HomeMy WebLinkAboutDrawingsZONED R-7
NOW OR FORMERLY
ALLEN R. SWOBODA
MANUFACTURED NOME
PARK
PROPERTY LINE:
L= 11.44'
S 44058'10" N
EXISTING
6.0' PRIVACY=
MASONRY WALL
PROPERTY LINE:
L= 35.06'
S 45005'14" W
272.78 NG+
-I- NG 275.03
N �R 1 •-�In n. � Z �
.. Q
�. O
ON
N l FL 272.8
EXISTING --
RIP RAP FOR
EROSION CONTROL
/I
TOP
274.0 TOP OB BERM
SPILLWAY 274.0
273'6 i SPILLWAY
273.7
# 3 R E B A R @
15" O.C.B.W.
1.0' F.L. ELEV.
F.L. ELEV. 272.7
272.6
^ ,RAM A
,IPP RAP
u
1O 611 4" THICK SLAB JJ
2.70 2.761_T
PROFILE
TC 273.26
CUT EXISTING CURB
NG 275.32
5 I Tt7= FL AN U"v
REFERENCE: NONE SCALE:0=10'-0" NORTH
DETAIL1 4" THICK SLAB
3.01#3 BARS @
j 151, O.C.B.W.
I.I65'
t
0.67'
1
1.165,
1
�
.I
2.70 it 2.70
PLAN
TOP OF BERM
EL=274.0
EL=273.6 4 EL 22I�4.0
1.0'
F4„ 0 4"
DETENTION POND #3 REBAR 411
NEI R STRUCTURE DETAIL o.67' 4
4"
NOT TO SCALE EL=272. _T
WEIR $ SPILLWAY X -SECTION
AREA RIP
EROSION
PROTECTION
ZONED C-1
-I- 274.7q
EXISTING
UNDERGROUND ELECTRICAL CONDUIT
(1) 4" PVC PIPE - 36" DEEP)
.275.30 T
+ 274.80 c+ + 275.15
BLOCK D
ZONED C-1
NOW OR FORMERLY
226 S.W. PARKWAY ENTERPRISES
EXISTING PARKING
BM
TOP OF
MANHOLE
BM 274.60
3 I
im
2ciAPRI Li I
IR I RON ROD
MH -11-133
IP IRON PIPE
CGS
CM = CONCRETE MARKER
SRM
Io
Z
5/F SET OR FOUND
444.71P
t.fl -
22JULYII
27G.444Z
LU
ROW = RIGHT OF WAY
I�
7
tY
N
BL BUILDING LINE
IL
O
W
V /
Lu
ry
fL
1
PAE PARKING/ACCESS EASMT.
Z
J
274.28
�t co
OL r__ N
m
O
N �
- z
3 (�/
-I o
L(1
4.8 �
TC 375.18 O� W
Z
I >-
3 a �
� I �
273.90
(EVERYTHING EXISTING
EXCEPT FOR PROPOSED
ADDITION)
DETAIL 2
' 1.0' '
# 4 CONTINUOU
BARS
4"
6n
#3 18" O.C.L411TIE BARS
EXPANSION JOINTS AT 25'
CONTRACTION JOINTS AT 15'
FLUrlE
NTS
17
DETAIL 3
J
!Z
WEIR
I 6'
O
P
P. L.
N E I R LOCATION
NTS
275.87
EROSION CONTROL
I, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED
ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY.
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG
THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE AND
ACCORDING TO THE DETAIL SHOWN ON THIS SHEET.
2: THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A CONSTRUCTION
ENTRTANCE, MINIMUM 50' LONG AND MINIMUM OF 12' WIDE CONSISTING
OF ROCK -RUBBLE WITH PIECES 1-1/2" TO 3-1/2" IN DIAMETER, A'MINIMUM
OF 6" DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE HE SHALL
BE REQUIRED TO INSTALL A CONSTRUCTION ENTRANCE AT EACH ADDITIONAL
ENTRY POINT WHERE MUD IS TRACKED ONTO CITY STREETS.
3. ALL STORM DRAINAGE INLETS IN THE PROJECT AREA SHALL BE PROTECTED
DURING CONSTRUCTION FROM RUNOFF SEDIMENTATION BY A G" HIGH BARRIER
MADE UP OF 20 -LB HAY FILLED BURLAP BAGS (OR EQUIVALENT BARRIER).
4. ALL DISTURBED GROUND, INCLUDING DETENTION POND SHALL BE SODDED OR
AT LEAST SEEDED AT THE CONCLUSION OF CONSTRUCTION TO REDUCE SILTING.
5. RIP -RAP SHALL BE 20 LB. PIECES, ROCK RUBBLE ON PLASTIC LINER.
5OUARE FOOTAGE
EXISTING FOOTAGE ...........2,255.041
NEW FOOTAGE .................. 444.741
i
LEGEND
2ciAPRI Li I
IR I RON ROD
MH -11-133
IP IRON PIPE
CGS
CM = CONCRETE MARKER
SRM
MOC MARK ON CONCRETE
444.71
5/F SET OR FOUND
444.71P
IRFC IRON ROD FOUND CAPPED
22JULYII
FG FENCE CORNER
ROW = RIGHT OF WAY
BB BACK TO BACK OF CURB
BL BUILDING LINE
PUE PUBLIC UTILITY EASMT.
EE ELECTRICAL EASEMENT
DE DRAINAGE EASEMENT
AE ACCESS EASEMENT
PAE PARKING/ACCESS EASMT.
EM L ELECTRIC METER
ET ELECTRIC TRANSFORMER
E/P/L ELECTRICAL/POLE/LIGHT
MH L MANHOLE
CO - CLEAN OUT
WM= WATER METER
W/V WATER/VALVE
55 SANITARY SEWER
FH FIRE HYDRANT
GM = GAS METER
T/B = TELEPHONE PEDESTAL
C/TV = CABLE TV
AC = AIR CONDITIONER
OH = OVERHANG
EOP = EDGE OF PAVEMENT
PE = PEDESTRIAN EASEMENT
TC TOP OF CURB
NG-' NATURAL GROUND
BM L BENCHMARK
( R) RECORDED
( M) ;,= MEASURED
NOTES:
W
I. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF COLLEGE STATION.
w 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE
EXACT DEPTH * LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO uj
CL
}' �.5 COMMENCING ANY WORK. ALL EXISTING UTILITY LOCATIONS SHOWN HERE ARE
_j Lu z APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES
Li z �L AFFECTING THIS PROJECT.
U T 1.1-! 0Y 3 -THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST DAYS PRIOR
V c Q TO START OF CONSTRUCTION:
Q u -O Q WATER AND SEWER SERVICES - 764-3638 W 3 z COLLEGE STATION ELECTRICAL SERVICES - 764-3638
Z 0 C/ - TXU GAS - 775-1624
VERIZON SOUTHWEST - 321-4303
3 < COX COMMUNICATIONS - 776-7766
O
W DIG TESS - 1-800-344-3877
Z 3 4. ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE OTED.
U) 5 . TH I S PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100 -YEAR FLOOD
PLAIN ACCORDING TO FEMA MAP # 48041C 0182C, DATED J ILY 2 1gg2.
`9 G. BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM F q6% OF MAXIMUM
N DENSITY AS DETERMINED BY ASTM D 6q8 IN OPEN AREAS AND q5% UNDER
PAVEMENT AND STRUCTURES.
7. THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY CONSTRUCTION
CHANGES IN ORDER TO PREPARE "AS -BUILT DRAWINGS" WHICH SHALL BE
SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION.
B. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE GEOTEC NICAL ENGINEERING
SERVICES IF REQUIRED BY OWNER.
q•THE CONTRACTOR SHALL COORDINATE ALL PROPOSED WOR AND PROCEDURES
' WITH THE CITY OF COLLEGE STATION.
E0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT AND
SURVEYING SERVICES.
11. DETENTION POND SHALL BE PRIVATELY MAINTAINED.
12. BERT; SLOPES IN POND SHALL BE 3 TO
13. THE CONTRACTOR TO PERFORM A ---ONE- TIME CLEAN--UP--OF- THE DRAINAGE
EASEMENT THROUGH LOT q (OFF SITE) TO ALLOW STORM ATER RUN-OFF.
� 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT 'SHALL BE SCREENED
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,
MEASURED FROM 5' ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED
WITH THE BUILDING ARCHITECTURE t SCALE TO MAINTAIN A UNIFIED APPERANCE.
F 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION
7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT'SOURCE SHALL NOT
PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY
PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER
THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
l(ot
SECTION A -A
NTS
6.0' MASONRY
WALL
TOP OF POND
274.0'
lo' I.o'
273.0' 3.2' 00 3.0 273.0'
DETAIL 4
T -POST DRIVEN '
2- 1/2" REINF. BAR
PER HAY BALE
HAY BALE --
SEDIMENT CONTROL
-7 FABRIC
FLOW
SILT FENCING
NTS
INFOWATION
OWNER INFORMATION: GOLDEN KEYS INVESTMENT, LLG
HERBERT BOOKER
246 SOUTHWEST PARKWAY E
COLLEGE STATION, TEXAS 77840
(q79) 676-2129
BUILDER INFORMATION: MARIOTT HOMES, INC.
LARRY MARIOTT
20q ROCK PfyARIE
COLLEGE ST ;TION, TEXAS 77845
(979) 696-17$7
SYM50L LEGEND
-W__; WATER LINE ® WATER METER
_G___ -GAS LINE
IP I IRRIGATION METER
-s- SEWER LINE FH
-E- ELECTRIC LINE 1110111FIRE HYDRANT
-F- CHAIN LINK FENCE UNE p ELECTRIC METER
LOT: 8D / BE ..
BLOC`;: D ,��N
t i9 t
VF F aan< z �'
1 h j I .. y E-n�
...,E Y � 5 �
SUBDIVISION. 1 �
ASHFORD S I UARE
COLLEGE STATION, TEXAS
BRAZOS CO NTY
M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE 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. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
DATE:
2ciAPRI Li I
PROJECT:
MH -11-133
DRAWN:
CGS
CHECKED:
SRM
HEATED:
444.71
SLAB:
444.71P
REVISION:
22JULYII
SHEET NUMBER
SHEET 02 OF 02
2�5 3o
-}- 274.7q + 274.80 TC� + 275.15
272.78 NG+ -}- NG 275.03 +NG 275.32
ZONED C-1
CONTRACTOR TO PROVIDE
UNDERGROUND ELECTRICAL CONDUIT
(1) 4" PVC PIPE - 36" DEEP)
ELECTRIC 80'-5" M
SERVICE
ENTRANCE (I TOP OF
WATER II MANHOLE
LINE
5u I ENTRANCE 80'-1" BM 274.60
21 -I AC PAD F7I I PROPOSED
` WATER METER
P OPERTp, L F: 150.55' - N 45°2 6" W II 274.51
_ 275.3 _ - _ S
.0 % a IGATION
PROPOSED
2757 METER
A`
E 1 o W o D', W �� W E W _ W -W W IRR2j
7.51 BUILDING 4z"-- ��� � C 27 ....�IM T 75 56
I _Q..off _ C, c W 9
:y. J I I2 »I �� €
�\ \ C- FIRE "� 2751._-& N of I m
3 o LANES
LO �� W 18'-o Z 6 22'-6'1 6 I 275........._ d
LO \ oq 7 z
IwL
LLA
a I I I 3 i cn
II I o
LL
Ln
EXISTING
O
*15HED ELAT � SI < L0�
OI SLOPE 27 .4 W
LEARN ING
1--e z
' I
SLOPE I / -
� I,aB M I I � ji--,�V/- �
_ I II
z o ``-FINISHED ELEVATION ��-�- SD
ZONED � _ � _ I HANDRAIL ,
Ln
NOW OR FORMERLY }- SILTING FE CE �� II W
� W o N i I I W �
ALLEN R. SWOBODA WDETAIL wW EXISTING CONCRET (I tY)
MANUFACTURED NOME w oN �� DRIVEWAY II w z
� ' cn �' t 1 I� �
PARK O ~ W W i -t-•1
t
RAI IN -
G '.
-
- c - - - - W
z _. IFF _-ECFV. = ' 275.5 _-- --�- � .. �_ r TO -RAIL MOUNTED ) j[
Q B WEEN 34" - 38" I I �/ T' 1 N \ )( N
PROPERTY LINE:
L= 11.44'
S 44058'10" W
6.0' PRIVACY
MASONRY WALL
PROPERTY LINE:
L= 35.06'
S 45005'14" W
\:2
74.26 -}-I I Q j5 `. Q z
- I ( 1 -
TRAsu R s� 7.5' BSL �� i I Q- Lu W z
NG 274. / --1
2 3 : 2%NorTSLOPE E r -1
Q - PL: 150.g1' N 45022'46" W I z z W 274.28
�..i� 1 I I •--I
COLORED AND i t< <
TEXTURED=
CONCRETE I I W h U 3 W
r _
co
t -
N Q- 7.5' BUI DINGO LIN boov o CO
IL o 0600 II r
W6 7q' -(p
ll- 0("� �� S ^'
-- 5' 18' RIP RAP AREA MINIMUM SLOPE IN
M ERIAL TO BE I ANY DIRECTION l L
Q SP CIFIED BY OWNER Q Z_I NOT TO EXCEED 2 II I 3 I N
A ( F6 P, EROSION CONTROLO 1 C) �' QI I o II I _
z � I o
Q NC PARKING 18` 0" W l I I TC - 74.8
SIGN _:.._._.,...
J W MINIMUM - ^4.62 t 'd
Q- ��°? 0 5% TC- 274.2 - r' I I TC 75.18
LJ
W �L. / i \ 274.70 p w W
Lo o PLAYGROUND LO II
4� - ry
LOT BE ( " "" C 2 5.13
I FL 272.8 7.5' BUILDING LINE I TRUCK -1" >-
c I
I--
- - - - -� WASHOUT I I ���?) f�
AREA I I 6 Lu W
E DETA I )� /
y-' IIIIIIIIIIiIIIIlnili����elllllllllil' �.� TC\ 274.43 2>
Oo o � 273.g4'fl"A (.� 2
,_. �. .... "•......._...,.._.. ,..................• ,.......�..••......._.. 274.05
• V:.YY�
274.21 3.q
NG 273.0 ry^ry' I Tc 27 rc 2 PROPERfl'° LINE: 151.26' - S 45°22 6" E - II
.73 I ( c>7
TC 273.45 273.44 +273.61 II 274.4q 273.80
I II
EXISTING
TREE
2-2'X10'
RIP RAP AREAS
MATERIAL TO BE
SPECIFIED BY OWN 3.0' -FLUME
FOR EROSION CONTROL DETAIL NG
2 FIRE N7DR INT
TG 273.28
272.gq TC4
TOP
= IRON ROD
274.0
TOP OB BERM
CM
274'0
SPILLWAY
273.8
3,p'� SPILLWAY
= SET OR FOUND
t-1 273.7
=IRON ROD FOUND CAPPED
- # 3 REBAR @
= FENCE CORNER
15" O.C.B.W.
= RIGHT OF WAY
F.L. ELEV.
F.L. ELEV.
272.7
272.8
PUE
= PUBLIC UTILITY EASMT.
RIP RAP
10il ul
DE
= DRAINAGE EASEMENT
4" THICK SLAB
6„
PAE
= PARKING/ACCESS EASMT.
2.6 2.6
= ELECTRIC METER
PROFILE
(( --CUT EXISTING CURB
51
FL AN
REFERENCE: NONE SCALE:I"=10'-0" NORTH
DETAIL4" THICK SLAB
3.0' #3 BARS @
151, O.C.B.W.
31' (TYP.)
1.1651 ' a
tRIP RAP
0.67' WEIR s AREA FOR EROSION
o PROTECTION
�
2.76' � � 2.76' '
PLAN
TOP OF BERM
EL=274.0
EL=273.8 4„ EL=24.0
1.0'
411
41
#3 REBAR
DETENTION POND 4I'
WEIR STRUCTURE DETAIL 067' -I 4
4°
NOT TO SCALE EL=272.
WEIR $ SPILLWAY X -SECTION
FN
BLOCK D 'SII
ZONED C-1
NOW _OR FORMERLY _ -
226 S.W. PARKWAY ENTERPRISES
EXISTING PARKING
(EVERYTHING EXISTING
EXCEPT FOR PROPOSED
ADDITION
DETAIL 2
0----wl-1.0' '
# 4 CONTINUOU
BARS
4"
G- 6 °
#3 18" O.C.
L411 TIE BARS
EXPANSION JOINTS AT 25'
CONTRACTION JOINTS AT 15'
FLUME
NTS
DETAIL 3
WEIR
I 6'
1 6'
0 0
P. L.
HEIR LOCATION
NTS
+275.87
EROSION CONTROL
I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED
ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY.
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG
THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE AND
ACCORDING TO THE DETAIL SHOWN ON THIS SHEET.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A CONSTRUCTION
ENTRTANCE, MINIMUM 50' LONG AND MINIMUM OF 12' WIDE CONSISTING
OF ROCK -RUBBLE WITH PIECES 1-1/2" TO 3-1/2" IN DIAMETER, A MINIMUM
OF 6" DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE HE SHALL
BE REQUIRED TO INSTALL A CONSTRUCTION ENTRANCE AT EACH ADDITIONAL
ENTRY POINT WHERE MUD IS TRACKED ONTO CITY STREETS.
3. ALL STORM DRAINAGE INLETS IN THE PROJECT AREA SHALL BE PROTECTED
DURING CONSTRUCTION FROM RUNOFF SEDIMENTATION' BY A 6" HIGH BARRIER
MADE UP OF 20 -LB HAY FILLED BURLAP BAGS (OR EQUIVALENT BARRIER).
4. ALL DISTURBED GROUND, INCLUDING DETENTION POND SHALL BE SODDED OR
AT LEAST SEEDED AT THE CONCLUSION OF CONSTRUCTION TO REDUCE SILTING
S. RIP -RAP SHALL BE 20 LB. PIECES, ROCK RUBBLE ON PLASTIC LINER.
111 LEGEND
IR "
= IRON ROD
IP
= IRON PIPE
CM
= CONCRETE MARKER
MOC
= MARK ON CONCRETE
S/F
= SET OR FOUND
IRF,
=IRON ROD FOUND CAPPED
FC (
= FENCE CORNER
ROW
= RIGHT OF WAY
BB
= BACK TO BACK OF CURB
BL
= BUILDING LINE
PUE
= PUBLIC UTILITY EASMT.
EE
= ELECTRICAL EASEMENT
DE
= DRAINAGE EASEMENT
AE
= ACCESS EASEMENT
PAE
= PARKING/ACCESS EASMT.
EM
= ELECTRIC METER
ET
= ELECTRIC TRANSFORMER
E/P iL
= ELECTRICAL/POLE/LIGHT
MH
= MANHOLE
CO
= CLEAN OUT
WN
= WATER METER
W/V
= WATER/VALVE
SS
= SANITARY SEWER
FH
= FIRE HYDRANT
GM
= GAS METER
T/B
= TELEPHONE PEDESTAL
G/TV
GABLE TV
AC
= AIR CONDITIONER
OH
= OVERHANG
EOP
= EDGE OF PAVEMENT
PE
= PEDESTRIAN EASEMENT
TC
= TOP OF CURB
NG
= NATURAL GROUND
BM
= BENCHMARK
( R) = RECORDED
( M) = MEASURED
SECTION A -A
NTS
DETAIL 4
T -POST DRIVEN '
2- 1/2" REINF. BAR
PER NAY SALE -,,,,
HAY BALE--_ 1
SILT FENCING
SEDIMENT CONTROL
7 FABRIC
FLOW
NTS
273.0'
SYM80L
L
CND
DRAWN:
NOTES:
®
WATER METER
444.71P
SL B:
444.74,
REVI
Scny ! !
/b�nlr�00
-G- GAS LINE
W
(0
I. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CON
ORM WITH THE
,
IRRIGATION METER
'-'s- SEWER LINE
Fu
STANDARDS AND SPECIFICATIONS OF THE CITY OF COLLEGE
STATION.
-E- ELECTRIC LINE
c
FIRE HYDRANT
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
O FIELD VERIFY THE
IY
EXACT DEPTH 4 LOCATION OF ALL EXISTING UNDERGROUND'
UTILITIES PRIOR TO
COMMENCING ANY WORK. ALL EXISTING UTILITY LOCATION
' SHOWN HERE ARE
1
W !-
Z
APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND
UTILITIES
W Z
v
AFFECTING THIS PROJECT.
U
K W
Q
3.THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST'
2 DAYS PRIOR
Q
>-CL
TO START
T_ RT_ O F CONSTRUCTION:
--
(
U
Q
WATER AND SEWER SERVICE: 764-3638
__-----
0-
b
z
COLLEGE STATION ELECTRICAL SERVICES - 7641-3638
-
w
TXU GAS - 775-1624
0<
VERIZON SOUTHWEST - 321-4303
N
30 CL
X
COX COMMUNICATIONS - 776-7766
Z 3
W
DIG TESS - 1-800-344-3877
4. ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE
NOTED.
5. THIS PROPERTY DOES NOT LIE W ITN I N AN IDENTIFIED 100 -YEAR
PLAIN ACCORDING
FLOOD
TO FEMA MAP # 48041C 0152C, DATED
JULY 21 igg2.
cv
6. BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM
OF g0% OF MAXIMUM
DENSITY AS DETERMINED BY ASTM D 6q8 IN OPEN AREAS
AND 95% UNDER
PAVEMENT AND STRUCTURES.
7. T14E CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS
F ANY CONSTRUCTION
CHANGES IN ORDER TO PREPARE "AS -BUILT DRAW 1 NGS"
WHICH SHALL BE
SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION
OF CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE GEOTE
�T ICAL ENGINEERING
SERVICES IF REQUIRED BY OWNER.
9 -THE CONTRACTOR SHALL COORDINATE ALL PROPOSED WO
K AND PROCEDURES
I T-
\
WITH THE CITY OF COLLEGE STATION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION
E
LAYOUT AND
SURVEYING SERVICES.
11. DETENTION POND SHALL BE PRIVATELY MAINTAINED.
12. BERM SLOPES IN POND SHALL BE 3 TO 1.
13. THE CONTRACTOR TO PERFORM A ONE TIME CLEAN UP OF
THE DRAINAGE
EASEMENT THROUGH LOT q (OFF SITE) TO ALLOW STORM
WATER RUN-OFF.
SECTION A -A
NTS
DETAIL 4
T -POST DRIVEN '
2- 1/2" REINF. BAR
PER NAY SALE -,,,,
HAY BALE--_ 1
SILT FENCING
SEDIMENT CONTROL
7 FABRIC
FLOW
NTS
273.0'
SYM80L
L
CND
DRAWN:
--w- WATER LINE
®
WATER METER
444.71P
SL B:
444.74,
REVI
Scny ! !
/b�nlr�00
-G- GAS LINE
0IM
,
IRRIGATION METER
'-'s- SEWER LINE
Fu
-E- ELECTRIC LINE
1i,�,�
FIRE HYDRANT
-F- CHAIN LINK FENCE LINE
p
ELECTRIC METER
LOT: 8D / 8E
BLOCK: D
SUBDIVISION: �vS
ASHFORD S UAIZE
COLLEGE SATION, TEXAS
BRAZOS COUNTY
M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. ! A LICENSED PROFESSIONAL
ENGINEER SHOULD BE CONSULTED REGAR ING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE
DRAWING, THEN THE "ENGINEER OF RECOIj D" SHALL BEAR THE SOLE
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
DATE: 29APRILI I
PROJECT:
MN -II -133
DRAWN:
CGS
CHECKE
HE ED:
444.71P
SL B:
444.74,
REVI
Scny ! !
/b�nlr�00
07 /03
06/20/03
2gAUG03
SHEET NUMBER
I.P2 11 As
SHEET 02 OF 02
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4 246 Southwest Parkway E
College Station, TX 77840
Note:
A
denotes Golden Keys Learning Center
Doc Bic Vol Ps
01095642 OR 10241 280
• Area outlined by red box includes a portion of the parking spaces owned by
Brazos Fellowship that will be used by Golden Keys Learning Center.
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An
246 Southwest Parkway E
College Station, TX 77840
Note:
A
• denotes Golden Keys Learning Center
• Area outlined by red box includes a portion of the parking spaces owned by
Brazos Fellowship that will be used by Golden Keys Learning Center.