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ANALYSIS
L.L✓✓ AL%/LN_A IJ LlVl\iJL L1 -V
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REQl.
RED PARKING:
R
LOAD PER FIXTURE TOTAL FIXTURE
1 S
CE PE
3 SEATS
(3.667 ACRES RIGHT-OF-WAY DEDICATION)
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SPACE
5.00 25.00
500
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30/64
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85.46'
2.00 10.00
167
SPACES
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PROPER TIES. L.P.
REQUIRED
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PACES
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6 S
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ECOMMENDED METER SIZE = 1"
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073/284
2033 Harvey Mitchell Parkway South
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College Station
9 ' Texas 77840
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SCALE IN FEET
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(979) 7647743 Fax: (979) 7647759
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PARKING
ANALYSIS
- BUILDING
REQl.
RED PARKING:
R
LOAD PER FIXTURE TOTAL FIXTURE
1 S
CE PE
3 SEATS
IN SANCTUARY
WATER CLO
ET 11
SPACE
5.00 25.00
500
I
EATS
3
SEATS = 167 SPACES
LAVATORY
1P5
85.46'
2.00 10.00
167
SPACES
EQUI
RED TOTAL
6
DICAPPACEE
II
REQUIRED
I
PRO!
OSED P
RKI N
IIG:
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168
PACES
AR
AR
P
INC
6 S
CES H
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PARKING
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ON THE ADJACENT PROPERTY AND FIELD SURVEY DATA ON THIS PROPERTY. `-
U,
jILITY SUMMARY
2
:a
F-
U
SHEET
LOAD PER FIXTURE TOTAL FIXTURE
LENGTH
RADIUS
_
(WSFU) UNITS
WATER CLO
ET 11
.
5
5.00 25.00
URINAL
(
2
5.00 10.00
LAVATORY
1P5
85.46'
2.00 10.00
SERVICE _
I K
1
_ 3.00 3.00
('
KITCHEN
I K �'
1,'
1. 0
DRINKING
DUN IN
- 2
0.25 0.50
1102.03'
760.00'
$3'04'51 "
TOTAL FIXTURE COUNT =49.9
FLOWRAT
I LROM
UMB
NG CODE - TABLE E102) = 29.0 GPM
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ECOMMENDED METER SIZE = 1"
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SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR .NOT, AT LEAST 48 HRS. PRIOR lU
ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL LINE TABLE
1-800-DIG-TESS.
LINE LENGTH BEARING
2. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2008 STANDARD L1 70.98' S87*27'10"E
SPECIFICATIONS FOR WATER, SEWER, STREETS &. DRAINAGE. L2 8.71' N42'08'41 "E
T'
r -
G i
1
1 CL
rW
W ,
b.u.aCOLLE", W
%'Ae �:.
4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM -�
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM
CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT AN W WORSHIP CENTER cn
REPRESENT AS -BUILT CONDITIONS.
6. PAVEMENT DEPTHS: 6 CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5 IN ALL
OTHER LOCATIONS.
7. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON .THE LANDSCAPE & IRRIGATION
PLANS.
8. PARKING SPACE DIMENSIONS AND RADII WILL BE PROVIDED ON THE SITE PLAN, SHEET C2.
9. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION
ON THE ADJACENT PROPERTY AND FIELD SURVEY DATA ON THIS PROPERTY. `-
V
F_
CURVE
2
:a
F-
U
SHEET
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
�
C1
0
0
6'23'19"
50.23'
100.30'
N56'30'36"E
C2
85.46'
V)
cf)
W
85.43'
Z
C3
572.85'
790.00'
41'32'48"
299.67'
560.38'
Z
p�rjoO
1102.03'
760.00'
$3'04'51 "
673.35' 1
1007.99'
N4547'00"W
O
_
110 Pershing
th
2033 Harvey Mitchell Parkway South
--- - — =
-(-OaO
X 77
0
College Station
9 ' Texas 77840
-
-
LIJ
P.O. Box 11929 College Station Texas 77842
ry
oWW0
(979) 7647743 Fax: (979) 7647759
D
V)
:D
to
V)
to
SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR .NOT, AT LEAST 48 HRS. PRIOR lU
ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL LINE TABLE
1-800-DIG-TESS.
LINE LENGTH BEARING
2. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2008 STANDARD L1 70.98' S87*27'10"E
SPECIFICATIONS FOR WATER, SEWER, STREETS &. DRAINAGE. L2 8.71' N42'08'41 "E
T'
r -
G i
1
1 CL
rW
W ,
b.u.aCOLLE", W
%'Ae �:.
4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM -�
BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM
CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT AN W WORSHIP CENTER cn
REPRESENT AS -BUILT CONDITIONS.
6. PAVEMENT DEPTHS: 6 CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5 IN ALL
OTHER LOCATIONS.
7. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON .THE LANDSCAPE & IRRIGATION
PLANS.
8. PARKING SPACE DIMENSIONS AND RADII WILL BE PROVIDED ON THE SITE PLAN, SHEET C2.
9. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION
GREE14S PRAIRIE CENTER, PHASE 3
CO LEGE STATION, BRAZOS COUNTY, TEXAS
16.958 ACRES
D
E .
r
0
SCALE: 1 »_1® FEBRUARY 2009
fa
ON THE ADJACENT PROPERTY AND FIELD SURVEY DATA ON THIS PROPERTY. `-
DB
OWNER DE
OWNER/
CURVE
TABLE
ENGINEER.
SHEET
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
100.35'
900.00'
6'23'19"
50.23'
100.30'
N56'30'36"E
C2
85.46'
900.00'
5'26'26"
42.76'
85.43'
S45'22'28"E
C3
572.85'
790.00'
41'32'48"
299.67'
560.38'
S66'33'01 "E+`"
C4
1102.03'
760.00'
$3'04'51 "
673.35' 1
1007.99'
N4547'00"W
GREE14S PRAIRIE CENTER, PHASE 3
CO LEGE STATION, BRAZOS COUNTY, TEXAS
16.958 ACRES
D
E .
r
0
SCALE: 1 »_1® FEBRUARY 2009
fa
ON THE ADJACENT PROPERTY AND FIELD SURVEY DATA ON THIS PROPERTY. `-
DB
OWNER DE
OWNER/
ELO
E
ENGINEER.
SHEET
”
'
10; SUBJECT PROPERTY IS CURRENTLY ZONED A-0„ AND C-1„ - _"�
T
11. BUILDING SETBACK LINES SHALL B IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED
Brazos Texas
'�77 _
CIVlL.I�OP11E11T,
DEVELOPMENT ORDINANCE.
Land Develo r-
ient
LLl}
CML ENGINEERING & DESIGN -BUILD SERVICES
_
110 Pershing
2033 Harvey Mitchell Parkway South
College Station, I
X 77
0
College Station
9 ' Texas 77840
979 575-6808
P.O. Box 11929 College Station Texas 77842
(979) 7647743 Fax: (979) 7647759
I '
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t ♦ KENT M. LAZA
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TEXAS B0 0FE
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ARD OF PR ONAL
{
ENGINEERS". REGISTRATION # 9243.
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LEGEND \41
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W_ w w v� w w w w w vv w w w w —w w Jw w Z -w �W
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LANDSCAPE TYPE PLANT. NAME
LANDSCAPE. TYPES
PLANT. NAMES
A*** - LIVE OAK - 2.1 TO 3.4 CALIPER
0
L LANDSCAPE
** - CALIPER MIN
S STREETSCAPE B CREPE MYRTLE 1.5 (MIN)
D* - ELAEGNUS - 5 GAL.
IRRIGATION LEGEND
i
INDICATES CANOPY TREE - CONTROL VALVE 1
** _
MASTER
NON CANOPY TREE
_ RAINBIRD 20p PEB W RAINE3IRD RSD BEX
SHRUB
m $
MOUNTED ON POST OR `OTHER.
RAIN. SENSOR. M E ,
DISTURBED AREA - �
PERMANENT .STRUCTURE
NON CANOPY TREES MUST MEET LTHE
GLE CANE.
:.. FOR A SIN
INI UM CALIPER
.,. f ... EDVCEd FrtE�S FC
L
C N
I
I
,a
O ,
_
=: BACKFLOW DEVICE,
Lc
BACK L
Z
L• 2 PVC BALL VALVE
W
LANDSCAPE SLEEVE
.._Mr j - 11A. yr
Streetscape
- ----—____----_--------__._--
Landsc
Requirements
Requirements
Provided
Canopy Trees
Canopy
Additional
Symbol.
Length
Required;
Trees
Streetscape
Streetscaping
na
na
Provided
Points Req. **
Arrington Road
13
150
19501
Frontage
353
12
SB
2118
1 6
Total Additional
Streetscape Points
2118
• Two non-canopytrees maybe substituted for each one canopytree
• •Streetscape points are included with the computagons for landscaping .
points and are scattered throughout Me development.
1 I I I I I I :. Iill II I -® -.. I 11% 118. 1 � UI
THE NEW_ WORSHIP CENTER
- ----—____----_--------__._--
Landsc
ping Requirements
Requirements
Provided
Area (ac)
Area (so
-
Points
Req.
Symbol.
Plant
Quantity
Value
Total
Streetscaping
na
na
2118
SA
Live Oak
(2.1" - 3,4" caliper)
13
150
19501
-
SB
Crepe Myrtle
I (min. 1.25" caliper)
1 6
40
124U
Streetscaping
Subtotal
2190
Landscaping
4.514
196,646
5,899
LA
Live Oak
(2.1" - 3.4". caliper)
26
150
3900
LC
Pond Cypress
(min 1.25" caliper)
7
40
-
280
LB
Crepe Myrtle
(mina 1.25" caliper)
38
40
1520
LID
Elaegnus
(min. 5 gallon)
39
10
390
Landscaping
Subtotall
6,090
Total Required 870-17-f—Total Provided 8,280
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/1 kE OF T
GENERAL NOTES: _ 1 qP •.......
\ 1. CONTRACTOR IS TO VERIFY THE EXACT LO ON AN VERTICAL POSITIONING OF EXISTING UTILITIES AND g
SERVICE LINES WITHIN THE PROJECT AREA R' SHOWN ON PLANS OR NOT T *• * •
- ( E i A LEAST 48 HRS. PRIOR TO
s.
}( CC3 op
ANY CONSTRUCTION. CONTRACTOR IS RESPO LE F0 ANY DAMAGE DONE TO EXISTING FACILITIES. CALL •:�•..•••...................
- - -
KENT M. LAZA
( O 1 80o DIG TEss. ( � ................... ... �
•
• 659 •
\ { 2. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WI E BRYAN / COLLEGE STATION 2008 STANDARD ♦ s•
♦ 1
:QST°
`SPECIFICATIONS FOR WATER, SEWER, STREETS DRAINAGE. �.� .. .• 1
}}
! •
\ O SS �
. 11 IVAAL �
4 (
i
4. ALL UTILITY LINES WATER GAS SANT AR G T.E. .STORM SEWER ' ET .
I A WER C SHOWN ARE TAKEN FROM
}! E i TING BEST AVA N�LP�-
X ILABLE RECORD INFORMATION BASED CONSTRUC ON UTILITY MAP DOCUMENTS OBTAINED BY .FROM
�i ST RM PIP CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS
THE SEAL APP ING 0 THIS
/ OSITI NS MAY NOT
\ _ DOCUMENT WAS AUTHORI BY
Gf�
REPRESENT AS BUILT CONDITIONS.
50' BUILDING {! � - KENT M. L.AZ4, P.E
\ � 659
' � ! � � 23 ON May 11. 20 9.
SETBACK. 0'
{ 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEME IN FIRE LANES AND TRASH DUMPSTE AREA A "
R AND 5 IN ALL - CML DEVELOPMENT, 'TD.
TEXAS
\ I OTHER LOCATIONS. I BOARD OF PROFESSIONAL
_ (J ENGINEERS REGISTRATION 9243.
SIGHT TRIANGLE } 7. LANDSCAPING AND IRRIGATION DESIGN & AN LYSIS L B PROVIDED ON THE LANDSCAPE & IRRIGATION
40 20 0 4 400 FT PLANS. _
' O
z
.SCALE. IN FEET / - EXISTING J
! EXISTING DRIVEWAY
8. PARKING SPACE DIMENSIONS AND RADII CAN E SEEN IN THE PLAN. ALL RADII ARE 2.5' UNLESS OTHERWISE O rn
EXISTING NOTED. _ O
_ INLET Y
12", WATERLINE
\ 00
9. ALL RADII AND DISTANCES ARE MEASURED T THE B CK F CURB IN THE PARKING AREA AND TO THE EDGE � 11-1
- \ OF PAVEMENT IN ALL . OTHER AREAS UNLESS 011 ERWISE }DOTED. m >- �
\ }�
EXISTING w _
} 10. THE TOPOGRAPHY SHOWN IS FROM AERIAL PP NG DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION F-
6 WATERLINE ( I
ON THE ADJACENT PROPERTY AND FIELD SURV DATA ON THIS PROPERIY. p
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EXIS11N \ w
}
20 P 11. SUBJECT PROPERTY IS CURRENTLY ZONED I -0"' AN � C-1 Q � O
(88 /64)
}� U�w�
\ CE WITH THE CITY OF COLLEGE TIO UNIFIED
cn p p
12. BUILDING SETBACK. LINES SHALL BE IN ACC: RDAt�I LL E STA N
\ t EXISTI
- . N/F DEVELOPMENT ORDINANCE. j
\ } STOR PIPE
\ - T PROPERTIES L.P.
13. THE SITE AND BUDDING WILL E O NTH UNIFIED DEVELOPMENT ORDINANCE SEC11ON
EXISTING - � WI NEED T COM LY WI 7.10
DISTURBED AREA _ 4.80 ACRES \ _ ( 4.993 ACRE TRACT
SIDEWALK OUTDOOR LIGHTING STANDARDS.
/ { 6073/284
HA ICAP
" _ \ 14. THERE IS A PROPOSED .FIRE SPRINKLERS M FO THIS BUILDING.
TLIMITRAM r ,
PROPOSED 8 PUBLIC SIS �lJ�f3AP �L -
SEWER LINE pm ME m Iffiw
( 15. THE FIRE SUPPRESSION LINE SHALL HAVE A LOGKA E LID ON THE ISOLATION VALVE. THE LOCKABLE LID
=1 Ilm ML9 Mm P -MY } } U)
SDR 26 PVC ®0.4% E "SHALL SUPPLY THE SAME PROTECTION S P (OR SA LL562 LOCKABLE LID AT A MIMIMUM. AN
( ) � - EXISTING A THE M �
PIP TEMPORARY CAP TEMPORARY CAP'
\ }{! DRIVEWAY ALTERNATE LOCKABLE LID SHALL BE APPROVED BY CO GE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. z z
" " z
50 BUILDING I FOR 30 HDPE w O
\ _ ATE) FOR 3C HDPE 8 PUBLIC ------------- --- %
\ SETBACK WATER LINE i " \ e / 16. A PORTION OF THE LOT WILL REMAIN UND LOPE AT THIS TIME, HOWEVER THE NEW WORSHIP CENTER H
-``"._ 6 WATER UNE
i H U
C-909, ASS, X00 - - - a a -M ` 9 {( WILL REMAIN IN COMPLIANCE WITH LIDO SECTION 7.1.0 5181 TY AT INTERSECTIONS.. d
( ) 9M 8M 8M B -M M M � — O �
y
oc U
PROPOSED 20' / \
PUBLIC UTILITY
a \ \ EASEMENT
17. PARKING LOT LIGHT POLES WILL REMAIN IN OMPLIA CE TH LIDO SECTION 7.10 U w j
(n U) -
d 18. THE DETENTION POND IS PRIVATE AND WILL E MAI TAINED BY THE OWNER Z p U O
...
IS
-REVIEW
5 _
O
C1RIC LINE — �
_ _ 30
_ _ _ HDPE �
- =- -- -
�- s PIPE 9 E
/
2
of
F)i
INLET 4
PRIVATE
_ s TYP. (PRIVATE) � 1
_ (PRIVATE) � uwe y p p
`s w� PORT( OF SID ALK C RB &GUTTER
�� � � LEaEN D hiAY 2 � 2009
� TO BE SHOVED i � i � w (n w
\ / .1 s3,
. ) HANDICAP -'PARING
1ss Trn WHEELSTC P 2s y
I L I H12 �,Li I V1 INLET
LT1
T
s ISO N / 9. (PRIVATE) t 3M o .
ALVE / .� „ / 1
�\ 4 FIRE y
1
io HDPE � '�
i
SPRINKLER LI PIPE 4 � N _ 2 9 _ j, 3 P P P8 ,gra, � HAND AP
(C909, CLAS h 12 j; ' k 1. RAMP
PROPOSED 30 NATE a ,. ...,, y .�3 r .
1 ) .z u..,41iLET.a2•
PUBLIC UTILITY h4 PRIVATE)
r'
1
EASEMENT krF- -m 9' TYP.
24 +�
PROPOSED -� -� FDC CONNECTION INLET
\ \ 8 `�- - 0" DAN E. JR & AIL L. WILLIAMS
1 WATER METER 3 HDPE PR V � L
\s ( I A i /'
-�-1
e M 30", HDPE
% 4.12 E TRACT
" � W p x
ds T1vf
TE 11 � WA .� • � 1'853 312
SERVICE — a 9 �n 13 -�
(Type Copper s
EXISTING
DU S
� INLET
PAD \ \ A W WORSHIP CENTER
t.
4 26'
13 -
s� " FF -293.50
\ e I 8 ROOF r �y 9
- � 6333 S.F. .•: �
AN1111ml
FIRE
HYDRANT
i�
HANDICAP
FW
WE
FLO
ARROW
17. PARKING LOT LIGHT POLES WILL REMAIN IN OMPLIA CE TH LIDO SECTION 7.10 U w j
(n U) -
d 18. THE DETENTION POND IS PRIVATE AND WILL E MAI TAINED BY THE OWNER Z p U O
...
IS
-REVIEW
5 _
O
C1RIC LINE — �
_ _ 30
_ _ _ HDPE �
- =- -- -
�- s PIPE 9 E
/
2
of
F)i
INLET 4
PRIVATE
_ s TYP. (PRIVATE) � 1
_ (PRIVATE) � uwe y p p
`s w� PORT( OF SID ALK C RB &GUTTER
�� � � LEaEN D hiAY 2 � 2009
� TO BE SHOVED i � i � w (n w
\ / .1 s3,
. ) HANDICAP -'PARING
1ss Trn WHEELSTC P 2s y
I L I H12 �,Li I V1 INLET
LT1
T
s ISO N / 9. (PRIVATE) t 3M o .
ALVE / .� „ / 1
�\ 4 FIRE y
1
io HDPE � '�
i
SPRINKLER LI PIPE 4 � N _ 2 9 _ j, 3 P P P8 ,gra, � HAND AP
(C909, CLAS h 12 j; ' k 1. RAMP
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