HomeMy WebLinkAboutDrawings 07/28/04 14:20 FAX 979 ""6 7924 ASHFORD SQUARE REAL" _ [21003
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QUANTITY
LLI
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MAXIMUM;
I
BLOCK D, LOT 8-A
ZONED C 1 1
NOW OR FoRmERL-Y
CRAIG P. BROWNE
PROP, 4"
PROPOSED
ELEC SERVICE SEWER LINE
L PROP. I"
BLOCK D/ LOT 8-C WATER LINE
CONTRACTOR TO INSTALL G` CURB
ALONG PU5LIG ACCESS EASMENT
APPROX. 551
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LU Uw (L
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0 REQUIRED
CL
CITY OF: COLLEGE 6TATION*
REQUIREMENTS
SYMBOL
slzE
N
QUANTITY
POINT
POINT
1, 32 GALLONS PER MINUTE
SEWER DEMAND: MINIMUM.
0 GALLONS PER. MINUTE
AVERAGE:
_vA "U
MAXIMUM;
15,560 GALLONS PER DAY
IRRIgATIQN; MINIMUM:
0 GALLONS PER MINUTE
AVERAGE-.
< I GALLONS PER MINUTE
MAXIMUM:
15 GALLON5PER MINUTE
—E— ELECTRIC LINE
COLLEGE STATION, TX 77540
N
EN
(q7q)
5 GAL
2.1" TO 3.4"
RED OAK TREE
2
160
300
CALIPER
(Quercus shumiordfl)
REQUIRED NO, OF CANOPY TREES:
BRYAN TEXAS 77802
60,31 TOTAL LINEAR FEET
CANOPY
(q79) �46-8565
(NEW)
2.4 - 5 cAwry TREES
GENERAL' Notes
APPLICANTj M -N DESIGN
REQUIRED NO, OF SHRUBS:
01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O.
STEVE MUSSER
1817-A BROTHERS BLVD
0,31 TOTAL LINEAP, FEET
1.5" TO 20'
CALIPER
RED OAK TREE
(Quercur. shumardil)
2
75
150
20.1 - 22 SHRUBS
CANOPY
- OR A DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS
PER CITY ORDINANCE 2394,
03 ALL BACK FLOW DEVICES MUST BE, INSTALLED AND TESTED
UPON INSTALLATION AS PER CITY ORDINANCE 2364.
1:25" CALIPER
TREE CREPE MYRTLE
5
40
200.
AND LARGER
(La erstroeia jno:lqo)
.9 rn
----(NON -CANOPY)
(NEW)
5 GAL
SHRUB
(Wax Leaf LI.Qu5trum)
40
10
400
(NEW)
REQUIRED LOT POINTS;
q,047.3 SQUARE FEET OF SITE AREA
11,047.3 / 1,000 = q, 04
q,04 x 30 = 271,2 = 272 POINTS
TOTAL POINTS REQUIREDs 8W (MINIMUM) TOTAL POINTS PROPOSED, 1050
PARKING REQUIREMENTS FOR OFFICE BUILDING:
(I SPACE / 250.0 SO,FT.) x 2,507.3 SQ. FT. 9.2 SPACES
TOTAL SPACES REQUIRED, 10 TOTAL SPACES PROPOSED310
u +21
13 +3'
z C3 44
lt� NOT REQUIRED I
Lw
3 X11
ou 1 i 1 1 SEVM
PROPOSED IqWAMAMOA
IRRIGATION 00""wofam Tf(
METER
llJ
Z w REVIEWED FOR
COMPLIANCE
,
oFEB 1 0 2005
O
COLLEGE STNTION
DEVELOPWNT SERVICES
U ER 4 SELU R PEMANDS
JATE E
CALCULATION:
15.01 PLANT DUFFER
TER DEMAND: MINIMUM,
0 GALLONS PER MINUTE
AVERAGE:
,< I GALLONS PER MINUTE
MAXIMUM:.
1, 32 GALLONS PER MINUTE
SEWER DEMAND: MINIMUM.
0 GALLONS PER. MINUTE
AVERAGE:
< I GALLONS PER MINUTE
MAXIMUM;
15,560 GALLONS PER DAY
IRRIgATIQN; MINIMUM:
0 GALLONS PER MINUTE
AVERAGE-.
< I GALLONS PER MINUTE
MAXIMUM:
15 GALLON5PER MINUTE
—E— ELECTRIC LINE
COLLEGE STATION, TX 77540
hs vi T%w-
LOA[)
CALCULATION:
15.01 PLANT DUFFER
INFOWATION
2203 X B VA
SQ. FT. 6606 VA
GAS HEAT
1500 VA
4 TON A/C
4000 VA
WATER HEATER
5000 VA
38 LIGHTS
6B.40 VA
35 OUTLETS
6840 VA
REFRIGERATOR 1500 VA
-----------------
TOTAL
32:2,541 AMP
(NEW)
COMPLIANCE
e<
FEB 10 2005
COLLEGE $TAT"
ENGINEERING
CITY OF COLLEGE 6TATION
FPCSI, REMENTS
SYMB-0-L 5jzg NAM
QUANTITY
15.01 PLANT DUFFER
INFOWATION
S 0 LEGEND
STATE. FARM INSWRANCE C*;FlCr=
_H_ WATER LINE WATER METER
ORIGINAL SUBMITAL DATE: 1/10/05)
2" MIN
RED OAK TREE
_G� GAS LINE
O IRRIGATION METER
OWNER/DEVELOPER: Jim STUCKEY, AGENT
(Quercus shumarcfli)
2501 TEXAS AVENUE SOUTH
CANOPY
FIRE HYDRANT
(NEW)
—E— ELECTRIC LINE
COLLEGE STATION, TX 77540
N
EN
(q7q)
5 GAL
SHRUB
(Nax Leaf LIQvstrum)
r 22
-cJ---t�- 0-0" WOOD FENCE MANHOLE
(NEW)
3553 SOUTH TEXAS AVE, SUITE 215
REQUIRED NO, OF CANOPY TREES:
BRYAN TEXAS 77802
60,31 TOTAL LINEAR FEET
(q79) �46-8565
00.31 FT / 25 FT= 2.4
2.4 - 5 cAwry TREES
GENERAL' Notes
APPLICANTj M -N DESIGN
REQUIRED NO, OF SHRUBS:
01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O.
STEVE MUSSER
1817-A BROTHERS BLVD
0,31 TOTAL LINEAP, FEET
COLLE
,GE STATION, TX 778-45
60,31 FT / 3 FT = 20.1
(q7q) 6414-1059VACUUM
20.1 - 22 SHRUBS
04 SHRUBS ALONG FRONT OF LOT MUST BE 31 HIGH FOR SCREENING
PURPOSES,
05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS
COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS
48041CO144 C, EFFECTIVE JULY 2 1992, THIS PROPERTY 15 NOT
LOCATED IN, A 1.00—YEAR FLOOD HAZARD AREA.
06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL
BE SCREENED FROM VIEW., OR ISOLATED 50 AS NOT TO BE
VISIBI,E FROM ANY PUBLIC- RIGHT-OF-WAY OR RESIDENTIAL
Dl!�TRICT -WITHIN 160' OF THE SUBJECT LOT, MEASURED FROM
A POINT. FIVE FEET ABOVE GRADE, SUCH SCREENING SHALL BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO
MAINTAIN A UNIFIED APPEARANCE.
07 100% COVERAGE 'OF GROUNDCOVER, DECORATIVE PAVING
DECORATIVIr ROCK, OR A PERENNIAL GRASS 15 REQUIRED IN
PARKING LOT ISLANDE315HALE5:AND DRAINAGE AREAS THE
PARKING. LOT SETBACK,
RIGHT -5 -OF -WAY, BUFFER YARb.
LANDSCAPING NOT DEDICATED TO TREES/ AND ADJACENT
PROPERTY ' DISTURBED DURING CONSTRUCTION.
05 V4A I 1rR AND SEWER CONSTRUCTION RUCTION SHALL Be IN ACCORDANCE
WITH BCS UNIFIED DE51GN GUIDELINES AND SPECIFICATIONS,
Oq ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE
SHALL BE MARKED WITH A CONTINUOUS 8" WIDE RED PAINTED
M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL- STRIP, WITH 4" WHITE LETTERING STATING "FIRE LANE NO
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN PARKING TON AWAY ZONE", WORDING MAY NOT BE SPACED
STRUCTURAL FRAMING OR FOUNDATIONS, A LICENSED PROFESSIONAL MORE THAN 151 APART,
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE .10 PROPERTY TO COMPLY WITH SECTION 7.10 OF THE UDO
:CORD" SHALL BEAR THE sa� ANDARD.
DRAWING, THEN THE "ENGINEER OF RE OUTDOOR LIGHTING ST .
RESPONSIBILITY FOP, THE STRUCTURAL DESIGN. M -H DESIGN ,WILL 11 CONTRACTOR TO REMOVE . THT . E 10 THF__V'_CURB AT THE
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR WEST END OF THE SHARED IPA THAT IALOCKS FI CESS.
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. SHRUBS IN BUFFER TO BE RI 12 AT PLANTING STAGE. ntv a I.i
__ - A __ _ -
DATE; 15PEC04
PROJECT: CL -04-267
DRAWN: BHO
CHECKED: SRN
HEATED: 21202, cl 0
SLAB: 2,307.3 IP
REVISION; 7FEB05
/v
SHEET NUI' PER
SHEET 01 OF 07
INFOWATION
S 0 LEGEND
STATE. FARM INSWRANCE C*;FlCr=
_H_ WATER LINE WATER METER
ORIGINAL SUBMITAL DATE: 1/10/05)
_G� GAS LINE
O IRRIGATION METER
OWNER/DEVELOPER: Jim STUCKEY, AGENT
—5— SEWER LINE FH
2501 TEXAS AVENUE SOUTH
FIRE HYDRANT
SUITE A-100
—E— ELECTRIC LINE
COLLEGE STATION, TX 77540
EN
(q7q)
—F— CHAIN LINK FENCE LINE ELECTRIC METER
ENGINEER: GALINDO ENGINEERS PLANNERS
-cJ---t�- 0-0" WOOD FENCE MANHOLE
CHRISTIAN GALINDO
3553 SOUTH TEXAS AVE, SUITE 215
BRYAN TEXAS 77802
(q79) �46-8565
GENERAL' Notes
APPLICANTj M -N DESIGN
01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O.
STEVE MUSSER
1817-A BROTHERS BLVD
COLLE
,GE STATION, TX 778-45
02 IRRIGATION SYSTEM MUST BE PR I
PROTECTED BY A PRESSURE
(q7q) 6414-1059VACUUM
BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE
- OR A DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS
PER CITY ORDINANCE 2394,
03 ALL BACK FLOW DEVICES MUST BE, INSTALLED AND TESTED
UPON INSTALLATION AS PER CITY ORDINANCE 2364.
04 SHRUBS ALONG FRONT OF LOT MUST BE 31 HIGH FOR SCREENING
PURPOSES,
05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS
COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS
48041CO144 C, EFFECTIVE JULY 2 1992, THIS PROPERTY 15 NOT
LOCATED IN, A 1.00—YEAR FLOOD HAZARD AREA.
06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL
BE SCREENED FROM VIEW., OR ISOLATED 50 AS NOT TO BE
VISIBI,E FROM ANY PUBLIC- RIGHT-OF-WAY OR RESIDENTIAL
Dl!�TRICT -WITHIN 160' OF THE SUBJECT LOT, MEASURED FROM
A POINT. FIVE FEET ABOVE GRADE, SUCH SCREENING SHALL BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO
MAINTAIN A UNIFIED APPEARANCE.
07 100% COVERAGE 'OF GROUNDCOVER, DECORATIVE PAVING
DECORATIVIr ROCK, OR A PERENNIAL GRASS 15 REQUIRED IN
PARKING LOT ISLANDE315HALE5:AND DRAINAGE AREAS THE
PARKING. LOT SETBACK,
RIGHT -5 -OF -WAY, BUFFER YARb.
LANDSCAPING NOT DEDICATED TO TREES/ AND ADJACENT
PROPERTY ' DISTURBED DURING CONSTRUCTION.
05 V4A I 1rR AND SEWER CONSTRUCTION RUCTION SHALL Be IN ACCORDANCE
WITH BCS UNIFIED DE51GN GUIDELINES AND SPECIFICATIONS,
Oq ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE
SHALL BE MARKED WITH A CONTINUOUS 8" WIDE RED PAINTED
M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL- STRIP, WITH 4" WHITE LETTERING STATING "FIRE LANE NO
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN PARKING TON AWAY ZONE", WORDING MAY NOT BE SPACED
STRUCTURAL FRAMING OR FOUNDATIONS, A LICENSED PROFESSIONAL MORE THAN 151 APART,
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE .10 PROPERTY TO COMPLY WITH SECTION 7.10 OF THE UDO
:CORD" SHALL BEAR THE sa� ANDARD.
DRAWING, THEN THE "ENGINEER OF RE OUTDOOR LIGHTING ST .
RESPONSIBILITY FOP, THE STRUCTURAL DESIGN. M -H DESIGN ,WILL 11 CONTRACTOR TO REMOVE . THT . E 10 THF__V'_CURB AT THE
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR WEST END OF THE SHARED IPA THAT IALOCKS FI CESS.
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. SHRUBS IN BUFFER TO BE RI 12 AT PLANTING STAGE. ntv a I.i
__ - A __ _ -
DATE; 15PEC04
PROJECT: CL -04-267
DRAWN: BHO
CHECKED: SRN
HEATED: 21202, cl 0
SLAB: 2,307.3 IP
REVISION; 7FEB05
/v
SHEET NUI' PER
SHEET 01 OF 07
CITY OF C(PLLr=afz STATION
REQUIRSMENTS
5X050L
MINIMUM:
�!A=
-QuAbITITI
POINT
EQUil
MAXIMUM;
32 GALLONS PER MINUTE
YAL.-Ug
SRM
SEWER DEMAND:
MINIMUM:
0 GALLONS PER MINUTE
�,
AVERAGE:
< I GALLONS PER MINUTE
MAXIMUM:
'15,360 GALLONS PER DAY
DAY
IRRIGATION;
MINIMUM:
0 GALLONS PER MINUTE
2.1" TO 3.4"
RED OAK TREE
2
150
Boo
CALIPER
(Quer4v* shumordil)
CANOPY
(NEW)
1.5" TO 2.0"
CALIPER
RED OAK TREE
(Quercus rhumardil)
2
75
150
CANOPY
(NEW)
1:251' CALIPER
TREE CREPE MYRTLE
-
5
40
200
AND LARGER
(Logeretroe m__ ld-iricl ion)_
� *IME
(NON -CANOPY)
(NEN)
A.
5GAL
SHRUB
(Wax Leaf Liq*ustrurrl)
40
lo:
400
(NEW)
REQUIRED LOT POINTS;
q,047.5 SQUARE FEET OF SITE AREA
9,047.3 / 1,000 = q.04
q.04 x 30 = 271,2 = 272 POINTS
TOTAL POINTS REQUIRED- WO (MINIMUM) TOTAL POINTS PROPOSED- 1050
PARKING REQUIREMENTS FOR OFFICE BUILDING:
(I SPACE / 250.0 SQ.FT.) x 2, 307.3 5Q. FT. q.2 SPACES
TOTAL SPACE'S REQUIRED- 10 TOTAL5PACE5 PROPOSED- 10
%' ` y ;'�.',j G` ' ( 11 CC) LJ +3'
< 7
qM
I I Ar- PAD <1\ I T..!17N N01
PROPERTY LINE., 150,20' 5 45*22'4(oll E unwwwAMD
PROPOSED
7E
0
I HATER METER
ltl
PROPOSED 31 a
PROP' 4" IRRIGATION
PROPOSED METER
FI Fr_ 15;�FRVIC.F SEWER LINE WATERARRien(
WATER
4 SEWER PEMANDS
N6TER DE
MINIMUM:
0 GALLONS PER MINUTE
AVERAGE;
< I GALLONS PER MINUTE
MAXIMUM;
32 GALLONS PER MINUTE
CHECKED:
SRM
SEWER DEMAND:
MINIMUM:
0 GALLONS PER MINUTE
�,
AVERAGE:
< I GALLONS PER MINUTE
MAXIMUM:
'15,360 GALLONS PER DAY
DAY
IRRIGATION;
MINIMUM:
0 GALLONS PER MINUTE
AVERAGE:
< I GALLONS PER MINUTE
MAXIMUM;
M 115 GALLONS PER MINUTE
LOAtD CALCULATION:
220B X B VA 50, FT. 6665 VA i
GAS HEAT 1500 VA
4 TON A/C. 4000 VA
WATER HEATER 5000 VA
35 LIGHTS 6540 VA
36 OUTLETS 6540 VA
REFRIGERATOR 1500 VA 9
-----------------
F
TOTAL i AMP
A& ALdftAdft
COMPLIANCE
FEB 10 2005
COLLEGE STATION
ENGINEERING
INFORMATION
OTATE FAIRM INSWRANCE OFFICE
(ORIGINAL SUBMITAL DATE: 1/10/05)
ONN5RADEVIELOPER. JIM STUCKEY, AGENT
2501 TEXAS AVENUE SOUTH
SUITE A-100
COLLEGE STATION, TX 77840
(q7q) 03-1q00
ENGINEER: GALINDO ENGINEERS * PLANNERS
CHRISTIAN GALINDO
5353 SOUTH TEXAS AVE, SUITE 215
BRYAN TEXAS 77802
(c179) 846-88 8
APPLICANT- M -M DESIGN
STEVE MU55ER
1517-A BROTHERS BLVD
COLLEGE S-fATION, TX 77545
(q7q) 04-105q
am
SYM50L L.EGEND
—H— WATER LINE WATER METER
—G— GAS LINE IRRIGATION METER
IM
5— SEWER LINE
—E—ELECTRIC LINE 111611 FIRE HYDRANT
Em
—F— CHAIN LINK FENCE LINE ELECTRIC ME -TER
-ct---a- 0-0" HOOD FENCE MANHOLE
GENERAL NOTES
01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O.
02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE
VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE
OR A DOUBLE -CHICK BACK FLOW DEVICE AND INSTALLED As
PER CITY ORDINANCE 23614,
05 ALL BACK FLOW IDEVICEESMU5T 55. INSTALLED AND TESTED
UPON INSTALLATION AS PER CITY ORDINANCE 2314,
04 SHRUBS ALONG FRONT OF LOT MUST BE B' HIGH FOR SCREENING
PURPOSES,
05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS
COUNTY TEXASAND INCORPORATED AREA MAP NUMBERS
48041CO144 C, EFFECTIVE JULY 2" 1982, THIS PROPERTY 15 NOT
LOCATED IN A 100 -YEAR PLOODHAZARb AREA.
06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL
BE SCREENED FROM VIEW OR ISOLATED 50 As NOT TO BE
VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL
DISTRICT WITHIN 150' OF THE 5UBJECTLOT, MEASURED FROM
A POINT FIVE FEET ABOVE GRADE, SUCH SCREENING 5HAI-L BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO
MAINTAIN A UNIFIED APPEARANCE,
07 1001 COVERAGE OF GROUKDOOVER, DECORATIVE PAVING,
DECORATIVZ ROCK, ORA PERENNIAL GRASS 15 REQUIRED IN
PARKING 1-0-T ISLAND-, AND DRAINAGE AREAS THE
PARKING. LOT SETBACK, RIGHTS-OF-WAY, BUFFER YARD
NOT DEDICATED TO TREES, AND ADJACENT
PROPERTY 'DisT,uRBr:4D DURING CONSTRUCTION.
05 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE
WITH BC5 UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS,
09 ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE
SHALL. BE MARKED WITH A CONTINUOUS 81' WIDE RED PAINTED
M --II DE51GN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL STRIP, WITH 41'.WHITE LETTERING STATING "FIRE LANE NO
FIRM, WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN PARKING TON AWAY ZONE", WORDING MAY NOT BE SPACED
STRUCTURAL FRAMING OR FOUNDATIONS, A LICENSED PROFESSIONAL MORE THAN 15' APART.
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE .10 PROPERTY TO COMPLY WITH SECTION 7.10 OF THE UDO
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE OUTDOOR LIGHTING STANDARD.
RESPONSIBILITY FOR THE STRUCTURAL DESIGN, M -M DESIGN WILL 11 CONTRACTOR TO REMOT(o
VEH'E PORTION OF THE " CURB AT THE
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL- DESIGN AND/OR NEST END OF THE, SHARED PARKING THAT aLocrs FIRE ACCESS.
ANY PROBLEMS THAT MAY ARISE REGARDING T44F DESIGN. 12 SHRUBS IN BUFFER TO BE ATntST 3 -FELT IN HEIjWl
AT PLANTING STAGE. w 1^ 1^ ® 1^ AM ® Lft f
mqj
DATE;
15DEC04
PROJECT:
CL -04-267
DRAV4N:
BHO
CHECKED:
SRM
HEATED:
2,.2.02,90
�,
S[ -AB:
2,307,31P
7FEB05
REVISION:
SHEET NUMBER
00
SHEET 01 OF 07