HomeMy WebLinkAboutApproved Site PlanWLO C& A I MOM
AMM
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NTS
LEGAL DESCRIPTION
2.427 ACRE TRACT - ZONED Cl
LOT 7 AND LOT 8, BLOCK 2
EDELWEISS BOSSINESS CENTER
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNER
SOUTHWOOD WEST GROUP
PO BOX 10220, COLLEGE STATION, TX 77842
(979) 693-1617
?ROJECT ANALYSIS
TOTAL LANDAREA ( 2.427 AC ) 105,744
SF
, AREA 2,400
BUILDING A'
SF
BUILDING " B" AREA 1 1,300
SF
BUILDING "C" AREA 7,500
SF
PAVEMENT AREA 56,920
SF
TOTAL DEVELOPED AREA ( 73 %) 78,120
SF
PARKING REQUIRED BLDG "A"
RESTAURANT ®DRIVE THRU 1 SP/100 SF (2,400 SF 100)
24 CARS
PARKING REQUIRED BLDG It B"
RETAIL AREA 1 SP/250 SF (9,050 SF :
250)
37 CARS
(NO MORE THAN TWO RETAILS ALLOWED ON LOTS 7
& 8)
OFFICE AREA 1 SP/250 SF (2,250 SF :
250)
9 CARS
PARKING REQUIRED BLDG "C"
OFFICE AREA 1 SP/250 SF (8,500 SF 250)
34 CARS
TOTAL PARKING REQUIRED
104 CARS
PARKING PROVIDED
HANDICAP 5 CARS
CUSTOMERS / EMPLOYEE 105 CARS
TOTAL PARKING PROVIDED 110 CARS
THIS PROPERTY DOES NOT LIE
IN 100 YEAR FLOOD PLAIN
FEMA-48041 CO 182 C
EFFECTIVE JULY 1992
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20' UTILITY AND DRAINAGE ESMT
EDELWEISS ESTATES, PHASE 7-8
LOT 11, BLOCK 22
20' UTILITY AND DRAINAGE ESMT VOL 3805, PG 48 -
ZONED - R1 6'TO 8' HIGH CMU BLOCK FENCE
RE: 10 -SP2--
_____.-..,_. Lp'NDSCAPE BUFFER _ S54 23'33" E
25' LANDSCAPE BUFFER
91.19' - S42'S 60.57' - S�- 3 3T E
_ 5'36"E
CO 5
W
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41' "
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ACCESS
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6" 6" 1
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6"
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UTIL ESMT
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FEB 2 3 2004
COLIEUt 6 i A i K)N
ENGIPAFFMWX.
EXIST
85' PRIVATE ACCESS ESMT
& PRIVATE DRAINAGE ESMT
EXIST
CITY OF BRYAN
20' ELECT ESMT
I I I EXIST
LOT 7 N LOT 8 I { CITY OF CS
151.03' - N47'03'58" W
298.03' - N47'03'58"W
FM 2154 ( WELLBORN ROAD )
100' R.O.W. ( ASPHALT PVMT )
147.00' - N47'03'58" W
SITE PLAN
SCALE: 1" = 20'-0"
i
20' UTILITY ESMT
1
PROPOSED
35'x85' \
ACCESS
EASEMENT
C )I �lq �iY4 C,��i�, 11 `'4CE
COLLEGE 5 i 1 ION
DMLOPMENT SEW IrCES mm
REVISIONS
11/3/03 I CB
12/6/03 CB
01/08/04 CB
02/08/04 CB
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�32so,.•�-�P
-4TF 0 F
EXPIRATION DATE 2128104
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#3 BARS
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DOWELS ® 36" O.C.
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CONTROL JOINT
4 5' D.C. MAX
PREPARED SUBGRADE
SIDEWALK CONTROL JOINT
2
3.000 PSI CONCRETE W/
#4 BARS ® 18" OCEW
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#4 BARS ® 18" OCEW Q
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TYPICAL ALL PARKING AREAS
SIDEWALK @ PAVEMENT
7
6" DIA BOLARDS FILLED W % —
CONCRETE ® 48" HIGH
INDUST ENAMEL PAINT
8" CMU WALL ® 8'-0" HIGH —
8 CY MTL DUMPSTER
CONC PAD 6" THICK 3,000 PSI
W/ #4 BARS @ 12" OCEW
6' HIGH CHAIN LINK FENCE
AND GATE W/ VERTICAL SLOTS 8
PROVIDE GATE ANCHOR IN CONC
25'-8"
24'-0"
L
4'-0" 3'-6" 3'-6" 2' 3'-6" 3'-6" 4'-0"
O O O O O
12
SP2
0-- 6" DIA BOLAPDS FILLED W/
CONCRETE ® 48" HIGH
INDUST ENAMEL PAINT
24'-0"
CMU BLOCK WALL COULD BE SUBSTITUTED
WITH HARDIPLANK SIDING 1; MATCH BUILDING SIDING )
3,000 PSI CONCRETE W/
#3 BARS ®
#3 - 24' LC
#3 BAR CONS
1 x4 FJ RDWD
RE: DET 5-SF
PLASTIC SLEE
PREPARED SUBGRADE
7SIDEWALK EXPANSION JOINT
24" —#5 BAR DOWELS ® 24" OC
#5 BAR CONTINUOUS
EXP JOINT RE: 5—SP2
PLASTIC SLEEVES
3,000 PSI CONC W/
717
#4 BARS @ 18" OCEW
PREPARED SUBGRADE
TYPICAL ALL DRIVEWAY AREAS
PROVIDE EXPANSION JOINTS ® 20'-3" OC EA WAY
PAVING EXPANSION JOINT
8 1"=1'-0"
N
8'>
LINTEL BLOCK W/
2-#4 BARS CONTIN
PRIME @ PAINT ALL CMU
COLOR BY OWNER/ARCHITECT
#4 BARS VERT REINF
® 48" OC - SOLID CELL
8" CMU WALL
W/ HORIZ REINF ® 24" OC
3,000 PSI CONC PAD W/
#4 BARS ® 12" OCEW
III —III
12" 2 ® #6 BARS CONT
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#3 BAR CONT
3,000 PSI CONCRETE W/
#3 BARS ® 16" OCEW
PLASTIC SLEEVES
II. iii Ili
#3 DOWELS @ 24" OC I III
24" LONG " L" SHAPE
6"
PREPARED SUBGRADE
SIDEWALK @ BLDG.
CONC FLUME
RE: CIVIL DWG
HANDICAPPED PARK
MOUNTED ON POLE
HEIGHT PEP CODE
CONC SIDEWALK
W/ 6" CURB HEIGF
PRECAST CONC CUi
PAINTED MARKINGS
1 /e" Toni rn rrnnr
1 XE /
EXPANSION JOINT
DETAIL
LINTEL BLOCK W/
2-#4 BARS CONTIN
PRIME ® PAINT ALL CMU
COLOR BY OWNER/ARCHITECT
#4 BARS VERT REINF
0 48" OC - SOLID CELL
8" CMU WALL
W/ HORIZ REINF ® 24' OC
#3 STIRRUPS ® 24" OC
4 @ #6 BARS CONT
12"
10 BUFFER FENCE DETAIL
NTS
8'-0"
DUMPSTER PAD AND FENCE 1 2DUMPSTER FENCE DETAIL HANDICAP RAMP DETAIL HANDICAP RAMP DETAIL
NTS NTS NTS NTS
REVIEWED Fo REVIEWED FOR
cn upr iamt � COMPLIANCE
FEB 2 3 2C04� FEB 2 1 200
COLLEGE 51ARON COLLEGE STATIA
ENGINEERING
__ ' DEVELOPMENT SE/ICES
REVISIONS
DATE
BY
12/6/03
CB
12/11/03
CB
1/09/04
CB
2/08/04
CB
R°ARc
�E
•TIN
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J'q Gi
TE �E
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F
EXPIRATION DATE 2/28/04
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SP-2
REVISIONS
UTILITIES DEMWAND — BLDG "A"
WATER
METER
WATER
40 GAL PER MIN
SEWER
40 GAL PER MIN
ELECTRICAL
208, 3 PH, 600 AMP - 4 WIRE
J
10
FIXT UNITS
PER TOILET X 2 =
20 FIXT UNITS
2
FIXT
UNITS
PER LAVATORY X 2
= 12 FIXT UNITS
10
FIXT UNITS
PER DISHWASHER X
1 = 10 FIXT UNITS
6
FIXT
UNITS
PER TRIPLE SINK X
1 = 6 FIXT UNITS
2
FIXT
UNITS
PER MOP SINK X 1
= 2 FIXT UNITS
2
FIXT
UNITS
PER HAND SINK X 1
= 2 FIXT UNITS
TOTAL
= 52 FIXT UNITS
WATER
SUPLY
= 40 GAL / MIN
UTILITIES DES - BLDG ~ ErWATER
METER
WATER
30 GAL PER MIN
1"
DOL GEN
SEWER
DOL GEN
30 GAL PER MIN
WATER
OFFICE
30 GAL PER MIN
1"
SEWER
OFFICE
30 GAL PER MIN
ELECTRICAL
208, 3 PH, 600 AMP - 4 WIRE
DOL
GEN
- 10
FIXT
UNITS
PER
TO1LEf X 2
=
20 FIXT UNITS
DOL
GEN
- 2
FIXT
UNITS
PER
LAVATORY X
2 =
4 FIXT UNITS
DOL
GEN
- 2
FIXT
UNITS
PER
SINK X 1 =
2 FIXT UNITS
DOL
GEN
- 2
FIXT
UNITS
PER
MOP SINK X
1
= 2 FIXT UNITS
TOTAL = 26
FIXT
UNITS
WATER SUPLY =
30
GAL /
MIN
DOL
GEN
- 10
FIXT
UNITS
PER
TOILET X 2
=
20 FIXT UNITS
DOL
GEN
- 2
FIXT
UNITS
PER
LAVATORY X
2 =
4 FIXT UNITS
DOL
GEN
- 2
FIXT
UNITS
PER
SINK X 1 =
2
FIXT UNITS
TOTAL = 24
FIXT
UNITS
WATER SUPLY =
30
GAL /
MIN
UTILITIES
DEMAND —
BLDG "C"WATER
METER
WATER
80 GAL
PER MIN -
2 @ 1�
SEWER
80 GAL
PER MIN
ELECTRICAL
208, 3
PH, 600 AMP -- a WIRE
MAXIMUM 12 RESTROOMS PER BLDG
MAXIMUM 12 LAVATORIES PER BLDG
10 FIXT UNITS PER TOILET X 12 = 120 FIXT UNITS
2 FIXT UNITS PER LAVATORY X 12 = 24 FIXT UNITS
TOTAL = 144 FIXT UNITS
WATER SUPLY = 80 GAL / MIN
AE
EDELWEISS ESTATES, PHASE 7-B EXIST GAS LINE
LOT 11, BLOCK 22 --- G
VOL 3805, PG 48 _._------ ,r .-r- EXIST 6" SS
EXIST GAS LINE ZONED - R1 6' HIGH CMU BLOCK FENCE -'- E r -�+- EXIST ELECT UNDGRND
41 _ 55: L3 33
EXIST G ---� G
2 'UDRAI AGE G 91.1 _ ----- f� p57 _ S5423'33E - �- — I EXIST 6" SS STUB OUT
9 S42°55'36" E 6-
-- .� ... .,.... _ -
_.__-.___- NEW PRIVATE 6" SS
MIN SLOPE 1 /8" PER LIN FOOT - I
EXIST ELECT UNDGRND i o - PROVIDE CO PER CITY SPECS ( �j
I 4, SS l— I
N 25' LANDSCAPE BUFFER
4" SS TYP I EXIST PP
� t
Y_
EXIST
PRIVATE 6" SS - 4 SS TYP BLDG C
I
OFFICE AREA _ NEW PRIVATE 6" SS
MIN SLOPE 1 /8" PER LIN FOOT
BACK FLOW PREVENTER DEVICES ELECT SERVICE I PROVIDE CO PER CITY SPECS
FIRE 6 WL w INSTALLED & TESTED 208/3PH/6DO .AMP ( -
SPRINKLER J CITY ORDINANCE 2394 1 @ 2" TEL & 1® 2" TV TEL / CABLE
— — \ t
SYSTEM ( CONDUIT STUB OUT AE
15' VERT SEPARATION 1 @ 2" TE -OND 1 -�
ji
0' 0 FROM ELECT 1 @ 2" T, , 0- 4ID l PEDESTAL
I LES T 3 @ 4" ELECT I - VERIZON TEL CO
I — — — CONDUIT -4 WIRE —
— _ -L —
COD
t 2 ® 4" ELECT
CD
I I CONDUIT STUB OUT
CL c,4 ( ��� W/ PULL STRING
t TO EXIST POLE
EXIST � I / — — —
PEDESTAL @I / � NEW — — — — — — — — — — — �✓ — — � — I
VERIZON TEL CO 4�
I � � 2 @4 ELECT
— — PRIMARY / ( // I TRANSFORMER @ CITY OF CS
i _ — — 4" S - I 10'X10' CONC PAD BY GC
ogz
3 SETS PER CITY SPECS
2 ® 4" ELECT { 1 ® 2" T L CO
a
f-- - CONDUIT -4 WIRE 4" SS I 1 ® 2" Tv COND
Wo I {
cn ELECT SERVICE
-- 4- I / I 208/3PH/600 AMP t
EXIST I TEL / CABLE I AEA`\
3 @ 4" ELECT
PRIMARY
WL
---------------� V) RE:CIVIL I I I
� I
SOUTHWOOD WEST GROUP
LOT 6, BLOCK 2
VOL 4297, PG 268
ZONED - C1
13
EXIST
CITY OF BRYAN
20' ELECT ESMT
EXIST
85' PRIVATE ACCESS ESMT
& PRIVATE DRAINAGE ESMT
I I I N ELE-'�ATIUN i
I �
1 ® 4" ELECT CERTIFICATE
CONDUIT I I o
-- > SECONDARY
� I 2 ® 4" ELECT co 0 REQUIRED
REFH
:CIVIL I CCNDUIT -4 WIRE TEL / CABLE I I ❑ +1`
❑ +2
_ _ - ;� I ❑ +3'
6" WL r I 1,000 G \ - -- - [] 44 FIRE o J GREAS TRAPSRINK�� I NOT REQUIRED
SYSTEMLER_p1 — 4
/ I - BLDG B
EXIST
CITY OF CS
20' UTILITY ESMT
LOT 6
I
ELECT SERVICE
}-8 WL
RE:CIVIL
208/3PH/600 AMP
TEL / CABLE
BLDG A
RESTAURANT
BACK FLOW PR
VEN
ER DEVICE
INSTALLED & T
STE
CITY ORDINANC
2394
REDUCED P
ESS
RE PRINCIPLE
I
�LLED
INSTAORDIN
TESTED
CITY
CE
2394
r-8" WL ,
RE:CIVIL '\\\ II
® 1" WM - - -- —
8" WL
RE:CIVIL EXIST
16" WL
LOT 7
OFFICE DOLLAR GEN t
2 ,°' WL RETAIL AREA
I I
I
REDUCED PRESSURE PRINCIPLE
INSTALLED & TESTED
CITY ORDINANCE 2394
BACK FLOW PREVENTER DEVICE
INSTALLED & TESTED
- CITY ORDINANCE 2394
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FM 2154 ( WELLBORN ROAD )
100' R.O.W. ( ASPHALT PVMT )
EXIST
16" WL
5
uj
V) I) FEODORA
J� LOT 9, BLOCK 2
0 VOL 4297, PG 268
ZONED - C1
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M
LOT 8
REVIEWED FOR
FEBcnuol I
2 3 20W4 )
SWION
ENGINERIING
SITE PLAN - UTILITY
= 20'-Cl"
UT'IUTY TAP LEGEND
r� t�v
I -- sMRARY SEWER
- "~- WATER/DOMESTIC
---Lwow WATERARRIGATION
I AE
EXIST
16" WL
COMPLIANCE
FEES 2 1 2004
COLLEGE STATION
DEVELOPMENT SERVICES
DATE I BY
12/6/03 { CB
12/11/03 CB
01/09/04 CB
02/08/04 CB
��ITE 13260
EXPIRATION DATE 2/28/Q
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SP-3
REVISIONS
PROJECT ANALYSTS
TOTAL LAND DEVELOPED AREA 105,745 SF
FRONTAGE LF 299 FRONTAGE LF - 36' DRIVEWAYS) 253 LF
STREETSCAPE REQUIREMENTS
NO OF TREES 253 LF : 25
11
TREES -
CANOPY
253 LF : 50 X 300
1,518
PTS
BUFFER REQUIREMENTS -REAR
NO OF TREES 296 LF 25
12
TREES -
CANOPY
NO OF SHRUBS 296 LF 3
99
SHRUBS
LANDSCAPING REQUIREMENTS
105,745 SF : 1000 X 30 = 3,173 PTS
3,173-1 ,650 (STEETSCAPE TREES PROVIDED)
1,523
PTS
STREETSCAPE PROVIDED
CANOPY TREES
11
TREES
SHRUBS
142
SHRUBS
BUFFER PROVIDED -REAR
CANOPY TREES
12
TREES -
CANOPY
SHRUBS
100
SHRUBS
LANDSCAPING PROVIDED
CANOPY TREES 18 X 150 PTS
2,700
PTS
NON -CANOPY TREES 7 X 40 PTS
280
PTS
SHRUBS 141 X 10 PTS
1,410
PTS
TOTAL
4,390
PTS
LANDSCAPING SYMBOLS
Ply 2 1 /2" BALD CYPRFS�- CANOPY TREE
I AX(1()II IM I fl' J I( I II IM
1 1 j 4" CRI-0 MYR I I I NON (.ANO )P Y I RI f
I AGERSTPO [ MIA INI)I( A
® 5 GALON SHRUBS- 3' HIGH AT PLANTIN(; IIML
BURFORD HOLLY - II FX CORNUTA BURFORDY
INDIAN HAWTHORN RHAPHIOLEPIS INDICA
WAXLEAF LIGU STRUM LIGUSTRUM JAPONICUM
NOTES:
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IRRIGATION
PLANS MUST
BE
APROVED BY CITY OF COLLEGE STATION
PRIOR THE
CERTIFICATE
OF
OCCUPANCY IS ISSUED
ALL UNPAVED GROUND AREAS
SHALL BE COVERED WITH SOLID
SOD - ST. AUGUSTINE
OR WITH GROUND COVER
ALL DISTURBED EARTH BE
COVERED WITH
SOLID SOD
OR GROUND COVER
ALL SHRUBS SHALL BE ENCLOSED IN 30" WIDE
MULCH AREA
WITH
METAL EDGING EXCEPT WHEN
PLANTED AGAINST
BUILDINGS IN
WHICH
MULCH AREA SHALL BE 3'-0"
WIDE WITH METAL
EDGING.
PROTECTIVE SLEEVE
ANCHOR WIRE WITH
WARNING RIBBONS
WATER BASIN
TOP OF ROOT BALL
LEVEL WITH GROUND
PROVIDE MULCH COVER
ANCHOR STAKE
3 MIN PER TREE
PREPARED BEDDING
EDELWEISS ESTATES, PHASE 7-13
LOT 11, BLOCK 22 _
VOL 3805, PG 48
ZONED - R1 6' TO 8' HIGH CMU BLOCK FENCE �.r�-'"-'r'
_- RE: 10 - SP2 1, _ S5,V 23' 33 E �1 BC
1 BC 1 BC
25' LANDSCAPE BUFFER -
S54'23'33'E 1 BC
60.57 1 BC '— SOLID SOD
91.19' - S42'55'36"E ®®®®� f0®
0 1 BC 1 B ®�®o®a0®®
1 BC 1 BC 1 BC �— ®
1 BC SOLID SOD ®J ®® �-- �SOLID SOD
®� 0 DO —
LOT 6
GROUND COVER
® 1 BC
ISOLID SOD SOLID SOD 100 SHRUBS
® SOLID SOD
o 1 CREPE MYRTLE
BLDG C
6 SHRUBS OFFICE AREA 8,500 SF
® GROUND COVER NO RETAIL ALLOWED
o4- 1 CREPE MYRTLE
, sR0 ND COVER
-1 B
-8 SHRUBS _
I L JI Il�v✓�
14 SHRUBS
-- 1 CREPE
MYRTLE
GROUND
COVER
SOLID SOD
DUMPSTER W/ GATE
RE: 11 - SP2
2 CREPE MYRTLE
e � s
1 BC
GROUND COVER
1 BC
GROUND COVER
GROUND COVER
142 SHRUBS'
GT ND I COVE
1 BC 2 BC 2 BC 2 BC -
298.03' - N47'03'58"W
LOT 7
FM 2154 ( WELL-BORN ROAD
12 SHRUBS
GROUND COVER-
1 CREPE MYRTLE
SITE PLAN — LANDSCAPING
1" = 20'-0"
1 BC
GROUND COVER
2 BC
LOT 8
LZ
i
ROUND COVER —
10 SHRUBS I
8 SHRUBS
--2 BC
9 SHRUBS
DUMPSTER
RE: 11 - SP2
1 BC
GROUND COVER
.5 SHRUBS
EXIST
85' PRIVATE ACCESS ESMT
& PRIVATE DRAINAGE ESMT
EXIST
CITY OF BRYAN
20' ELECT ESMT
EXIST
CITY OF CS
20' UTILITY ESMT
REVIEWED FOR
I EB 2 l 2-0o4 1.
COLLEGE S AIION
DEVELOPMENT SEWICES
DATE BY
12/6/03 CB
12/11/03 CB
01/09/04 CB
02/08/04 CB
��C'•'' NTIIY•
EXPIRATION DATE 2/28/04
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IN DETAIL OF OUTLET CONTROL STRUCTURE
#2 - GRIND WELD SMOOTH AND PAINT WITH
GALVANIZED PAINT.
FL 18" 0 C.M.P. O END-326.00
PROPOSED 9' x 13'-4"' x 4" CONCRETE APRON
TO HAVE 6" RB AROUND PERIMETER WITH 4-2"
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PROPOS 4 ICt. RggqJJJ111NFORCED CONCRETE
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(DO NOT DISTURB) BY OTHERS (DO NOT DISTURB) _ \ f /
EXIST I G REINFORCED CONORETTE- INLET BOX
WITH EINFORC GONMETE APRON AROUND
CL EXISTING CONCRETE PILOT FL325.89 PER a NLET BOX (DO NOT DISTURB)
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w FINISHED GRADE-327 00 = - PROP. 18 L.F. 18" O C.M.P. T 9.37 TP329.05
----- w -; - O -2.06% GRADE � 28$3-
-- - TC329.37 TC329.40
- _ - -- 1l
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-- _
- I
EXISTING CMU BLOCK WALL - _-- - - J'- --- -----PitOT-CHN[JEL_IS TC329.55 I.
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--- - 2.67 OFF PR TOP328.37 FL326.37
FL326.70 TC329.37 /-
/ TP328 87,
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TP328.87 TC329.37 I TP32 05
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- = 37
7 A �T 329``4p DETENTION POND #2 ( �
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TC329.37
TC329.37
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V PRO 47. 2 L.F 18" TO 29.515 TP328.87
C M.P. NO S OTTE DRAT ) % TP 29.05 TC329.22 P-
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2 .56 � TP329.02 \�
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TC329.40 0 TP329.05 TC330.51------ ^
n
DETENTION POND\ TP328.90 o TP330.01
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END 18" 0 C.M.P. PROP. CONC.II 2 ���---- o TP329.28 TP3 9.
PLUG IN END TOP328.37 FL326.37 O�
PROPOSED JUNCTION BOX
TC329.4J
7 PQ
TC329.3 T28.37 FL326.37 1
TP328.87 TP328.93 I
TC329.42
`. TP328.92 TW330.59
01 TC329.12 TP328.87 TW330.69
TP328.62 TC329.37 TW330.69 T�P329.34 TC329 88
-7 -7C329.37 FG330.49 I TP329.� 8
'I TP328.87 TP'328 87 TC329.37 TC330.59 I
TP328.87 TP330.09
� TC329.37 TC329.54 TC330.02
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> _ �i� T 329. 0 P329.?8 >I
PROPOS WA W METER CO NECTIONS _
(SEE SHE - LATIOt DETAILS) -� FG328.69 FG328.44 _ _ FG328.23-
' FG329.27 FG328.94 - -- r
PROVIDE 4 WIDE CURB LEAVE -OUT DETENTION POND #1 , ` FG328.30
TOP WALL -330.35 FG328.84 -.l FL328.10 '
EXISTING 16' 0 WATER LINE
- - - - - t32ffi.80 _ - '� �- FL4SlL \ FL328 04
-�-f - - W-
FL3 9.08 F1328.75 -� FL328.64 ?
w TOP PROPOSED WALL-329.85 PROPOSED CMU BLOCK WALL
TOP WALL-329.85 -77 (SEE DETAIL THIS SHEET)
_ _ _ _ I 4, i FL EXISTING DITCH
OUTLET STRUCTURE 1
PROPOSED 2' WIDE CONCRETE PILOT #
J . - CHANNEL "A" (SEE DETAIL THIS SHEET) 328 SEE D __TH1sIL
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i
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- -
EXISTING REINFORCED CONCRETE PROPOSED 4" THICK REINFORCED CONCRETE
- WITH
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-+zcc- BE INSTALLED AS ` FL PROPOSED DITCH
SHOWN - PROVIDE 12" TOEWALL UPSTREAM
EXISTING 2-BBL 24"0 R.C.P.J
-EXISTING TP331.00 FL325.95
CONTRACTOR TO REMOVE EXISTNG RIVE
PROPOSED REINFORCED CONCRETE SLOPED PER SHADED AREA - CONSTRUCT POPOSED
SHEC3) DrrCH TO ALLOW
F.M. 2154 (WELLBORN ROAD) "�FLD 2A BBL5EE 24"DETAIL 0 RCP.-325 93 STORMWATER CONVEYENCERAAS DOO TREAM
MATCH EXISTING TP O
R.P.-329.00 (VERIFY)
31' ----
0
.0
31,
PROPOSED 4" THICK CONCRETE J
APRON (3000 P.S.I.)
4-2" OPENING IN 6' HIGH CURBING
TO BE SPACED O 31" O.C. AS
SHOWN - DOWNSTREAM CURB ONLY
31^
O,C.
NATURAL GROUND
#6-6" X 6" WELDED WIRE MESH --/ 1/2^ 0 BARS "Z" PLACED
O 18" O C. AS NECESSARY
CONCRETE APRON DETAIL NTS
-6" _i 2'-0" 6.
18" 0
C M P E.-TEND PIPES 10 INSIDE
FACE OF JUNCTION BOX
wAly
STD. 24" MANHOLE _ 1/2" • BARS 'L' • 12"
RING & COVER I I J O.C. (SEE DETAIL T}yS SHEET)
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-
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_
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'D
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_
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(28-DAY STRENGTH) 4--.-
_ _ _. - -
SIDE IEV'v'
DETAIL
OF JUNCTION BOX
NT._
1 -O
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TOP WALL-329.85 / CELLS & REINFORCED O 24" O.C.
"SHURE WALL" COATING
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JPR _ FL OUT OF DETENTION ------------
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PROPOSED 2' WIDE REINFORCED CCvCtETE x �{PP-
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1/2" 0 BARS O 1 0" O.C.
2 -0 LONGITUDINAL (TYPICAL)
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/ 28-DAY STRENGTH]
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TRAVERSE (TYPICAL)
DETAIL OF CMU BLOCK RETAINING WALL N.T.S.
(TO BE LOCATED WITHIN DETENTION POND #1)
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I
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DETAIL OF CONCRETE PILOT CHANNEL "A" NT.S.
6" CURB
1
TC wt_ - 3293-1
r\7
• •
5 20
40
C-ALE: 1 " = 30'
80
(SCALE IN FEET)
BENCH MARK:
SQUARE CHISELED IN THE EAST CORNER OF THE ELECTRICAL TRANSFORMER PAD
LOCATED BEHIND TIGERLAND EXXON AT THE CORNER OF THE INTERSECTION OF
F.M. 2154 (WELLBORN ROAD) AND ROCK PRAIRIE ROAD.
ELEVATION = 335.20 (NGVD)
TRAFFIC _CONTROL -NOTE:_
TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED BY
SEPARATE CONTRACTOR, ie, ONLINE, INC. IN ACCORDANCE WITH TXDOT STANDARD
DETAILS AND SPECIFICATIONS.
GENERAL NOTES:
DENOTES EXISTING CONTOUR
- 298 - DENOTES PROPOSED CONTOUR
TC000.00 DENOTES PROPOSED TOP OF CURB ELEVATION
TPOOO.00 DENOTES PROPOSED TOP OF PAVEMENT ELEVATION
F.F.=000.00 DENOTES PROPOSED FINISHED FLOOR ELEVATION
FLOOO.00 DENOTES PROPOSED FLOWLINE ELEVATION
FG000.00 DENOTES PROPOSED FINISHED GRADE ELE`✓ATION
> DENOTES PROPOSED DRAINAGE FLOW DIRECTION
SF/ DENOTES PROPOSED "SILT -FENCE"
TOP000.00 DENOTES TOP PROPOSED RETAINING WALL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT
LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT
UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE
OF ANY EXCAVATION.
COLLEGE STATION ENGR. BOB MOSLEY, P.E. - 764.3690
TXU ELECTRIC AND GAS KIM WINN - 774.2506
VERIZON - DIGTEST 800.344.8377
COX COMMUNICATION MIKE LAVENDAR - 846.2349
COLLEGE STATION ELEC. - TONY MICHALSKY- 764.3660
REVIEWED FOR
iil
FEB L3H04\,,-
COLLEGE S7 AWN
ENGINEERtNIG
160
325 i= I 6"--
7 6" MONOLITHIC CURB
I -
E' THICK REINFORCED BACk'.-FILL ONLY WHERE SIDESLOPE WILL NOT
CONCRETE PAVEMENT DISTURB PROPOSED PROPOSED ADJACENT
- PARKING/DRIVE AREAS AND ONLY WHERE SPACE
OUTLET CONTROL ALLOWS FOR A 4:1 SLOPE TO BE CONSTRUCTED
S 1pU C TU R E #1 _ AAPACTED FILL - 4 1 SLO�'E NATURAL GOUND "OR" PROPOSED
ADJACENT PARKING/DRNE AREA
T.3 --
"y Z 1/2- 0 BARS O 12" O.C.
-y�
/2" 0 BARS* 12' O.0
S' THICi BEAU A MINIMUM OF 12" _ 3000 P.S.I CONCRETE (28-DA-, STRENGTH)
BE----�..."_�i� 7+OUND `00' PROPOSED ADJACENT 8
oARKING AREA/DRNE
SECTION A A THRU RETAINER BEAM N.T.S.
PREPARED FOR: SOUTHWOOD WEST GROUP
PREPARED
P.O. BOX 1 C220
COLLEGE STATION, TEXAS 77842
TELEPHONE: (979) 693-1617
PROFESSIONAL SERVICES PROVIDED_ BY: L.A. BERRI', P.E.
BERRY ENGINEERING COMPANY
1811 ROSE STREET
BRYAN, TEXAS 77802
TELEPHONE: (210) 884-0065
AGENT -TO OWNER KEN "EARL" HAVEL
-1379 POST OAK LANE
BPYAN, TEXAS 77807
TE-EPHONE: (979) 280-5581
E-MAIL: earlhavel®earth link. net
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DRAWING DRAWING TITLE
SP
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CITY OF COLLEGE STATION
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PER NOTES ON PERMIT
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DATE
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EXPIRATION DATE 2/28/04
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33'-6"
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21'-0"
98'-0"
FOUNDATION PLAN - BLDG "A"
1/8"=1'-0"
FOR CONC BEAM DETAILS RE: 2,3,4 & 5-S2
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REVISIONS
DATE
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1. SLAB TO BE POURED ON WELL COMPACTED
SELECT FILL — 95% PROCTOR, PI 16 MAX — 5 MIN
2. AS MOISTURE PROTECTION USE 6 MIL. POLY.
3. REINFORCING STEEL SHALL BE ASTM A-615, GRADE 40
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5. PROVIDE 24" X 24' L SHAPE #5 BARS AT ALL EXTERIOR
BEAM CORNERS — TOP & BOTTOM
6. CONCRETE TO BE 3,000 PSI ® 28 DAYS (5 SACK)
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8. VIBRATE ALL BEAMS AT TIME OF CONCRETE POURD
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10. FOR UNSTABLE SOIL CONDITIONS REFER TO
SOIL INVESTIGATION RECOMENDATIONS
FIN FL
1
2'-0"
36' DIAM
CONCRETE PIER DETAIL
NOT TO SCALE
3,000 PSI ( 5 SACK )
CONCRETE PIER CAP
W/ #6 BARS ® 9" OCEW — TOP & 30T
4 —#5 DOWELS — 60" LONG
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6 BARS
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® 12" OC VERTICAL
2 EXTERIOR CONC BEAM DETAIL
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REVISIONS
DATE
BY
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EXPIRATION DATE 2/26/04
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REVISIONS
DATE I BY
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EXPIRATION DATE 2/28/04
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