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FRONT ELEVATION
SCALE: NTS 03
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ML AL,
CO G STATIO XAS
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ILI K A
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lsrll—lk�q',
END SECTION OF ELEVATION
SCALE: 3/16"=1'-0"
02
7-7
W
\
O
PROPOSED RETAIL CENTER
19,736 sq. ft.
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04
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00
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58-
-511
38'-41.,
171-51195
-
-
110
361`-0�" -
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LAYOUT
SCALE: NTS 101
CARRARA PARTNERSHIP
109.24 ACRES (Dead)
N 44009014" E-603.710 0 (Actual)
(586/486) N 44015028go E-418.97 . -, . I ---------
----------
------------------
Zoned C-1 ------
--------------
---------------------- -----------------------------------
- -------------------- i 1 11
------------------ --- ------- 4 ----------------------------
DumPstw Pad to Be Min. 69
------ Thick
-------------- Wood
PROPOSED or Masonry
de- 81
DETENTION AREA A
nCrete Tru
hB'fBOB� AREAS Ut Area
PROPOSED RIETAIL CENTER
19973E sq. It.
Handicap Parking Sign
FZc..dl-pl Parking Sign X
�\\ X To Have Van Ac"esIble 2hr Fire Rated Wall 'Van Accesoble.
Notation Manted a Min. Notation M nted a Min. X
of 60, Above The Curb of 60" Above The Curb X
X
Undergmund EkxWc
service connecti 17
h(GMRequirements)
X san. swr. service
Connection
Water service
V. S Ion
loa.00'
F(Sq
Bellerde 54 55 56 58 sq 60 61 62 63 64
65
66 67 69 70 71, 72 73 74 75' 76 77 78-
1 1 1 1
�o18.00,
15.00'
CARRARA PARTNERSHIP W.
109.24 ACRES Q7K
> TV
(586/486) to Z
M "M
Zoned PDD \p y � '
.5.00,
53 52 51 so 49 48 47 46 45 44 43 42 41 40
39 38 37 36 35 34 -33
-JW. 43.00'
32.00'
rn
IN
54. 2 175L 01" 24 HDPI! Pipe 10. 32.00'
: �. 1*� ;;* .. - i I. 6;.W ig g N.g
32 31 30 29
WE —Lcsr*-- .5- Sleeve Ca
—S
F - - �E_:w
Ise
PROJECT LOCATION
60
Ph. I
Block One Lot One
(3986/188)
Zoned C-1
2 10 11 12 13 14 24 2�j
3 4 5 6 7 9 19 16 1
17 is 19 20 21 22 23
Reference Bearing and Distance (IM— . . . . . .
jV
to City of College Station Mon. rn Yc -
Marker #126 N 60038'07" E -
.00' 1 63.00' 11 163.001 1
6257.12 4 Lt-- 1 .11 1 __ I I
Are
mo, _TC
•••V
Proposed -U,.- IV\.,i i — — — — — — — — — — — -
A70409AR90 2 Q(ACQ
Proposed 66LF-30"HDPE(ADS N1 Firehydrant#2 'DR VE +
VHU -H& Proposed
W I., W—W W_
FLElev.=314.65 W_ W W—W— W_ W —W W_
Prqved 66LF
so — — — — — — — — — — — — —
lX6*9--NT2 12 WATERLINE -- ------------
E Elev.=314.98
SCO.TT SURVE:Y.L A-49co crate
dve
MAMA KEGAN!E90XV_ayf A-29 _T-P_= 3-1-9 5Rad.
25'R cn
IIZIi
Match Existing =J705II
Top of Pavement Match Existing
Elevation =319.19 Top of Pavement
Elevation =319.60 STA TE HIGHWA K NO. JO— 120' /?. 0. W.
Ln II
(46 WIDE- ASPHOLT PAVEMENT) Q � r
II
S ee
d LnVt, 40_YPH:
415II
-lar
-2 IJ
Water Demand,
The fixture units are not yet determined for this building and will not be determined
until the space is leased and the requirements of the tenants are known.
_4
At this point the demands are estimated using: 1ANDSCAP ANALYSIS FOR, PH 2a -S S
Table 1 -Average Water Demands,, -CS Design Guldline Manual
Average Flow For Retail Use = 25 GPD/CAP Landscape Requirements 93
Average Flow = 110250 GPD or 8 GPM
30 points of landscaping per 1000 Sq Ft of site area are required.
Peak Hourly Flow = Average Daily Flow 4 PROPOSED LANDSCAPING.
Peak Hourly Flow = 11250 * 4 82265 Sq. Ft. of Site Area * (30 points/1000 Sq. Ft" Site Area)
2468 Pts Required Canopy Caliper Points Total
Tree Quantity Common Name Botanical Name Size in. per Tree Points
Peak Hourly Flow 31.25 GPM
Parking AnMysls,.
AddldonM Landscaping Requirements:
Irrigation Demand 20 GPM
Total DZ.M[6- Iniammneg = =1 r -IDM An additional 300 landscaping points are required for every 50' of road frontage.
For Retail Center Zoned C-10Non—Canopy
(3 V 01 [5 *' 3 lots -v 1 2 Additional Points Required.
Tree
Require I parking space per 250 square feet
19,7736 Sq. Ft. Existing Retail Area 9 230 Sq. Ft. = 78.94 Spaces
rftt_fto 11 mnepeo-M In Dnln+e ogs A A— OJ A C+e L 1922 0+e -w A120 C+e
91CV11
21
Drake Elm
Ulmus crossifolia
2.1-3.4
150
3150
Shurbs
Total Parking Spaces Required = 7+9 Spaces Total Landscaping Points Provided = 4500 Pts
80 Parking Spaces Provided 00 87 Elaeognus Eloeagnus ebbingei 5 Gal. 10 870
76 Standard + 4 Handicap Parking Spaces Provided
Total Landscaping Points Provided
4500
All landscaping shall be serviced by an Irrigation system.
Irrigation plan to bei submitted by. others. Plan to Include hack low 'prevention protection. Irrigation Plan Is to be approved and Installed prior to Issuance of C.O.
VICIN 11Y MAP
— N.T.S. —
&ale: I" = W1
9*1
1. 25
Site Plan
00
12
Crope Myrtle
Logerstroemic indica
0
C�)
40,
480
Addition to
Larger
Shurbs
Total Parking Spaces Required = 7+9 Spaces Total Landscaping Points Provided = 4500 Pts
80 Parking Spaces Provided 00 87 Elaeognus Eloeagnus ebbingei 5 Gal. 10 870
76 Standard + 4 Handicap Parking Spaces Provided
Total Landscaping Points Provided
4500
All landscaping shall be serviced by an Irrigation system.
Irrigation plan to bei submitted by. others. Plan to Include hack low 'prevention protection. Irrigation Plan Is to be approved and Installed prior to Issuance of C.O.
VICIN 11Y MAP
— N.T.S. —
&ale: I" = W1
9*1
Site Plan
00
for
0
C�)
Addition to
Super "B"
I Ph. 1
Block One Lot One
Vol. 3986 Pg. 188
1.21 Acres
And
Super "B"
Ph. 2
Block One Lot One
Vol. 3644 Pg. 256
1.88 Acres
ry
J W Scott, A-49
0
Z
College Station,
Brazos County, Texas
OWNER _/ DEVELOPER:
Sam Trinh
P.O. Box 4650
College Station, Texas 77805
Telephone: (979) 575-4545
Pn& IW
Dumpster sad to Be Min. 6"
Ido Concrete with 6 a
Th Wood
or Masons Screening Fence ~_
rY 9 �
68'
Ph. Z
dock One Lot Ong
(3986/i::)
Zoned C-1
15.ao'
N
S
ri:
PA
WProped 8_ X-�2�"
W
S—`
Gene'r'al No�eSo
CARRARA PARTNERSHIP � 1 ° Proposed development for phase I addition is as follows:
109°24 ACRES A) Add 913 Sq. Int° on to the existing building
Q5(586/486)[� Add a 20 drive thru lane around the west side of the building.
- <: �
Zoned C- c0) Add a V wide sidewalk at the Pear of the building with a 15° drive.
D) Relocate dumpeter ped to be used for both Ph I & Il development.
E) Relocate detention pond for Ph I as shown on
peg® GP2.
F) Irrigation system for Phase 1 is in place. Heads are to be removed and
&-186-66u (Add� � plugged in the drive thru area° The irrt ation valve located neer the exi nr=�'4���j�i'�� >�a.1�°aye. _ g existing
C� daumpater location is to be relocated 5ft to the west just outside of the
'`. proposed drive thru°
• r
f;
7
• _ • s,:>
2° `i'his property does not Ii® within the 1®0=y®ar flood plain ®lavation
_ s �,'according to Federal Emergency Management Agency (FEMA), Flood
y ---' vide 2-13OLF of 12" Dia. HDPE Pipe N _
_ _ _ _ 32, �, - ranee Rete (bhp (FIRM), Community Panel leo°
Insurance Q ) 1 100151 C Effective
'-_____ ----------------------------------_------_-_-_-_----- -- Dateo July 2, .2 1990
ffren
of drNe-thru windowr ;� R �+
E
set
25 r _
17. 48 55 U I %� - 3° Site B.M. Elev. = 315°43 , Sen. Sewer Manhole Top of Rim, located on
Existing Drive Super °°L�°°, Phase Il, Lot One ,, Block One.
<
Remove Curb and Tie
o
_------.__--- -_--
elevate n of
18
"
Ram 1 RCP
1
Into Existing Pavement
',
J
.�
-A
4° Building setback lines are to be as per City of College Station Unified
VI C I N IN MAP
h1U.Ul1l01°�. Lo
Larger
Remove Ramp
o
y�
Development Ordinance.
Super
a 12
d
o
- N.T.S. -
C
j o Relocoto
co
j 2
°
5This property is zoned C °
p ��Y
41-
Ph • 1
r-------------
�
(0
M
i .17 i O
1 I O�
� 1 � : �
m . � �•'
� �
Block One. Lot
I 23 I
O+
Dumpster to be Relocated
v
5° All utility services shall be underground.
I �
1e 1
9.1
_.
10
j 0 I
22
7° The contractor shall be responsible for the containment and proper
9
a
C"
d
dis l of all liquid and solid waste associated with this project. The
1
, ,
i-.
Concrete &Curb in
Proposed Island Area
contractor shall use all means necessary to prevent the occurrence of wind
.�
I i
8:
01
®±
blown Utter from.the project eke.
21 I
oCP
N
Q
111 201
`�: �/
I I
s
-p
3 To of curb elevation will 6W hi her than the t
.�.e
�, N p g ® pav®Prion
' 20 i r, �' _ unless otherwise stated.
Existing 6428 Sq. Ft. Building I I SetslB LR.
6 D
Site ph o �1 I 90 See irrigation notes. for Phase I l dei page SP 2° :
Z _ e Plan �
5 Block One Lot Once � ° o
It39�6/188)1 19
10. A variance is being requestedfor the sidewalk required along SH30° r�
Zoned C - CD I C O for
0
with P _W
Existing 45LF-18" RCP
FL=316.56-..M_ — — — — — —
Existing Drive
I�
IIS
W
aq
(I�
Ih
II
�r a�=oLv.ai
18
San. Sewer
Manhole,TMH=316.45
Ulmus crossifolia
2.1-3.4150
, I _ tJl c3`
Oo
2700
h1U.Ul1l01°�. Lo
Larger
3
0
:. �+
=
z
Super
o
C
j o Relocoto
j 2
� 1
i i o, �,
41-
Ph • 1
Tank
�
Irrigation Valve to be Relocated �
i .17 i O
1 I O�
� 1 � : �
m . � �•'
� �
Block One. Lot
r
Dumpster to be Relocated
I �
1e 1
9.1
_.
,One
Vol. 3988 Pg. 188
Remove Existing
1
Concrete &Curb in
Proposed Island Area
.�
I i
1.2 1 Acres
Do Not Enter Sign
with P _W
Existing 45LF-18" RCP
FL=316.56-..M_ — — — — — —
Existing Drive
I�
IIS
W
aq
(I�
Ih
II
�r a�=oLv.ai
'V `1
Non–Canopy
Tree
18
Drake Elm
Ulmus crossifolia
2.1-3.4150
40
2700
'V `1
Non–Canopy
Tree
OWNER / DEVELOPER:
Sam Trinh
P.O. Box 4650
'TA TE HIGHWAY NO, 301_11� 120 R. 0. W.
snurbs College Station, Texas 77805
Tel rte. -
epho • (979) 575 4545
(46 WIDE ASPHAL T PAVEMENT) 82 Elaeognus Elaeagnus ebbingei 5 Gol. 10 820
Speed Limit 40 MPH
LAN DSCAp ANALYSIS FOR pal 113
Total Landscaping Points Provided 3800
PROPOSED LANDSCAPING.
Landscape ReqWrements,
�+((� r30 points of
landscaping per 1.000 Sq Ft. of site area are required. Canopy Caliper Points Total
DA_ f 1f0n �� n n A 0��Io o �J�7®� C�. I! t,. mf cQit.� bSlrl�a � Q�® p®iriW/ il.®®® �4°u-t:° �itlr MU -ca)
Tree Quantity Common Name Botanical Nome Size in. per Tree Points
((�C�! (j -a CEJ 1.581. Pts Required
For Retail Center Zoned C-1
oltN
°
2
Crape Myrtle
Logerstroemia indica
1.25
40
280
Larger
OWNER / DEVELOPER:
Sam Trinh
P.O. Box 4650
'TA TE HIGHWAY NO, 301_11� 120 R. 0. W.
snurbs College Station, Texas 77805
Tel rte. -
epho • (979) 575 4545
(46 WIDE ASPHAL T PAVEMENT) 82 Elaeognus Elaeagnus ebbingei 5 Gol. 10 820
Speed Limit 40 MPH
LAN DSCAp ANALYSIS FOR pal 113
Total Landscaping Points Provided 3800
PROPOSED LANDSCAPING.
Landscape ReqWrements,
�+((� r30 points of
landscaping per 1.000 Sq Ft. of site area are required. Canopy Caliper Points Total
DA_ f 1f0n �� n n A 0��Io o �J�7®� C�. I! t,. mf cQit.� bSlrl�a � Q�® p®iriW/ il.®®® �4°u-t:° �itlr MU -ca)
Tree Quantity Common Name Botanical Nome Size in. per Tree Points
((�C�! (j -a CEJ 1.581. Pts Required
For Retail Center Zoned C-1
oltN
°
2
Drake Elm
Ulmus crassifolia
2.1-3.4
150
300
add000nM o Non–Canopy
Lands a � � o � o oS.
n Tree
clil----mil 3(�)- I��ncisc�il•�inc•} I•�c.�inL, �ir� ic-�a�iiirel (c.)r v-ry 5��)' r•�( 1o: -a (rant �c)c.
' 91�; Scl. 1=t. Prc•�}��:�s�'cl I:c<<�il Exl•���nsic.�n Ar���i ; ?5(i) Scl. f=t. = �.��1 SI»ci:�s (Z�t�.�)�I)' % 5C�)) �(�)(�)I.�t� --•� 1�G�1 /�cicliic.�n�al Pc.�in}�; �:-�cy�iil-�:cl.
Total Parking Spaces Required rel JU Spaces
46 Parking Spaces Provided
Standard + Z Handicap Parl:inc Spiccs Provided
g
Crape Myrtle
Logerstroemia indica
1.25
Larger
40
360
140
QG(/5o®®' 15 3®®n14.e�ow.ILW/-9® AdWit,i®nal P®intw� Wp-WllbUim-d° Shurbs
Total Landscaping Points Required= 1581 F'(s ; 1361 1 Ply )- 1650 (1) Pts -- 4592 Plti
-folil Landscaping Points Provicicl= 3800 f"1 -i 80(1) PLti = 4600 Pis
O14
Elaeagnus
Eloeognus ebbingei
5 Gal.
10
140
Total Landscaping Points Provided 800
Z CARRARA PARTNERSHIP
_J109.24ACRES
Tg=314.50
���®���
Tg-310.80 ) Tg-311.80 Bottom of Toe -312.50
Bottom ofToe-308.80 Zoned C -I Bottom ofToe-309.80 Tp -TC -316.65
6.15
IIII.�, Tc -315.66 TC -316.20
It- Tp-Twall-315.16 Tp-Twell-315.70
&nd.1R" LR.See Retaining Wall Detell for Drive-Thru Area
__%7
xr
- - Flout- 12
--------- _ _
T 38 ---
--
at Property Line
CHAIN LINK FENCE
- --slope-1:54%-
n es
3000 PSI 28 -Day Strength
ETC-3iE6
--
----
TC-314.40
C-3 48
- Te into Ews ing
ETP-Sf6,
FL Trench -313.00
FA&1/2"iR.
ri
w
,
Bottom of Footing
68'
BAR GRATING
° C - GALVANIZED STEEL (PHX)
s
• B -STAINLESS STEEL
• C - HD POLYETHYLENE
• D - POLYPROPYLENE a SC - STAINLESS STEEL SCREEN
FL Trench -313.
3
CURB
p�
Both ways
-313.90 90
Tc -314.40
-E - FIBERGLASS ° BD - BOLT DOWN GRATE/COVER
-Z - NONE ° VP - VANDAL PROOF
3
Tc -314.40
a
COVER/GRATE STYLE
Building
FRAME/BASIN STYLE OPTIONS
I Max Slope 196
rn
.O'goo
r
Top of Pavement
Twalk-314.46-
/•:,�:ai
Slab F 1 F=37 .00
..or =,=
"-
-13 �-D�18.HDPE
Existing FF Elevation - 317
Be in Retainin 9 W 6' 9"Thick RCP O All C --:,4C--:,49 a II
I DETAIL FOR RETAINING WALL Al 20 DRIVE-THRU
I 1KD�o
Lot
j Tp -316.40
Block One Lot OngTc-316.90 1
(3986/188) 4 y � � r �'
o i I ZZOned C-1
2=, �s a' a Tp -314.39 �fi Q
'r-. h. ` r ;-314.89 r I
n:..
TC x15.00' 1
\art Existing 6428 Sq. Ft. Building I I Saw
L pU h. I
Block One Loot
Z
Electri Bo g 1 I 1
TP= 1 (J986/�88) I I
5 San. Sewer
Manhole,TMH=316.45 I I c
d 1 1
K i i i t-3. Z
1
400 % Propane
Irrigation Valve to be Relocated j j -
Dumpster to be Relocated V
1
Remove Existing
µ Concrete & Curb in
-' -a Proposed Island Area I
K
Do Not Enter Si " d _
(�
H - T;®3 6.89
1
.30 ETp 316.39 -
z 316 ,
w.
v
q
v
.---.-
10Public Utility Easement
Fad. Cow-
Now
r Pla 68 188
1 SCOTT �UpVEYe A-4
_
j.W.
1.
r
h
4t .L
e�
u'!u •Yl:' :
2
m y
D"C
lam" a
+:p:• '?.S'let??:::°:;;:.: J Cat'
aaa::r••rs .r •
•fid
i.
r. h •
r'r ,
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T.
UAI
1 I
r7 i„
L
16'
NO
�r . D T
Proposed 5 81, LEL S 4702 7" W 8.97' De%d1C111100 1 11 1111
____---
FM Ise
PROJECT LOCATION s
60
5
14
5�
G�
W W
Existing 45LF-18" RCP F =3 6.91
FL=316.56
LOAD RATING
FABRICATED TRENCH MODEL NUMBER
- P - PEDESTRIAN DUTY BASIN & FRAME
Existing Drive o XEAAH(H20) MODEL NUMBER: TG -X X XXX XX XX
FL=3�. -RVYDUTY (H40)
COVER/GRATE STYLE IOMONS
SLOPE FRAME STYLE LENGTH (L) In
BASIN STYLE WIDTH rrwl in
\
at Property Line
CHAIN LINK FENCE
n es
3000 PSI 28 -Day Strength
ETC-3iE6
Top of wall
- Te into Ews ing
ETP-Sf6,
Existing Drive
FA&1/2"iR.
• A - GALVANIZED STEEL
(Twall)
(�
Bottom of Footing
#5 Bars ® 12"O.C.
BAR GRATING
° C - GALVANIZED STEEL (PHX)
:
• B -STAINLESS STEEL
• C - HD POLYETHYLENE
• D - POLYPROPYLENE a SC - STAINLESS STEEL SCREEN
n
6" RAISED
CURB
p�
Both ways
19'-5"
-E - FIBERGLASS ° BD - BOLT DOWN GRATE/COVER
-Z - NONE ° VP - VANDAL PROOF
Plug Drain
-
21
COVER/GRATE STYLE
Building
FRAME/BASIN STYLE OPTIONS
�^
rn
.O'goo
Top of Pavement
Slab F 1 F=37 .00
"-
Allowable
Construction Joint
r
IT
4 . o
° ' '
(p
:;.: ;.:•.:•
'• :•'•. t'
4" Wee
Granular Material shall the sand :which is free of
6" Thick
Layer of
Place 1/2" Dowel Bars
detrimental quantities' of clay,' debris, or organic
1 I
1
Holes 1O' O.C.
_
Granular
Material
0 5' O.C.
Moisture
Barrier
N
Heavy 90 Asphalt Felt
Y ( #) P
9
1
O
Top of ground
.: Fabric
_ ..
Gro'-�nd
- Screen
Wire
j
,.
18 Toe wall
I DETAIL FOR RETAINING WALL Al 20 DRIVE-THRU
I 1KD�o
Lot
j Tp -316.40
Block One Lot OngTc-316.90 1
(3986/188) 4 y � � r �'
o i I ZZOned C-1
2=, �s a' a Tp -314.39 �fi Q
'r-. h. ` r ;-314.89 r I
n:..
TC x15.00' 1
\art Existing 6428 Sq. Ft. Building I I Saw
L pU h. I
Block One Loot
Z
Electri Bo g 1 I 1
TP= 1 (J986/�88) I I
5 San. Sewer
Manhole,TMH=316.45 I I c
d 1 1
K i i i t-3. Z
1
400 % Propane
Irrigation Valve to be Relocated j j -
Dumpster to be Relocated V
1
Remove Existing
µ Concrete & Curb in
-' -a Proposed Island Area I
K
Do Not Enter Si " d _
(�
H - T;®3 6.89
1
.30 ETp 316.39 -
z 316 ,
w.
v
q
v
.---.-
10Public Utility Easement
Fad. Cow-
Now
r Pla 68 188
1 SCOTT �UpVEYe A-4
_
j.W.
1.
r
h
4t .L
e�
u'!u •Yl:' :
2
m y
D"C
lam" a
+:p:• '?.S'let??:::°:;;:.: J Cat'
aaa::r••rs .r •
•fid
i.
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r'r ,
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16'
NO
�r . D T
Proposed 5 81, LEL S 4702 7" W 8.97' De%d1C111100 1 11 1111
____---
FM Ise
PROJECT LOCATION s
60
5
14
5�
G�
W W
Existing 45LF-18" RCP F =3 6.91
FL=316.56
LOAD RATING
FABRICATED TRENCH MODEL NUMBER
- P - PEDESTRIAN DUTY BASIN & FRAME
Existing Drive o XEAAH(H20) MODEL NUMBER: TG -X X XXX XX XX
FL=3�. -RVYDUTY (H40)
COVER/GRATE STYLE IOMONS
SLOPE FRAME STYLE LENGTH (L) In
BASIN STYLE WIDTH rrwl in
STA TE HI(_7'HWA)1 1V0. 30� 12 R. 0. W.
2' . Toe wall
oSe Ded3 t
ETC-3iE6
�i
- Te into Ews ing
ETP-Sf6,
Existing Drive
- Pavement Remove
�-
Remove "RCP ExlstlngTop of 138LF of Curb
• A - GALVANIZED STEEL
t
11p2
(�
Bottom of Footing
Drain -315.05
BAR GRATING
° C - GALVANIZED STEEL (PHX)
:
• B -STAINLESS STEEL
• C - HD POLYETHYLENE
• D - POLYPROPYLENE a SC - STAINLESS STEEL SCREEN
n
v8 FLoutTrCnch=314.05
p�
° D - STAINLESS STEEL (PH)
o E _FIBERGLASS (P)
19'-5"
-E - FIBERGLASS ° BD - BOLT DOWN GRATE/COVER
-Z - NONE ° VP - VANDAL PROOF
Plug Drain
-
21
COVER/GRATE STYLE
and Match Existing
FRAME/BASIN STYLE OPTIONS
�^
rn
.O'goo
Top of Pavement
-------------�
(p
Place Expansion Joints Every 25'.
Granular Material shall the sand :which is free of
detrimental quantities' of clay,' debris, or organic
1 I
1
_
material:
I DETAIL FOR RETAINING WALL Al 20 DRIVE-THRU
I 1KD�o
Lot
j Tp -316.40
Block One Lot OngTc-316.90 1
(3986/188) 4 y � � r �'
o i I ZZOned C-1
2=, �s a' a Tp -314.39 �fi Q
'r-. h. ` r ;-314.89 r I
n:..
TC x15.00' 1
\art Existing 6428 Sq. Ft. Building I I Saw
L pU h. I
Block One Loot
Z
Electri Bo g 1 I 1
TP= 1 (J986/�88) I I
5 San. Sewer
Manhole,TMH=316.45 I I c
d 1 1
K i i i t-3. Z
1
400 % Propane
Irrigation Valve to be Relocated j j -
Dumpster to be Relocated V
1
Remove Existing
µ Concrete & Curb in
-' -a Proposed Island Area I
K
Do Not Enter Si " d _
(�
H - T;®3 6.89
1
.30 ETp 316.39 -
z 316 ,
w.
v
q
v
.---.-
10Public Utility Easement
Fad. Cow-
Now
r Pla 68 188
1 SCOTT �UpVEYe A-4
_
j.W.
1.
r
h
4t .L
e�
u'!u •Yl:' :
2
m y
D"C
lam" a
+:p:• '?.S'let??:::°:;;:.: J Cat'
aaa::r••rs .r •
•fid
i.
r. h •
r'r ,
.r .-
T.
UAI
1 I
r7 i„
L
16'
NO
�r . D T
Proposed 5 81, LEL S 4702 7" W 8.97' De%d1C111100 1 11 1111
____---
FM Ise
PROJECT LOCATION s
60
5
14
5�
G�
W W
Existing 45LF-18" RCP F =3 6.91
FL=316.56
LOAD RATING
FABRICATED TRENCH MODEL NUMBER
- P - PEDESTRIAN DUTY BASIN & FRAME
Existing Drive o XEAAH(H20) MODEL NUMBER: TG -X X XXX XX XX
FL=3�. -RVYDUTY (H40)
COVER/GRATE STYLE IOMONS
SLOPE FRAME STYLE LENGTH (L) In
BASIN STYLE WIDTH rrwl in
cn
NOTE:
EXPANSION JOINTS IN CURB & GUTTER SHALL BE
SPACED AT A MAXIMUM DISTANCE OF 60 APART �- VARI
AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S: __ _
TYPE "B" CONTRACTION JOINTS IN CURB & 6 MIN E----��---�
GUTTER SHALL BE SPACED AT A MAXIMUM OPTIONAL SS
I I
DISTANCE OF 10' APART. SCREEN WITH i i VARIES VARIES
_ROVES LIFT -OUT HANDLES
24 27 :SLOPE -}-
..�:��� 1/4" R 6" 15;r --1-
BOTTOM PIPE CONNECTIONj7-+I I
END PIPE CONNECTION PIPE CONNECTION
SIDE VM END VIB1f
1"
1/4 R Sir SECTIONAL TRENCH
GRATING OR 'COVER
120.
II ��
I
_ STEEL ANCHOR _\ `\
CLASS " A" CONC (28 DAY STRENGHTN421
-40Q0 ; PS IJ EMBED (TYP) i� :;: CONCRETE TRENCH
(BY OTHERS)
W/#4 BARS CONT I NU�US AND 3" CLEAR TYPr �''� � ���
ravement .r TRENCH BASIN
M' :,....
HANDMAID RAM
U' U� D ��L/-U� � ��� � '►. AND FRAME
(N.T.S.) TYpRICQL C U RP & G UTT- E 3 SEC THON
pIMASE H & HE DETAH ,S N. TI S: )
Q Park 2002
PARK 800256-8041
ENVIRONMENTAL EQUIPMENT wwwpark- USA,.cam
0"Expecott the a(se t0,
PREFABRICATED TRENCH SYSTEM
MODEL TG
SCALE NONE U' NO. REV.
DAME 01/05 TG -5 A
VICINITY MAP
- N.T.S. -
SWeo 1" _ 20'
Grading Plan
for
Addition to
Super "B"
Ph. 1
ck
One..
....Lot
One
Vol. 3986 Pg.
188
1.21 Acres
And
Super
B
Ph. 2
Block One Lot One
Vol. 3644 Pg. 256
1.88 Acres
J W Scott, A-49
College Station,
Brazos County, Texas
OWNER f DEVELOPER:
Sam Trinh
P.O. Box 4650
College Station, Texas 77805
Telephone: (979) 575-4545
STA TE HI(_7'HWA)1 1V0. 30� 12 R. 0. W.
�i
(46' WIDE ASPHAL T PA I/EMEIVT>
• A - GALVANIZED STEEL
(�
)
Speed Limit 4 C! MPH
GRATING
° A - CAST IRON (PHX)
BAR GRATING
° C - GALVANIZED STEEL (PHX)
SOLID COVER
• F - GALVANIZED STEEL (PHX)
• B -STAINLESS STEEL
• C - HD POLYETHYLENE
• D - POLYPROPYLENE a SC - STAINLESS STEEL SCREEN
n
. B - DUCTILE IRON (PHX)
• Z -NONE
° D - STAINLESS STEEL (PH)
o E _FIBERGLASS (P)
- G - STAINLESS STEEL (PH)
• H - FIBERGLASS (P)
-E - FIBERGLASS ° BD - BOLT DOWN GRATE/COVER
-Z - NONE ° VP - VANDAL PROOF
-
COVER/GRATE STYLE
FRAME/BASIN STYLE OPTIONS
cn
NOTE:
EXPANSION JOINTS IN CURB & GUTTER SHALL BE
SPACED AT A MAXIMUM DISTANCE OF 60 APART �- VARI
AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S: __ _
TYPE "B" CONTRACTION JOINTS IN CURB & 6 MIN E----��---�
GUTTER SHALL BE SPACED AT A MAXIMUM OPTIONAL SS
I I
DISTANCE OF 10' APART. SCREEN WITH i i VARIES VARIES
_ROVES LIFT -OUT HANDLES
24 27 :SLOPE -}-
..�:��� 1/4" R 6" 15;r --1-
BOTTOM PIPE CONNECTIONj7-+I I
END PIPE CONNECTION PIPE CONNECTION
SIDE VM END VIB1f
1"
1/4 R Sir SECTIONAL TRENCH
GRATING OR 'COVER
120.
II ��
I
_ STEEL ANCHOR _\ `\
CLASS " A" CONC (28 DAY STRENGHTN421
-40Q0 ; PS IJ EMBED (TYP) i� :;: CONCRETE TRENCH
(BY OTHERS)
W/#4 BARS CONT I NU�US AND 3" CLEAR TYPr �''� � ���
ravement .r TRENCH BASIN
M' :,....
HANDMAID RAM
U' U� D ��L/-U� � ��� � '►. AND FRAME
(N.T.S.) TYpRICQL C U RP & G UTT- E 3 SEC THON
pIMASE H & HE DETAH ,S N. TI S: )
Q Park 2002
PARK 800256-8041
ENVIRONMENTAL EQUIPMENT wwwpark- USA,.cam
0"Expecott the a(se t0,
PREFABRICATED TRENCH SYSTEM
MODEL TG
SCALE NONE U' NO. REV.
DAME 01/05 TG -5 A
VICINITY MAP
- N.T.S. -
SWeo 1" _ 20'
Grading Plan
for
Addition to
Super "B"
Ph. 1
ck
One..
....Lot
One
Vol. 3986 Pg.
188
1.21 Acres
And
Super
B
Ph. 2
Block One Lot One
Vol. 3644 Pg. 256
1.88 Acres
J W Scott, A-49
College Station,
Brazos County, Texas
OWNER f DEVELOPER:
Sam Trinh
P.O. Box 4650
College Station, Texas 77805
Telephone: (979) 575-4545
\ % -
'PA' i
CAR1-,7A'7A (''AF:ME''SN f F'
109.24 ACRES
(586/486)
Zoned C:-1
_
-3-� 'has
Y Tc131252I ie'Z-A I� I I
70.311.79 ►�
tiope•0.6%TP411.80 ii.9z 3u.00
Z
-
N 44009014" CCS=003.71' (Dasa) �
�I 7���l) 7w-312:50
��®d6�°��0° �" 0° QATp-310.00 ----------------_ _ _
-
-
----- ---
--------------
-------- PRO
DETENTION AREA A
Concse Tnec k
WashoQA Area
loll o 1"11. 1 i 11 lig I-
314.
,1.57
TC•313.07
TP-312.18------Tc-312.46
Grading Plan
.2.07
Tp®311.9970-312.94
for
0
-31 .62
Tp -312.98
-3 1.67
Tp -31 .09
To -313.48
TO 312.93
G' T 313. Ca<
C- 3 2.
Tc -3 59
.�
Ph. 1
1 .80
0-31 .40 ~
T0-313.42
TP 3 312.53
31 90
To -313.92
313.42 Slope- 6% !;31#
_
- - -
__ _
- - - - - - --- - --- --
_
- 313.85 - --
- ----=- -= -- - - ----- - --
J �
q w` t
Reference Bearing and Distance
to city of CoUege Station Mon.-
Marker
o n.Marker #126 N 60033'07°' IE - ��►�'
6257.12
Fnd.1/2" 1.]E�
Proposed 66LF-30"HDPE(ADS-N 12)
FLElev.=314.65 w
7SURVEY A-49
I.W. SCOT
O'11ARIlYa KEGWNg r
L
Match Existing
Top of Pavement
Elevation =319.19
0
Ph 1
3986/189)
Zoned C-1
7- WIN
F/�_��"_
u` �• •r% a •: _ •
'�'l��� - ,: `•'� - 1 iii �•� �`
'
• Z
F� rse
PROJECT LOCATION s
6�
,y0
VJ,
9
VI C I N ITY MAP
- N.T.S. -
wee 1" = 201
0
Grading Plan
for
0
Addition to
Super "B"
Ph. 1
Block One Lot One
Vol. _3986 Pg. 188
1.21 Acres
And
Super "B"
Ph. 2
Block One Lot One
Vol. 3644 Pg. 256
1.88 Acres
Iry
J W aScott, A-49
College Station,
Brazos County' Texas
P
�
OWNER f DEVELOPER:
pp
M
Sam Trinh
P.O. Box 4650
College Station, Texas 77805
Telephone: (979) 575-4545