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S
HARL E ENGINEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
JPS
EL
JPS
09 -GPI -7
DECEMBER 2009
10 5 0 10
SCALE IN FEET
POOL ADDITION
THE BARRA
SYMBOL
SIZEME
(A
& TYPE
QUANTITY
POINT
VALUE
TOTAL
POINTS
IL
LIVE
OAK
•
>2.0"
(quercus
virginiana)
2
150
300
2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER
CANOPY
I'
PRESSURE VACUUM BREAKER, A REDUCED PRESSUREf
SH,
UMARD
OAK
ACK:
>1%2'!
(quercus
23
shumardii)
2
75
150
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TE.
TED
CANOPY
UPON INSTALLATION AS PER CITY ORDINANCE 2394.
>1Y211
CRAP
(lag
rst
E MYRTLE
emia indica)
3
40
120
N'
NL
CANOPY
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DNA(
5 GAL.
EA
(Junlperus
GREEN
JUNIPER
chinensls)
26
10
260
TOTAL: 836
UDA TURF - HYDROSEED OR SOD
LIMITS
OINTS PER PROJECT AREA:
X111456 SQUARE FEET OF SITE AREA
� 11,456 SF / 1,000 = 11.456
11.5 x 30 = 345 POINTS
TREET CAPE:
'(15-14'/ 50) x 300 POINTS = 91 POINTS
(115.14'/ 32) = 1 CANOPY TREE OR 2 NON -CANOPY TREES
OTA►L POINTS REQUIRED: 436 POINTS
IN111UM POINTS REQUIRED: 800 POINTS
OTAL POINTS PROPOSED: 830 POINTS
POINTS FROM CANOPY TREES: 450 POINTS (54%)
NOTE:
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANT IGS
V
IL
BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED.
2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER
PRESSURE VACUUM BREAKER, A REDUCED PRESSUREf
PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK 13
ACK:
FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE
23
4.,
► --- -
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TE.
TED
UPON INSTALLATION AS PER CITY ORDINANCE 2394.
4. 100% COVERAGE OF GROUNDCOVER, DECORATIVE P ,'
ING
DECORATIVE ROCK ( NOT LOOSE) , ORA PERENNIAL;,'
RA
l
REQUIRED IN PARKING LOT ISLANDS, SWALES AND DNA(
E
AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY,
ND
ADJACENT PROPERTY DISTURBED DURING CONSTRU
TION!
SUBDIVISION - PHASE
COLLEGE STA TION, TEXAS
N
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: 09 -GPI -7
Run Set: 1
S
e`
�R
Mainline Loss
Type
Type
Meter
Static Pressure
Static Pressure
90 psi
Service Line
Service Line
0 psi
Meter Loss
Run Set: 3
0.262 psi
Run Set 7
Mainline Loss
Mainline Loss
Type
Valve Loss
Meter
Static Pressure
0 psi
90 psi
Service Line
Run Set: 2
0 psi
Run Set: 3
8 psi
Run Set: 4
16.471 psi
Run Set: 5
psi
73 p
.
Run Set: 6
0.6
in/hr
I
r
d�
30 psi
0.19 gp
rn
15
Type
Meter
Type
Q
Meter
Type
30 psi
Meter
Type
15
Meter
Type
Meter
Static Pressure
90 psi
Static Pressure
30 psi
90 psi
Static Pressure
90 psi
Static Pressure
24
90 psi
Static Pressure
90 psi
Service Line
0 psi
Service Line
112
0 psi
Service Line
7
0 psi
Service Line
---T0.394
MP1000 90-2100
0 psi
Service Line
0 psi
Meter Loss
0.665 psi
Meter Loss
0.147 psi
Meter Loss
0.328 psi
Meter Loss
psi
Meter Loss
1 psi
Run Set 7
MoNg"NOMEM
Mainline Loss
Mainline Loss
Type
Valve Loss
Meter
Static Pressure
0 psi
90 psi
Service Line
Elevation
0 psi
Meter Loss
8 psi
0.107 psi
MoNg"NOMEM
Mainline Loss
Mainline Loss
0.13 psi
Valve Loss
1.539 psi
Lateral Loss
0 psi
Fittings Loss
0.013 psi
Elevation
0 psi
Sprinkler Requirement
8 psi
Total Design Pressure
16.471 psi
Residual Pressure
psi
73 p
.
Sprinkler Zone Data
AN"AWNWEEM
Mainline Loss
0.28 psi
Valve Loss
1.9 psi
Lateral Loss
0 psi
Fittings Loss
0.028 psi
Elevation
0 psi
Sprinkler Requirement
8 psi
Total Design Pressure
18.808 psi
Residual Pressure
71.192 psi
Sprinkler Zone Data
AN"AWNWEEM
364.98
Mainline Loss
0.01 psi
Valve Loss
1.258 psi
Lateral Loss
0.069 psi
Fittings Loss
0.008 psi
Elevation
0 psi
Sprinkler Requirement
30 psi
Total Design Pressure
37.48 psi
Residual Pressure
52.52 psi
3
364.98
Sq/Ft
1.79
gpm
0.75
in/hr
4
763.79
Sq/Ft
4
gpm
0.52
in/hr
5
765.83
Sq/Ft
4.8
gpm
0.6
in/hr
Drip • - Data
1
213.17
Sq/Ft
191.7
gph
1.44
0.379 psi
in/hr
2
437.79
Sq/Ft
393.3
gph
1.44
39.415 psi
in/hr
7
87.98
Sq/Ft
78.3
gph
1.43
Hunter MP Left Strip
in/hr
v
4 1/2"
mom
Mainline Loss
0.08 psi
Valve Loss
1.7 psi
Lateral Loss
0.379 psi
Fittings Loss
0.046 psi
Elevation
0 psi
Sprinkler Requirement
30 psi
Total Design Pressure
39.415 psi
Residual Pressure
50.585 psi
mom
Mainline Loss
0.35 psi
Valve Loss
1.86 psi
Lateral Loss
0.359 psi
Fittings Loss
0.071 psi
Elevation
0 psi
Sprinkler Requirement
30 psi
Total Design Pressure
40.268 psi
Residual Pressure
49.732 psi
SERGEANT
5
5
A\
0
Irrigation
Sprinklers
ANN""Nolesm
Mainline Loss
0.18 psi
Valve Loss
1.9 psi
Lateral Loss
3.274 psi
Fittings Loss
0.345 psi
Elevation
0 psi
Sprinkler Requirement
25 psi
Total Design Pressure
39.831 psi
Residual Pressure
50.169 psi
Irrigation
Sprinklers
ANN""Nolesm
Mainline Loss
0.03 psi
Valve Loss
1.161 psi
Lateral Loss
0 psi
Fittings Loss
0.003 psi
Elevation
0 psi
Sprinkler Requirement
8 psi
Total Design Pressure
15.112 psi
Residual Pressure
74.888 psi
e ,
;Meter
(k
�I
f
f
r
Size
3/4
inch
meter
Static Pressure
99
i si
K Copper
Elevation Change
0 ft
e
oPp e
1j7{ rC
(k
Hunter 10A-90 - PROS -04
10A
30 psi
0.49 g
Ipn
10
Pipe Category
Type
4
K Copper
Size
Pipe
Ty
e
oPp e
Length
0 ft'
ft
_�
Velocity
5 fps
Hunter MP Left Strip
MPStrip
Maximum Recommended Flow i' 12.�l2�I gpm
Available Working Pressure 81 psi
Sprinklers I j
1
(k
Hunter 10A-90 - PROS -04
10A
30 psi
0.49 g
Ipn
10
ft
4
1
Hunter AFB
AFB
25 psi
2 gpm
CHECKED BY:
0
ft
_�
1
Q
Hunter MP Left Strip
MPStrip
30 psi
0.19 gp
rn
15
x 5 ft
3
Q
Hunter MP Right Strip
MPStrip
30 psi
0.19 g'
15
x 5 ft
2
0
Hunter MP Side Strip - Reduced
MPStrip
30 psi
0.27 gpm
24
X 4 ft
24
Hunter MP1000 180°
MP1000 90-2100
30 psi
0.32 grim
112
ft
7
Q
Hunter MP1000 900
MP1000 90-2100
i 30 psi
0.16 gp
m
12
ft
Water Source
�r OM T34 inch meter
Backflow Devices
1 Q Febco 850 - 1"1850-1"
Control Valves I�
7
(k
Hunter SRV -100G -S
SRV -100G -S
1
(V)
Rain Bird 100 -DV
100 -DV
Irrigation Accessories
Lateral Line Pipe
567.58 ft Class 315 1/2"
7.85 ft Class 200 3/411
201.05 ft ------ Class 200 11'
6.27 ft 0 Schedule 40 2"
I Rain Bird LD -09-12
197.92 ft
Hunter PC -900
PC -900
1
c�
-Hunter WRC
WRC
1
Hunter Y Strainer
G 9
1
Dd
Nibco 1" isolation valve
I Fall
Lateral Line Pipe
567.58 ft Class 315 1/2"
7.85 ft Class 200 3/411
201.05 ft ------ Class 200 11'
6.27 ft 0 Schedule 40 2"
I Rain Bird LD -09-12
197.92 ft
14 Gauge -Common
0
545.34 ft
c�
16 Gauge -Control
0
JOB NUMBER:
I
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REVISIONS:
None
DATE:
c�
12/28/2009
JOB NUMBER:
PRopCSDEC
G 9
Q�
Joseph A. MCI
I Fall
CHECKED BY:
0
N/A
_�
..
U-
C:,G
(1)
CL
c
2
®CUCM
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LU
cea
-)"a�Nai
M
0
REVISIONS:
None
DATE:
12/28/2009
JOB NUMBER:
PRopCSDEC
G 9
DRAWN BY:
Joseph A. MCI
I Fall
CHECKED BY:
N/A
SCALE:
1" =10
SHEET:
1 of 1
I,
HAUPT FAMILY
PARTNERSHIP
ZONED A-0
NOT PLATTED
EXISTING 12"
SEWER LINE
0
01
15' PRIVATE ----ii:.,
_DRAIINAPE
EASEMENT
EXISTING
CONCRETE
CHANNEL
EXISTING
-24" PIPES
NOTE: ADJUST TOP OF kE
EXISTING SEWER MANHOLE AND
EXISTING JUNCTION BOX
EXISTING
TO MATCH PAVEMENT
8" SEWER
V
LINE
Ai
r -in
......... .........
ROW
LINE
LOT 23
STING
GREENS PRAIRIE INVESTORS, LTD. PARKING
A HOLE
ZONED R-3 SPACES
I
STANDARD EXISTING
I CURB 36" PIPE 20' PUE
51
PUE
z
24'
>
U L
4, D PROPOSED CROSS
-A_CC`ESS
TO BE MAINTAINED
SUBDIVISION HOA
23.5'YPROPOSED
WATER
tP METER
PROPOSED
12" CURB ELECTRICAL
0 PEN I 9G-- TRANSFORMER
T
9, Typ.
> L
END
STi\NDARD
E -i
z
FXISTING
I" SEWER
';FRVICE
EXISTING
>\ F -INLET
FIRE YDRANT
117.6' FRO Y CORNER
OF OOL AREA
EXISTING
WATER 1)/2"
SERVICE
CURB
EQUIP
UME TO
At> /_I�' CURB -1, 3 H --------
I's
EXISTING
CONCRETE
RIPRAP:
S.
WILLIAMS GATE SUBDIVISION
DETENTION POND
S-
S
FXISIINC
24" P I PI.
-S
EXISTING 8" J
SEWER LINE
THE SEAL APPEARING ON
HA'ID-\,LE ENGINEERUNG COMPANY DOCUMENT WAS AUTHORIZEDTHIS BY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE
3002 TEXAS AVENUE SOUTH NO. 65889 ON FEBRUARY 15, 2010.
COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS EL JPS 09 -GPI -7 FEBRUARY 2010
SITE SPECIFIC NOTES:
SKETCH OF FIRE HYDRANT
LOCATION
ELECTRICAL NOTES:
UTILITY DEMAND
1.
THE DEVELOPER OF THE PROPERTY IS GREENS PRAIRIE INVESTORS, LTD. THE SUBJECT
PROPERTY
EXISTING
1.
DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND
36" PIPE
Omni!
`.` 7311
IS COMMON AREA NO. 5 OF THE BARRACKS SUBDIVISION, PHASE 2. PROPERTY IS ZON
PROPOSED is)
1
�:
WATERLINE /
3/4" DOMESTIC WATER METER
3$'
6.1 11
'1 0 1 7
RESIDENTIAL - TOWNHOUSE.
2- 31"
__4 - , 3" 2
I _L I
AVERAGE 1 GPM
1- L o #4 BARS
MAXIMUM (PEAK) 72 GPM
-EXISTING
4" SANITARY SEWER LINE
36" PIPE
DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER
fill
.....EXISTING
PROPOSED BUILDING A IS 1 STORY, 151 HIGH, 225 SF AND FF=306.50.
iglm.�l
COMMON AREA NO. 5
JUNG. Box
POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALLS
LOT 22
PUBLIC UTILITY EASEMENT LINE
PARKING
SPACES
Y- F:
REMAINDER.
CURB
EQUIP
UME TO
At> /_I�' CURB -1, 3 H --------
I's
EXISTING
CONCRETE
RIPRAP:
S.
WILLIAMS GATE SUBDIVISION
DETENTION POND
S-
S
FXISIINC
24" P I PI.
-S
EXISTING 8" J
SEWER LINE
THE SEAL APPEARING ON
HA'ID-\,LE ENGINEERUNG COMPANY DOCUMENT WAS AUTHORIZEDTHIS BY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE
3002 TEXAS AVENUE SOUTH NO. 65889 ON FEBRUARY 15, 2010.
COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS EL JPS 09 -GPI -7 FEBRUARY 2010
SITE SPECIFIC NOTES:
SKETCH OF FIRE HYDRANT
LOCATION
ELECTRICAL NOTES:
UTILITY DEMAND
1.
THE DEVELOPER OF THE PROPERTY IS GREENS PRAIRIE INVESTORS, LTD. THE SUBJECT
PROPERTY
1.
DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND
Omni!
AVERAGE 1 GP
IS COMMON AREA NO. 5 OF THE BARRACKS SUBDIVISION, PHASE 2. PROPERTY IS ZON
---D R-1`
MAXIMUM (PEAK) 19 GP
DESIGN.
3/4" DOMESTIC WATER METER
3$'
6.1 11
'1 0 1 7
RESIDENTIAL - TOWNHOUSE.
2- 31"
__4 - , 3" 2
I _L I
AVERAGE 1 GPM
1- L o #4 BARS
MAXIMUM (PEAK) 72 GPM
3
0 N4" X 18" SMOOTH
4" SANITARY SEWER LINE
2.
DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER
fill
2.
PROPOSED BUILDING A IS 1 STORY, 151 HIGH, 225 SF AND FF=306.50.
iglm.�l
COMMON AREA NO. 5
POOL BOUNDARY
POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALLS
171
PUBLIC UTILITY EASEMENT LINE
POOL FENCING -'6' WROUGHT IRON
Y- F:
REMAINDER.
20
CRAWFORD BURNETT LEAGUE, A-7
3.
THE DEVELOPED AREA FOR THIS PROJECT IS 0.263 ACRES (11,456 SF).
14-2
m PROPOSED WATER METER
COLLEGE STATION, BRAZOS COUNTY, TEXAS
'CbRDING
�o
.Ltd
3.
DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS
ill
4.
NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR FLOODPLAIN AO,
TO
AND DESIGN.
Greens Prairie Investors, Ltd. HARLE ENGINEERING COWANY!,
THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORI
ATED
4490 Castlegate Drive TBPE Firm Reg. No. 4538
AREAS, COMMUNITY NO. 481195, PANEL NO. 0143C, MAP NO. 48041CO182C. EFFECTI\F
DATE;
Ci Station, TX 77845 3002 Texas Avenue South
4.
DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND
JULY 2, 1992.
DESIGN. (PULL BOXES PROVIDED BY CITY.)
SURVEYOR: P. 0. Box 11587
5.
DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN.
5.
DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF
Brad Kerr, RPLS No. 4502
Kerr Surveying, LLC 979.693.7191rz
PLAT AND/OR SITE PLAN.
6.
LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE
&
(97 268-3195
IRRIGATION PLANS.
6.
DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
7.
THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
7.
ALL EASEMENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES
WILL BE DESIGNED- WITHIN EXISTING EASEMENTS.
8.
THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING.
9.
CONTRACTOR IS TO VERIFY . THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTI
IG UTILITIES
8.
DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT
AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT,
AT LEAST
DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES
48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAM
GE DONE
AND EXTEND AS REQUIRED.
TO EXISTING FACILITIES. CALL 1-800-DIG-TESS.
9.
IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER
OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH
10.
TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL
11.
ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN COLLEGE
STATION
200
3
LAYOUT.
STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STAT
IN STAT,
DAR)
SPECIFICATIONS FOR STREETS & 'DRAINAGE.
12.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10�10F
THE
LIDO
THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE
SHAL
DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MAN,
JER TH
THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
T
VICINIY MAP
13.
5 PARKING SPACES (1 PER 250 SF OF DEVELOPED AREA) ARE PROVIDED FOR THIS
E TE. US.
Of
THIS FACILITY IS LIMITED TO SUBDIVISION RESIDENTS.
14,
THE WATER SERVICE SHALL BE IN ACCORDANCE WITH THE BRYAN -COLLEGE STATION 8111,
ANDAR
FIVI 2818
WATERLINE DETAIL, FIGURE W2-01. SEE SHEET C3 FOR DETAIL.
15.
THE SEWER SERVICE SHALL BE IN ACCORDANCE WITH THE BRYAN -COLLEGE STATION
STANDARD
SEWER DETAIL, FIGURE S2-00. SEE SHEET C3 FOR DETAIL.
RR PROPOSED RESTROOM - 64 SF EACHL-.-,!
cyppvcsk EQUIP PROPOSED EQUIPMENT ROOM - 97 SF
10 5 0 10 ak r#Vi PROPOSED SHADE STRUCTURE
SCALE IN FEET 20' DIAMETER
PROPOSED ELECTRICAL TRANSFORMER
EXISTING SEWER LINE
POOL ADDITION FOR
THE BtSRRACKS
SIiBIJIVISION PHASE 2
COLLEGE STATION., TEXAS
PROJECT
LOCATION
E V -Al"
SKETCH OF FIRE HYDRANT
LOCATION
POOL ADDITION
UTILITY DEMAND
OF
-24"
WATER DEMAND
6" _15-i
MINIMUM 0 GPI
Omni!
AVERAGE 1 GP
FIE
5"
MAXIMUM (PEAK) 19 GP
12 0-1 -0 1
4
3/4" DOMESTIC WATER METER
3$'
6.1 11
'1 0 1 7
SANITARY SEWER DEMAND
2- 31"
__4 - , 3" 2
I _L I
AVERAGE 1 GPM
1- L o #4 BARS
MAXIMUM (PEAK) 72 GPM
3
0 N4" X 18" SMOOTH
4" SANITARY SEWER LINE
--t-4 " CURB DETAIL EXPANSION DOWELS
fill
iglm.�l
COMMON AREA NO. 5
POOL BOUNDARY
19
171
PUBLIC UTILITY EASEMENT LINE
POOL FENCING -'6' WROUGHT IRON
Y- F:
1
20
CRAWFORD BURNETT LEAGUE, A-7
2 2 21
14-2
m PROPOSED WATER METER
COLLEGE STATION, BRAZOS COUNTY, TEXAS
�o
.Ltd
R JN
ill
CONCRETE POOL DECK
RR PROPOSED RESTROOM - 64 SF EACHL-.-,!
cyppvcsk EQUIP PROPOSED EQUIPMENT ROOM - 97 SF
10 5 0 10 ak r#Vi PROPOSED SHADE STRUCTURE
SCALE IN FEET 20' DIAMETER
PROPOSED ELECTRICAL TRANSFORMER
EXISTING SEWER LINE
POOL ADDITION FOR
THE BtSRRACKS
SIiBIJIVISION PHASE 2
COLLEGE STATION., TEXAS
PROJECT
LOCATION
E V -Al"
SKETCH OF FIRE HYDRANT
LOCATION
POOL ADDITION
UTILITY DEMAND
OF
-24"
WATER DEMAND
6" _15-i
MINIMUM 0 GPI
cl__
AVERAGE 1 GP
FIE
5"
MAXIMUM (PEAK) 19 GP
12 0-1 -0 1
4
3/4" DOMESTIC WATER METER
3$'
6.1 11
'1 0 1 7
SANITARY SEWER DEMAND
2- 31"
__4 - , 3" 2
I _L I
AVERAGE 1 GPM
1- L o #4 BARS
MAXIMUM (PEAK) 72 GPM
3
0 N4" X 18" SMOOTH
4" SANITARY SEWER LINE
--t-4 " CURB DETAIL EXPANSION DOWELS
TYPICAL SECTION
NTS LEGEND
COMMON AREA NO. 5
POOL BOUNDARY
171
PUBLIC UTILITY EASEMENT LINE
POOL FENCING -'6' WROUGHT IRON
Y- F:
1
c
PROPOSED 4" SEvVER LINE & CLEANCL
DTS
CRAWFORD BURNETT LEAGUE, A-7
W PROPOSED 1" WATER SERVICE LINE
14-2
m PROPOSED WATER METER
COLLEGE STATION, BRAZOS COUNTY, TEXAS
PROPOSED SIDEWALK
.Ltd
R JN
CONCRETE POOL DECK
RR PROPOSED RESTROOM - 64 SF EACHL-.-,!
cyppvcsk EQUIP PROPOSED EQUIPMENT ROOM - 97 SF
10 5 0 10 ak r#Vi PROPOSED SHADE STRUCTURE
SCALE IN FEET 20' DIAMETER
PROPOSED ELECTRICAL TRANSFORMER
EXISTING SEWER LINE
POOL ADDITION FOR
THE BtSRRACKS
SIiBIJIVISION PHASE 2
COLLEGE STATION., TEXAS
PROJECT
LOCATION
E V -Al"
1 .0
POOL ADDITION
m
OF
S1 TE PLA
'THE BARRACKS SUBDIVISIO
cl__
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FIE
q.
M
PHASE
0 +2'!
0.267 ACRES
LRJI-
13 +w
COMMON AREA NO. 5
171
110
Y- F:
1
4 D
T
CRAWFORD BURNETT LEAGUE, A-7
14-2
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 10' DECEMBER 2009
R JN
OWNER/DEVELOPER: ENGINEER:
Greens Prairie Investors, Ltd. HARLE ENGINEERING COWANY!,
4490 Castlegate Drive TBPE Firm Reg. No. 4538
Ci Station, TX 77845 3002 Texas Avenue South
(979) 690-7250 College Station, Texas 77845
SURVEYOR: P. 0. Box 11587
College Station, Texas 77842
Brad Kerr, RPLS No. 4502
Kerr Surveying, LLC 979.693.7191rz
Box 4234
Cle�al Station, TX 77841
(97 268-3195
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: 09 -GPI -7
ha r
5
m
S1 TE PLA
C14
U'j
cl__
r
" -
q.
M
Li 0.
LRJI-
SCALE
VERTICAL N/A
HORIZONTAL 1 "=10'
PLOTTING SCALE: 1:10
FILE NAME: 09 -GPI -7
HARLIE ENGINEERING COMPANY
TEXAS HOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS EL JPS 09—GPI-7 FEBRUARY 2010
I
SUB-DIV[SION — PHASE
COLLEGE STATION, TEXAS
21
MOIR 1! 111
�d
SCALE
VERTICAL N/A
HORIZONTAL i!l=10'
PLOTTING SCALE: 1:10
FILE NAME: 09—GPI-7
-�, ',rd
I
I
POINT
TOTAL
SYMBOL SIZE
I
A
E & TYPE
QUANTITY
VALUE
POINTS
IIII
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q
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.
V.
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4
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2
5
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0i1'' 0
3r�tey
Q.D.
CANOPY
I.�'!
'•
:�-
HUMARD OAK
°
(q
rcus shumardii)
2
75>1%2'
150
I-
(I.:f
CANOPY
I
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.
E MYRTLE
(la317s:oemia
indica)>1%2
3
40
120C
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Pi
O - CE.
TI,L.:.
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D
II
5 GAL.
SEA
EEN JUNIPER
26
10
260
rus chinensis)(Ju ip
41
TOTAL: 830
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it
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/°
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WW WW
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WW WW coM
NBER
UDA TURF HYDROSEED OR SOD
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EQUIP
DISTURBED
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PER PROJECT AREA:
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SITE AREA
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11,630
F 1,000 11.630
.
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11.6
x 30=349 POINTS
..
STREETSCAPE
T�
D
22
21
(15.1/
50) x 300 POINTS 91 POINTS
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1 CANOPY TREE OR 2 NON-CANOPY
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POINTS REQUIRED: 436 POINTS700
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POINTS REQUIRED: 800 POINTSMI
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POINTS PROPOSED: 830 POINT
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REQUIRED IN PARKING LOT ISLANDS! SWALES AND D
INAGE
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IN FEET
FEB 2 5 2010
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UAT FILD: z/7— 5
HARLIE ENGINEERING COMPANY
TEXAS HOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS EL JPS 09—GPI-7 FEBRUARY 2010
I
SUB-DIV[SION — PHASE
COLLEGE STATION, TEXAS
21
MOIR 1! 111
�d
SCALE
VERTICAL N/A
HORIZONTAL i!l=10'
PLOTTING SCALE: 1:10
FILE NAME: 09—GPI-7
-�, ',rd
I
HAUPT FAMILY
PARTNERSHIP
ZONED A-0
NOT PLATTED
0
EXISTING 12 )7
SEWER LINE
EXISTIN CONCR TE
CHANNEL 1
6' BW 2.5' DP
1.5H:1 V SLO ES
67.6 LF Q 0.2 %
0
15 PRIVATE
DR AINAGE -
EASEM EN T
V J
I EXISTING
CONCRETE
CHANNEL
SITE SPECIFIC NOTES:
1. THE DEVELOPER OF THE PROPERTY IS GREENS PRAIRIE INVESTORS, LTD. THE SUBJEC PROP RTY
IS COMMON AREA NO. 5 OF THE BARRACKS SUBDIVISION, PHASE 2. PROPERTY IS ZO D R-3,
-- - ---'-------- -I---- - --- - -- --- - - - ....__ .. -- -- -- ... --- -- -- -- -' - -- - ---- -'- RESIDENTIAL - TOWNHOUSE.
��1--- - -� -i' -- ._. .
. I � li- i i (� 2. PROPOSED BUILDING A IS 1 STORY, 15'-6" HIGH, 225 SF AND FF=306.50.
[�
I I I I ' EX I STING 3. THE DEVELOPED AREA FOR THIS PROJECT IS 0.263 ACRES (11,456 SF).
C��\
I I ( I "-1 8 SEWER W FIRE HY RANT 4. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR FLOODPLAIN AC RDINGI'TO
I EXISTING R 1 S `,, : I i LI N E ' -- THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORF RATED
n.1 17.6 FR 0 M R N E R AREAS, COMMUNITY N0. 481195, PANEL N0. 0143C, MAP N0. 48041 C0182C. EFFECTIVE DATE:;
iI. I 2-24 PIPES
W OF PO L AREA JULY 2, 1992.
S 3 I I
I I I i \ it `, ROW 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN.
. a
`' "+ I LINE
I i I r t `4�:) EXISTING _ 6. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDS PE & I!
GREENS PRAIRIE INVESTORS, LTD. s t \]t r EXISTING IRRIGATION PLANS.
`G y 1" k`` `� I WATER 1Y2
{ I I { ZONED R - 3 :,;1:;' r p !A ',, 4" SEWER 7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
NO E SERVICE11
I ` ` +' ^1$ 8. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING.
{ { { rLISF n<� 4\, ,F �� - .SERVICE _
Li {, 1t s �,y� i'
i ,y, J '�..,, ' tt i 't 3 Y t J b
7; �' ; r4, = F u ; v " _ r S r' 9. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXtSTI G UTI I IE
5 ;_; tY :1 ,\ t t._;;'vL;,.<(' , , r EX i STI G LT
;:_;;;,;�,>•, .:J- I..." i L J , , ., •' AND SERVICE LINES WITHIN THE PROJECT AREA, WHET HER SHOWN ON PLANS OR NO , AT L I
., i.
EXISTING ,:...::, _ ".,,.,:
i ( :.:.,.,,...
I TA N DA R D •:' fag's --.1 . . ' oA?:: i. I ti d F
/ i5-�,' ']t� j,i! a( .';�,,;�)_y:,r, ,. J -t.�� n .r �.. - 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAM GE DO E
P U E t ( j f F F INLET
:;..
3,• \- 1. 1 ,1\ i s 4 i v\ - t S\- { l- 1 t l 1 4 1 1 ., t 1
3 6 PIPE J{ h j, l TO EXISTING FACILITIES. CALL 1-800-DIG-TESS.
CUR r _--
B i 1f i ti t t,
4.....,,,..t.. .: v.:::.,..i:, S
PUE ::..:.r;.,w.2r: r ,..,. r
l I I 1 20 ,
[:� n. „ a..r-..., Tilt:,, .]•r°:n.-... 7, . •:x,:,:42<• .:p u.' t h - _ , 3 _ •'_"'_�
- - ;,.r IMPACT ANALYSIS IS' NOT RE UIRED.
(! - 10. TRAFFIC Q -
1 _ 1 U ;tt� w ,7 h Tx 1C J x ] i Lr :.t:a"
I I 1 I i_ 1 r 'S- ✓'. �/``] i., ri ' __.t s' . 1 l.'. :a .`/� �-. I - ..
F \(2 q„' tV. s -'i I 11. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE TATION 201
' '� - f t•i-� lJ f; u P 1 ,E t r j J i t
STANDARD SPECIFICATIONS FOR WATER & SEWER AND .THE CITY OF COLLEGE STA: N STA DA
f
4.
G.
\(>;
HAUPT FAMILY
PARTNERSHIP
ZONED A-0
NOT PLATTED
0
ilii
XISTING 8"
23
EXISTING KWER LI E
2-24 PIPES
II I GREENS PRAIRIE INVESTORS, LTD.
ZONED R-3 ROW EXIS NG
II -
EXISTING ' LINE MAN H E
EXIST 5
II I yj UE P
36 PIPE _\PR/OPOSED
20' PUE �IDEWALK
1>
al p
-7-
PROPOSED
C4
EXISTING 12" ELECTRICAL
---- --- -_.TRANSFORMER'
SEWER LINE---
7
EXISTIN CONCRqTEARBOR
CHANNEL1
6' B\Af 2.5' n [D
1.5H:1V SLO ES
67.6 LF @ 0.2 %
15' PRIVATE
____DBSI NAG - E
EASEME�T
10jr]
EXISTING
CONCRETE
CHANNEL
EL
lk" D
AV
1>1
1>
I -I -r- - -
t>
<
< <
-WROUGHT
IRON
Ip FENCE
SITE SPECIFIC NOTES:
ELL
1 THE DEVELOPER OF THE PROPERTY IS GREENS PRAIRIE INVESTORS, LTD. 1.
THE SUBJECT PROPERTY IS COMMON AREA NO. 5 OF THE BARRACKS
SUBDIVISION, PHASE 2. PROPERTY IS ZONED R-3, RESIDENTIAL
2.
TOWNHOUSE.
2. PROPOSED BUILDING A IS 1 STORY, 16'-0" HIGH, 225 SF AND
FF=206.50. 3.
z3. THE DEVELOPED AREA FOR THIS PROJECT IS 0.263 ACRES (11,456 SF). 4.
FIRE HYD ANT 4. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR
FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR 1 17.6' FROM CO NER 5.
BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO.
481195, PANEL NO. 0143C, MAP NO. 48041CO182C. EFFECTIVE DATE:
OF POOL AREA JULY 2, 1992.
6.
QEXISTING
EXISTING 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING 7.
AND DRAINAGE DESIGN PLANS.
0 /ATE R 1 lyr
2
4" SEWER
DESIGN & ANALYSIS WILL BE PROVIDED ON
SERVICE 6. -ANDSCAPING AND IRRIGATION 8.
SERVICE
THE LANDSCAPE & IRRIGATION PLANS.
S -6
7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
a
C.O.
8. ALL PROPOSED SIDEWALKS WITHIN COMMON AREA ARE PRIVATE. THE
PROPOSED SIDEWALK WITHIN THE STREET ROW SHALL BE CONSTRUCTED IN
9,
EXIS \IG ACCORDANCE WITH THE BRYAN -COLLEGE STATION STANDARD SIDEWALK
DETAILS, FIGURE SW1-00 AND FIGURE SW1-02A. SEE SHEET C3 FOR
I N LET
DETAILS.
A 9. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING.
EXISTING 10. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL
36 )7 PIPE POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE
PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS.
...
PROPOSED1PRIOR
CONCRETE
JOB NO.
<
KERR
JPS
EL
EXISTING
09 -GPI -7
DECEMBER 2009
7
EXISTIN CONCRqTEARBOR
CHANNEL1
6' B\Af 2.5' n [D
1.5H:1V SLO ES
67.6 LF @ 0.2 %
15' PRIVATE
____DBSI NAG - E
EASEME�T
10jr]
EXISTING
CONCRETE
CHANNEL
EL
lk" D
AV
1>1
1>
I -I -r- - -
t>
<
< <
-WROUGHT
IRON
Ip FENCE
SITE SPECIFIC NOTES:
ELL
1 THE DEVELOPER OF THE PROPERTY IS GREENS PRAIRIE INVESTORS, LTD. 1.
THE SUBJECT PROPERTY IS COMMON AREA NO. 5 OF THE BARRACKS
SUBDIVISION, PHASE 2. PROPERTY IS ZONED R-3, RESIDENTIAL
2.
TOWNHOUSE.
2. PROPOSED BUILDING A IS 1 STORY, 16'-0" HIGH, 225 SF AND
FF=206.50. 3.
z3. THE DEVELOPED AREA FOR THIS PROJECT IS 0.263 ACRES (11,456 SF). 4.
FIRE HYD ANT 4. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR
FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR 1 17.6' FROM CO NER 5.
BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO.
481195, PANEL NO. 0143C, MAP NO. 48041CO182C. EFFECTIVE DATE:
OF POOL AREA JULY 2, 1992.
6.
QEXISTING
EXISTING 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING 7.
AND DRAINAGE DESIGN PLANS.
0 /ATE R 1 lyr
2
4" SEWER
DESIGN & ANALYSIS WILL BE PROVIDED ON
SERVICE 6. -ANDSCAPING AND IRRIGATION 8.
SERVICE
THE LANDSCAPE & IRRIGATION PLANS.
S -6
7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO
a
C.O.
8. ALL PROPOSED SIDEWALKS WITHIN COMMON AREA ARE PRIVATE. THE
PROPOSED SIDEWALK WITHIN THE STREET ROW SHALL BE CONSTRUCTED IN
9,
EXIS \IG ACCORDANCE WITH THE BRYAN -COLLEGE STATION STANDARD SIDEWALK
DETAILS, FIGURE SW1-00 AND FIGURE SW1-02A. SEE SHEET C3 FOR
I N LET
DETAILS.
A 9. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING.
EXISTING 10. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL
36 )7 PIPE POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE
PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS.
22 21
15' PRIVATE
D RAI NAG E
EASEME T EXISTING
36 PIPE
LEGEND
. ...... POOL BOUNDARY
PUBLIC UTILITY EASEMENT LINE
L_'POOL�--FENCING6'-_W]10 IGHT IRJ_ EX -1-S] 1 N G S PROPOSED 4" SEWER LIN. & CLEANOUT
'I NIL;AL NU I Lg:
DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES.
DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER.
DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND
DESIGN. ,-
:DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS ANDDESIGN.
(PULL BOXES PROVIDED BY CITY.)
DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF, PLAT
AND/OR SITE PLAN.
DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
.ALL EASEMENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL BE
DESIGNED WITHIN EXISTING EASEMENTS.
DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED
TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTEND AS
REQUIRED.
IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR
OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL
CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
VICINITY MAP
CCS
acs PROJECT LOCATI
N
NOT TO SCALE
PROJECT
LOCATION
N
POOL ADDITI O'N
PROPOSED 1" WATER S
-7RoPOSED IIATER M
RIPRAP
S_
PROPOSED SIDEWALK PHASE
EXISTING 8 CONCRETE POOL DECK 0.263 ACRES
SEWER LINE COMMON AREA NO 5
WILLIAMS GATE SUBDIVISION
DETENTION POND
111ARUE ENGINEERING COMPANY -
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION --NO-.- _4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED
EXISTING
PROPOSED1PRIOR
CONCRETE
JOB NO.
TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY
KERR
JPS
EL
EXISTING
09 -GPI -7
DECEMBER 2009
DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS.
C DM - 9,
S
WATERLINE
36" PIPE
PROPOSED SHADE STRU
, J RE
•
=
�.�I A
1.1.
TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
OWNER/DEVELOPER: ENGINEER:
10 5 0 10
EXISTINf-_,_
Greens Prairie Investors, Ltd. HARLE ENGINEERING COMPAIT
SCALE IN FEET
10NC. BOX
12.
ALL SITE -WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN
1
j
College Station, TX 77845 3002 Texas Avenue South
COLLEGE STATION 2009 STANDARD SPECIFICATIONS FC�Z-WATER--&- SEWER __11
- '_�_
PROPOSED
(979) 690-7250
College Station, Texas 77846
AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR
SURVEYOR: P. 0. Box 11587
STREETS & DRAINAGE.
College Station, Texas 77842
3/4 " WATER
Brad Kerr, RPLS No. 4502 979.693.7191
-S EXISTING SEWER LINE
13.
EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
Kerr Surveying, LLC
P.O. Box 4234
METER
SECTION 7.10 OF THE UDO. THE LIGHT SOURCE SHALL NOT PROJECT
College Station, TX 77841
BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT
LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER
PROPOSED 4
THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY
SEWER LINE
LINE.
14.
NO PARKING IS .PROPOSED FOR THIS SITE. USE OF THIS FACILITY IS
LIMITED TO SUBDIVISION RESIDENTS.
PROPOSED
15.
THE WATER SERVICE SHALL BE IN ACCORDANCE WITH THE BRYAN -COLLEGE
STATION STANDARD WATERLINE DETAIL, FIGURE W2-01. SEE SHEET C3 FOR
SEWER
DETAIL.
CLEANOUT
-7.5
16.
THE SEWER SERVICE SHALL BE IN ACCORDANCE WITH THE BRYAN -COLLEGE
STATION STANDARD SEWER DETAIL, FIGURE S2-00. SEE SHEET C3 FOR
DETAIL.
GREENS PRAIRIE
INVESTORS, LT
ZONED -R-3
22 21
15' PRIVATE
D RAI NAG E
EASEME T EXISTING
36 PIPE
LEGEND
. ...... POOL BOUNDARY
PUBLIC UTILITY EASEMENT LINE
L_'POOL�--FENCING6'-_W]10 IGHT IRJ_ EX -1-S] 1 N G S PROPOSED 4" SEWER LIN. & CLEANOUT
'I NIL;AL NU I Lg:
DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES.
DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER.
DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND
DESIGN. ,-
:DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS ANDDESIGN.
(PULL BOXES PROVIDED BY CITY.)
DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF, PLAT
AND/OR SITE PLAN.
DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
.ALL EASEMENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL BE
DESIGNED WITHIN EXISTING EASEMENTS.
DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED
TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTEND AS
REQUIRED.
IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR
OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL
CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
VICINITY MAP
CCS
acs PROJECT LOCATI
N
NOT TO SCALE
PROJECT
LOCATION
N
POOL ADDITI O'N
PROPOSED 1" WATER S
-7RoPOSED IIATER M
RIPRAP
S_
PROPOSED SIDEWALK PHASE
EXISTING 8 CONCRETE POOL DECK 0.263 ACRES
SEWER LINE COMMON AREA NO 5
WILLIAMS GATE SUBDIVISION
DETENTION POND
111ARUE ENGINEERING COMPANY -
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION --NO-.- _4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED
EXISTING
"'Y
CONCRETE
JOB NO.
. DATE
22 21
15' PRIVATE
D RAI NAG E
EASEME T EXISTING
36 PIPE
LEGEND
. ...... POOL BOUNDARY
PUBLIC UTILITY EASEMENT LINE
L_'POOL�--FENCING6'-_W]10 IGHT IRJ_ EX -1-S] 1 N G S PROPOSED 4" SEWER LIN. & CLEANOUT
'I NIL;AL NU I Lg:
DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES.
DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER.
DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND
DESIGN. ,-
:DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS ANDDESIGN.
(PULL BOXES PROVIDED BY CITY.)
DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF, PLAT
AND/OR SITE PLAN.
DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
.ALL EASEMENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL BE
DESIGNED WITHIN EXISTING EASEMENTS.
DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED
TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTEND AS
REQUIRED.
IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR
OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL
CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
VICINITY MAP
CCS
acs PROJECT LOCATI
N
NOT TO SCALE
PROJECT
LOCATION
N
POOL ADDITI O'N
PROPOSED 1" WATER S
-7RoPOSED IIATER M
RIPRAP
S_
PROPOSED SIDEWALK PHASE
EXISTING 8 CONCRETE POOL DECK 0.263 ACRES
SEWER LINE COMMON AREA NO 5
WILLIAMS GATE SUBDIVISION
DETENTION POND
111ARUE ENGINEERING COMPANY -
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION --NO-.- _4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
. DATE
KERR
JPS
EL
JPS
09 -GPI -7
DECEMBER 2009
EQUIP PROPOSED 1-UU1f'MtN1
C DM - 9,
S
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 10' DECEMBER 2009
PROPOSED SHADE STRU
, J RE
•
=
�.�I A
22 21
15' PRIVATE
D RAI NAG E
EASEME T EXISTING
36 PIPE
LEGEND
. ...... POOL BOUNDARY
PUBLIC UTILITY EASEMENT LINE
L_'POOL�--FENCING6'-_W]10 IGHT IRJ_ EX -1-S] 1 N G S PROPOSED 4" SEWER LIN. & CLEANOUT
'I NIL;AL NU I Lg:
DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN.
DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES.
DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER.
DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND
DESIGN. ,-
:DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS ANDDESIGN.
(PULL BOXES PROVIDED BY CITY.)
DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF, PLAT
AND/OR SITE PLAN.
DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
.ALL EASEMENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL BE
DESIGNED WITHIN EXISTING EASEMENTS.
DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED
TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTEND AS
REQUIRED.
IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR
OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL
CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT.
VICINITY MAP
CCS
acs PROJECT LOCATI
N
NOT TO SCALE
PROJECT
LOCATION
N
POOL ADDITI O'N
PROPOSED 1" WATER S
-7RoPOSED IIATER M
RIPRAP
S_
PROPOSED SIDEWALK PHASE
EXISTING 8 CONCRETE POOL DECK 0.263 ACRES
SEWER LINE COMMON AREA NO 5
WILLIAMS GATE SUBDIVISION
DETENTION POND
111ARUE ENGINEERING COMPANY -
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION --NO-.- _4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
. DATE
KERR
JPS
EL
JPS
09 -GPI -7
DECEMBER 2009
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
ONLY UNDER THE
AUTHORITY OF -JOSEPH ----
P. SCHULTZ P.E.,
LICENSE NO. 65889,
ON DECEMBER 22,
2009. IT IS NOT TO BE
USED FOR BIDDING OR
CONSTRUCTION
PURPOSES.
POOL ADDITION FOR
A�
RRA -(WS__
TH-E-----7fA
S UBDIVISI0.1 V. PHA SE -
i STATION., TEXAS
SCALE
VERTICAL N/A
HORIZONTAL i 99=1 09
PLOTTING SCALE: 1:10
FILE NAME: 09 -GPI -7
PROPOSED RESTROOM
4 SFEk'm
CRAWFORD BURNETT LEAGUE, A-7
EQUIP PROPOSED 1-UU1f'MtN1
C DM - 9,
S
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 10' DECEMBER 2009
PROPOSED SHADE STRU
, J RE
20' DIAMETER
OWNER/DEVELOPER: ENGINEER:
10 5 0 10
Greens Prairie Investors, Ltd. HARLE ENGINEERING COMPAIT
SCALE IN FEET
4490 Castlegate Drive TBPE Firm Reg. No. 4538
College Station, TX 77845 3002 Texas Avenue South
PROPOSED ELECTRICAL
�NSFORMER
(979) 690-7250
College Station, Texas 77846
�F
SURVEYOR: P. 0. Box 11587
College Station, Texas 77842
Brad Kerr, RPLS No. 4502 979.693.7191
-S EXISTING SEWER LINE
Kerr Surveying, LLC
P.O. Box 4234
College Station, TX 77841
(979) 268-3195
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
ONLY UNDER THE
AUTHORITY OF -JOSEPH ----
P. SCHULTZ P.E.,
LICENSE NO. 65889,
ON DECEMBER 22,
2009. IT IS NOT TO BE
USED FOR BIDDING OR
CONSTRUCTION
PURPOSES.
POOL ADDITION FOR
A�
RRA -(WS__
TH-E-----7fA
S UBDIVISI0.1 V. PHA SE -
i STATION., TEXAS
SCALE
VERTICAL N/A
HORIZONTAL i 99=1 09
PLOTTING SCALE: 1:10
FILE NAME: 09 -GPI -7