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PLUMBING FIXTURE UNITS
FIRE HYDRANT
.%
EXISTING FIRE
LANE TO REMAIN
OWNER I
FIXTURE TYPE.
NUMBER OF.
FIXTURES
WATER LOAD
WASTE LOAD
WATER FU
PER
FIXTURE
TOTAL WATER
F.U..(G.W. &
HW.)
FIXTURE
CXV. F.U.,,
FIXTURE
H.W. F.U.
WASTE.F.U. PER
FIXTURE
TOTALWAS.TE
F.U;
WATER CLOSET (FLUSH VALVE)
5
10.0
60.0
10.0
(0
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00
4:0
20.0
URINAL
t r%
10.0
0.5
1.0
W
LAVATORY:
3 T
to
3.0
1.5
1,5
1.0
3.0
LU
�9
HAND SINK
2
to
2.0
1_5
1.5
1.0
2.0
MO I P SINK
2.3
2b
2.0
'0
3 -COMP":
C:
2.4
1.5,
1.5
4.0
.0
4.01
PREP Slk 6NDIRECT WASTE TO FS),
�O
�4'
-0
0,6
amo
(N
2.0
DISHWASHER (INDIRECT WASTE TO FS)
.0
1-4
0.0
(1-0
i2'0
0.0
AIN
FLOOR DRAIN
6
0.6
ao
2.0
1]2.0
FLOOR SINK
6
0.6
3.0
1.0
6; 0
SHAKE MACHINE; COLD .WATER :FAUCET
0
1.0
0
--O-QFFEErrEE--BREV.VF-f;LMAGHIME- -
0
1.0
OA`1.0
ICE MACHINE
0
M
0.0
4.0
H08S 131OBS
TOTAL: WATER:'ii
All
-
76.0
212;76,
000
FIRE HYDRANT
.%
EXISTING FIRE
LANE TO REMAIN
OWNER I
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TOTAL BUILDING SQUARE
FOOTAGE: 3631
CURB
PATRICIA ST..
30'R.O.W.
101' - 7"
EXISTING POLE
MOUNTED TRANSFORMER - PROPERTY LINE
P.P.-"'
P.P.
NS OF EGRESS
' -FR OH TO PATRICIA
'NS 0
;FIR BOI
EXISTING PARKING
SPACES TO REMAIN. .... ........
CONTRACTOR TO
RE STRI E. (TYP)
PART OF *PART OF
&_
LOT 7'
�8_PACES
SIDEWALK
Applicant:
Natalie Ruiz, IPS Group;
511 University Drive East, 204
College Station, TX 778410
979.846.9259 Office
979.260.3564 Fax
Owner/Developer:
Chad Baccus/Baccus Enterpri
8 Orsinger Falls
San Antonio, TX 78230
210.669.1499
Legal Description:
Lot 6,7,8,9, Block 8
of W.C. Boyett Partition
P.P.
co
CY)
:DG OF
am!EMNTFENCE
ARCHITECTURE
ENGINEERING
I N T E R 1 0 R S
PAUL ANTHONY +
ASSOCIATES LLC.
62431 10 WEST, SUITE 1010
SAN ANTONIO, TX. 78201
0:(210)375-7700 F:(210)375-7784
www.paulanthonyassoc.com
ISSUE:
OWNER
TO DRIVE, LLP.
00 200 UNIVEPSITY
ZONED N
CORE NORTHGATE
FREEZER/ COOLER
MBY OTHERS
FIF
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, �PTRELLISES
11, 11, 14 11 1, R 1
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P.P.
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TOTAL BUILDING SQUARE
FOOTAGE: 3631
CURB
PATRICIA ST..
30'R.O.W.
101' - 7"
EXISTING POLE
MOUNTED TRANSFORMER - PROPERTY LINE
P.P.-"'
P.P.
NS OF EGRESS
' -FR OH TO PATRICIA
'NS 0
;FIR BOI
EXISTING PARKING
SPACES TO REMAIN. .... ........
CONTRACTOR TO
RE STRI E. (TYP)
PART OF *PART OF
&_
LOT 7'
�8_PACES
SIDEWALK
Applicant:
Natalie Ruiz, IPS Group;
511 University Drive East, 204
College Station, TX 778410
979.846.9259 Office
979.260.3564 Fax
Owner/Developer:
Chad Baccus/Baccus Enterpri
8 Orsinger Falls
San Antonio, TX 78230
210.669.1499
Legal Description:
Lot 6,7,8,9, Block 8
of W.C. Boyett Partition
P.P.
co
CY)
:DG OF
am!EMNTFENCE
ARCHITECTURE
ENGINEERING
I N T E R 1 0 R S
PAUL ANTHONY +
ASSOCIATES LLC.
62431 10 WEST, SUITE 1010
SAN ANTONIO, TX. 78201
0:(210)375-7700 F:(210)375-7784
www.paulanthonyassoc.com
ISSUE:
OWNER
TO DRIVE, LLP.
00 200 UNIVEPSITY
ZONED N
CORE NORTHGATE
FREEZER/ COOLER
MBY OTHERS
FIF
FT_
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, �PTRELLISES
11, 11, 14 11 1, R 1
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123' - 6"
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SHEET:
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DOOR TYPE:
1. MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM,
EITHER ATTACHED PANEL OR BOTTOM RAIL.
HARDWARE:
2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL
KNOWLEDGE OR EFFORT.
3. OPENABLE BY SINGLE EFFORT LEVER -TYPE DEVICE (NOT
REQUIRING GRASPING).
4. MOUNTED 36" TO 42".
5. MAXIMUM 5 LBS. EFFORT TO OPERATE EXTERIOR DOOR,
5 LBS. FOR INTERIOR.
5" X 5" INTERNATIONAL SYMBOL OF ACCESSIBILITY
AT 60" A.F.F. DISPLAYED ON THE LATCH
SIDE OF THE DOOR OR THE RIGHT SIDE SIDE
OF A PAIR DOORS.ORS.
36" TO 42" LEVERI
OR U SHAPED
HANDLE
10" MIN. BOTTOM
RAIL OR PROVIDE
KICK PLATE
i
RUBBER BUMPER
ON CHAIR
l A
lk
N.T.S.
12"
@ LEVEL SURFACE OF THE
SIDEWALK ALONG THE
TOP AND EACH SIDE OF THE RAMP.
APPROX. 3/4"
@ TOP
OF RAMP
EXCEPTION @
SLOPING
PORTION
OF RAMP
APPROX.
= TAPERED
N EDGES
WHERE
EXPOSED
NOTE:
ONLY APPROVED DSA/AC DETECTABLE
WARNING PRODUCTS AND DIRECTIONAL
SURFACES SHALL BE INSTALLED AS Of
PROVIDED IN THE CALIFORNIA CODE OF a
REGULATIONS (CCR), TITLE 24, PART 1, Q
ARTICLES 2, 3, AND 4. REFER TO CCR TITLE to
24, PART 12, CHAPTER 12-11A AND B, FOR N
BUILDING AND FACILITY ACCESS
SPECIFICATIONS FOR PRODUCT
APPROVAL FOR DETECTABLE WARNING
PRODUCTS AND DIRECTIONAL
SURFACES.
CONCRETE
1/4"
2.35"
H/C SYMBOL SHALL BE OF CONTRASTING
COLOR AND A MIN. SIZE PER A.D.A. THE BLUE
COLOR OF THE SYMBOL SHALL BE EQUAL TO
COLOR NO. 15090 IN FEDERAL
STANDARD 595b
ARROW DIRECTION PER LOCATION
LETTERS AND NUMBERSB SHALL HAVE A
MIN HEIGHT -TO -WIDTH RATIO OF BETWEEN
WARNING PER
12" WIDE GRO(
8
A0.6
H/C
VAN
SIGN
3:5 AND 1:1 AND A STROKE WIDTH TO
z n'
o
C2
HEIGHT RATIO BETWEEN
zzG �
C2
6
1:5 AND 1:10 AND VERIFY EXISTING
ox
Z N
00
CONDITIONS).
Z
ITEM 1.
THE FINISHES OF THE O
POU iE
THE FINISHES OF THE
z
ADD ADDITION VERBAGE AS REQ.'D,
0
F-
v
PER PLAN, HERE THE FINISHES OF THE
O�
z
w
Lf ry
3:5 AND 1:1 AND A STROKE WIDTH TO
z n'
o
PARKING STALL PAINT IN
HEIGHT RATIO BETWEEN
zzG �
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MIN. E I I\ E 0
L
1:5 AND 1:10 AND VERIFY EXISTING
ox
Z N
00
CONDITIONS).
AC � � I E I LE
AC C E�
ITEM 1.
THE FINISHES OF THE O
POU iE
THE FINISHES OF THE
Lu
ADD ADDITION VERBAGE AS REQ.'D,
0
F-
v
PER PLAN, HERE THE FINISHES OF THE
O�
z
w
Lf ry
PAINTED SURFACES SHALL BE NOW
z
ai
GLARE LETTER TYPE SHALL BEo
U)
RAISED 1/32 INCH MIN AND SHALL BE
00
u- z
SANS-SARIF UPPERCASE
O
m
z
= dY
CHARACTERS COMPLYING W/2007Q
Z
z
x
z Q
CB.C:- -
f
a�
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SANS-SARIF UPPERCASE
co
@ O
00
M
F
5'-0"
zM
H/C
5'-0"±
9 STALL
4'-0"
A0.6 SYMBOL
SCALE: N.T.S.
I
zt SIGNAGE SHALL BE POSTED IN A
CONSPICUOUS PLACE, AT EACH
ENTRANCE TO OFF STREET
PARKING FACILITIES, OR
IMMEDIATELY ADJACENT TO AND
VISIBLE FROM EACH STALL OR
PARKING SPACE. THE SIGN SHALL
NOT BE LESS THAN 17" x 22" IN
SIZE WITH LETTERING NOT LESS
THAN 1" IN HEIGHT, WHICH
CLEARLY AND CONSPICUOUSLY
STATES, THE FOLLOWING (REFER
TO SIGN AT LEFT
)"UNAUTHORIZED VEHICLES........
OR BY TELEPHONING....". BLANK
SPACES ARE TO BE FILLED WITH
APPROPRIATE INFORMATION
MINIMUM CHARACTER HEIGHT
SHALL BE 3"
THE FINISHES OF THE PAINTED
SURFACES SHALL BE NON -GLARE
LETTER TYPE SHALL BE RAISED
1/32 INCH MIN AND SHALL BE
SANS-SARIF UPPERCASE
CHARACTERS
lilli! qq I
1
PAINT CURB BLUE
4/A0.6
z n'
C
PARKING STALL PAINT IN
)VED DETECTABLE
zzG �
C2
MIN. E I I\ E 0
L
HEIGHT SHALL BE 3"
ox
Z N
00
LETTERS MIN. CBC 112913.4
Win.
ITEM 1.
THE FINISHES OF THE O
m�
THE FINISHES OF THE
0
SLOPING CURB - TYP.
0
F-
PAINTED SURFACES
SHALL BE NON -GLARE
=
O�
BE NON -GLARE
z
ai
6"± CURB
W •
LETTER TYPE SHALL BE RASIED
N
M
O
m
D
MP�x
.10
Z
z
x
O
AND SHALL BE
CHARACTERS u -
!'-
SANS-SARIF UPPERCASE
00
M
F
5'-0"
zM
I N. A
5'-0"±
4'-0"
9'-0" /
aSCACURB RAMP
LE: N.T.S.
NO PARKING
L
8'-0"
TRUNCATED DOMES
REF. 4/A0.6
TRANSITIONS FROM
RAMP(S) TO WALKS,
GUTTERS OR STREETS
ARE FLUSH AND FREE
OF ABRUPT CHANGES.
H/C 7
SIGN
6"X6"X48" MIN.
CONCRETE BUMBER
PERMANENTLY
SECURED TO
PAVEMENT -PAINT
BLUE AT H/C STALLS
BLUE STRIPES AT 36"
ON CENTER
II'
ARCHITECTURE
ENGINEERING
I N T E R I O R S
PAUL ANTHONY +'
ASSOCIATES LLC.
62431 10 WEST, SUITE 1010
SAN ANTONIO, TX. 78201
0: (210) 375-7700 F: (210) 375-7784
www.paulanthonyassoc.com
A ISSUE :
WITHIN THE ACCESSIBLE
C
PARKING STALL PAINT IN
Imt
WHITE THE WORDS "NO
MIN. E I I\ E 0
L
HEIGHT SHALL BE 3"
PARKING" IN 12" HIGH
00
LETTERS MIN. CBC 112913.4
ITEM 1.
THE FINISHES OF THE O
-
THE FINISHES OF THE
0
a
PAINTED SURFACES SHALL z
o0
F-
PAINTED SURFACES
SHALL BE NON -GLARE
=
u_
O
BE NON -GLARE
ai
Q
W •
SYMBOL AND LETTERING A-0
SHALL COMPLY W/ SECTION I u (o
11298.5 UBC. ui 4-a
1'-6" 1
8
--- < U)
ao.6 SIM
> r% (D
Z 7" I 7"
.uF Y fS'S9. sY
UNAUTHORIZED uj
i` a'o SE vy �o MIN. MIN.
d -z z--- A0.6
VEHICLES PARKED IN . � � y �°��s�� � ----
DESIGNATED HANDICAPPED / I/ -
SPACES NOT DISPLAYING i i ..
DISTINGUISHING PLACARDS _ i z
OR LICENSE PLATES ISSUED van ACCESSIBLE
—� RESERVED RESER'dED
FOR PERSONS WITH 2"X2" SQ. STEEL TUBE U> i
DISABILITIES MAY BE TOWED SUPPORTS (TYP.) CONTRACTOR --_Min. EEE x25�--
( t ,^M. FEE _250
AWAY AT OWNER'S EXPENSE. TO VERIFY EXACT CONDITION , ��-- -TOWED VEHICLES MAY BE AND ATTACHEDMENT OF BASE = u.-== - w w
RECLAIMED AT AT SITE PRIOR TO BIDDING. _ O= C) ~ -�-+
OR BY TELEPHONING M a = u. = u _
z OO OO •i
ACCESSIBLE PARKING AT LEVEL ¢ Q
�w•—
ua
00 SIGN TYPE "C" SIGN TYPE "B" � ' SIGN TYPE "A"
PROVIDE ADDITONAL SIGN AT= O
C7
PARKING _
STRUCTURE ENTRANCES ASa OPTION: SIGNS MAY BE WALL MOUNTED IF
REQ.'D PER "' HEIGHTS ARE MET. BACKGROUND DOLOR IS TO BE
z
PLAN INSERT LEVEL # PER PLAN ? CONTRASTING.
— 2
H/C/ SIGNAG
E A.-
/ SIGNPAG-E
TRUNCATED DOME/SURFACE GROOVING - 6 }
._ - _ - � �_ T.S. �
_ - — -SCALE. N.T.S.
)GALE: N.T.S.
7" MIN. H/C SYMBOL SHALL BE OF 7" MIN.
CONTRASTING COLOR
AND A MIN. SIZE PER
H/C SYMBOL SHALL BE OF A.D.A. THE BLUE COLOR
CONTRASTING COLOR AND A MIN. F OF THE SYMBOL SHALL
SIZE PER A.D.A. THE BLUE COLOR
EQUAL TO COLOR NO. 15090 IN
FEDERAL STANDARD 595b
Z_
LETTERS AND NUMBERS SHALL
HAVE A MIN HEIGHT TO WIDTH o
BE EQUAL TO COLOR NO.
15090 IN FEDERAL
STANDARD 595b
LETTERS AND NUMBERS z
SHALL HAVE A MIN.
HEIGHT -TO -WIDTH RATIO o
RATIO OF BETWEEN 3:5 AND 1:1 OF BETWEEN 3:5 AND 1:1
AND A STROKE WIDTH TO HEIGHT AND A STROKE WIDTH TO
LRATIO BETWEEN 1:5 AND 1:10
TO COMPLY W/ 10 RESERVED 1:51GHT AND 1�:101
BETWEEN
LLETTERING
2007 C.B.C. TO COMPLY W/ 2007 C.B.C.
7
H/C/ SIGNAGE
SCALE: N.T.S.
VAN ACCESSIBLE
RESERVED
H/C/ VAN SIGNAGE
SCALE: N.T.S.
WHITE
BLUE -
WHITE
4" TYP.
36"
E�-JLXT " t
SHEET TITLE :
SITE PLAN
DETAILS
JOB: 11-026
DATE: 12/13/2011
SHEET:
MINIMUM CHARACTER
MIN. E I I\ E 0
L
HEIGHT SHALL BE 3"
v
MIN. CHARACTER HEIGHT SHALL BE 3"
Q
THE FINISHES OF THE O
-
THE FINISHES OF THE
0
PAINTED SURFACES SHALL z
o0
F-
PAINTED SURFACES
SHALL BE NON -GLARE
=
u_
O
BE NON -GLARE
ai
Q
LETTER TYPE SHALL BE RASIED
LETTER TYPE SHALL BE
M
1/32 INCH MIN. AND SHALL BL W
RAISED 1/32 INCH MIN
z
Z
z
SANS-SARIF UPPERCASE
O
AND SHALL BE
CHARACTERS u -
!'-
SANS-SARIF UPPERCASE
00
M
CHARACTERS
7
H/C/ SIGNAGE
SCALE: N.T.S.
VAN ACCESSIBLE
RESERVED
H/C/ VAN SIGNAGE
SCALE: N.T.S.
WHITE
BLUE -
WHITE
4" TYP.
36"
E�-JLXT " t
SHEET TITLE :
SITE PLAN
DETAILS
JOB: 11-026
DATE: 12/13/2011
SHEET:
v v v v v
Applicant:
Natalie Ruiz, IPS Group
511 University Drive East, 204
College Station, TX 77840
979.846.9259 Office
979.260.3564 Fax
Developer:
Chad Baccus/Baccus Enterprises
8 Orsinger Falls
San Antonio, TX 78230
210.669.1499
Legal Description:
Lot 6,7,8,9, Block 8
of W.C. Boyett Partition
\,
,\
\.
Owner: `\
Randy Klein/Radalkor, LLC.
1710 Droxford Drive
Houston, TX 77008 \
713.829.3808 \,
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5. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON i - Y� ;`' ;
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Applicant:
Natalie Ruiz, IPS Group CODE ANALYSIS
511 University Drive East, 204
College Station, TX 77840
979.846.9259 Office
979.260.3564 Fax
Developer: 1. SCOPE OF WORK:
Chad Baccus/Baccus Enterprises TENANT IMPROVEMENTS FOR A RESTAURANT FACILITY IN A PREVIOUSLY
8 Orsinger Falls UNOCCUPIED LEASE SPACE INCLUDES INTERIOR DESIGN, ELECTRICAL &
San Antonio, TX 78230 MECHANICAL.
210.669.1499 2 GOVERNING CODES:
ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE
REQUIREMENTS OF THE FOLLOWING AND ANY OTHER FEDERAL, STATE, &
Legal Description: LOCAL CODE, LAWS & ORDINANCES THAT APPLY:
Lot 6,7,8,9, Block 8 * BUILDING - 2009 INTERNATIONAL BUILDING CODE W/ AMEDMENTS
of W.C. Boyett PartitionERNATIONAL MECHANICAL CODE W/ AMEDMENTS
Owner:
Randy Klein/Radalkor, LLC.
1710 Droxford Drive
Houston, TX 77008
713.829.3808
LEGEND:
6m WATER METER
O CLEAN OUT
H WATER VALVE
-0- UTILITY POLE
- , GUY WIRE ANCHOR
OVERHEAD ELECTRIC LINES
WOOD PENCE
PIPE RAIL
PROPERTY LINE
MECHANICAL - 2009 INT
* ELECTRICAL - 2008 NATIONAL ELECTRICAL CODE
* ENERGY 2009 INTERNATIONAL ENERGY CONSERVATION CODE
*FIRE PROTECTION- 2009 INTERNATIONAL FIRE CODE W/ AMENDMENTS
* PLUMBING - 2009 UNIFORM PLUMBING CODE W/ AMENDMENTS
* ACCESSIBILITY 2007 TEXAS ACCESSIBILITY STANDARDS W/ AMENDMENTS
3. BUILDING DEPARTMENT:
CITY OF COLLEGE STATION DEVELOPMENT SERVICES DEPARTMENT
1101 TEXAS AVE. _ -
COLLEGE STATION, TEXAS 77840
(432) 685-7390
4. CONSTRUCTION TYPE:
TYPE V -B, SPRINKLED
5. OCCUPANCY GROUP:
GROUP "A2" - ASSEMBLY USES INTENDED FOR FOOD AND/OR DRINK
BUT NOT LIMITED TO: BANQUET HALLS, NIGHT CLUBS,
RESTAURANT, TAVERNS AND BARS.
6. AREA:
GROSS AREA 1+/-361SQ. FT.)
7. OCCUPANCY LOAD:
SEATING AREA 1860 SF/15= 124
SERVICE AREA 337SF/=200 2
VESTIBULE 93/0= 0
DRY STORAGE 62/0= 0
KITCHEN 491/200= 3 \
OFFICE 53/100= 1
COOLER 238/0= 0
TOTAL -130 PEOPLE
PATIO A 658/15= 44
PATIO B 303/15= 21
A
A
FIXTURE TYPE
NUMBER OF
FIXTURES
WATER LOAD
WASTE LOAD
WATER FU
PER
FIXTURE
�- B -SS---
� -----B_ss--
EXISTING POLE
--
TOTAL:WASTE,
F.U.
WATER CLOSET (FLUSH VALVE)
5
MOUNTED
50.0
10.0.
4.0
TRANSFORMER
URINAL
2
5.0
10.0
7 J'
2 1
\
0.5
1.0
LAVATORY
97
40)4/9, E
1.0
3,0
1.5
EDGE OF
_
3.0
HANDSINK
2
ASPHALT'-
2.0
1:5
1.5
1.0
EXISTING FIREi;
MOP SINK
1
-
3.0
4 T
I LANE TO REMAIN
2.0
-'
3 -COMP. SINK
1
2.0
2.0
1.5
1.5
4.0
4.0
PREP SINK (INDIRECT WASTE TO FS)
0
4.0
0.0
0:0
-
®
0.0
DISHWASHER (INDIRECT WASTE TO FS)
I RADALKIOR, LLC,
I
o'
T
-
®
PORTION 5XCK S&O9/23r-
FLOOR DRAIN
6
0.5
3.0
ZON10�
2.0
12.0
FLOOR SINK
6
0:5
3.0'
1.0
6.0
SHAKE MACHINE, COLD WATER FAUCET
T
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0.0
°'
-
-
COFFEEfrEE- BREWER MACHINE
0
1.0
0.0
Z
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' NORTH ATO
�7
ICE MACHINE
0
2.0
0.0
4.0
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TOTAL WATER & WASTE FIXTURE UNITS
All
T V�
22.75
50.00
P
8. BUILDING HEIGHT:�V (; j
9. SITE AREA: \ � �
20,156 SQF. I -
10. REQUIRED FIRE FLOW:
BASED UPON TABLE 8105.1 OF THE 2012 INTERNATIONAL FIRE \ j
CODE THE REQUIRED FIRE FLOW IS 1,750GPM. SINCE AN ; f
APPROVED AUTOMATIC SPRINKLER WILL BE INSTALLED, A
REDUCTION OF 50% IS ALLOWED. ALTHOUGH THE REDUCTION;
PRODUCED A FIRE FLOW A 875 GPM, A MINOF 1,500 GPM IS
REQUIRED BY THE IFC. PER FIRE FLOW ANALYSIS, CURRENT \ f n I 6)
WATERLINES WILL SUFFICIENTLY SERVE THE WATER NEEDS OF \
CHIMY'S KEEPING PRESSURE ABOVE 20 PSI, AND VELOCITIES AT
OR BELOW 12 FPS
ALL MECHANICAL EQUIPMENT, UTIL.ITIE5 4 SOLID
WASTE STORAGE AREAS SHALL BE SCREENED
FROM VIEW U51NG AN OPAQUE MATERIA\
PREDOMINANTLY FOUND IN THE PRINCIPAL\
BUILDING'
CALLED LO,T;.1s
2. EXTERIOR BUILDING AND SITE LIGHTING WILL
MEET THE STANDARDS OF SEC.1,10 OF THE
UNIFIED DEVELOPMENT ORDINANCE THE
LIGHTING SOURCE \SHALL NOT PROJECT BELOW V/;
AN OPAQUE NOUS I N6, AND NO P I XTURE SHALL
Y
DIRECTLY PROJECT LIGHT HORIZONTALLY
FIXTURE WILL BE MOUNTED, IN SUCH A MANNER GAO o
PLUMBING FIXTURE UNITS
FIXTURE TYPE
NUMBER OF
FIXTURES
WATER LOAD
WASTE LOAD
WATER FU
PER
FIXTURE
TOTAL WATER
F.U. (C.W. &
H.W.)
FIXTURE
C.W. F.U.
FIXTURE
H.W. F;U,
WASTE F.U. PER
FIXTURE
TOTAL:WASTE,
F.U.
WATER CLOSET (FLUSH VALVE)
5
10.0.
50.0
10.0.
4.0
20.0
URINAL
2
5.0
10.0
The R
0.5
1.0
LAVATORY
3
1.0
3,0
1.5
1.5
1.0
3.0
HANDSINK
2
1:0
2.0
1:5
1.5
1.0
2.0
MOP SINK
1
3.0
3.0
2.3
2.3
2.0
2.0
3 -COMP. SINK
1
2.0
2.0
1.5
1.5
4.0
4.0
PREP SINK (INDIRECT WASTE TO FS)
0
4.0
0.0
0:0
-
2.0
0.0
DISHWASHER (INDIRECT WASTE TO FS)
0
1.4
0.0
0.0
-
2.0
0.0
FLOOR DRAIN
6
0.5
3.0
2.0
12.0
FLOOR SINK
6
0:5
3.0'
1.0
6.0
SHAKE MACHINE, COLD WATER FAUCET
0
1.0
0.0
1.0
-
-
COFFEEfrEE- BREWER MACHINE
0
1.0
0.0
1.0
prf 11 sk:'
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ICE MACHINE
0
2.0
0.0
4.0
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TOTAL WATER & WASTE FIXTURE UNITS
All
75.0
22.75
50.00
THAT THE PROJECTED CONE OF LIGHT 1
DOES NOT CRO55 ANY PROPERTY LINE. � / D
3. THE PROPERTY 15 NOT LOCATED WITHIN THE 100
YR FLOODPLAIN PER FEMA MAP PANEL NO
40041CO143C, DATED JULY 2, 1992
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4. 203 UNIVERSITY DRIVE SHALL BE CONSIDERED
A BUILDING PLOT FOR THE PURPOSE OF
SIGNAGE{ LANDSCAPE i ARCHITECTURAL \ ..
REQUIREMENTS.
5 THE FIRE SUPPRESSION LINE SHALL HAVE A
LOCKABLE LID ON THE ISOLATION VALVE. THE
LOCKABLE LID SHALL SUPPLY THE SAME
PROTECTION A5 THE AMP OR USA, LL562
LOCKING LID AT A MIN, AN ALTERNATE
LOCKABLE LI SHALL BE APPROVED BY G.S.
UTILITIES DIRECTOR OR HIS DESIGNEE. CURB
BELOW 15 A LIST OF MIN, 4 MAX. WATER 4 WASTE \\
FLOW RATE PER INTERNATIONAL PLUMBING
EDGE OF 1= -�
ASPHALT \
WASTE 1=LOW WATER 1=LOW
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% O 1401/15316 `e' 9 'PU°y. J- F
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FIRE HYDRANT
ELECTRICAL
EASEMENT PER
VOLUME 1518,
PAGE 13
-IID' MIN SETBACK
LINE
ARCHITECTURE
ENGINEERING
I N T E R I O R S
PAUL ANTHONY +
ASSOCIATES LLC.
6243 IH 10 WEST, SUITE 1010
SAN ANTONIO, TX. 78201
0: (210) 375-7700 F: (210) 375-7784
www.paulanthonyassoc.com
\=40'MAX SETBACK 0 1 S S U E:
LINE 1 CITY COMMENTS
` -12X12 DUMP5TER 2 CITY COMMENTS
ENCLOSURE REP
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COLOR TO MATCH
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\-RECLAIMED
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`/\1- 10' MIN SETBACK
\ LINE
OF CURB
3.92012
SHEET TITLE:
EXISTING SITE
CONDITIOINS
JOB: 11-026
DATE: 3.9.2012
DRAWN BY: C.S.
SHEET:
AON54-A. ia
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FIRE HYDRANT
ELECTRICAL
EASEMENT PER
VOLUME 1518,
PAGE 13
-IID' MIN SETBACK
LINE
ARCHITECTURE
ENGINEERING
I N T E R I O R S
PAUL ANTHONY +
ASSOCIATES LLC.
6243 IH 10 WEST, SUITE 1010
SAN ANTONIO, TX. 78201
0: (210) 375-7700 F: (210) 375-7784
www.paulanthonyassoc.com
\=40'MAX SETBACK 0 1 S S U E:
LINE 1 CITY COMMENTS
` -12X12 DUMP5TER 2 CITY COMMENTS
ENCLOSURE REP
D-1
`-BRICK COLUMN,
COLOR TO MATCH
BUILDING (TYP)
\-RECLAIMED
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LINE
`/\1- 10' MIN SETBACK
\ LINE
OF CURB
3.92012
SHEET TITLE:
EXISTING SITE
CONDITIOINS
JOB: 11-026
DATE: 3.9.2012
DRAWN BY: C.S.
SHEET:
AON54-A. ia
Applicant:
Natalie Ruiz, IPS Group
511 University Drive East, 204
College Station, TX 77840
979.846.9259 Office
979.260.3564 Fax
CODE ANALYSIS
Developer: 1. SCOPE OF WORK: °F
Chad Baccus/Baccus Enterprises TENANT IMPROVEMENTS FOR A RESTAURANT FACILITY IN A PREVIOUSLY
8 Orsinger Falls UNOCCUPIED LEASE SPACE INCLUDES INTERIOR DESIGN, ELECTRICAL &_______ _ B -ss--
San Antonio, TX 78230 MECHANICAL. _ B -Ss---
EXISTING POLE
210.669.1499 2 GOVERNING CODES:
ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE -- MOUNTED
REQUIREMENTS OF THE FOLLOWING AND ANY OTHER FEDERAL, STATE, & TRANSFORMER
Legal Description: LOCAL CODE, LAWS & ORDINANCES THAT APPLY: 3'
of 6,7,8,9, Block 8 * BUILDING - 2009 INTERNATIONAL BUILDING CODE W/ AMEDMENTS \ 1 I 1 I
of W.C. Boyett Partition * MECHANICAL - 2009 INTERNATIONAL MECHANICAL CODE W/ AMEDMENTS 9 3b 9 9
2008 NATIONAL ELECTRICAL
* EN RGYC2 09 INTERNATIONAL ENERGY CO SOERVATION CODE N 4 00 41
*FIRE PROTECTION- 2009 INTERNATIONAL FIRE CODE W/ AMENDMENTS EDGE OF _
ASPHALT
Owner: *PLUMBING -2009 UNIFORM PLUMBING CODE W/ AMENDMENTS AS - -
Randy Klein/Radalkor, LLC. * ACCESSIBILITY 2007 TEXAS ACCESSIBILITY STANDARDS W/ AMENDMENTS -
1710 Droxford Drive 3. BUILDING DEPARTMENT: - EXISTING SIRE \
Houston, TX 77008 CITY OF COLLEGE STATION DEVELOPMENT SERVICES DEPARTMENT - - - -
713.829.3808 1101 TEXAS AVE. - I LANE TO REMAIN
COLLEGE STATION, TEXAS 77840
7Um,�. _ .........__......................... __...........
(432) 685-7390 m._..,�
4. CONSTRUCTION TYPE: --E ®� I 0
TYPE V -B, SPRINKLED ® r i®/�
WATER METER 5.00CUPANCY GROUP: \
l�
GROUP "A2" -ASSEMBLY USES INTENDED FOR FOOD AND/OR DRINK OP®T' ®� LOC860�/2 O CLEAN OUT BUT NOT LIMITED TO: BANQUET HALLS, NIGHT CLUBS,) \ ® I /
H WATER VALVE RESTAURANT, TAVERNS AND BARS. \ ZONED i
O- UTILITY POLE 6. AREA:
- O Z
GROSS AREA +/-361 ESQ. FT.)_ ` a'
GUY DIRE ANCHOR 7. OCCUPANCY LOAD: � � �� I I
OVERHEAD ELECTRIC LINES SEATING AREA 1860 SF/15= 124 Z 44,
OE -OE -OE -OE- SERVICE AREA 337SF/=200 2 -
VESTIBULE 93/0= 0 61
WOOFD FENCE DRY STORAGE 62/0= 0 6,
KITCHEN 491/200= 3
PIPE RAI�_OFFICE 53/100= 1 \
COOLER 238/0= 0 \ N
-�
PROPERTY LINE -4 PEOPLE \ I -4 ]- 0 /
PATIO A 658/15= 44 -f f -
PATIO B 303/15= 21 \
ttTT��
11
MECHANICAL ROOM 420/0= 0 ® U3 Z
8. BUILDING HEIGHT: \ r 43 4 \ 0
21'-8" +/- N �D\
9. SITE AREA: I N \ m 00 \
20,156 SQF. I \ I 0
10. REQUIRED FIRE FLOW:
BASED UPON TABLE 8105.1 OF THE 2012 INTERNATIONAL FIRE /v Irl \
CODE THE REQUIRED FIRE FLOW IS 1,750GPM. SINCE AN
APPROVED AUTOMATIC SPRINKLER WILL BE INSTALLED, A
REDUCTION OF 50% IS ALLOWED. ALTHOUGH THE REDUCTION C)
PRODUCED A FIRE FLOW A 875 GPM, A MINOF 1,500 GPM IS > I I \
REQUIRED BY THE IFC. PER FIRE FLOW ANALYSIS, CURRENT
WATERLINES WILL SUFFICIENTLY SERVE THE WATER NEEDS OF F- D 1 \
CHIMY'S KEEPING PRESSURE ABOVE 20 PSI, AND VELOCITIES AT �-�-AL V®\_�\ (\
OR BELOW 12 FPS
\ I \
1. ALL MECHANICAL EQUIPMENT, UTILI CIES 4 SOLID'
WASTE STORAGE AREAS SHALL BE SCREENED
FROM VIEW USING AN OPAQUE MATERIA\ i
_.FREDOM INANT Y_ FOUND -IN _THEPRINCIPAL\
BUILDING
CA
ol
2. EXTERIOR BUILDING AND SITE LIGHTING WILL r--- \
MEET THE k ANDARDS OF SEC.1.10 OF THE
UNIFIED DEVELOPMENT ORDINANCE THE \ \
LIGHTING SOURCE \SHALL NOT PROJECT BELOW
AN OPAQUE HOUSING- AND NO FIXTURE SHALL \ \ \
DIRECTLY PROJECT LIGHT HORIZONTALLY \
FIXTURE WILL BE MOUNTED IN SUCH A MANNER �\ o
PLUMBING. F;IXTURE UNITS
FIXTURE TYPE
NUMBER OF.
FIXTURES
WATER.LOADr
WASTEf.LOAD
WATER FU
PER,
FIXTURE':
TOTAL WATER
F.U.
H.W.)
FIXTURE.
W.STE
CF.U.
FIXTURE
K.W.H.W.F,U.
F.U, PER
FIXTURE
TOTAL WRSTE.
F.U,;
WATER CLOSET (FLUSH VALVE};
5
10.0
50.0•
10.0
4.0
20.0
URINAL
2
50
lob.6.5
1.0
LAVATORY
3
1110
3:g.
1;5
,.5
to
3.0
HAND SINK
2
110
210
1.5
iS
I'.0
2,0
MOP SINK
1
3.0
30:;
2.3
2.3
2.0
2.Q
3=60MP. SINK
1
2.0
2;0
1.5
,.3
4.0
4.6
PREP SINK jiNDIRECT WASTE TO FS),
0
4.0
0;0:
0.0
2.0
0.0
DISHWASHER (INDIRECTWASTETOFSj
0
1.4
00
0.0
;20
0.0
FLOOR.DRAIN
6
0.5
30
-
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120:
FLOOR SINK
6
D.5
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1.0
8.0
SHAKEMACHINE,COLDWATERFAUCET
0
10
0:0'
10
COFFEE/TEE-BREWER MACHINE'
0
1.0
0.0,
ICEMACHINE
D
2:0
OiO.
4-0
LHOSS BIBBS
THAT THE PROJECTED CONE OF LIGHT 17 \ `
DOES NOT CROSS ANY PROPEkT\Y LINE.
\ \\ , \\ '\
3. THE PROPERTY IS NOT LOCATED WITN'IN THE 100 % \\
r
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N o
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METER LOCATION
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23'-0"
61
9:-0" \
YR FLOODPLAIN PER FEMA MAP PANEL NO \ (\� \�
4W41C0143C, DATED JULY 2, 1992
\ I..........................Al.
0
exisrirG gas
METER TO BE
LOCATED i
4. 203 UNIVERSITY DRIVE SHALL BE CONSIDERED
i
A BUILDING PLOT FOR THE PURPOSE OF - - - - - - - i - - - - -
SIGNAGE, LANDSCAPE 4 ARCHITECTURAL
I
REQUIREMENTS: \ CALLED LOT 180A ACRE
\
5 THE FIRE SUPPRESSION LINE SHALL HAVE A \ ' \TRAC
LOCKABLE LID ON THE ISOLATION VALVE. THE \ N C 11
LOCKABLE LID SHALL SUPPLY THE SAME
PROTECTION AS THE AMP OR USA, LL562(\\° \o \ \ \ I (CAL 0.4a ACRES)
\
LOCKING LID AT A MIN AN ALTERNATE
\ I \
LOCKABLE LI SHALL BE APPROVED BY C.S. 6\ \ ' \ \ CALLED LOT 1l CAL OT 16
UTILITIES DIRECTOR OR HIS DESIGNEE. CURB >>> �%\� 0\ 9 \ \ LED L
\ \
6. BELOW IS A LIST OF MIN. 4 MAX. WATER 4 WASTE ,............ 23'-0" ,�
FLOW RATE PER INTERNATIONAL PLUMBING
EDGE OF
CODE: ASPHALT --
WASTE FLAW IIIATI=Q Pt nlll I
8 -SS
A
2 -WL---
--- 8- L_
8 -WL--
..._......_...
1=1RE HYDRANT
PUBLIC UTILITY
EASEMENT PER
VOLUME 1516,
PAGE 13
X10' MIN SETBACK
ARCHITECTURE
ENGINEERING
I N T E R 1 0 R S
PAUL ANTHONY +
ASSOCIATES LLC.
6243 IH 10 WEST, SUITE 1010
SAN ANTONIO, TX. 78201
0: (210) 375-7700 F: (210) 375-7784
www.paulanthonyassoc.com
`- 0' MAX SETBACK L -10 S U E:
F_ INE 1 CITY COMMENTS
12X12 DUMPSTER 2 CITY COMMENTS
ENCLOSURE REF 3 CITY COMMENTS
RICK COLUMN,
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O
O A 0 D
! 1 P 0 7171 1 Revisions OD o - 0 9 3
i - a) 3
B /CS UNIFIED !Ili (D CD o � a 3
t
rs) ' STANDARD DETAILS - - m o 2 o a
y ,pp ( , N O
N • X X 2 1 tJl tT > < N N O
N
M CHIMY'S RESTAURANT 1 II! • . Z ��;
PROJECT BENCHMARK: COB Monument GPS -67 (NAVD 88).
X= 54877.49, Y= 69854.69, Elev= 335.26
*REFER TO TECHNICAL SECTION 09 03 12
FOR TRACER WIRE INSTALLATION
LEVEL 0
24 METAL DETECTOR TAP
MAX.
4B" _ -- -
MIN. TRACING WIRE
14ga SOLID COPPER
TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE "
*TRACER WERE MUST BE INSTALLED DEAD END
DIRECTLY ABOVE THE PIPE AND
SHALL BE TAPED TO THE PIPE AT TRACER WIRE SHALL EXTEND
10' INTERVALS. 6 FEET BEYOND END OF PIPE,
COILED AND SECURED FOR
FUTURE CONNECTIONS
UTILITY LOCATION MATERIALS 4e�"�
DATE B/CS UNIFIED DETAIL NM CktrorC�iPCE Srevarc
Crrr of BTTYAx JAN. 2009 I STANDARD DETAIL W1 -03
ma�m.Ar
TEE SCHEDULE
0 24" X 24" X 6"
28 -DAY CONCRETE
COPPERHEA[) SNAKEPIT TEST
STATION (L-''{T DUTY) OR
VALVE BOX PER SPECS WITH BOX
EXTENSION AS NEEDED
C I
A
ft
APPROVED EQUAL
468
5.1
STRENGTH =2000 psi
5.0
0.3
1012
D D WTIH $4 BAR AROUND
• ALL VALVE BOX.
�-
35
0.6
o
A
: ;; 6" A
1.5
1.2
4.0
1.0
45"
COPPERHEAD SNAKEPIT TEST
STATION (LIGHT DUTY) OR
20
20
1.5
APPROVED EQUAL
1.5
0.2
0
3.5
2" SQUARE AWWA NUT
1.5
VLEWA -A
2.2
EXTENSION WITH
CENTERING COLLAR.
225••
68_
1 0 . 12
1.5
20
TERMINATE 4' TO 5
1.5
1.5
0.9
: 1.2
0.8
1.1
FROM TOP OF BOX.
NOTE:
AWWA C900
PRESSURE PIPE
STD. GATE VALVE
0.4
W /STAINLESS
11.25
1. VALVE EXTENSION TO BE USED
1.5
STEEL BOLTS
" GATE
ONLY WHEN TOP OF GATE VALVE
2'
0.1
IS DEEPER THAN 5 FEET FROM
VALVE
H: 1 "
=20'
FINISHED GRADE
14 a. INSULATED
COPPER TRACER
2 ALL VALVE OPERATING NUT
WIRE W/ All
PVC OR D.I. PIPE
EXTENSIONS ARE TO BE MADE
SPLI MADE USING
OF STEEL, SIZED AS NOTED,
APPROVED WATER
AND PAINTED WITH TWO (2)
TIGHT CONNECTORS
COATS OF METAL PAINT.
3. EXTENSIONS SHALL BE A MINIMUM
338
OF ONE (1) FOOT LONG.
j
4. BOX LOCA TED ON
ALVES TTO ISOLATE FI
338
SUPPRESSION LINES FROM PUBLIC
EX.
BLOCK AS DIRECTED -
WATER LINES SHALL BE AMPro
MIN. DIMENSION APPROX.
USA, LL562 LOCKABLE LID.
EQUAL TO ONE BAG OF
SACKRETE
GATE VALVE & BOX
DATE
JAN. 2009
BIOS UNIFIED
STANDARD DETAIL
DETAIL N0.
W1 - 00
CmoaCoauraSreaox
`'334
M
m
(n
W
O-
334
*REFER TO TECHNICAL SECTION 09 03 12
FOR TRACER WIRE INSTALLATION
LEVEL 0
24 METAL DETECTOR TAP
MAX.
4B" _ -- -
MIN. TRACING WIRE
14ga SOLID COPPER
TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE "
*TRACER WERE MUST BE INSTALLED DEAD END
DIRECTLY ABOVE THE PIPE AND
SHALL BE TAPED TO THE PIPE AT TRACER WIRE SHALL EXTEND
10' INTERVALS. 6 FEET BEYOND END OF PIPE,
COILED AND SECURED FOR
FUTURE CONNECTIONS
UTILITY LOCATION MATERIALS 4e�"�
DATE B/CS UNIFIED DETAIL NM CktrorC�iPCE Srevarc
Crrr of BTTYAx JAN. 2009 I STANDARD DETAIL W1 -03
ma�m.Ar
TEE SCHEDULE
SIZE
ID
In
THRUST
U011a
C I
A
ft
IVOLUME
G
468
5.1
1.525
5.0
0.3
1012
11.3
1.5
35
0.6
NOTE: USE POLYETHYLENE WRAP OR
EQUAL BETWEEN CONCRETE & PLUG
TO PREVENT CONCRETE FROM
STICKING TO PLUG.
COPPERHEAD SNAKEPIT TEST
STATION (LIGHT DUTY) OR
APPROVED EQUAL
COAT UD WITH
BLUE ENAMEL PAINT
THRUST BLOCK NOTES:
1. ALL CALCULAjIDNS ARE BASED ON INTERNAL PRESSURE OF
200psi FOR 24 AND SMALLER INNER DIAMETER PIPE
2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE
PLACED AGAINST UNDISTURBED EARTH OR ROCK.
3. CONCRETE FOR BLOCKING SHALL BE 2000 psi.
4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE
AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF
CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE
5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE
BLOCKING HAS REACHED 1500psL
COPPERHEAD SNAKEPIT TEST
STATION (LIGHT DUTY) OR
APPROVED EQUAL
METER
BOX(STD.)
r-METAL DETECTOR TAPE
LTAGE DIRECT BURIAL
CAL WIRE CONNECTOR
HOR170NTAL THRUST BLOCK SCHEDULE
BEND
SIZE
I A
I e
n
G
V U E
6.8-
5.0
1.5
1.5
0.9
2.7
0.
90"
0 12'
A.
2.5
1.5
1.2
4.0
1.0
45"
6.8-
20
20
1.5
0.9
1.5
0.2
0
3.5
25
1.5
1.2
2.2
0.5
225••
68_
1 0 . 12
1.5
20
1.5
25
1.5
1.5
0.9
: 1.2
0.8
1.1
0.1
0.3
6 8'
1.0
1.511.510.91
0.4
0.1
11.25
0,12
1.5
1.511.511.210.
" GATE
V: 1"=
2'
0.1
THRUST BLOCK DETAILS
POUR CONCRETE AGAINST CONCRETE SHALL NOT
UNDISTURBED E�ACRHTH EXTEND BEYOND JOINTS
TU WI F DTH " � WATER
i :r:`;, ?• . PIPE
�� '; , X i X
m - s, v •::i:: THRUST
AGAINST
EARTH 1.: •;!; *:.;,. t :::
TE+.ETBRUSTBLOCK -n. +: y: :,:� PIPE JOINT
- ,- 0 . INN
C -OUTER 1 POUR CONCR pU�
SELT70NS% AGAINST UNDISTURBED ONp'
EARTH
PL" MW
IR TYPICAL HORIZONTAL
THRUST BLOCK
CrtY oFBRYAN DATE B/CS UNIFIED °CAB N0 COT or<«rrra SuTTOer
4a.ar��uet JAN. 2009 STANDARD DETAIL W2
NOTE:
TYPE "G" EXPANSION JOINTS IN CURB & GUTTER
SHALL BE SPACED AT A MAXIMUM DISTANCE OF
60' APART AND AT ALL RADIUS POINTS, P.T.'S AND
P.C.'S. TYPE "B' CONTRACTION JOINTS IN CURB &
GUTTER SHALL BE SPACED AT A MAXIMUM
DISTANCE OF 10' APART.
1/4 - R
24"
15'
3' i
1/4"R- 5"
12" T
3" q
�• 3. 3" 3' • 2 "
2'
(E 4" 3'
• = #4 BARS
0 ==3/4 X 18" SMOOTH
EXPANSION DOWELS
TYPICAL COMBINED
CURB & GUTTER SECTION Vlo*"
Y OF BRYA DATE B/CS UNIFIED ND ' Crrtorco"Em SrAaorr
Cr N
r JAN. 2009 STANDARD DETAIL ST1 -
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY
CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND
WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS
PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR
SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME
THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL
ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN.
ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM.
STRUCTURAL BACKFILL AREA INCLUDES
ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS,
DRIVEWAYS ,AND PARKING AREAS) AND SHALL
EXTEND 5' BEYOND THE CURB LINE STRUCTURAL
BACKFILL SHALL BE CEMENT STABILIZED (OPTION
NO. 2 IN W4-03) OR EXCAVATED SOIL COMPACTED
TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698
WITHIN OPTIMUM TO +4% WET OF OPTIMUM
(OPTION NO. 1 IN W4-02)
B/C # ( p
Y �eP 19y ( I
0 e f J �`� PAVEMENT AREAS
f �' I
J_
�� . s . e, � � e • � s SIDEWALK
STRUCTURAL BACKFILL AREA
FOR WATER MAIN
_T r of DATE JAN. 2009 STANNDDARDIDETTAIL DETA9 No. W2 -02 ChyorCbt 9rnnm
® SELECT MATERIAL (( ® GRANULAR MATERIAL ® CEMENT STABILIZED SAND
MATERIAL CLODS, OR DEEBRIS�LARGERR THANISTWO�20 MATERIAL QUANTITIES OF CLAAY. DEBRIS. OR ORGANIC
INCHES IN THE LARGEST DIMENSION . COMPACTED TO A MATERIAL AND WHICH, WHEN TESTED BY STANDARD
MINIMUM OF 902 OF MAXIMUM DEN ITY AS DETERMINED BY LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS:
ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN
OPTIMUM TO t4% OF TIMUM UNDER NON- STRUCTURAL MAXIMUM LIQUID LIMIT 45
AREAS (ie...YARDS, PASTURES, EASEFtENTS) AND TO A MAXIMUM PLASTICITY INDEX 15
MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED MAXIMUM PERCENT PASSING NO. 200 SIEVE 35
BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT MINIMUM PERCENT PASSING 314" SIEVE + 00
WITH TIF
IN OPTIMUM �
TO +4% OF OPTIMUM UNDER NEW STREET
THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL
NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND.
NOTES:
ORIGINAL GRAND OR 1. FOR BEDDING AND TRENCHING WITHIN
ORIGINAL GROUND BOTTOM OF SUB -GRADE ALL PAVED AREAS SEE DETAILS FOR
IN FUTURE STREW IN FUTURE STREET AREA OPEN CUT STREETS
2 ALL BEDDING & INSTALLA770N OF PVC
PIPE SHALL BE IN ACCORDANCE WI7H
e ? S� h ;;w- ' � : � � �c•� ,, 3 �-"� . Fo 2• ANSI/AWWA STANDARDS FOR PVC PIPE
�_ `. r• ". i � ? 3. ALL BEDDING & INSTALLATION OF DUC77LE
IRON PIPE SHALL BE IN ACCORDANCE W17H
O SELECT MATERIAL ANSJ/AWWA C150 1A21.50
CEMENT STABILIZED SAND -� 4. COMPAC770N SHALL BE ATTAINED BY
MECHANICAL TAMPING
O B MANUALLY 5. RELATIVE COMPACTION 57IALL BE TESTED
CONSOLIDATE IN THE PRESENCE OF THE CITY ENGINEER.
AT OPTIMUM 6. DUST RESUL77NG FROM THE CONTRACTOR'S
4" MOISTURE) PEWFORMANCE OF 771E WORK, EITHER INSIDE
OR OUTSIDE THE RIGHT -OF -WAY, SHALL BE
I I UNDISTURBED SOIL CONTROLLED BY THE CONTRACTOR.
I plpE ' I 4" 7. ALL TRENCHES SHALL BE BACK FILLED AND
-- -»VIII FFF eee- -- TEMPORARY PAVING OR PLA77NG PLACED
O.D. AT 7HE END OF EACH WORKING DAY.
A PIPE & SEE OPEN CUT DETAILS' ST4 -00,
6" MIN. /12' MAX. O.D. ST4-01 & ST4 -02.
PLACE METAL DETECTOR 9. EVERY 100 FEET PROVIDE A WATER STOP
TAPE AT A O PIPE OF 24'
A804E TOP OF PIPE 6" MIN /12" MAX BLOCK COMPOSED OF CEMENT SAND OR
NA77VE MA TERIALDEPENDING ON
OPTIONNO. I EMBEDMENT. BLOCK SHALL BE6 FEET IN
OPHONNO. 2 LENGTH. NO BEDDING SAND IN THIS AREA.
BEDDING AND TRENCH FOR DI PIPE
& PVC PIPE WITHIN NON - STRUCTURAL
OR NEW PAVED AREAS
CrLY OFBaYAN DAM B/CSUNIFIED °EM° ND ' C Sr
Cayori[3m mox
„ •6ot7{7a „ JAN. 2009 STANDARD DETAIL W4-02
:E REFER TO HMAC SPECIFICATION
FOR LIFT AND COMPACTION
REQURRMENTS
*MIN. 6' HMAC
(TYPE C OR D) ///��� EXISTING SEAL COAT/
/ HMAC
SAW CUT •1 /
COMPACTED CEMENT 12°
STABILIZED SAND "~" •%
12' O.D.
SEE BEDDING DETAIL FOR
APPROPRIATE PIPE TYPE
UNDISTURBED SOIL
VARIES
OPEN CUT SEAL COAT
/OVERLAY STREET
GYtY OF BRYAN DATE B/CS UNIFIED Aa N4 C•[Yor Gx-- &xnm
a,a.rra,ie�m+.• JAN. 2009 STANDARD DETAIL ST4-01
ri ' � I i (
i 3 3
� � a
4
.a
- 8- 35--� -
FIRST STREET
8 -WL 8- WL -1
NOTE: The contractor is responsible for traffic control during construction of 6" Fire
Line (this is not a separate pay item). All traffic control shall comply with the Texas
Manual of Uniform Traffic Control Devices.
6" FIRE LINE PROFILE
1 ��• i 1
1 ITICII s 20 f!!t T
f 01
FF. 344.80
GATE VALVE
6" M.J.
&
eox WITH USA
344
LL562
LOCKING LID '/Jf %%! �/
344
%/ }r !��i
OR APP ROVED
EQUA
r EXISTING
342
GRADE
342
SCALE:
" GATE
V: 1"=
2'
VALVE
H: 1 "
=20'
340
340
1.0002
338
j
338
EX.
8"
WATERLINE
3
336
`'334
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LL
332
LL
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I °
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0 +00 0 +50
6" FIRE LINE PROFILE
1 ��• i 1
1 ITICII s 20 f!!t T
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