HomeMy WebLinkAboutDrawingLOT 5R 6.51 ACRES
UNZONeD
JOSEPH A MIKE5KA JR.
COLLEGE STATION
CITY LIMIT LINE
TRANSFORMER
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ALL EDGES Ik2 DEEP
REINF. AS PER CONC.
PAVEMENT DETAIL
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ABANDONiE UTILITY EASEMENT • COLLEGE STATION
UTILITY EAS it r`
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CITY LIMIT LINE
GA . ..... --VOLUME 352, PAGE 555
BEING APPLIED 0-6 ��
L - - - - - -
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- - - - - - - - OF THE DEED RECORDS
GATE
s- GATE Bo GATE
OF BRAZOS COUNTY)
:�Y
PROPER S 45 °38'02" 245 °38'02" E
_JLNE� 0.43'
EXISTING 40' x VARIABLE WIDTH
— JOINT ACCESS EASEMENT
(EXISTING JOINT ACCESS! EASEMENTS
AND 20.0' PROPERTY LIN- EASEMENTS
RECORDED IN VOLUME 4 PAGE 66
OF THE DEED RECORDS OF BRAZOS COUNTY)
E
24"x40' CULVERT
WITH! CONCRETE
SK IRTING
EX15TIN
WATER L INE
EXISTING
12 FIRE HYDRANT
low* PROPERTY LINE
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TOOL V' RAD ALONG
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#3 BARS @ 1;2 O.C.E.W.
2' CLEAR WIDTH
6 COMPACTED SUBGRADE—
0 fREINF. CONCRETE
3 FAVEMENT
REFERENCE, 01/SP-1.1 SCALE- 3/4'4-0"
JOINT SEALER
3/4" EXPANSION JOINT AS 5PEC'D.
MATERIAL AS SPEC'D.
ALL EDGES PANSION, CAP-INSIDE DIA. TO BE
4F,. GREATER THAN DIA. OF DOWEL
' EXTEND - 1/2 LENGTH OF DOWEL
SMOOTH BAR DOWEL MxIS" @
18" O.C.,(WDaW 40 SAE TO A OILED_\ —REINF. AS PER CONC.
W/ STD. 0 5AE GRADE) PAVEMENT DETAIL
9
6" LIME STABILIZED
SUBGRADE 0 7%
(EXTEND I' BEYOND CURB)
N
COMPACTED 5UBGRADE --/
0 CONTIR ACT ION
4JOINT
!REFERENCE, 01/5P-1.1 SCALE- 514'4-0"
TEMf=OfRAfRY
CUR51NG
REFERENCE, 01/5P _,.,
SCALE - 3/4'-I'-0`
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DRAINAGE CULVERT VAR IES-1
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METAL, KEYWAY, PLATE
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WITH FORMED GROOVE
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EDGE ROUNDED TO 114' RADIUS
15 MIN LAP
1. ROW MUST HAVE CONCRETE CULVERT
CL
SLOPED END SECTIONS
SECOND FOUR
(6:1 SLOPE) OR APPROVED I
STREET
-
EQUAL. A-<-J
MINIMUM: 0 GALLONS PER MINUTE
MICAL DRIVEWAY ENTRANCE
WITH CULVERT
3.5" AND LARGER
LIVE OAK TREE
SCALE: NT5
300
3900
AVERAGE: < I GALLONS PER MINUTE
CALIPER
(Quercus virginiona)
IRRIGATION:
MINIMUM: 0 GALLONS PER MINUTE
FIRST FOUR
AVERAGE: < I GALLONS PER MINUTE
ARCHITECT/DESIGN:
MAXIMUM. 15 GALLONS PER MINUTE
COMPACTED 5UBGRADE
REINF. AS PER CONC.
LONnITUDINAL
, -
PAVEMENT DETAIL
0 (o JOIN
REFERENCE- 01/SP-1.1
SCALEt 514'-1'-0"
N
COMPACTED 5UBGRADE --/
0 CONTIR ACT ION
4JOINT
!REFERENCE, 01/5P-1.1 SCALE- 514'4-0"
TEMf=OfRAfRY
CUR51NG
REFERENCE, 01/5P _,.,
SCALE - 3/4'-I'-0`
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A PROX. 12" DRIVEWAY WIDTH
DRAINAGE CULVERT VAR IES-1
(MIN. 15" DIA. PIPE)
SECTIONA-A A
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ALL DRIVEWAY PIPES WITHIN DR
EDGE PVMT.
1. ROW MUST HAVE CONCRETE CULVERT
CL
SLOPED END SECTIONS
3212 N . GRAHAM ROAD
(6:1 SLOPE) OR APPROVED I
STREET
-
EQUAL. A-<-J
MINIMUM: 0 GALLONS PER MINUTE
MICAL DRIVEWAY ENTRANCE
WITH CULVERT
3.5" AND LARGER
LIVE OAK TREE
SCALE: NT5
ets *WAeAt OVA
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1-1/2" IRRIGATIO1
IRRIG ATION SERVICE
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CITY OF COLLEGE STATION
REQUIREMENTS
ORIGINAL SUBMITTAL
SYMBOL
0 0 M irl"I'L I Al, N Of E
NAME
QUANTITY
POINT
VA LUE
i POINT ii
COLLEGE STATION, TEXAS 77545
Gi.;LLL . L j i m I iON
515,410.46 SQUARE FEET
REVISION:
DEVELOPMENT SERVICES
OWNER/DEVELOPER:
PLAT FILED:
BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION
3212 N . GRAHAM ROAD
LUATER
4 SEWER DEMANOS
W A T ER D E I'l A N D:
MINIMUM: 0 GALLONS PER MINUTE
ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS
AVERAGE: < I GALLONS PER MINUTE
3.5" AND LARGER
LIVE OAK TREE
13
300
3900
AVERAGE: < I GALLONS PER MINUTE
CALIPER
(Quercus virginiona)
IRRIGATION:
MINIMUM: 0 GALLONS PER MINUTE
ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL
AVERAGE: < I GALLONS PER MINUTE
ARCHITECT/DESIGN:
MAXIMUM. 15 GALLONS PER MINUTE
4 M-M DESIGN (STEVE MUSSER)
VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL
I817-A BROTHERS BLVD
COLLEGE STATION, TEXAS 77545
(q79) 6q4-705q (OFFICE)
POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE
(q7q) 22q-9043 (MOBILE)
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO
MAINTAIN A UNIFIED APPEARANCE.
1.25" CALIPER
TREE CREPE MYRTLE
2
AO
50
AND LARGER
(Logerstroemia indica)
AREAS, THE PARKING LOT SETBACK, RIGHT5-OF-WAY AND
1.00" CALIPER
TREE CREPE MYRTLE
4
07
SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH. FOR SCREENING
(Logerstroemia indica)
05
ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE
SHALL BE MARKED WITH A CONTINUOUS 5" WIDE RED PAINTED
1i
STRIP, WITH 4" WHITE LETTERING STATING "FIRE LANE NO
5 GAL
SHRUB
27 27
10
270
Oq
ELECTRICAL SERVICE TO BE PROVIDED BY BTU ELECTRIC.
10
WELLBORN SPECIAL UTILITY DISTRICT WILL BE WATER PROVIDER.
11 SIGNS ARE TO BE PERMITTED SEPARATELY.
STREETSCAPE
1.25" CALIPER
TREE CREPE MYRTLE
16
AO
640
AND LARGER
(Logerstroemia indica)
I-4-GAL-
SHRUB
" (Wax - Leaf LigustrUrn)
75
-75
J.
ALL CALIPER MEA5URMENT5 SHALL BE 12" ABOVE GRADE
STREETSCAPE-
(231.5' / 50) x 300 PT5 = 1,359 PTS (REQUIRED ADDITIONAL POINTS)
231.5' / 32 = 7.2 = 8 CANOPY (OR .2 NON CANOPY FOR I CANOPY)
251.5' / 3 = 77.2 = 75 (5) GAL SHRUBS
POINTS PER PROJECT AREA:
85,410.5 SQUARE FEET OF SITE AREA
55,410.5 / 1, 000 = 85.4
85.4 x 30 = 2,652 POINTS
TOTAL POINTS REQUIREDs 4 TOTAL POINTS PROPOSED, 4
PARKING REQUIREMENTS FOR VETERINARY CLINIC:
(I SPACE / 300.0 SQ.FT.) x 6, q00 SQ.FT. = 23 SPACES
TOTAL SPACES REQtJIREDs 23 TOTAL SPACES PROPOSEDs 24
--------------------------------
NA ER SERVICE
,T
1-11.4 SCH 40 PVC
SLEEVED IN 3" PVC,
I" WATER-
COPPER TAPS
MECHANICAL JOINT
FITTINGS WITH
RETAINING GLANDS
WATER ,DETAIL
WILDING INFORMATION
BUILDING SIZE: 6,783.2 5Q.FT.
BUILDING MATERIAL: MASONRY GNU AND WOOD FRAMING
WITH STONE METAL, AND FIBER
CEMENT VENEER. ROOF TO BE
METAL OVER ENGINEERED TRUSSES.
BUILDING FOUNDATION: ENGINEERED SLAB ON DRILL
SHAFT PIER SYSTEM.
THE BUILDING WILL NOT BE SPRINKLED
REVIEWED FuR
ORIGINAL SUBMITTAL
AUGUST 2008
0 0 M irl"I'L I Al, N Of E
AGGIE PET ZONE FACILITY
02
SEP 3 G 2009
HEATED.
COLLEGE STATION, TEXAS 77545
Gi.;LLL . L j i m I iON
515,410.46 SQUARE FEET
REVISION:
DEVELOPMENT SERVICES
OWNER/DEVELOPER:
PLAT FILED:
BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION
3212 N . GRAHAM ROAD
LUATER
4 SEWER DEMANOS
W A T ER D E I'l A N D:
MINIMUM: 0 GALLONS PER MINUTE
ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS
AVERAGE: < I GALLONS PER MINUTE
APPLICANT:
MAXIMUM: 32 GALLONS PER MINUTE
SEWER DEMAND:
MINIMUM: 0 GALLONS PER MINUTE
45041CO144 C t 4804100152 C, EFFECTIVE JULY 2, lqq2, THIS
AVERAGE: < I GALLONS PER MINUTE
MAXIMUM: 15,360 GALLONS PER DAY
IRRIGATION:
MINIMUM: 0 GALLONS PER MINUTE
ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL
AVERAGE: < I GALLONS PER MINUTE
ARCHITECT/DESIGN:
MAXIMUM. 15 GALLONS PER MINUTE
WILDING INFORMATION
BUILDING SIZE: 6,783.2 5Q.FT.
BUILDING MATERIAL: MASONRY GNU AND WOOD FRAMING
WITH STONE METAL, AND FIBER
CEMENT VENEER. ROOF TO BE
METAL OVER ENGINEERED TRUSSES.
BUILDING FOUNDATION: ENGINEERED SLAB ON DRILL
SHAFT PIER SYSTEM.
THE BUILDING WILL NOT BE SPRINKLED
SYM50L LEGEND
_W— WATER LINE LIGHT POLE s"
—G— GAS LINE ® WATER METER
Y
—5— SEWER LINE FN FIRE HYDRANT
1110111
GROUND SIGN EM
ELECTRIC METER
INFORMATION
ORIGINAL SUBMITTAL
AUGUST 2008
PROJECT:
AGGIE PET ZONE FACILITY
02
3227 ROCK PRAIRIE ROAD WEST
HEATED.
COLLEGE STATION, TEXAS 77545
TOTAL SITE AREA:
515,410.46 SQUARE FEET
REVISION:
OR 2.03 ACRES
OWNER/DEVELOPER:
JOSEPH t DOROTHY MIKE5KA
BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION
3212 N . GRAHAM ROAD
COLLEGE STATION, TEXAS 77545
(q7q) 764-0104 (OFFICE)
ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS
(q7q) 575-2545 (MOBILE)
APPLICANT:
MARK ROBINSON
n..
ROBINSON CU5TOM HOMES
45041CO144 C t 4804100152 C, EFFECTIVE JULY 2, lqq2, THIS
1737 BALL CIRCLE
COLLEGE STATION, TEXAS 77845
..
(q7q) 6q0-1425 (OFFICE)
ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL
(q7q) 574-5430 (MOBILE)
ARCHITECT/DESIGN:
HARRY BOSTIC, AIA (546-5566)
4 M-M DESIGN (STEVE MUSSER)
VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL
I817-A BROTHERS BLVD
COLLEGE STATION, TEXAS 77545
(q79) 6q4-705q (OFFICE)
POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE
(q7q) 22q-9043 (MOBILE)
SYM50L LEGEND
_W— WATER LINE LIGHT POLE s"
—G— GAS LINE ® WATER METER
Y
—5— SEWER LINE FN FIRE HYDRANT
1110111
GROUND SIGN EM
ELECTRIC METER
t0T: LOT GR (1.02 AC) AND A
PORTION OF LOT 7R (1.01 AC)
BLOCK: BLOCK 02
SUBDIVISION: "i0l
POCK PRAIRIE NEST
BUSINESS PARK - PHASE I
COLLEGE STATION, TEXAS
BRAZOS COUNTY
h
M-M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. HE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND. FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. N-M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY AR15E REGARDING THE DESIGN.
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DATE:
GENEPZAL NOTES
PROJECT:
01
IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O.
RAB
02
IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE
HEATED.
6, 7 IP
VACUUM BREAKER OR REDUCED. PRE55URE BACK FLOW DEVICE
7
REVISION:
AND INSTALLED AS PER CITY ORDINANCE 2394.
03
BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION
240CTOB
AS PER CITY ORDINANCE 2384.
04
ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS
COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS
n..
45041CO144 C t 4804100152 C, EFFECTIVE JULY 2, lqq2, THIS
i
PROPERTY 15 NOT LOCATED IN A 100-YEAR FLOOD HAZARD AREA.
..
05
ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL
.1
BE SCREENED FROM VIEW OR ISOLATED 50'A5 NOT TO BE
VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL
DISTRICT WITHIN 150' 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.
06
100% COVERAGE OF GROUND COVER, DECORATIVE PAVING,
DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS 15
REQUIRED IN PARKING LOT ISLANDS, SWALE5 AND DRAINAGE
AREAS, THE PARKING LOT SETBACK, RIGHT5-OF-WAY AND
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
07
SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH. FOR SCREENING
PURPOSES.
05
ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE
SHALL BE MARKED WITH A CONTINUOUS 5" WIDE RED PAINTED
1i
STRIP, WITH 4" WHITE LETTERING STATING "FIRE LANE NO
PARKING TOW AWAY ZONE". WORDING MAY NOT BE SPACED
MORE THAN 15' APART.
Oq
ELECTRICAL SERVICE TO BE PROVIDED BY BTU ELECTRIC.
10
WELLBORN SPECIAL UTILITY DISTRICT WILL BE WATER PROVIDER.
11 SIGNS ARE TO BE PERMITTED SEPARATELY.
t0T: LOT GR (1.02 AC) AND A
PORTION OF LOT 7R (1.01 AC)
BLOCK: BLOCK 02
SUBDIVISION: "i0l
POCK PRAIRIE NEST
BUSINESS PARK - PHASE I
COLLEGE STATION, TEXAS
BRAZOS COUNTY
h
M-M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. HE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND. FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. N-M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY AR15E REGARDING THE DESIGN.
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DATE:
7SEP07
PROJECT:
CL-07-240
DRAWN:
RAB
CHECKED:
SRM
HEATED.
6, 7 IP
SLAB:
7
REVISION:
17JULY08
23SEPOB
240CTOB
IBSEPOq
SHEET NUMBER
1 6
5p
SHEET 01 OF 01