HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET
X= 10199085.26 Y= 3553649.78 Elev= 317.13
N
N
95
5 S
05
to Ia
sl BUILDING
K
Interior Parking Spaces
aces
North Section 11
North Section 2
South Section
414
380
Interior Area Provided (ft)
North Section 1
North Secion 2
South Section
35
61
105
20 `
483
322
37
483
322
36
321
87
150
127
70
150
291
483
56
483
483
150
483
645
150
149
144
191
41
51
41
345
321
40
20
330
142
321
50
40
180
35
41
114
321
29
10
321
20
44
79
321
16
321
0
98
321
150
23
483
321
65
50
82
12
60
50
0
645
35
50
321
250
41
340
48
24
60
5
16
483
50
321
50
321
321
275
�
244
L
25
�
1» 150.
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TX. FLRM F-1443
3204 EARL R DDER FWY. S.
COLLEGE STATII N, TX 77845
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PLAN & DESIGNt SPECIALISTS IN
CIVIL' ENGINEERING * HYDRAULICS
HYDROLOGY . UTILITIES * STREETS
u
SITE PLANS + SUBDIVISIONS
I
www.mitchellardmorgan.com
II Firm F-1443
2/16/15
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VERONICA J B. MORGAN
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<C:ARCHITECTURE DEMAREST, L.P.
ALL RIGHTS' RESERVED
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BENCHMARK.- :SQUARE CUT O 'STORM DRAIN INLET
PROJECT BENC Q . N . N
1 Y= 3553649.78 Elev 317.13
X 10 99085.26
GENERAL CONSTRUCTION NOTES: :.
>'
PARKING CALCULATIONS
S
i responsibility of the Contractor ao verif :the exact :location :of ALL existing Under round :utilities.. Furthermore, -
1. It sha I be the
he Contract r shall :II utdit
_ _ ._ _...t o o
__ 9
Y 9_...
y
in :advance. of. nn excava ion.
SITE PLAN NOTES:
aom an representatives a minimum of 48 hours... .._. t. .
Y In
P Y PPack. 9
_- 1. .Nome of Project.,act CRED Apartment nent CommunitY
# of Total Raba ._
2 Le at Descri tion: lot 1 -Bloc t The Cotto as of Colla a Stafon Phi
a. Contact Di Tess C� 1-800-344-8377
9 Tess;
Dig
9. .. P a .. .:, _ 9 9 i
Address .of. roe .:2365 'Market :Street
b Contact Dan Au sbur e. r 0 Suddenlink :595-2429
3. Owner: :Crystal Real Estate Development,.:LLC
21-475
Contact :Richard Wallacealiace 8Verzon 2
15151 Surveyoror Road'
Suite Ac.
d.. Contact Sam 'Waldo ®CSU. Electrical 764-6255
Addison Texas:. 7,4001
"-
972.934 2525
P. Contact :Butch. Willis ® CSU ::Water -Wastewater 764-3660
_... ..
- •
4: Engineer Mitchell &Mor on L.L.P.
is _
. - Contact Luis Cisneros � Atmos: Gas (Gas). 4627
f. ( ) .
F1YY
3204 Earl Rudder . S
g. Contact Greg Bu,rkholter0 BTU 204-2802
College Station- e.. 7 845.
9 Texas 7
{ 979) 260-6963.
.
2
5. .Architect: Architecture Oemares t
n shall be accordance :with. the: current Cit of Colla.Staton.. C.S :Standard. S eci icdto, for r 5
Ail construction. treat Constru:ction BCS Unifie-8 Technical ai
2320-Voldina St-.
S ecif cat s Water and :Sewer and Generals 2012 and BGSUn Desi n Details:. All ins action shallbe performed b the.staff of the Ci tY Engineer of C.S.il
. 1 - -
Dollos' Texas 752 07
(214) 748-6655
construction shall be coordinated withthe City : f C.S: City Engineer.
6. Zoning: PDD
.a
3. In :lieu of using the construction :materials als rnd.woted m these. Ions -the shall obtain wntten approval from -the City :Engineerm er for anYsubst tut n prior to
7. Existing Use: Vacant
: '.
T
r e ould to I de: rodua mfor otic -and an en sneers seal where. a hcable. he con
Construction.. Requests for chan s sh c u t m n tractor shall be financwll responsible for the
q 9 RR.. Y .. P ..
_._
Pro Use: i -Fa .I
Proposed Us . ty i
M m
P Y
.. ... ..
8. SetbaCke: Per Cit of College Station Ordinances
en ineer s time spent reviewing chan es. and redesigning b.a_sed on. controato_rs requests.
9 e Ar
St em i 32.488 acres
1
4 i hall maccordance.wt h '0 S.H.A.Standard 29 CFR Part .1926 Sub art P' and al fe
Safety
Trench Safe Requirements cements s be t FR decal state and local :regulations.
_P... ... 9 '
0. 'Water Demands: table n i h
1 o this shoot,
_..
..q. _
:. •.
5. TRENCHING AND BACKFILLING: All trenchm .and backfilling shall conform :to the s ecifications set out harem. Testing hall be provided b a certified laboratory, at
9 9 P Y ry
_ .
Sanitary Demands: Se to'this
ry e ble nn sheet
r h 1 o f t
the Owner's expense, to .van .these standards.. An :retestin -due to substandard wo k s o I be a the: ex ansa he
x t Contractor... Structural -areas shall include oil
12. A TIA has been prepared .for this site.
P P
,.:
13: Water .Meter .Sizes. .See table on the sheet.
sidewalks and shall extend 5' beyond the :curb lines of all streets alleys :and parking areas.
:
It is the ..responsibility of. the contractor to comply with all. State and Federal Regula. tions re ord.n..g construction activities _near ener ized overhead power lines.
A PORTION OF THIS PROPERTY 0
.L IE WITHIN A DESIGNATED FLOOD PLAIN AREA ZONE6.
• . - -• -
Additional) the _contractor shall coordinate all proposed work and procedures. with the Cit of C:S. Electrical Division.
_ ATI
A NO BASE FLOOD ELEVATIONS i ACCORDING T ti I MAP
ONS DETERM NED CCORD NG 0 THE F..R.M. S
COMMUNITY PANEL No: 48041 F APRIL 4
C0305 DATED A R L 02 201 .
7. All materials & :labor not identified as a Se orate. Bid Item. shall be considered subsidiary to the item in which it is . used. All :materials :and equipment shall be both
P. _ ry ... .. .. _._...
NAME
furnished and installed unless otherwise noted:
D t @
8. The Contractor must provide construction stakin from the information rovide _on these . : lans
n _
-
9: All :soil exposed. b :construction. shall receive cellulose fibermu ch seeding.
SiTE 1]ENSRY
DWELLING UNITS -432
10.. Trenches maY.b'e left open overnight if properly barricaded:
DENSiTY-432 3249 ACRE
1L Adjustment of Water :Meters, Valves :Manholes. Irrigation S stems and -an other Public or Private Utile etc.. ore
Mnot se orate. a items: The Price of the.
JY Y tY P pay ..
1329 UNITS ACRE
"ad`ustment shall be subsidiato�the constructionaf Sewer Line Force Main .:eta :�
J ry _. _.. .........
SQUARE FOOTAGE
12. he contractor shall. coordinate with Suddenlin Communications CSU BTU :and Veiizo to :adjust the location :of : x` "' • f
T k n existing facilities rfnecessa
_ ... - .....
GROSS SQUARE FiDOTAIGE 388.819 SF
13. The. contractor is responsible for traffic. control in accordance with TMUTCD. This is :not :a. se orate. a. item.
P.. .. P.. ... pay
MULTI -FAMILY 35473b
.. SF .
14.. Temporary soil. areas will. be identified on Site :b owner.-'
P ...ry P._ .. .. _ .. Y _
CLUB HOU.. LNG .
OFFICE. 13 SF
-- .. .�� <
5. All :roof nground-.mounted mechan ca_l. equipmentu_ m
erit shall be screened from view, or isolated so os not to be. visible from. an . public n ht -of- aY or residentialidentialY :
82 122
Screening Shall e o aced with the buddm architecture and scale to
district 'within 150' of :the :subject lot measured from a oint five feet above rade Such creenin all b _co coordinated
J P 9 9 9
:
:BUILDING LEGEND
SQ. FT.
HEIGHT
BUILDING TYPE i
_.: N
82
At At
82
17413
f
1 a
40 -1
1
'9M
Al N
(
_
2
BUILDING TYPE II
82
et
111 at
92
�� �
20 950
r
41i - gii
m el
BUILDING TYPE _III
12
:1. 5
38
17 097
i
40 -11 ..511
- -
to m.
BUILDING TYPE IV
a
At At
At Al
W
0/ 62
28,101
42 - 6,5
B2
81 Bt
82
12
.APARTMENT
BUILDING
NAME
HANDICAP
D t @
TYPE
-
ROOM..
24
B281
Bt
82
D
BT 2
B1 12
2
24
;25
CLUBHOUSE
T Cal
o
4 900
48'_1011
main sin a unified appparance. :
16.. . Exterior Buildingand site lighting will meet the standards of Section 7.19 of the Unified Develo ment Ordinance. a :light source shall of project below an opaque
-- - - -
Th n t w
9 9. P.- _ 9... _ P J _
__... xure shallhousin9 and nofidirectly project light horizontally.. .
Fixtures :wail be. mount_e.d. in such: a :manner that the ProJected con_e. of light.does not cross .any property line.
provide orlon lot sParkin9.R_e u_i
red99217 Contractor shall tn m in accordance with. thela out shown on these lan:
18. All storm sewer being constructed :with this :site la is private.
1dimensions.r n h
9. All are to the back of curb unless:otherwise :noted.
20. Contractor. shall coordinate with BTU to :adjust : u ' wires as :shown.. Expense of relocation :of guy s b
_wire owner.
21. Contractor :shall coordinate with BTU location :of all :new: ower poles to beset.,Expense, of : ii w r
E e a new owe cies by BTU:
22. Contractor is :responsible for cost :of all electrical
_._. ,. conduit. -for' :CSU .s..e.rvice area.
23 Contractor :is responsible.for cost installation of all. secondary conduit in. BTU
service ternto o. BTU will provide:electrical conduit r all primary rycondu.
t
Parkin Provided = 1004 1phis22 HC _ ace 4= 1026
..
;Total HC Re iced. Per _ 0
SN P Tabic 2 Section 4.1.2 ofT.AS . 20 plus 1 foceaih 100: o4er100
Total HC Required = 21
HC Parking, Provided = 22
WATER AND SEWER DEMANDS
Bldg damBid .T Y1e TYRa 1afUrfts;8drmlUnit Bedroams:.Re uired;Re ulred
a
A
PT8
�F
Al 42 ;
1
12
-1_...
1
'9M
FIRE HYDRANT
(
82 12
2
24
4;25
30
Zi
B
BT
Al 12
1
12
:1. 5
38
Avg .Av9
GAS SERVICE LINE
El
-.
132 12
2
24
,
1:25
36
-PVC TELECOM-
C
BT 17
Al 12..,
1
12
il5
18
D t @
x -
82 12
2
24
1:25
30'
Line .,Tire Line Line
D
BT 2
B1 12
2
24
;25
3D
T Cal
o
Demand Demand
Demand Fixture
82 122
Demand; Meter
24
125
.30
Bid .Name Bid :T
E
BT I
Al 12
1
12
1:5.
48:
m
o �Co1
Size er:MEP .
B2 12
2
24
1. 6
25
30
F
S TI
AlAi 12
1
47
1.5
.
I
--..
62 12
2
24
4.35
3a
1200',!
Q
i 6T 2
Bi '402
B 2
s :20
1:25
25
2400 ... 2 50
iD.O@'
BI ANSI
2 .. 2 ..
d:
1.5r
6, _
B2 12
2
2d
1:25
30
H:
ST
Al8
1 2
i
4
1 ?
1l5
BZ 12
2
24
4.25
30.
B T2
B4 2
2
24
-1. 5
3 0
200
:50®i
82 12
2
:24
1.35
30.
J
ST4
Al 12
1
1215
1 9
82
12
2
B1 10>
2
20
1.25
25
81 ANSI
2 2
4
1.5:
s
2d00;1.
B2 12
2
24
9:25 :
30
K
B T 3:.
Dl 12
4
49
,4:
49
2
L
B T I?
Ai 12
1
1
1:5
1$
Al
+ 12
1
B212
2
24
1 25
30
tvt
BT I
A 1 12
:.
1
1 ?
1.5�
18
1200:.:
_
B2 12
2 :
24
1.25
30
2400 i 2 5D
10.0@.
BTI TI
Ai 12
1
42
4;5
18
B 2 1 2
2
2 9
4 25
36
0
BTI1.5
Al 12
1
12
19
B2 -12
2
24
1,25
30.
:TOTAL
P
BT 2
B1 12
2
24
1.25
30
82 12:
2
2d
1.25
30,
0
BTIAl1
4. 12
1
1?
-1:5
_
12
_.
B2 12
2
2d
1.25
30
R
BT 3
01 12
4
48
1 1;
48
Di -12:
4
48
1.:
48
.! TOTAL =; 400 -
432
, 231
792
17 Z5
992
main sin a unified appparance. :
16.. . Exterior Buildingand site lighting will meet the standards of Section 7.19 of the Unified Develo ment Ordinance. a :light source shall of project below an opaque
-- - - -
Th n t w
9 9. P.- _ 9... _ P J _
__... xure shallhousin9 and nofidirectly project light horizontally.. .
Fixtures :wail be. mount_e.d. in such: a :manner that the ProJected con_e. of light.does not cross .any property line.
provide orlon lot sParkin9.R_e u_i
red99217 Contractor shall tn m in accordance with. thela out shown on these lan:
18. All storm sewer being constructed :with this :site la is private.
1dimensions.r n h
9. All are to the back of curb unless:otherwise :noted.
20. Contractor. shall coordinate with BTU to :adjust : u ' wires as :shown.. Expense of relocation :of guy s b
_wire owner.
21. Contractor :shall coordinate with BTU location :of all :new: ower poles to beset.,Expense, of : ii w r
E e a new owe cies by BTU:
22. Contractor is :responsible for cost :of all electrical
_._. ,. conduit. -for' :CSU .s..e.rvice area.
23 Contractor :is responsible.for cost installation of all. secondary conduit in. BTU
service ternto o. BTU will provide:electrical conduit r all primary rycondu.
t
Parkin Provided = 1004 1phis22 HC _ ace 4= 1026
..
;Total HC Re iced. Per _ 0
SN P Tabic 2 Section 4.1.2 ofT.AS . 20 plus 1 foceaih 100: o4er100
Total HC Required = 21
HC Parking, Provided = 22
WATER AND SEWER DEMANDS
LEGEND
a
WATERLINE
{-
`WATER SERVICE LINE
8 -Mc-
REMOTE 6" FDC
-1_...
WATER METER
'9M
FIRE HYDRANT
(
:SANITARY SEWER SERVICE LINE
El
EX. I
Il
Sewer
Zi
CURB INLET
CONCRETE : I
I`1n
-PVC EC-
ml,__:
{
DRIVE 9j
Avg .Av9
GAS SERVICE LINE
El
FU:Water
El
FU Pk
Water
-PVC TELECOM-
Servic
e
Av 9
C3
COMMUNICATION PULL .BOX
CURB
D t @
x -
a a r
W ter W to
Pk Watef Water. :Demand
FIRE LANE
Water
::Water
Line .,Tire Line Line
Se' i
We _..
tl E-
PUBLIC UTILITY/ACCESS
LANE
---12 ----
#. of
T Cal
o
Demand Demand
Demand Fixture
Av
g
Demand; Meter
Size in Size in Fixture Size in
{ ) { ) ( )
Demarid
EXISTING CURB
Bid .Name Bid :T
a ;UnifT
of UnitsBdrmlUnit
iBedrooms.
d m :A
'�� rUnits
m __
.
m
m
o �Co1
Size er:MEP .
erfulEP: (Units per
d' :=
i
I
D
L
A
T 1
. B :
Al
12
1
12
s 120A ........ i 25 .........
5.0@
I
1200',!
B 2
12
i 2
24
2400 ... 2 50
iD.O@'
2400i:i
TAL '3 75
300
B
BTI
Al
''12
1
12
200
:50®i
1200;:1
82
12
2
24
[ 2d00 .;-...250
1D_0@
.:;;
-.
2d00;1.
231
1 :75
7.
7 1
7.5
2
'TOTAL
C
BT'1
Al
+ 12
1
12
1200
I
1200:.:
!82
1224001:;
2
24
2400 i 2 5D
10.0@.
4
900 ..
6
:TOTAL
240a::
82
12
2
24
2400
Z 5D ...
10.a0
.! TOTAL =; 400 -
20.00'.' ...
, 231
17 Z5
71
lis
2.
. :.-d , ,
360
6
,.TOTAL
E
BT:IAt
2
1
12
120D i 25
S.DD'
B2
12
2
24
2400 .' 2.50
_
....._.
0 L 3 b
94.00.
231
17.75
71
15
2
"4
300
6
'TOTAL
F
BT:I
Al
12
1
12
1200
.; 125
5.0
1300:
62
12
2
242400:.:
240D
:: 2 50
10.00
'
TOTAL
,< 3 75 .
:: 15.D0
231
17.75
71
15
2
":4
300. - 6
; TOTAL
G
BT.2
61
12
2
24
2 4ao 2.5a
r to::n@:
240D 3
-B3
12
2
24
2400 2.5a
10.00;
24A0;:
-.20.-
00
,•. 274
20
BO
2
2
4
360 ..
6
.TOTAL
H
BTI
-Al00;:
A
12
' 1
12
120a 1 25
5.00
82
12
2
242400.-.2400!::
2 5o
10.Da
_231
TOTAL :: 3.74 .,
14.Otl.
�
17.75
..
7j ,.
Y5 ..
2
:4
300
_._
a6:.TOTAL
i
BT.2
'B1
12
2
24
240A
20 5
� 10.0
0
-' 2440::
B2
:12
2
2 4
2 4
DO 2 50
III
0i
2 00'
4
_ _
TOTAL b 00
20.00
274
20
80
..: .. 2
.. _ :2 dd
,36D
6
TOTAL
J
BT:4
Al
12
1
12
L25
Bt
12
2
24
2400 2 5D
10.0 0
24D0:
62
12
2
24
2400 2 0
5
10 00'
2d0D:
<TOTAL fi 25 - .:
, 25.00
967
24.5
96
2
25
4
480
6TOTAL
K .._ :
BT3
D4
12
4
d 8
0
48 D... 5.00_.........
20.00
_..:
_. __.
�:..
TOTAL b00 .,.
20.00
.,.,6
. TOTAL
.:
L _.:..:
T
B I
Al
12
1
72
1200 ..:.::; 125 ..::..
5:49
_....
1200:3
_ _.
B2
122400
2
24
2400 '` 2 5D
10.00.
TOTAL >': 3 7b ,
' . <1b.00 '`
231
1 _75
T
7i
15
2
4
300
6
.TOTAL
M
BT I
At
12
1
1 2
1 200 1 25
.. 5.00:
_
_
.....
1209
82
12
2 ..
_, 24
2400 2.50
10:00
,....
24001:
TOTAL .3.74.
,,.....14.OD
231
97x75
71
k5 2 d
30D .
.. :6
,TOTAL
BTI
Al
12
t
12
1200 :3 25
1
3r. 00-
5
1200:::
62
12
2
24
2d 0
A 2 50
10.00
2400?:
TTA ...?•.
0 L_... 374 .._._
.15.00
239
17.75
71
15
2`
'4
300
6
TOTAL
O
BT
Al
. 12
1
12
1200 4 25
5!00
1200-;
B2
12
2
24
2400 2 50
1D.00'
2404
`
TOTAL . 3.75.' -
i, :')5.00:
: .231,
.1T.7_
71 -
.:" 3 5
4 .. 300
,.6:TOTAL
P
T:
B 2
81
12
2
24
2400 2 50
10 00
2400:
.• ,:
B3
"12
2
24
2400
D0
_
24a0'
...TOTAL,- .. 5.00._.. 20.Otl'
274
i
20
8D
2
.360 ,
..._ , 6
.T ,T.:,:
O AL
BT I
Al
_ _.,
12
1
12
1290! ..... 1.25
0
1200:::
B2
12
2
_.. 24
2400 2 50
10.00:
2400
TOTAL,:; 3.76. _:
.:;.14.00
23
17.75
1z5
300 6
'TOTAL
R
BT 3
D3
12
4
48
4804 5. 00
20.00
480(1:;
L-1 00
TOTA3.
. X20.001
.-:.223
s
360
6TOTAE
S
BT
D1
12
4
A8
4800 5.00
20100'
d8a0"
TOTAL- .5.00 ..
y. ' .20.00: '
" 3
22'
17.6
Z0
15
=2 ....
, <:4
360,
6
,.. L
,TOTAL
Clubhouse:::::::
1.351
5
I
5
20
1
1;5, '4.
300.
;.;.,4
`:1.TOTAL
Com actor#t
1 25'
5
2-5
10
1
1"5
Com 6ciar#2 1.25: 5': 25 10 1 1:5
r.
Maintenance Bid _ 1:25: 51 2:5 10 9 1:5
EXISTING FENCE TO
REMAIN IN PLACE
O
EG a�_�te--- a R "'•...... \ P ...« - a y • a a .` M1 +`y. �<./
2- " PVC e
i
' �a�,� 15a:SIDE tTP,BA�I�
........
_ BULLRING SEf
m' DRAINIe e' a °,a yb< ex° N�
40
i ; '' v 1 M1 ° 4" a a a s « ELECTRICAL
S�OR'M + ♦ ,�o !� .4!► �tfEitlp,Pwlot q.4.} "y i `EA,$Qr1.EN ..',. �`, F i'.�} a .\ Yo.<., a .:
a,t'(5812/288) \
ta 0 + /x a s mV > r ', , . M .. ., - .sg ,, P+•ir`r;� �< t t r t
a23'...=y }° • +®®tea a»ti '{�<� s a a
B
451 PUBLIC +
fit ,
a' > `°s.+x '�i.•w �a45 bs +a ` ti! w n"•-~ - 51 PUBLIC./�
,,D . ,rte ° aAb a < e°.a°- eas a•oe1 rr X35 �� , UTILITY
b ®s�
AREA. �` r �� EASEMENT,'
INUNDATED BY «� re.,® (J504/f0),
o o THE 100=YEAR
`' e° F.`,' }
aa. STORM EVENT EXISTING 30' UTILIT1;
(BEST r•.""a CHANNEL ; a EASEMENT'
®1e.. a (5419�110� 4 \ \ a
18 4+}tom ; AVAILABLE ®,® _ _ . CENTER }\ a�
INEOF2MATIQNa LINE
1, - ».,tl!}'d +t . 1 •• a',_ _ _:�� _ f X
^ ° ° a • �"
> -
EXIS7ING'1 ",£a}'' 1; is a y' t i a' 15' PVBLIC
SEWER'LINE' "* : o, < = a UTIL=ITY >
(CQNSTROCT�D as J ; < } 4 EASEMENT t E as ca
s ! ' �V"' t; * .a ® > e a a (684,9/148 8Ca
ro 11 W/ °F?LAT)a a i9 t x ® EXISTING = 7302/220),
® _ CHANNEL X a \
aaab .` ®� ; CENTER F' 15' SIDE STREET
NSW 8 S1DEINALKa ,p® LINE BUILDING=SETBACK ti \\
b,R x •', :. aV`., + � S'„3}^♦:',��it ea a a a 0 �
a
yg{, �s Z
.ELEO: @baa 'ya ' [°psi r®@®aye a9'a < e s '" iz z..; : `Vuy ..F "•,+' f•J`t`'�'
1 •CONDUIT STOE�M, a° .
3�°3a1�-•;-^-r 3NdlIN . a ®��®'•+®0' � - iaa Q � p �.<b y a°y. Pt �d i�� .. �,yaf ,,':`• >
N. REJAINiNG + rs ; a ,° • , ', try
WQLL�,
is 9
tsxi. i 3 r .p�..q�q�yA . ��__p1yrr}y��yA�
° \ ` .4Y a-.tl.at•- $
.�-. .�^eu s �e a q...' x } +
+° r, _ a_
S� �, ,a � tl": * l�� - s. �a < °p !' �"� 1 x aaXta. t' � }.` �•
PUBLIC
Y-BUILDINGDRAINAGI= ®®ra %, . ,�►® s a!
� � "l °� � >< , a EAS�MEN,T = ,,},: has "a;��® �. O�•- ;� I
9504f58)':.
t'= �� � �' ���'` �_ c�a" ;�• 2..2tia. s a 9 o'«+,t .a'=ez a �' •� -\' is - �d
11:1 Y T ELEC.
N ni : Q'
CONDUIT .$ r. a iJ`� / e
N ' tRF?LAlw
:C Fl E E apCaE zs? �O ?�' V ScalA' I
�ZELEI.M1 c_ ,� �1 inch e0. feet'1
sa ca6�3,JJUIT '• 26'
c. 12-5ta a x
F.H.
15' SIDE
STREET
raM1i4.
C:ONDJIT °,a ;,�?'� �} i i a ' BUILDING
SETBACK
-!IL
EX.
SIDEWALK '
LEGEND
a
WATERLINE
{-
`WATER SERVICE LINE
8 -Mc-
REMOTE 6" FDC
-1_...
WATER METER
'9M
FIRE HYDRANT
(
:SANITARY SEWER SERVICE LINE
El
EX. I
Il
STORM DRAIN
Zi
CURB INLET
CONCRETE : I
I`1n
-PVC EC-
ml,__:
{
DRIVE 9j
E
GAS SERVICE LINE
El
BTU TRANFORMER
El
CoCS TRANSFORMER
:CoCS 3'X5' PULL BOX
-PVC TELECOM-
UNDERGROUND COMMUNICATION
CONDUIT
C3
COMMUNICATION PULL .BOX
CURB
D t @
x -
FENCE
- f11 -- tm--
FIRE LANE
RIGHT OF WAY
••.... ..• "
-
tl E-
PUBLIC UTILITY/ACCESS
LANE
---12 ----
EXISTING SEWER LINE
SIGN
EXISTING WATERLINE
-- «
I
EXISTING PUBLIC UTILITY
EX. SI
-I
- -
EXISTING CURB
EXISTING SIDEWALK
i
V/C/N/TYMAP I
f-26-LC',
n .
BENC;
4
r `
N:101
:LEC. E:35E
` Z:317
O < ) Y
a a ._•tea:'. V iM.
ASIDE ALK
15' FRONT (REDUCED)
EWALK COTTAGE LANE BUILDING SETBACK
6.0' R.O.W. II I
e
-I MARK
99085.26
3649.78
.13
t
i
MITCHELL
■ i►
LEGEND
- s -WL-
WATERLINE
- 2 -TQM.-
`WATER SERVICE LINE
8 -Mc-
REMOTE 6" FDC
®
WATER METER
'9M
FIRE HYDRANT
- 6 -SS -
:SANITARY SEWER SERVICE LINE
El
SEWER CLEAN OUT
1s 9p-
STORM DRAIN
S S ' C1
0 •
NAL. '
CURB INLET
DO
JUNCTION BOX/GRATE INLET
-PVC EC-
UNDERGROUND ELECTRICAL
Li.- W5 t -
ox
ECL o�
CONDUIT
2-m-
GAS SERVICE LINE
El
BTU TRANFORMER
El
CoCS TRANSFORMER
:CoCS 3'X5' PULL BOX
-PVC TELECOM-
UNDERGROUND COMMUNICATION
CONDUIT
C3
COMMUNICATION PULL .BOX
CURB
SIDEWALK
x -
FENCE
- f11 -- tm--
FIRE LANE
RIGHT OF WAY
••.... ..• "
.BUILDING ,MINIMUM SETBACK,
_ - - - -
PUBLIC UTILITY/ACCESS
EASEMENT
---12 ----
EXISTING SEWER LINE
0-41
EXISTING WATERLINE
EXISTING PUBLIC UTILITY
ZZ
EASEMENT
- -
EXISTING CURB
EXISTING SIDEWALK
IIS
w
PAGE MATCH LINE
MITCHELL
■ i►
T.979.260.6963
F.979.260.3564
i
}'
Tx. �� FIRM � F-1443
I.
i
3204 EARL RUDDER IFWY. S.
COLLEGE STATION TX1 77845
PLAN &DESIGN PEC( .LSTs 1
S AL N
II
r
CIVIL ENGINEERING-: HY6RAULICS
µ 1
+F
HYDROLOGY UTILITIES I! TR TS
�S . EE. .
SITE .PLANS • SUBDIVISIONS
www.mitcheilandmor on.corn
Firm F-1443
2/16/15
E OF r
.F
w
it , sY
VERONICA J.B. MORGAN
h
77689
T ST.
S S ' C1
0 •
NAL. '
V/
'I
RCHITECTURE DEMARES
;C? ARCHITECTURE DEMAREST L.P.
ALL RIGHTS RESERVED
°'
0 C)
Li.- W5 t -
ox
ECL o�
:L p O SCO
a) V)
N. U Q
s`
to
C0
0
N
Z
ZZ
IIS
w
J
J
SII W
o �Co1
V
w
to
i
I
D
L
PROJECT BENCHMARK: SQUARE CUT ON 'STORM DRAIN INLET
X= 10199085:26 Y= 3553649.78 Elev= 317.13
''MITCHELL:
9
T. 979.2'60.6963
F.979.2l60.3564
TX. FIRM f F-1443
3204 EARL R DDER MY. S.
COLLEGE :STAT ON; TX 77845
PLAN &-.DE31G i SPECIALISTS IN
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY' • UTILITIES * STREETS
SITE PLANS +;SUBDIVISIONS
NOTES:
....LEGEND .
1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB
8 -WL --
WATERLINE
UNLESS SPECIFIED OTHERWISE._
— 2 -wt—
...
WATER :SERVICE
; .
LINN E
2. SEE SHEET WL -1 FOR " TYPICAL ISLAND DETAIL.
REMOTE -
3. ALL CONTOURS SHOWN ARE: EXISTING: FOR PROPOSED `
6 ,FDC
CONTOURSAND FINISHED FLOOR ELEVATIONS REFER TO
m
WATER METER.
GRADING PLANS.
Q.
FIRE HYDRANT
4. ALL PUBLIC UTILITY EASEMENTS PUE ARE PROP
( ) PROPOSED
STUB UP PROPOSED
UNLESS SPECIFIED OTHERWISE. `
-•--- s=ss -•�
SANITARY :SEWER
SERVICE LINE
ELECTRICAL CONDUIT AT
i sols: 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN
o
SEWER CLEAN OUT
PROPOSED POWER POLE.
r 1 'inch • 20 feet APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK:
_
- - -
, ---
a rtcr
STORM. DRAIN
6. SEE SHEET SP FOR ALL WATER METER SIZES',
I�
EXISTING 15 PUE
72.45 LF OF
CURB INLET
a-wc
(Vol. 11391 Pg, 129 j
3-2" PVC
a
JUNCTION BOX/GRATE:INLET
a_wt
ELECTRICAL
VARIABLE
-.PVC
UNDERGROUND ELECTRICAL
of
of -
CONDUIT
WIDTH PUE S STANDARD 0'
T 1
LOT 2.: BLOCK 1
EC—
CONDUIT
DE--
-•.
o,
-CURB INLET
-
-
2818 PLACE
2 -ops----
GAS SERVICE LINE
,
aOE
_
BTU TRANFORMER '
yAR4ABLE
WIDTH PUE
`"'"*a.. 2 A Yc f
v,
.::
CoCS TRANSFORMER: .
/-..nC -zfvx7l DI 1111 Dnv -
''MITCHELL:
9
T. 979.2'60.6963
F.979.2l60.3564
TX. FIRM f F-1443
3204 EARL R DDER MY. S.
COLLEGE :STAT ON; TX 77845
PLAN &-.DE31G i SPECIALISTS IN
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY' • UTILITIES * STREETS
SITE PLANS +;SUBDIVISIONS
PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET
X= 199085.26 Y= 3553649.78 Elev= 317;13 ®�
POWER POLE
_�, I .<;, ,' ;' , ° , » . , ,
STUB UP PROPOSED _ ..H ., :x , �. CoCS TRANSFORMER
STUB UP PROPOSED
OE `
� ELECTRICAL CONDUIT AT ��..Tr,.,,.. ,,.,..r., ..-,- ..,- . .. . ,,. ... , » : .' .• .' - -::.: - � •. 1� �:_.;� :w�of iii on. v
'��TC�NELL
q `
MLO,
�
1 LO, Ilii- H N
T.979.260.6963
F.979.26.0:3564
TX. FIRM #` F-1443
li ...
3204 EARL RUDDER. 'FWY. S.
COLLEGE :$TATIlON, TX 77845
PLAN & DESIGNl SPECIALISTS IN
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY « UTILITIES *'STREETS
SITE PLANS *SUBDIVISIONS
`
NOTES:
1. ALL CURB RADII .SHALL BE 2' MEASURED TO BACK OF CURB
_
LEGEND
..................................
— 8 -ft—
WATERLINE
UNLESS SPECIFIED OTHERWISE.
— 2 -ft
WATER SERVICE tINE
2: SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL:
3. ALL CONTOURS SHOWN ARE EXISTING FOR P
N PROPOSED
REMOTE 6 FDCI
CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO
m
WATER METER
GRADING PLANS: _
HYDRANT
FIRE HY_
-
4. ALL PUBLIC UTILITY 'EASEMENTS (PUE) ARE PROPOSED
UNLESS SPECIFIED OTHERWISE.
--" s`ss ----
SANITARY SEWER SERVICE LINE
'
FLOOD
ZONE'
•�
I , scale. I
r1
5. ALL VEHICULAR ACCESS GATS _ _ _
ES SHALL BE EQUIPPED WITH AN
o
..
SEWER CLEAN OUT
LOT 1.
Q
BLOCK 1
,'
"AEll -- _'----•_,>
inch 20 feet
APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK.
--
_:_'-° `= _
..STORM DRAIN
6. SEE SHEET SP FOR ALL WATER METER SIZES.
CURB INLET
2818
PLACE
.��....
JUNCTION BOX/GRATE: INLET
•
__...:
PVC EC-
ROUND ELECTRICAL
UNDERGROUND: RICAL
CONDUIT
STUB UP PROPOSED
_ "> ''
,' .',�; `'- -
_
_
�.,
2 -ass---
GAS SERVICE LINE
ELECTRICAL CONDUIT A T
PROPOSED
, . < •
.'
BTU TRANFORMER'
POWER POLE
_�, I .<;, ,' ;' , ° , » . , ,
STUB UP PROPOSED _ ..H ., :x , �. CoCS TRANSFORMER
STUB UP PROPOSED
OE `
� ELECTRICAL CONDUIT AT ��..Tr,.,,.. ,,.,..r., ..-,- ..,- . .. . ,,. ... , » : .' .• .' - -::.: - � •. 1� �:_.;� :w�of iii on. v
'��TC�NELL
q `
MLO,
�
1 LO, Ilii- H N
T.979.260.6963
F.979.26.0:3564
TX. FIRM #` F-1443
li ...
3204 EARL RUDDER. 'FWY. S.
COLLEGE :$TATIlON, TX 77845
PLAN & DESIGNl SPECIALISTS IN
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY « UTILITIES *'STREETS
SITE PLANS *SUBDIVISIONS
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'.., ,, '✓ NOTES: LEGEND
! 1. ALL CURB RADII SHALL BE 2 MEASURED TO BACK. OF GURB WATERLINE
fi UNLESS SPECIFIED
OTHERWISE. ' — g-tN.— WATER .SERVICE: LINE
EXISTING f 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL
'! NG ., .' ,.: '� � REMOTE 6FDC
POWER POLE4X0
3< ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED
CONTOURS AND FINISHED FLOOR ELEVATIONS. REFER TO WATER .METER
GRADING PLANS:
FIRE HYDRANT 4: ALL PUBLIC 'UTILITY EASEMENTS PUL ARE PROPOSED.
_: s $S. —.:SANITARY SEWER SERVICE LINE.
�
.10 '�; / .o'. ,�% .. �i11� UNLESS SPECIFIED OTHERWISE.. ,! !
'.�' 1 .�' s�1e; � 5: ALL VEHICULAR ACCESS GATES :SHALL BE EQUIPPED WITH: AN q SEWER.. CLEAN OUT
t .inch 20 feet APPROVED COLLEGE STATION FIRE, DEPARTMENT KNOX LOCK..:
— — STORM DRAIN
6. SEE SHEET SP' FOR ALL WATER METER SIZES. ,
.r,,. /� I�, �;,�' - �,/ �CURB INLET
JUNCTION BOX/GRATE INLET
—
PVC EC= UNDERGROUND .ELECTRICAL
CONDUIT
2-oas--- GAS SERVICE LINE
BTU TRANFORM.ER.
�. GoCS TRANSFORMER
r1 r��c ,vr 01:11 1 11 Qnv
HANDICAPPED PARKING
iLij
f)FNiIFICATI(�N 10(' (� TO 7T
A 1 7
... .
PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET
X= 10199085.26 Y= 3553649.78 Elev= 317.13
rr ara
1 \ ♦
i l ♦ m
smimm iY
'.3:75
PVC
C
�r
3=4" PVC
TELECOM
m
'A2
s�M R20 YgPRpC1�P -8�
YY/'�LF�'Iltl�
I6 -WLR
EXISTING :`� FIRE` 1-
-
«- _ , ;,, HYDRANT t
CONNECT PROPOSED 8" '
C - EXISTING- GUY ' - WATERLINE TO EXISTING
WIRE 8" WATERLINE
, pEXISTING
WATER VALVESI .w I SAW CUT II— 2C
♦ .I AND REMOVEi (TYI
CURB'1
EXISTING 8" , I
WATERLINEi lei,
[ 4 1
I -E PROPOSED
32 ACCESS -
EXISTING 8' EASEMENT 1 t
SIDEWALK
t SAW CUT
AND REMOVE_
EX. CURES:
REMOVE EX:_ - t
7.5' SIDE - CONCRETE
�
SETBACK I .PAVEMENT
,
I RIZ .
L i~ NEW SCAB'
�
i , , ► - I � REMAINDER Of LOT 2R, ,gib' ON CURB I
BLOCK 2 THE COTTAGES ' ; EX.
®'
� �' , � `�. CPRVATEE
OF COLLEGE STATION, I i,
4 PHASE 1
t ..t DRIVEWAY t
PLAT 11391/129 I ; I
R12;.
1
,
REMOVE EX.
CONCRETE �.
` VARIABLE V PAVEMENT U1
WIDTH P.U.E. i j NEW 'LyID
(VOL 11391 ( t ON O RSB
/PG129) VARIABLE
WIDTH P.U.E.
(VOL 11391 , t ; ( 26:5' 3 1 11.5
/PG 129) f ; `` j @yg} (TYP) I (TYP)
EXISTING
SID WALK' ( -
,
t~ ( PROPOSED
32 ACCESS I
I EXISTING 8" !� EASEMENT
j
WATERLINEi I 1
7.5' SIDE
SETBACK NEW SCA
ON CUR
t
I
VARIABLE r
1
I
WIDTH P.U.E..
(VOL 11391
SIGN 1...
P
/G129).
I l � If
R25.
+ EXISTING
RAMP
REMOVE EX. 4 G
�-- �- CON
CR
ETE. _ _ — _v — —
PAVEME NT
� �NEW�• CURB
I REMOVE
EXISTING PAVEMENT
FROM BACK OF CURB FOR
NEW CURB LINE AND POUR
NEW SIDEWALK AND RAMP
- ,...... - - -I
L:_ _
LEGEND
II
-- -- WATERLINE
MAMr
Ff
e-Foc-- REMOTE 6;. FDG
® WATER METER
I�
FIRE HYDRANT
t
,
LINE
0 SEWER GLEAN OUTi
CONNECT
CURB INLET
a JUNCTION BOX/GRATE
INLET
--nC EC- UNDERGROUND ELECTRICAL
« < - .,
-2-m--"- GAS SERVICE LINE
PROP r�
6
WATERLINE.
6.,.
E 4Lk�
?J� vi...
s ,.
C� CoCS 3X5' PULL
♦
—wc TELEcoM—UNDERGROUND COMMUNICATION.
x ' t
15 f -
SIDE
,:.?
i
': ,..
EXISTING. 15', PUE RAE &
STREET •.
_
i
TO EX. 12
WATERLINE:
r.
i
♦
,. ,
LANDSCAPEt
EA EMENT Vol.
S _ .:: t : -
SETBACK
-
- -
__.
1270 ,
1 Pg. 2
�R19
15" FI46NT
_
'IM
- ZL
lm. -Zi M. Zt
I I 7M
.. u
_ .._ i
+ .:........ -
i. EXISTING 12
ISTI G
,.
..
..
WATERLINE t
WAT IE VALVES
EXISTING 6 SIDEWALK{"
'9 `_`
Vii:
RP
-
PROPOSED
MATCH
EXISTING : I
!
RAMP
EXISTING
CURB INLET
SIDEWALK
h i
COTTAGE LANE
I
60' ROW
LEGEND
II
-- -- WATERLINE
WATER SERVICE LINE
e-Foc-- REMOTE 6;. FDG
® WATER METER
I�
FIRE HYDRANT
6 -SS --- .SANITARY SEWER' :SERVICE
LINE
0 SEWER GLEAN OUTi
_-. _ STORM DRAIN
CURB INLET
a JUNCTION BOX/GRATE
INLET
--nC EC- UNDERGROUND ELECTRICAL
CONDUIT
-2-m--"- GAS SERVICE LINE
T� BTU TRANFORMER
CoCS TRANSFORMER
C� CoCS 3X5' PULL
BOX
—wc TELEcoM—UNDERGROUND COMMUNICATION.
CONDUIT
PROJECT BENCHMARK-. SQUARE CUT 01 N STORM. DRAIN .,INLET
X= 10199085.26 Y- 3553,649.7B Elev- 317.13
7
GENERAL C NSTRUCTION NOTES: SITE PLAN NOTES:
xposed by construction shall receive cellulose fibermulch seedin 1. Name of Projecti CRED Apartment Community iParking
1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing .9. All soil e 9. of
Total ;Ratio 'Parking
2. Legal Description: Lot 1, Block 1, The Cottages of College Station Phi
underground utilities-. Furthermore, the Contractor shall contact all utility company representative -t; a s may be left open overnight if properly barricaded. T
10. Trenche Elldg Name iBldgType 'Unit YP94 of Units lEldrm/Unit lBedroomsiRequirediRequired
Address of property: 2365 Market Street A BTf 1 1 12 i 1 12 1 1.5 18
i . A
11. Adjustment of Water Meters, Valves, Manholes,. Irrigation Systems, and any other
minimum of 48. hours. in advance of -any excavation. 2 n
3. Ownen. Crystal Real Estate Development, LLC WILLEMS AIDMON
B BT1 A 1 12 1 12 t5 18
Public: or Private Utility, etc. are not separate pay items. The Price of the adjustment
15151 Surveyor Road, Suite A
30
2 1.25
.a. Contact Dig Tess 1-800-344-8377 shall be subsidiary to the construction of Sewer Line, Force Main, etc. 10 . . .
Addison, Texas 75001 BT 1. i Al 12 1.5 i 18
2.
2
Contact Dan Augsburger @ Suddenlink 595-2429 the contractor shall coordinate with Suddenlink Communications, CSU, BTU and., (972) 934-2525 .25 30 IE
D BT2 B1
12--2 24 1.25 3
0 HARM MITCHELL Pw. SOUTH
C. Contact Richard Wallace 6 Verizon 821-4752 Verizon to adjust the location of existing facilities, if necessary. 4i Engineer: Mitchell & Morgan, L.L.P.
E BT I Al 1 12 1.5 18
d. Contact Sam Weido @ CSU (ELectrical) 764-K55 13. Th contractor is responsible for traffic control in accordance with TMUTCD. This is 3204 Earl Rudder FWY. S.. b.. - ! . .... ... 1 .. .. .
e 2 1 12
College Station, Texas 77845
e. Contact Butch Willis 0 CSU (Water/Wastewater) 764-3660 not a separate pay item. F :�T
A
1 1 Y 1-.�_ 1 18
2 -
Gas (Gas) 229-4627, 14. Temporary spoil areas will be identified on site by owner. (979) 260-6963 , 2. . . . ..... ........ ...... 2.4 ........ .. 1.25 36
G BT2 l B 1 10
f. Contact Luis, Cisneros Atmos 2 20 1 1.25 25
4'
Contact Greg Burkhalter 0 view 5, Architect: Architecture Demarest Bi AN81 6
BTU 204 2802 All roof and ground -mounted mechanical eq dipmen t shall be screened from
2320 Valdina St iZ �4 i.29 �d
not to be visible from any public right-of-way or residential district
or isolated so as H BTI At 1 12 i 1.5 18
-Dallas, Texas 75207
B2 2 24 i.� n
within 150' of the subject lot, measured from.
2. All construction shall be in accordance with the current City of. College Station (C.S.) Standard a point five feet above grade. Such . ........ ... . ....... ............
(214) 748-6655
B1 2 24 j 1.25 30
1.26 30
Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and screening shall be coordinated with the building architecture and, scale to maintain a 64 Zohihg: PDD 1 B2 12 2 �4 1 i
J BT4 t Al
1 12 1 12 1 1.5 18
Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the 'staff of the unified appearance. 7� Existing Use: Vacant
Jll._�4._ o 10 2 1.�5 ;__25
shall be coordinated with the City of C.S. City Engineer. 16. Exterior Building and site lighting will meet, the sta hdards of Section 7.10 of the Proposed.Use: Multi -Family I B1 AN§i 2 ig 6
City� Engineer of C.S. All construction
w. 3. . In lieu of I using the construction materials indicated in these plans, the Con tractor shall obtain 8. Setbacks: Per City of College Station Ordinances 2 56
Unified Development Ordinance. The light source shall not project below an opaque BT3 i D1
K
4 48 1 48
and no fixture shall directly project light 9. Site Area' 32.488 acres
L
written approval from the City. Engineer for any -substitution prior to Construction. Requests for changes housing orizontally. Fixtures will be mounted BTI �,l 7
12 1.5 18
10. Water Demands: See table on this sheet B2 i 2 2 24 -3 6
should include product information and on. engineers seal where -applicable.: The contractor shall be in such a manner that the projected cone of light does not cross any property line.
M BTI Al 1� 1 12 1.5 18
11. Sanitary Demands: See table on this sheet ........ .... ..
all provide parking lot striping in accordance with the layout shown 12
financially responsible for the engineers time -spent reviewing changes and redesigning based on 17. Contractor sh ed for this site. 2. �4 .30
12. A TIA has been prepar N BTI i Al I
1 12 1.5 18
2
on this plans.
contractors requests. 12 30
EITI I At �2 12 1.1 11
-.4. Trench Safety, �Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 18. All storm sewer being constructed with this site plan is pCivate. A PORTION OF THIS PROPERTY DOES LIE WITHIN A DESIGNATED FLOOD PLAIN
B2
19. All dimensions are to the back
.Subpart P and all federali state and local regulations. of curb unless otherwise noted. AREA (ZONE "A" -NO BASE FLOOD ELEVATIONS DETERMINED) ACCORDING TO p 131 12 2 24 1 1.25 30
0
i B2 12 2 @0@19 @071117 ILUMDV@
�4 30
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041CO305 F, DATED APRIL 02, A
Q BTI 1 12 1.5 18
out herein.. at the Owners expens 2014.
Testing shall be provided by a certified laboratory e, to . verify these, 12 2 �4:
R BT 3 D1 i 12 4 1 48 1 48
standards. Any retesting due to substandard work shall be at..the expense of the. Contractor. . ..... .
BT3 D1
48 1 1 48
alks and: shall extend 5' beyond the curb lines of all streets, SITE DENSITY 432 792 6,0 1:.
992
Structural areas shall include all sidew 111f '_1A11TV
DWELLING UNITS=432
alleys and parking areas.
6. It is, the responsibility of the contractor to comply with all State. and Federal 'Regulations regarding
construction activities near energized overhead power lines. Additionally, the contractor shall coordinate
all proposed work. and procedures with the City of C.S. Electrical Division.
7. All materials & labor not identified as a Separate Bid Item Shall be considered Subsidiary to the
item in which it is used. Ali materials and equipment sholl.be both furnished and installed unless
................ ....... ..
.................
.. ....... .... . .. ..... .
DENSITY=432/32.49 ACRE
....... ......
=13.29 UNITS/ACRIE . . ..........
24" 6"
�e 992
Provided 7 1001 (plus 21 HC spaces) 1022
(min)
SQUARE FOOTAGE
. ....... ..
a iRb .... .. .....
red per Table 2 Section 4.1.2 of TA§*-- 20 plus I for each 100 over 1000
..... .. .... .
GROSS SQUARE FOOTAGE: 368,619 SIF
I ota H R gulred.=.21
p.. 4_ ..... .. . .. #4 Bars 0 5' O.C.E.W.
--n-FAMILY: 354,735 SF
MUITI :HC Parking Provided 21
............
otherwise noted. CLUB HOUSE/LEASING OFFICE! 13,884 SF
6 SI.; Cdfi
8. The Contractor must provide construction staking from the information provide won these plans.
X
REAR 6" Stabilized Subgrads\
%
BUILDING SETBACK EXISTING 12" SEWER LINE
18 STORM 2818 PLACE, LOT,
DRAIN Col BIVP 2818 PLACE I.P.
�STRUCTED W PLAT)
x X. ZONING: PDD STANDARD PA VEA EM
2818 PLACE DRIVEWAY
Dil
REAR
0 NTS
1E
BUILDING SETBACK
EXISTI
VA� NG 12" SEWER LIII,
FIRE
PUE. W/ P LA
(CONSTRUCTED. Ty
�ANE--\
7
Z .1 N
) U 20' REAR
BUILDING SETBACK
ORM
PRb�OS6 ............... 12" ST EXISTING FE NCE TO
'TRASH ........
/ ... ... DRAIN :)LACE
REMAIN IN
ELEG
�OM�ACTI ..... .... CONJDUII
P
2 PVC
-2 2'
-2- 'S
.... ........... ...... , I , I
CO EC -15" -IDE tTl�_Eft-
BUILDIK
....................
. ................... ........
EXIT G
... 1.... 0 1 1 .........
r_rMVM I r_
STORM1'-��, X, ZVI' f�TORM'
DRAIN'
4 , �R I - I I
EASEMENI 4
301 -------- ELECTRICAL
. .. .. ..... 'EA
�ERV PO
STOW
7
,ENT
I N (5812/288)
RAIN
)SED�!Ii
L
EXISTINP-STORM - -
DR---------------------
!AIN HifAbWALL
AND P I R E
RIP DR
DETENTION
PROPOSED)
EASEMLNT,�
4 -SO AREA
aPONDe' 2
-YEAR
TI�E 100
STORM EVENT EXISTING
1!D6 YEAR WATER 30' LITIO
RIVATE
DRAINAGE AVAILABLE CENTER
qON61TIONS
CLOGGED, -OUTLEET-, 1IN E (5419/110�
I - EASEMENP-
CHANNEL
f(BEST
SURFACE
EASEMENT
pi� HMO
10 1
T7253) it) PUBLIC
EXISTING
'ITY
UTIL
'SEWER, LINE'
-',,,DETENTION
(�ONSTRUCTED EASEMENT
UK 12
rIN 00 G
W/ 'PLAT),'
UIL EXI'
yl 7302/220):
UILDING U
El
P I
CENTER
15' SID� STREET
1IDTH ING
1.V
Ilit,
G-) 100 YEAR IWATI�,R
SURFACE NEW 8, SIDEWALK
63)' 1 NE
WILDING: SETBACK
ELEVATION PU RI G
CONDITIONS M
CLOGGED QUTLET,� DRAIN
WER
P
tfv�6 , - ,
ETAI N I N G
-ECTRIC.. If 00.,YEAR NOAP*Y
9: WALL,
Um
PRIVATE
DRAINAGE EASEMENT DURING
50RFACEr I
WATER
`G
GLOGGEQ,' 187-�TORM
,BUILDING
OUTLET' DRAIN G
-DR-AINAG
I TING STORM
EASWENT' 4e
CONIJITIC'NS,' E
DRAIN HEADWALL
(95104�6b)'
ELEC.
2
AND PIPE
0
CONDUQ,
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-.7
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air
RE
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6F!%1AN5
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8
_57 51� _tIM-OvIt -A-" Hill r-a-g-ano Pig Mwit"
60 Own 4iiiiammi�
A _01
(pg%
W 8' SIDEWALK- 1141- PROPOSED FENCE!7"
NEW 8' SIDEWALK 0, _�"0)llivai'
16 fA
GUY WIRES,
&
g
EXIT SWING U.
LNIHANUL
JUSTED
I --n
.0
JAI 7.5' SIDE
Al '07TAGES OF COLLEGE GATES
7HE 'C
IH
ING SETBACK STATION PH 1. LOT 2R. BLK BUILDING SETBACK
11,GU i YVIRES -fV-'
COLLEGE �STATIION PROPERTIES LP-
�IRE, gig". EX. PIL, L
EL CONCRETE
LANE eE
ZONING: PDD
i.
-k
CP
J L �G K
WATER AND SEWER DEMANDS A 8" 15' SIDE
STREET
'weliar ELEG,
POWER PoLF
jw.i. Mier 'Ur. 'Fire Llre�s,., X�g;&Iivfir oii BUILDING
(in) Size pe)
tT.hd:: mifl.r
(BY OTHERS) ere... SETBACK
Bid N.. fillip ze, MFP Unt
size
ieFTW�
bUILUINGSETBACK.,1%
.5' _�I'D_E Ile
BUILDINU
-)t"I'BACK
Z
THE COITAGES -OF COLLEGE
.................. r
sTA-nON PH 1 LOT 2R, BLK I
COLLEGE STATION. PROPERTIES LIP.,
ZONING: PDD
E
S I TE 81
NEW SIDEWALK
Drill and Epoxy # 4 Bars
X
6-
x 9" Long. Top of Bar must
3"
'5, be flush with top of block
31
12
/X
"R! W, ","o"
L#4 Ba rs 0 15" O.C.:
EA ING
STANDARD _R�K_
TYPE J CURB
BUILDING LEGEND
SQ. FT.
BUILDING TYPE 1
92
82
17,413
BUILDING TYPE.11
02
20,950
BUILDING TYPE Ill
17,097
BUILDING TYPE IV
A' III
A
28,101
2 61 BI B2
AP ARTMENT BUILDING NAME HANDICAP
.
TYPE ROOM
82
20
NTS _J
12
N.T.S, : . .. I . I
..?4..J
R
4p_
Xx,%�: il�
48
. .... ��3 17 .5
id �td
_,M
Clubtiouse
MTL. GATE,
i
AS SPEC.
_
II
— Level 1 A
,
.}.a
100 011
_
1, „
7 6-11
� �r ,
6-111 -1 -7
.,..� �:�
17'-- 0
U).
_
E W
T h
as m 0 o t Elev i
T` as Compactor Floor Pla
2�
4 / A920
d C.
Scale. 1/4 1 006
_
_
Scale. 1/4 _ 1'-0"
f!a �
CLf
17'- 0
^^
L.J.
........ .
-
17'- 0
II-
li
- _ -
CL
O DRAINAGE
;.� �..p i... ..
. a
co LOCATION TBD1:6
BY MEP & CIVILCo
LO
SLOPE _
TRA SH CHUTE DOOR,
SLOPE
SLOPE:
AS SPEC.
DECK
-
_ -Level 1 A
I L
1001-01,
COLUMN WALLS'
Trash Compactor Side Elevation. w/ Chute
ABOVE
Door
o
I
co I
o
co
,
F
Scale. 1/4 _ 1 0
i
I
ARCHITECTURE CURE DEMAREST
_ C ARCHITECTURE
O DEMAREST, L.P.
ALL RIGHTS RESERVED ,
PERMIT ISSUE DATE.
w
1
- 0/29/2014
MTL. DECK
I- �
O L
CONSTRUCTION ISSUE DATE:
- —STEEL BEAMS
J
(A ;
— 6X6 STEEL COLUMN
CAST STONE CAP
I.
I
_
Revisl nl
o
iSchedule
FACE BRICK
I
No. Date
Description
:
.......:
WOOD FENCE f
1
1
I
i
......... .........
...............
Level 1 A ;
,I
100 011
JOB
NO.
it
13055
_
Trash Com act r i EI -
p o S de evation Trash Com actor Roof Plan
6 p
Trash Compactor Forming Plan
p
NO.
- Scale. 1/4 _ 1 0
J
1J�M
Scale. 1/4".1 -0
SHEET
e�
COPYRIGHT C 2014 ARCHITECTURE
C URE DEMARE T
S L.P. ALL IDEA E
S DESIGNS, ARRANGEMENTS PLANS,A D
O N SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING AS INSTRUMENTS OF SERVICE RE
A AND SHALL REMAIN THE EXCLUSIVE INTELLECTUAL PROPERTY OF ARCHITECTURE DEMAREST L.P. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THIS SPE
F�-� �SPECIFIED PROJECT ONLY: NONE OF SUCH IDEAS, DESIGN ARRANGEMENTS OR PLANS. SHALL BE USED ON ANY OT
PROJECTOR EXTENSIONS OF THIS PROJECTOR USED BY OR DISCLOSED TO ANY PERSON, FIRM OR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION FORM AND APPROPRIATE COMPENSATION TO ARCH ITECTUREDEMAREST L.P. WRITTEN DIMENSIONS ON THESE DRAWINGS- SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR
A�►2 0
VERIFYING
SHALL BEAR SOLE RESPONSIBILITY FOR VERIFYING ALL DIMENSIONS
DEVIATIONS. THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, CONFIRMING COORDINATION AND FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THIS PROJECT.
ON THIS PROJECT AND NOTIFIYING ARCHITECTURE DEMAREST, L.P. OF ANY
;
ARCHITECTURE DEMAREST L.P. WILL NOT BE RESPONSIBLE FOR CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS
AND PROGRAMS IN CONNECTION WITH THIS PROJECT.
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---- -----------