. 89
h6ITY OF COLLEGE STATION
PERPETUAL EASEMENT SHOWN
10 —s
I VOL 7239, F 3 , . 232
1 ,CITY OF COLLEGE STATION
PUBLIC UTILITY EASEMENT SHOWN
Xv .
GENERAL NOTES u,
1) UTILITIES WERE LOCATED ON OBSERVATION BY • .. x., f
FITTZ & SHIPMAN, INC. AND INFORMATION PROVIDED
BY THE CITY AND THE UTILITY COMPANIES. NO BELOW
GRADE EXCAVATIONS WERE MADE. THESE FACTS SHOULD
BE VERIFIED WHERE NECESSARY.
2) PLEASE USE THE TEXAS ONE CALL SYSTEM BEFORE ANY
EXCAVATION TAKES PLACE. CALL 1 -800- 545 -6005.
CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
LOCATING AND AVOIDING ALL UTILITIES.
3) IN ACCORDANCE WITH THE PROPOSED FLOOD
INSURANCE RATE MAP, FEDERAL EMERGENCY
MANAGEMENT AGENCY, COMMUNITY PANEL NO.
480083 0220 E DATED AUGUST 4, 2009. THE
SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE
"X ", "SHADED X" AND "AE ". FITTZ & SHIPMAN, INC,
AND PBS&J DO NOT WARRANT NOR SUBSCRIBE TO
THE ACCURACY OR SCALE OF SAID MAP.
4) BEARINGS ARE REFERENCED TO THE NAD83 TEXAS STATE
PLANE COORDINATE SYSTEM, CENTRAL ZONE #4203. DISTANCES
SHOWN REFLECT SURFACE AREA. THE VERTICAL DATUM IS
NAVD 1988 AND IS TIED TO LECIA CORS STATION IN COLLEGE
STATION, TX.
5) THIS PROPERTY IS ZONED ' -0" AS ESTABLISHED 8Y THE
CITY OF COLLEGE STATION'S GIS MAPPING SYSTEM.
6) ACCESS ROAD TO SUBSTATION TO BE GRADUALLY
SLOPED DOWN TO MATCH THE ELEVATION OF THE
ROADWAY INSIDE THE SUBSTATION AT THE ENTRANCE
GATE. SLOPE SHALL NOT EXCEED 5% AT ANY POINT.
ACCESS ROAD DETAIL PROVIDED BY ENTERGY. GRADING AND
DRAINAGE CALCULATIONS AND DRAWINGS PROVIDED BY
BI EYL & ASSOCIATES.
7) NO PUBLIC WATER OR SANITARY SEWER WILL BE EXTENDED
TO THIS PROPERTY AS PART OF THIS SITE DEVELOPMENT.
.
8) CONTROL HOUSE WILL BE 24' X 24 (576 SQ. FT.) AND 10'
TALL. THE EXTERIOR WILL BE MADE OF CONCRETE WITH AN
EXPOSED AGGREGATE FINISH COLORED GREYSTONE GRAY.
ALL DESIGN AND ENGINEERING PROVIDED BY MODULAR CONNECTIONS
r A
—4 / v , POND 1 A
r
SEE NOTE 12 '
ANITARY SEWER LEGEND
DRAINAGE SWALE IN. WATER DEMAND 0 GPM
15 FT. PRIVATE DRAINAGE EASEMENT cV �` f �w MAX. WATER DEMAND 0 GPM
AVE. WATER DEMAND 0 GPM
�' ' Y r ... y. ..' •< 1 '
24
MAX f REMAINDER OF MAX. SEWER LOADING 0 GPM
V
� . ♦; " `` BRYAN D. JONES,
N CHARLES ERIC JONES AND
NOW OR FORMERLY h N MARSHALL B. JONES
RICHARD SMITH r V ' : /,'' VOL 6488. PG. 248, O•P.R,B.C.
+ .. 2 �S TRACT THREE ES 45.12 ACRES AND
VOL 328, PC%
" N
(CALLED 77.62 ACRES) VOL 6875,PG 19i. 4.
(TRACT ONE- 46.12 ACRES AND
ZONING A -0 co ;R" #
ZONING A -0
C.S.U. TRANSFORMER
SEE NOTE 10 r� + %'+}�
-� PROPERTY LINE
,
PROPOSED 15FT C.S.U. \.
,
ELECTRICAL EASEMENT •:. r = • � •., f�� . #�' � s
Ln
•
Cx
1x
g•
2 �-..',.:. + .. •• '., .• - -
9) THE WATERING TANK AREA WILL BE CLEARED AND ALL UNSUITABLE/ O 2 r PVC TO C.S.U. s ' '�.�►
ORGANIC MATERIAL WILL BE REMOVED AND REPLACED WITH STRUCTURAL '� :, •, ca
...
FILL AND REGRADED TO THE ELVEATIONS SHOWN BY THE CONTOURS ON
CIV
THE DRAWING. THE STRUCTURAL FILL SHALL HAVE MEASURED PLASTICITY .�• . ,: "..;...,: ,,•. 4 •;� N - _
.....:....
INDICIES OF 10 TO 20 AND LIQUID LIMITS LESS THAN 407., AND SHOULD
\ 4k
{ ,r
BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIAL ALL FIRE LANE SIGN ', ' .•� -.• ,.,.... .. :,�' '.� � < -' \�'
FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY AT MOISTURE CONTENT OF NOT LESS THAN 1% BELOW ...'� >. a. ` � • -�, '+ y� ";. �; ' i ^ °' # -, ,. " '" ;• � l D � � . -' '�_
AND NOT MORE THAN 3% ABOVE OPTIMUM MOISTURE CONTENT. SEE NOTE 10
1
• s .
10 A NO FIRE PROTECTION AVAILABLE FOR THIS SITE SIGN WILL
•
' )
•
BE LOCATED AT THE PROPERTY E NTRANC E AND ON THE � •• - ••••• - "';,,' - -• •p -, a7 "' %*/
,
SUBSTATION ENTRANCE: j ...,.,.... , • z.... :...._..... .......,x..... a , ,� �F ••'�- . .. _ _ _ - _ - _
11) EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS
OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE
.p
x a
LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING SEE NOTE 8
',R. •'' �° � / , f
AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. +�
6 ti,
FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED
CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
p +
14
12) AN 8' TALL WOOD PRIVACY FENCE WILL BE PLACED 2' OUTSIDE OF C • .•:: ::.,. J\ �/ ;x __ �__ N Q�
THE SUBSTATION CHAIN LINK FENCE AROUND ALL FOUR SIDES.
13) USE LANDLOK S1 EROSION CONTROL BLANKET BY PROPEX ,. • f ��' , 2 /
! GEOSYNTHETICS OR APPROVED EQUAL. HYDROSEED OVER THE EROSION N � , w <l *'' - - 44 -
:
CONTROL BLANKET AREA TO RE- ESTABLISH VEGETATION. :-
y 5
14) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PARKING, DECORATIVE'
' ROCK NOT LOOSE). OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT
ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, mo o° 5� �°g'o� r ;; ;% 20' WI ACCESS '„ : -' PROPERTY LINE
"
RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING•. 6" CRU HED LI STONE vi ` EE 13 �: /
CONSTRUCTION. ' " NOTE
:
y
a eF�'4�'' ::c' :,!' (SEE TE 6) �7 "r ; + : a (o
�/
15 FLOODPLAIN MITIGATION AREAS WILL BE MAINTAINED BY ENTERGY TO "' f ° ;
ENSURE THEY CONTINUE TO FUNCTION PROPERLY. LO
�y. \ q
GROUND 16) THE 251' CONTOUR IS BASED ON A GR ND SURVEY PROVIDED BY a:: R) ro
FITTZ &SHIPMAN. INC. 4f , Zg9 `yh ti� N '�
17) SCHEDULE B PROVIDED BY FITTZ & SHIPMAN, INC.
18) WATER AND SANITARY SEWER INFORMATION PROVIDED BY ENTERGY. � j '�' �% f'�y a p 4 r'
a Q a ' opt f
..• o
• PROPERTY LINE ,. >, ♦S` �, ..L
:
- v L :
• V
3 •
,
:M
.:: ''s APPROXIMATE LOCATION OF 100 -YEAR ' ;. : ♦� C� ,�'�' �•
' OF
fy <iy FLOODPLAIN BOUNDARY _ a; MCP . ., �'
•CJ
t Pt
.... • EL.) `. X15+
(251 BASE FLOOD fib. s - ._ ' �►`�' � •° �`••
r.
(SEE NOTE 16) ti :f � t •�®
.... •+
NOW OR FORMERLY K . `'a `246_ . : : 1�•wti.•aaw......•••°•w•eo ii .��
s .� q
_
/. J£f . R EY .. I
\ CITY OF COLLEGE STATION '
VOL 36% PM 3, DJLB.G
• • . • 4 .•�
,.- MMAANHOLE 38
+ (CALLED 9.74 ACRES) < �` � � ,3��•.
{ir
2 ....
ZONING - "�. . -, g',�`�,�� •
,
•'t Va
244
•s
(/
_
'
SUBSTATION 47
1
V
,
SIT 'x''41 P
OF
M
:
• r
I°JT I t� ' S' IT I-I SrrArrTnkT
•�i .., •`., . '� '° =. TREE � / .. � PROPERTY LINE °
I ]E�AWII�TG: SP I
,`A 'a , ,. ♦* LOT 1 BLOCK: 1
T NOW OR FORMERLY 16 ACRES
C. CARL KOLBE
2 `_. VOL 2866. PQ 126. QP.R.B.C.
COLLEGE STATION
e lk, �� '', VOL 3213. PG. 335, O.P.R.B.G.
=,. V40L 3213, PG. 339, Q
cC 7
ZO A 0 P.R.B.C.
BRAZOS COUNTY, TEXAS (7
HORSE HAVEN ESTATES
VOL 4265, PG 35, 0•P.R•B.C.
ZONING A -0 . . . . . . . . . . MAY 2010 �5 • n e to
THE PROPOSED CONTOURS AROUND THE SWITCH STATION WERE "> PREPARED BY: LARRY MCVAY PREPARED FOR: ENTERGY TEXAS, INC,
RE -DRAWN TO PROVIDE A SWALE THAT DRAINS TOWARDS THE '
ENTERGY SERVICES, INC. 1050 IH -10 NORTH
NORHTEAST SIDE OF THE SUBSTATION AND TO THE SOUTHWEST. PHONE (504) 463 -2993 BEAUMONT, TEXAS 77702
PHONE 800 968 -8243
THE CONTOURS FOR THE FLOODPLAIN MITIGATION AREA WERE JEFFREY KESSEL, PE # 66623 ( )
PBS &J TBPE Reg # F -474 AND
PHONE (512) 327 -6840 BRYAN D. JONES
RE -DRAWN AS WELL. CHARLES ERIC JONES
SCALE: 1" = 60' MARSHALL B. JONES
DATE: 05 -17 -10 COLLEGE STATION, TX
An M
PLANT LIST
Key
Quantity
Size
Common Narre (Botanical Name)
I
Non - Canopy Tres
0
45
2 • Cal.
Cedar Elm (Uimus craseifoia)
8/10' HL, 3/4' Sp., Method
(15 Gal.)
r
8'-0• ClearTnrnk Min., Container
O 15
5 Gal.
Elasagnus (elaeagnus ebbkWQ
24• Height Min., Rooted, Full
70
5 GaL
Green Claud Sage (Laucophyuum kdesoens
- 24' Height Min., Rooted, Full
'Green C")
O 23
5 Gal.
Spineless Pricidey Pear (Opurdia sp)
18' Height Min., Rooted, Full
15
5 Gal.
Century Plant (Agave americans)
24• Height Min., Rooted, Full
O 9
5 Gal.
Spanish Dagger (Yucca glorioss)
24' Height Min., Rooted, Full
Hyd rowed
�S
41
SF
Hydro-
seed
Common Bermuda (Cynodon dactylon)
•
Sri iiw: i -e :: :o.
(Seed Harvested within 9 mos. of Installation.)
(Apply April 15 through OcL 1 ONLY)
Wood Fiber Rate: 3000# /so
f
Guaranteed Stand: 10 plants 1 SF
r
l`
lop
_
o
M
i'
ail
EYJSTING
• '
f
An M
i r i 1
DIRECTION OF FLOW
LANDSCAPING AREA + + + + + + + + + + + + { + ++
+ + + + + + + +
EROSION CONTROL BLANKET
(SEE NOTE 1)
77 .7 CRUSHED LIMESTONE
MITIGATION AREA 0 0 0 0 0 0
FINAL ELEVATION, FT. 253.5'
EXISTING CONTOUR gas
FINAL GRADE 245
CORRUGATED METAL e
CULVERT PIPE
I111IkilillI 7:
HYDRO
HYDROSEED (OVER EROSION CONTF
-- - _ ___ - - - -I I -. ATIO _ -
No Irrigation system will be installed. The landscape will be tw*jA- wW for ore year by a privately hired landscape maintenance
company to insure plant material establishment The drought tobient plant materiel will then be left to gnaw relying on naturally
oocxrmirtg rainfall events.
NOTES:
1. Erosion conbot blanket to be LANDLOK S1 by PROPEX GENSYNTHETICS or approved equal.
2. An V wood privacy fence (ceder) will be placed 2' outside of the substation chain link (security) fence an all bur sides.
100 % coverage of groundoover, decorative !raving, decorative rock (not loose), or a perennial grass is required in paridng
lot islands, swales and drainage areas, the parking setback, rights-of-ma, and adjacent property disturbed during consbuclion.
SPINELESS PRICE
GR
8' WC
20' L
OF
°s
.............................
ROBERT B. RUTH
......................
1434
PLANT LIST
Key
Quantity
Size
Common Narre (Botanical Name)
Comments
Non - Canopy Tres
0
45
2 • Cal.
Cedar Elm (Uimus craseifoia)
8/10' HL, 3/4' Sp., Method
(15 Gal.)
Shrubs
8'-0• ClearTnrnk Min., Container
O 15
5 Gal.
Elasagnus (elaeagnus ebbkWQ
24• Height Min., Rooted, Full
70
5 GaL
Green Claud Sage (Laucophyuum kdesoens
- 24' Height Min., Rooted, Full
'Green C")
O 23
5 Gal.
Spineless Pricidey Pear (Opurdia sp)
18' Height Min., Rooted, Full
15
5 Gal.
Century Plant (Agave americans)
24• Height Min., Rooted, Full
O 9
5 Gal.
Spanish Dagger (Yucca glorioss)
24' Height Min., Rooted, Full
Hyd rowed
41
SF
Hydro-
seed
Common Bermuda (Cynodon dactylon)
Seed Rata: 10# / 5000 SF
(Seed Harvested within 9 mos. of Installation.)
(Apply April 15 through OcL 1 ONLY)
Wood Fiber Rate: 3000# /so
Guaranteed Stand: 10 plants 1 SF
i r i 1
DIRECTION OF FLOW
LANDSCAPING AREA + + + + + + + + + + + + { + ++
+ + + + + + + +
EROSION CONTROL BLANKET
(SEE NOTE 1)
77 .7 CRUSHED LIMESTONE
MITIGATION AREA 0 0 0 0 0 0
FINAL ELEVATION, FT. 253.5'
EXISTING CONTOUR gas
FINAL GRADE 245
CORRUGATED METAL e
CULVERT PIPE
I111IkilillI 7:
HYDRO
HYDROSEED (OVER EROSION CONTF
-- - _ ___ - - - -I I -. ATIO _ -
No Irrigation system will be installed. The landscape will be tw*jA- wW for ore year by a privately hired landscape maintenance
company to insure plant material establishment The drought tobient plant materiel will then be left to gnaw relying on naturally
oocxrmirtg rainfall events.
NOTES:
1. Erosion conbot blanket to be LANDLOK S1 by PROPEX GENSYNTHETICS or approved equal.
2. An V wood privacy fence (ceder) will be placed 2' outside of the substation chain link (security) fence an all bur sides.
100 % coverage of groundoover, decorative !raving, decorative rock (not loose), or a perennial grass is required in paridng
lot islands, swales and drainage areas, the parking setback, rights-of-ma, and adjacent property disturbed during consbuclion.
SPINELESS PRICE
GR
8' WC
20' L
OF
°s
.............................
ROBERT B. RUTH
......................
1434