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PROPERTY LINE: °' N f r�a���, Z ` - `: � - - - �- - -� -�- -- � - -• - -- " $2 p ��
_ Q HG PARIGNf. • ��p�_p� W �
L- 35.06' f ,�
5 45*05'14" LEI �_ a O � ►k 4 TG 7f4.2 -
MINII"1Vh1 O
ak
GUT .EXIST NG CURS
L U N t. tj C.,
NOW OR `FORMERLY
226 S.W. PARKWAY ENTERPRISES
EXISTING PARKING
REFERENCE: NONE SCALE= 1" c NORTH
DE AIL I
4' TWICK SLAB.'
' 03 BARS V
cw
3 0 -
i5' O.C.6.W.
a0 _274.0 TOP OB BERM -.
2T4.0 3 t, (TYPf) +
SPIL I = .
273A 'J. BPILIAAY
s5 -' 3 REBAAR •
IS' O.C.B.W, 0.67 10MR - AR R ION DETA I L 2.
p EC 1
F.L. ELEV.
i.1i�5' r
• - ,1.. ELEV.
372.7 _ a
M RIP RAP
S& 4 VO
WITH THE CITY OF COLD
ID. THE CONTRACTOR SHALL
L.EGEN'
-
. THE CONTRACTOR SHALL BE RESPON5IBLE FOR 5EDtMENTATION CONTROL.
BUI LING LINE
iR = - IRON ROD
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
..�. :> ,• •• �,► f
tP = IRON PIPE
-w� mom- mmmw� -womm amm vow% mwmw� ftmw� 40M.- ww�w mom- a W� amm- qm�w i
=
-co _
V_
.
�F
FBI
un
AIL
(y
DETA
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A 51 L� "i NG BARRIER ER ALONG
Z
IRFC = IRON ROD fOUND CAPPED
LL
U.
THE LOWER ENDS OF THE LAND BEING. DISTURBED AS 5Ht:)WN HERE AND
x
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3
27
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NG 273.
ul
Tc
PROPER 1"° I N E: - 151.26 1 - S 2
., C
..
w-
OF 6 DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE HE SHALL
ELECTRIC METER
ZO NEID R 7
_
=�=
lunn
+ 273. 44 273.61
NOW OR FORMERLY
_ SILTING
FE
£y
PAE = PARKING/ACCESS EA5MT.
ALLEN R, SWOBODA
DETAI L
EM s ELECTRIC METER
ET _ ELECTR T
R C RAN ORME R
MANUFACTURED 440ME
-
ICIL
EXISTING
PARS
-a.
TREE =
,.,
RiP RAP AREAS
_
PROPERTY LINE: °' N f r�a���, Z ` - `: � - - - �- - -� -�- -- � - -• - -- " $2 p ��
_ Q HG PARIGNf. • ��p�_p� W �
L- 35.06' f ,�
5 45*05'14" LEI �_ a O � ►k 4 TG 7f4.2 -
MINII"1Vh1 O
ak
GUT .EXIST NG CURS
L U N t. tj C.,
NOW OR `FORMERLY
226 S.W. PARKWAY ENTERPRISES
EXISTING PARKING
REFERENCE: NONE SCALE= 1" c NORTH
DE AIL I
4' TWICK SLAB.'
' 03 BARS V
cw
3 0 -
i5' O.C.6.W.
a0 _274.0 TOP OB BERM -.
2T4.0 3 t, (TYPf) +
SPIL I = .
273A 'J. BPILIAAY
s5 -' 3 REBAAR •
IS' O.C.B.W, 0.67 10MR - AR R ION DETA I L 2.
p EC 1
F.L. ELEV.
i.1i�5' r
• - ,1.. ELEV.
372.7 _ a
M RIP RAP
S& 4 VO
�fa
BM
TOP OF
MANHOLE
BM 274.60
WITH THE CITY OF COLD
ID. THE CONTRACTOR SHALL
L.EGEN'
-
. THE CONTRACTOR SHALL BE RESPON5IBLE FOR 5EDtMENTATION CONTROL.
BUI LING LINE
iR = - IRON ROD
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
..�. :> ,• •• �,► f
tP = IRON PIPE
-w� mom- mmmw� -womm amm vow% mwmw� ftmw� 40M.- ww�w mom- a W� amm- qm�w i
THE AMOUNT OF 501L AND DEBRIS ORIGINATED AT THE 1 51 T E AND CARRIED
V_
C'm = CONCRETE MARKER
�F
FBI
"Room,
MOC = MARK ON CONCRETE
5✓F =SET OR FOUND
DETA
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A 51 L� "i NG BARRIER ER ALONG
Z
IRFC = IRON ROD fOUND CAPPED
THE LOWER ENDS OF THE LAND BEING. DISTURBED AS 5Ht:)WN HERE AND
x
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3
27
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NG 273.
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Tc
PROPER 1"° I N E: - 151.26 1 - S 2
OF ROCK - RUBBLE WITH PIECES 1 -1/2" TO 3 -112" IN DIAMETER, A MINiMUM
= FIRE HYDRANT
I l�rl
EE ELECTRICAL EASEMENT
OF 6 DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE HE SHALL
ELECTRIC METER
I
�
,
+ 273. 44 273.61
AE = ACCESS EASEMENT
TC 273.45
=t_
PAE = PARKING/ACCESS EA5MT.
3. ALL STORM DRAINAGE INLETS IN THE PROJECT AREA SH =ALL BE PROTECTED
EM s ELECTRIC METER
ET _ ELECTR T
R C RAN ORME R
w
z�
EXISTING
?
�
�
2- 2'X10'
TREE =
,.,
RiP RAP AREAS
_
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MATERIAL TO BE
5PECI FI ED BY OWN
3.0 -FLUME
w
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fOR EROSION CONT
OL
I DETAIL
co
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BM
TOP OF
MANHOLE
BM 274.60
X
274 *49
1 273.90
-• 1
EX
ME HYDRANT f - �
j
�►�� _as -rr_ I pk I nC K n
I
+275.87
APIROS,�oN o
WITH THE CITY OF COLD
ID. THE CONTRACTOR SHALL
L.EGEN'
-
. THE CONTRACTOR SHALL BE RESPON5IBLE FOR 5EDtMENTATION CONTROL.
O F
iR = - IRON ROD
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
..�. :> ,• •• �,► f
tP = IRON PIPE
Z
THE AMOUNT OF 501L AND DEBRIS ORIGINATED AT THE 1 51 T E AND CARRIED
V_
C'm = CONCRETE MARKER
W_
Z
CL
MOC = MARK ON CONCRETE
5✓F =SET OR FOUND
3
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A 51 L� "i NG BARRIER ER ALONG
Z
IRFC = IRON ROD fOUND CAPPED
THE LOWER ENDS OF THE LAND BEING. DISTURBED AS 5Ht:)WN HERE AND
x
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w
3
27
Z
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ENTRTANCE , MINIMUM 50' LONG AND MINIMUM OF 12' WIDE CONSISTING ,�
IRRIGATION GATION METER
U s BUILDING LINE
P UE PUBLIC UTILITY EASt'1T.
FW
OF ROCK - RUBBLE WITH PIECES 1 -1/2" TO 3 -112" IN DIAMETER, A MINiMUM
= FIRE HYDRANT
I l�rl
EE ELECTRICAL EASEMENT
OF 6 DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE HE SHALL
ELECTRIC METER
DE DRAINAGE EASEMENT
�(�
O
AE = ACCESS EASEMENT
ENTRY POINT INHERE MUD IS TRACKED ONTO CITY STREETS.
=t_
PAE = PARKING/ACCESS EA5MT.
3. ALL STORM DRAINAGE INLETS IN THE PROJECT AREA SH =ALL BE PROTECTED
EM s ELECTRIC METER
ET _ ELECTR T
R C RAN ORME R
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1 273.90
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EX
ME HYDRANT f - �
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�►�� _as -rr_ I pk I nC K n
I
+275.87
APIROS,�oN o
WITH THE CITY OF COLD
ID. THE CONTRACTOR SHALL
L.EGEN'
-
. THE CONTRACTOR SHALL BE RESPON5IBLE FOR 5EDtMENTATION CONTROL.
O F
iR = - IRON ROD
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
..�. :> ,• •• �,► f
tP = IRON PIPE
Z
THE AMOUNT OF 501L AND DEBRIS ORIGINATED AT THE 1 51 T E AND CARRIED
V_
C'm = CONCRETE MARKER
W_
ONTO PUBLIC RIGHTS OF WAY, WATER C6URSE5 AND ADJACENT PROPERTY.
CL
MOC = MARK ON CONCRETE
5✓F =SET OR FOUND
0
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A 51 L� "i NG BARRIER ER ALONG
Z
IRFC = IRON ROD fOUND CAPPED
THE LOWER ENDS OF THE LAND BEING. DISTURBED AS 5Ht:)WN HERE AND
x
FC = FENCE CORNER
w
ACCORDING, TO THE DETAIL SHOWN ON THIS SHEET.
ROW = RIGHT OF WAY
L ECzEND f
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A CONSTRUCTION
WATER METER
WM
BB _ BACK TO BACK OF CURB
.
ENTRTANCE , MINIMUM 50' LONG AND MINIMUM OF 12' WIDE CONSISTING ,�
IRRIGATION GATION METER
U s BUILDING LINE
P UE PUBLIC UTILITY EASt'1T.
FW
OF ROCK - RUBBLE WITH PIECES 1 -1/2" TO 3 -112" IN DIAMETER, A MINiMUM
= FIRE HYDRANT
I l�rl
EE ELECTRICAL EASEMENT
OF 6 DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE HE SHALL
ELECTRIC METER
DE DRAINAGE EASEMENT
BE REQUIRED TO INSTALL A CONSTRUCTION ENTRANCE A"i - EACH ADDiTIONAL
AE = ACCESS EASEMENT
ENTRY POINT INHERE MUD IS TRACKED ONTO CITY STREETS.
=t_
PAE = PARKING/ACCESS EA5MT.
3. ALL STORM DRAINAGE INLETS IN THE PROJECT AREA SH =ALL BE PROTECTED
EM s ELECTRIC METER
ET _ ELECTR T
R C RAN ORME R
DURING CONSTRUCTION FROM RUNOFF SEDIMENTATION 5T. A 6" HIGH - BARRIER
E/P /L ELECTRICAL/POLE/LIG44T
1"IADE IUP OF 20 -1.B HAY FILLED BURLAP BAGS {0R EQl1ft/ALENT $ARRI ER
t-lu _ 1'"IANHOLE
4. ALL DISTURBED GROUND, INCLUDING DETENTION POND - 1 1ALL BE 30DDED OR co = CLEAN OUT t
AT LEAST SEEDED AT THE CONCLU51ON OF CONSTRUCTION TO REDUCE SILTING. WM = WATER METER
5. RIP -RAP SHALL. BE 20 LB. PIECES ROCK RUBBLE ON PL ►STIC LINER. a WATER/VA
S N
.� 55 55 SANITARY SEWER
ft4 _ FIRE 14YDRANT
Gm GAS METER
T/B = TELEPHONE PEDESTAL
C/TV = CABLE TV
AC AID? CONDITIONER
` OH _ OV ERHANG -
EOP _ EDGE OF PAVEMENT
PE w PEDESTRIAN EASEMENT
' TG = TOP OF CURB
NG _ NATURAL. CrROUND
BM BE RK
R RECORDED
{
} (M MEASURED
N
WITH THE CITY OF COLD
ID. THE CONTRACTOR SHALL
W
to
O F
a
a
..�. :> ,• •• �,► f
._ j w
Z
CO w z
V_
.T w
W_
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CL
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0
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Np
x
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N
N
L ECzEND f
N
WATER METER
WM
IEVIEWED FOR
COMPLIANCE
AUG z 1200
ALLEGE STATION
ENGINEERING
NOTES. j
I. ALL CONSTRUCTiON MA h A N SHALL T ER h LS AND I"I ET ODS LL CON F0R1"1 W ITH THE
STANDARDS AND SPECI F1 t.,TION5 OF THE CITY OF COLLEGE STATION.
2.1T SHALL BE THE RE5PC 131LITY OF T14E CONTRACTOR TO FIELD VERIFY THE
EXACT DEPTH LOCATION ALL EX15TING UNDERGROUND UTILITIES PRIOR TO
COMMENCING ANY WORK. AL�_ EXISTING UTILITY LOCATIONS SHOWN HERE ARE
APPROXIMATE. THE CONTR
F-'%' SHALL PROTECT ALL UNDERGROUND UTILITIES
AFFECTING THI5 PROJECT. - '
G .� �
3 f T-H , CONT SHALL N(.! FY ALL UTILITI AT LEAST 2 DAPS PRIOR
TO START OF CONSTRUCT LN :
WATER ..� ����
a
_ = ��..riER SE GE 74 35 -.
COLLEGE STATION EL E ,RICAL 5ERVICE5 - 764 -3638
TXU GAS - 775 -1624
VERIZON SOUTHWEST X 21 -.4303
COX COMMUNICATIONS ���'776 -776
DIG TESS - I -8)0- 344 -.1577
4. ALL LINEAR DIMENSIONS AXIE iN FEET UNLESS OTHERWISE NOTED.
5-THIS PROPERTY DOES NOT..' ;LIE WITHIN AN IDENTIFIED 100 -Y EAR FLOOD
PLAIN ACCORDING TO FEM ' MAP 48041C 0182C DATED JULY 2 Igg2.
6, BACKFiLL MATERIAL. SHALt BE COMPACTED TO A MINii"IUf" i OF 96% OF MAXlrlUP1
DENSITY AS DETERMINED flY INED ASTM D 698 IN OPEN AREAS AND q5% UNDER
PAVEMENT AND STRUCTU =S.
7. THE CONTRACTOR SHALL - - 'I.AiNTAIN ACCURATE RECORDS OF ANY CONSTRUCTION
CHANGES IN ORDER TO N `SPARE "A5-BUILT DRAWINGS" WHICH SMALL BE
SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION.
8. CONTRACTOR SHALL BE :SPONSIBLE TO SECURE GEOTECHNICAL ENGINEERING
SERVICES iF REQUIRED B! OWNER.
g • THE CONTRACTOR SHALL OORDI NATE ALL PROPOSED WORK AND PROCEDURES
12. bl:t<1 SLOPES IN POND SHt LL BE 3 TO 1 .
13. THE -CONTRACTOR TO PERT RM A ONE TIME CLEAN UP OF THE DRAINAGE
EASEMENT THROUGH LOT c (OFF SiTE) TO ALLOW STORM WATER RUN -OFF.
f ♦. i Y
1... = v t'.tic.t:r.�.ia.► .i.ir �r.��...+�'+.fn.a.:_ .g..r r�i+}i►: ii
- 4
SECTION A -A
NTS {
6.0' MASONRY -
WALL 1
r
TOP OF POND
274.0'
- � 1.0' 1.0'
273. 3.2' 30
273.0
DETAIL 4
WITH THE CITY OF COLD
ID. THE CONTRACTOR SHALL
STATION.
RESPONSIBLE FOR CONSTRUCTION LAYOUT AND
SURVEYING SERVICES.
O F
MH -03 -150
11. DETENTION POND SNALL8�
..�. :> ,• •• �,► f
PRIVATELY MAINTAINED.
12. bl:t<1 SLOPES IN POND SHt LL BE 3 TO 1 .
13. THE -CONTRACTOR TO PERT RM A ONE TIME CLEAN UP OF THE DRAINAGE
EASEMENT THROUGH LOT c (OFF SiTE) TO ALLOW STORM WATER RUN -OFF.
f ♦. i Y
1... = v t'.tic.t:r.�.ia.► .i.ir �r.��...+�'+.fn.a.:_ .g..r r�i+}i►: ii
- 4
SECTION A -A
NTS {
6.0' MASONRY -
WALL 1
r
TOP OF POND
274.0'
- � 1.0' 1.0'
273. 3.2' 30
273.0
DETAIL 4
S
F.
1J-
1�
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J=
DATE:
04/24/03
O F
MH -03 -150
..�. :> ,• •• �,► f
CG 5
-
"I"Olp Ut a one .{ .0.. ••• *....,.a....,r
;CHRIS P`IA. 4 A. GALINDO �
=.
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fr 1
HEATED=
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CHRISTIAN A. GALINDO, P.E.
# 53425 R.P.L.S. 4473
JJ LY 7 2003 -
R EV 15 I ON :
'� 1/. � lX 20, 200►
YM50L
L ECzEND f
r WATER LINE
WATER METER
WM
-- -G-- -- C,A5 LINE
.
IRRIGATION GATION METER
4--5-- SEWER LINE
FW
`�►�
= FIRE HYDRANT
I l�rl
--E-- ELECTRIC LINE
.. _ . F ---- CHAIN LINK FENCE LINE
ELECTRIC METER
Am" ZA
S
F.
1J-
1�
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J=
-'l"! -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
fiRM. WE ARE NOT OUALlF1ED NOR ARE WE LICENSED TO DESIGN 0214!1 STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFE5510NAL 8
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING s
AND FOUNDATION. SNOULU i4 ENGINEER'S SEAL BE PRESENT ON .THE �1
LRAWING, THEN THE ENGINEER OF RECORD' SHALL BEAR THE SOLE 6
F.E5PONSIBILIT7 FOR T14E STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
''SHEET 02 OF 02
DATE:
04/24/03
PROJECT:
MH -03 -150
DRAWN:
CG 5
CHECKED:
SRM
HEATED=
�2Ig5.8�
R _
SLAB:
2
R EV 15 I ON :
07/31/03
05/20/03
07
MEET - NUMBER
-'l"! -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
fiRM. WE ARE NOT OUALlF1ED NOR ARE WE LICENSED TO DESIGN 0214!1 STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFE5510NAL 8
ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING s
AND FOUNDATION. SNOULU i4 ENGINEER'S SEAL BE PRESENT ON .THE �1
LRAWING, THEN THE ENGINEER OF RECORD' SHALL BEAR THE SOLE 6
F.E5PONSIBILIT7 FOR T14E STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR
ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN.
''SHEET 02 OF 02
tr r .• r - . r
150.55 N 45*2,2
- 67
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. � r � �, � , � ♦ �" , 1 , r .r �' .'�' • y_F •'• � 1 '* �i1 � '.� .i • e � • ti �•� -�+ �..`, f � -v,+ �T.` 1 '. � �� '���' �`%�i,. i «.���J \ {' • +b t'
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♦ ♦ � .; .� f /'- ;;,..� ` �' 1 1 �' `,f t �+� . �. �.� � ;jt` r�� �► � �.:�yY 't� =��/ ` /1`
' "�' ?�! 1� '!v ` is .+ • wi r l�•If` rw4 r '��,�" ,•F 1 - !, � �`' j �. �. �� b r' ,r /, ,. /! � `` I//
rj " X 7 vr , j., y t a a . i ••� w F: 1{ ii` T/ d �, `.
J 6 i '°6•r 'q t'1 a ra j ••
14 f
� e
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I 01%w AMMAL
�!i
OWN-
AM
I I �lil1 � III ,
y% =,,,� ''%/ � 'i/ �. ►`' r id �� i/ • � ;
t ,
:Ado
k 41
r
# • +� /
Al
fob
� 'rte . . � , •��i• �
1
+
3
gym.
0 GALLONS PER MINUTE
AVERAGE=
v
v
MAXIMUMS
32 GALLONS PER MINUTE
z
3 �
i
< I GALLONS PER MINUTE
to
I LO
15,360 GALLONS PER DAY
. IRRIGATION: MINIMUM:
3
�w
z
MAXIMUMS
a_
cz.
Id
I " ' ' '
CO �
o�
:K CL
N
W
J co
m
Im
o
N
Z
Lo
3 �
I
3 Iz
Lu
CL
C4
J
' 4�yy
F m,
O
D
D
O
NOT U118
TY
INFORMATION
CITY OF: LEcojr= aT,4TlM �c:
FZE= Qu I To
i
mug C�1.1ANTiTY
15.0' BUFFER '.
a MIN RED OAK TREE
i -
CALIPER eQuercusVamardil)
5
C�►NOPY (NEW)
t � •'
5 GAL 514RUS
(Wm Lied blow")
(NEW)
REWIRED NO. OF CANOPY TREES
105.50 TOTAL LINEAR FEET
105.50FT / 25 FT sw 4.22
4.2 • 5 GANGI"
REQUIRED NO. OF SHRUBS&
105.50 TOTAL LINEAR FEET
105.7FT / 3FT • 35.17
�ls. •
OWNER/DEVELOPER, MAR101 T NOME5, INC.
LARRY MARIO!
20q ROCK PRARI E
COLLEGE STATION, TEXAS 77845
(417q) 6416 -1787
BLO K D
ZONED C -
NOW OR FORMERLY
22(o 5. W . PARKWAY ENTERPR15E5
' EXISTING PARKING
r
+ ,
e
REFERENCE= NONE SCALE= I'•10' -0" NORTH
#4 BAR CONT.
#3 BARS it 12 O.C.E.W.
- {� a ,r► , .
2 CLEAR WIDTH
#3 BARS 0 5 O.G.
� ' S te.�.t• �. ` T S .. ... ', /'` r ,F '..�' • , •� } � F T4. s � •• ,it �� � r • :{ 1 .� ti d._ •. • ��t, a • i rs, 1, • a , '.,, t .. 1 i
d .
* * i,' �i •� �,., ri` r;�. „ .4 ♦� ' 4'� i
t y�4, .F4' � s/ di, n t,• ,� - ' � • j ..�;��� 4. �' � , I � i ,, �� F ,� r ,Jf 4• .•j"� .. �.' „
� F i, } �C '�'+j" '" ' "r � -''lam '•". �
R • -1[
6' COMPACTED SU13GRADE 6" LIME STABILIZED
p`
5UBGRADE 0 7%
(EXTEND I' BEYOND CURB)
C ON
co R -
1
UT NT
{ REFERENCE= 011W-1.1 SCALE= I wI (r REFEREN CE. 01 /°SP I.I SCALE= I I 0
WATER t SEWER DEMANDS
WATER QEMAND MINIMUM:
0 GALLONS PER MINUTE
AVERAGE=
< I GALLONS PER MINUTE
MAXIMUMS
32 GALLONS PER MINUTE
SEWER DEMAND: MINIMUM=
O GALLONS PER MINUTE
AVERAGE=
< I GALLONS PER MINUTE
MAXIMUf'1t
15,360 GALLONS PER DAY
. IRRIGATION: MINIMUM:
O GALLONS PER MINUTE
AVERAGE•
< I GALLONS PER MINUTE
MAXIMUMS
15 GALLONS PER MINUTE
CITY
N
w
PROJECT:
t" iH -05-150
DRAM N :
CG5 .
CHECKED:
QC
HEATED:
2 84
SLAB:
Z
CO
07
+
U
oQ
a
C)z
?
CO �
o�
:K CL
N
O
Z3
x
w
N
o Sao
N
RED OAK TREE
(Qwcus shunrtard)l)
N
75
CITY
PROJECT:
t" iH -05-150
DRAM N :
CG5 .
CHECKED:
5RM'
HEATED:
2 84
SLAB:
2 1 255.80
R EV 15I ON :
07
+
08/2Q/0�
LOT 80 (BUILDING)
-
o Sao
1.5' TO 2'
CALIPER
RED OAK TREE
(Qwcus shunrtard)l)
75
• a� °�0�'d
CANOPY
(N EW)
4 00
r •
r;
1.25" CALIPER
TREE CREPE MYRTLE
24 U
AND LARGER
(L )
la kid k.�a
(NONe- CANOPY)
(NEW)
f`
5 GAL
SHRUB
Ww Leaf - i
( L Qustru�rr� )
20
200
•
(NZW
LOT 8E (PLAYGROUND
;
0, �
/
o `e.o�
1.5' TO 2
CALIPER
RED OAK TREE
(Qucr'cus shun ric rdil)
2
75
150
q1Z 7v � '
Q•
O
CANOPY
(NEW)
Q �
1.25" CALIPER TREE CREPE MYRTLE 5 40 200
AND LARGER (Lawatrawniv kndica)
(NON-CANOPY) (NEW)
5 GAL SHRUB 7
W Leaf Li ustrum ) I Ip 170
( Wm
(NEVI)
REQUIRED LOT 8D P0INT51.
6 SQUARE FFIEET OF 51TE AREA
8 863.7 / 1, 000 • 8.88 '
8.88 x 30 • 2".4 v 270 POINTS
s
REQUIRED LOT 8E POINTS&
7 1 024.41 SQUARE FEET OF 51TE AREA
7 q / I, 000 • 7,02 LOT 8D TOTAL POINTS P D= 51
7.02 x 30 . 210.E - zzo POINTS � 5
LOT 8E TOTAL POINTS PRCaP+05ED: 520
TOTAL WS RAW i 000 • TOTAL WS I tab
PARKING REQUIREMENTS FOR OFFICE BUILDING:
(I SPACE / 250.0 SO. FT.) x 2, Ig5.8 5Q. FT. • 6.78 SPACES
TO?AL SPA R501 11 GPACJ 10
REVIEWED FOR
unumTm COMPLIANCE
�, AUG E 120
�MY�EN�EIt D, Ay��
w ab �i� COLLEGE ST N
W�lz p , �:��`.. ENGINEERING _%vllllmllw*
�•T�
�Tabt sl� � .'�-'
i' 9 +P .
OF
JOINT
REFERENGES 01 /5P -I.I
ONTR CT ION
TOOL V RAD. ALONG
3/4" EXPANSION JOINT
MATERIAL AS 5PEC'D.
ALL EDGES
SMOOT14 BAR DOWEL V x18" 0
Ih' O.C. (DOWEL TO B OILED
W/ STD. NO. 40 SAE GRADE)
GOI'1PAGTF.D 5U6GRADE '
pil xl= N5 ION
JOINT
SCALE: I "w1' -0' REFERENCE= 01 /5P -1.1
JOINT SEALER
AS 5PEC D.
EXPANSION CAP- IN51DE DIA.
TO BE 16 GREATER THAN
DIA. OF DOWEL 4 EXTEND
I/2 LENGTH OF DOWEL
PAVEMENT DETAIL
REINF, AS PER GONG.
18
ST.
--+r- WATER LINE WATER METER
M17
---�- GA5 LINE
i ` IRRIGATION P7FwTF.FZ
-s- SEWER LINE �
-E- ELECTRIC LINE 110011 FIRE HYDRANT
--f- GNAW LINK FENCE LINE ELECTRIC METER
GENEl"Ll NOTES
01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF+ G.O.
02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PR
VACUUM BREAKER OR REDUCED PRESSURE BACK FLOW DEVICE
AND INSTALLED AS, PER CITY ORDINANCE 2384.
03 BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION
AS PER CITE' ORDINANCE 23
04 SHRUBS ALONG FRONT OF LOT MUST BE 3' NIGH FOR 5GR,EENING
PURP05E5.
06 ACCDRDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZO5
COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS
4804100144 C t 4804100182 C, EFFECTIVE JULY 2 1 T1115
PROPERTY 15 NOT LOCATED IN A 100 FLOOD HAZARD AREA.
06 ALL DISTURBED EARTH MUST BE IOO'X COVERED WITH
ESTABLISHED GRA55 OR GROUND COVER PRIOR TO C.O.)
07 THE CONTRACTOR TO PERFORM A ONE TIME CLEAN UP OF THE
DRAINAGE EASEMENT THROUGH LOT
STORM WATER RUN -OFF. !won tilwN A S w.Mft .. ...
LOT: SD / SE AUG E E 2003sh
BLOCK: D c OUErESTATION
SUBDIVISION:
ASHFORD SOAUR
COLLEGE STATION, TEXAS
BRAZOS COUNTY
M -M DE51GN 15 NOT AN ENGINEERING FIRM NOR AN ARC141TECTURAL
F RM. WE ARE NOT QUALIFIED NOR ARE CIE LICENSED TO DESIGN
STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROPE55IONAL
E'14GINEER 5NOULD BE CONSULTED REGARDING STRUCTURAL FRAMING
AND FOUNDATION. SHOULD A ENGINEERS SEAL BE PRESENT ' ON THE
DRAWING, THEN THE ENGINEER OF RECORD" SHALL. BEAR THE 501.E
RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL
NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN ANC) /OR
A!VY PROBLEM5 TWAT MAY AR15E REGARDING THE DESIGN.
DATE:
04/2,4/03
PROJECT:
t" iH -05-150
DRAM N :
CG5 .
CHECKED:
5RM'
HEATED:
2 84
SLAB:
2 1 255.80
R EV 15I ON :
07
08/2Q/0�
SHEET NUMBER
•
EET 01 OIL' 02
COMPACTED 5U8GRADE
ZONED R -7
NOW OR FORMERLY
ALLEN R. SWOBODA
MANUFACTURED NOME
PARK
PROPERTY LINE
L= 11.44'
5 44 °58' 10" W
6.0' PRIVACY
MASONRY WALL
PROPERTY LINE:
L= 35.0(0'
S 45 °05'14" W
t'
1�
l
• _S -
! .A
R S
i �
f_
� i !
i
PROVIDE
ZONED C —I 0XIT
CONTRACTOR TO
UNDERGROUN PVC E P PEICA �j DEEP)
ELECTRIC
SERVICE
ENTRANCE
WATER PROPOSED
LINE I WATER METER = ��
??� I ENTRANCE ' , t
AC PAD _ N 45 °2 W
150.55
P OP ER�Yo �- S
w
E I PR ED j
u LL_
°• G r I I RR T
� TI ON
< a M ER
E �z� >�I
�- 7.5 B U V.
_,� Wfl", 17 __ F E
:R .f't +A � - ` h s •>i� 1 ` �W ��
ANES
K 2
co
22
18 -0 Z
Lu vj
W
N �" :� t}f �'.si 'Z'r i j� *•'� i � 1�' ;::� -, � �" .!� � . ; i � �' r ��- - - 1 1�, � 1' �^ � O �
N+• . . .^
y ,
�� st. !irk �i 'T � t � a "' !". ,- , Y• I
^t
e
,1
f e
�.t^ 4 • .�. • + � �,7 .- ;G "3c. � 1, - , ,� i ,
Vt?
Lu
IL
!,j� , ,�i. � x. a .f ♦s w - - a ^31,3_ :1?
Z Z
O �!15 /r'._. Y _ 1 , f� •ZS . � - � t Y 4 . �° I Y i
OL
�, HANDRAIL
Ar
1 _1
4
ti
EXISTING
z �y i `> V CONCRETE ,.
_
- p Y 1 W 0
{..1 c :_ 4 � •�s' ► is ?4 W �� r J ' \ ' i
wo R► 1 �1. J im
aE 1
� �4 br• N' � - � f 'a - ` i w. � +'» R r , c .. �11. J. _ ,r °0, � �,�,,`yy �` � � � W +
_3 f 1 P. e • t, e,` 'J�,. �'. Y - '}j."' .it '', l "1 .�`r1 I
y
r
NTED
RA _
TOP _ •-_ - _
d c
Z
w
O ., .s. �'.�:rxr:i � �.1, �„r ;./`. EL��M 1����`�. ,y. r >i.T_ 3' •'�w�i + -J,'. � i `r► - � 1 � ,
CL 7.
-. ►
tL -` t (�
FF
TRASH 7.5 B U I L_ D I N G L l Z ff
2% S .COPE
q I N 45 2 4w _ Lo
DPERTY LINE. i SU. —
i Q z;
^ COLORED AND
Q
TEXTURED w Z Lu
CON
CRETE
211-50
i !
4�& 79 co
Ci
DINGo L_IN•�
7.5 UI B Q k
a D
a , -
7q _&O
Z
r� r I N
y w rI1NtP'4111"1 SLOPE i
ANY DIRECTION
r Q NOT TO EXCEED 2%
z l ,
w Cl— , O
Q Q
co I; Lq
CL
441*1
4j Lu
Q I
`�
I
Q 6- i
JAUL >
IN LINE w
7 BUI D G
CL
F F F
�.i — . '"^ - •-� _� �� ^ ,;°
y� o L •�•
Fi
sm
-- -- - �' S 4 2 2 ,
— " I NE 1 51.2
PROPER
' �- I
,
I
i
� 1
I
4 �
i
,
I ; � EXISTING
t ► ,
FIRE HYDRANT
FH
A
_ 1 1 tIED
I.
!
C3
OCK D
i
ZONED - t +'
I
NON OR FORMERLY
PARK NT ERPR I S ' .a•
WAY E IEI:ER
S.W.
I,
it
W)T
it EXISTING PARKING
1
REFERENCE NONE
SCALE I "= 10' -0" NORTH
.+ A a A o r• nNT
co C T CU 5
ND GU T
REFERENCE: 01 /5P -1.1 SCALES I"= V-0"
#3 BARS @ 12" O . C . E . W .
2 CLEAR W1DT"
UTM TAP
�# (SIZE
4 If SAN ffARY SEWER
3 it M'ESTIC
mom
ow wAT�ER
�
WATE R /IRRIGA
v
•
C
TOOL y RAD . ALONG
ALL EDGES I Y " DEEP
REINF, AS PER CONC.
PAVEMENT DETAIL
O
I i I i �-
!� I
���� w••�
I
V-1 I I I
I
-I I
I I I ii �. r I•
I III
I III r �•
II I =1 I
G" LIME ST, kB
ILIZED
(o " COMPACTED SUBGRADE SUBGRADE � 7%
' j3EYOND CURB)
( EXTEND I
REINS. GONG RETE
�3 PAVEMENT
REFERENCE- 01 /SP -I i SCALE: 1 " =1' -U"
COMPACTED SUBGRADE
CONT X�
JOINT
REFERENCE 01 /SP -1.1 SGALE:
,101N7 SEALER
AS SPEC'D.
EXPANSION GAP - INSIDE DIA.
TO BE 4" GREATER THAN
DIA. OF DOWEL 4 EXTEND
I12 LENGTH OF DOWEL
GOI'9PAC , ED SUBGRADE -�
Xf= N6 I ON
JOII�I�'
REFERENCE: 01 /5P -1.1
N CONTRACTOR TO PERFORM A ONE T CLEAN UP OF THE
7 THE
DRAINAGE E ASEMENT THROUGH LOT q (OFF SITE) TO ALLOW
STORM WATER RUN -OFF.
S I
COMPL AN CE
/ 8 E 2 & D � OT: A � 2
D 3LOCK STATION
�UBD
IV 1SIO �-
ASHFORD z:;7 T"�
ST COLLEGE E TEXAS
BRAZOS
COUNTY
i`,t .. :'Y�r;. .t, s..x •tleu..,a?z: dS. w,nc:lti! sc.._ ^...... _._ 0 s.•4:ku.,r- '?...`_ ". x :it.+a.. iutu
v• •y
OT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
T QUALIFIED NOR ARE WE LICENSED TO DESIGN
-I"1 DESIGN IS �!O FOU NDATIONS. A LICENSED PROFESSIONAL
1Rr1. WE ARE ?�AP11NG OR �`� .
TRUCTURAL F.D BE CONSULTED REGAR DING STRUCTURAL FRAP''IiNG PRESENT ON THE
WEER 5H 5HOULD A ENGINEER 5 SEAL BE E
NG �"-�l, M SHALL SEAR THE SOI.
ND FouNDATI� n OF RECORD ILL
NG
THE TIDE E NGINEER E51GN. m` M DESIGN W
ESP IT`S FOR THE STRUCTURAL D AL DESIGN AND
ESPON51'BIL 5PON51BLE FOR THE S`T'RUCTUR
OT BE WELD RE REGARDING THE DESIGN.
NY PROBLEMS THAT MAY AR15E• ,r m
_ R . _
PAVEMENT DETAIL
REINF. AS PER CONC
SCALE: I "= I' -0 0
11'
DATE:
R EV iE F 0
PROJECT:
COM PLIANCE
�=
AUG 2, 1 200 ,
}
5•..
SRM
r
• l ,
• ��`
Col S
.
I
REVISION:
07/31 /03
+�
TOOL '/� RAD. ALONG
/4" EXPANSION JOINT
MATERIAL AS SPEC'D.
ALL EDGES
SMOOTH BAR DOWEL % "Xlb �
IS" O.G. ( DOWEL TO BE OILED
L
W/ STD. NO. 40 SAE GRADE)
CONT X�
JOINT
REFERENCE 01 /SP -1.1 SGALE:
,101N7 SEALER
AS SPEC'D.
EXPANSION GAP - INSIDE DIA.
TO BE 4" GREATER THAN
DIA. OF DOWEL 4 EXTEND
I12 LENGTH OF DOWEL
GOI'9PAC , ED SUBGRADE -�
Xf= N6 I ON
JOII�I�'
REFERENCE: 01 /5P -1.1
N CONTRACTOR TO PERFORM A ONE T CLEAN UP OF THE
7 THE
DRAINAGE E ASEMENT THROUGH LOT q (OFF SITE) TO ALLOW
STORM WATER RUN -OFF.
S I
COMPL AN CE
/ 8 E 2 & D � OT: A � 2
D 3LOCK STATION
�UBD
IV 1SIO �-
ASHFORD z:;7 T"�
ST COLLEGE E TEXAS
BRAZOS
COUNTY
i`,t .. :'Y�r;. .t, s..x •tleu..,a?z: dS. w,nc:lti! sc.._ ^...... _._ 0 s.•4:ku.,r- '?...`_ ". x :it.+a.. iutu
v• •y
OT AN ENGINEERING FIRM NOR AN ARCHITECTURAL
T QUALIFIED NOR ARE WE LICENSED TO DESIGN
-I"1 DESIGN IS �!O FOU NDATIONS. A LICENSED PROFESSIONAL
1Rr1. WE ARE ?�AP11NG OR �`� .
TRUCTURAL F.D BE CONSULTED REGAR DING STRUCTURAL FRAP''IiNG PRESENT ON THE
WEER 5H 5HOULD A ENGINEER 5 SEAL BE E
NG �"-�l, M SHALL SEAR THE SOI.
ND FouNDATI� n OF RECORD ILL
NG
THE TIDE E NGINEER E51GN. m` M DESIGN W
ESP IT`S FOR THE STRUCTURAL D AL DESIGN AND
ESPON51'BIL 5PON51BLE FOR THE S`T'RUCTUR
OT BE WELD RE REGARDING THE DESIGN.
NY PROBLEMS THAT MAY AR15E• ,r m
_ R . _
PAVEMENT DETAIL
REINF. AS PER CONC
SCALE: I "= I' -0 0
11'
DATE:
04/24/03
PROJECT:
NH-03-150
DRAWN:
CGS
CHECKED:
SRM
HEATED:
2, 1%-50
SLAB:
2
REVISION:
07/31 /03
05/20/03
SHEET NUMBER
•
SHEET 01 OF 02
AL
MA
x =-I
owl
PF
if
0
jr,
pow
'
COMPLIANC
NOV 2 4 2003
COL S TATION
I I j Me.
Lo,
10
M� Q I
LU
CO
ft
7.5' BU I V,
LU
U.
uj
flev
Vol
Lo
-751 qE3u' I D I NC LIN
Nm— —mow
0,
0
jr,
pow
'
COMPLIANC
NOV 2 4 2003
COL S TATION
I I j Me.
Lo,
10
M� Q I
LU
CO
ft