HomeMy WebLinkAboutDrawings.HMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 272.58
4" High White Lettering
4" High Red Stripe
FIRE LANE -NO PARKING-TOWAWAY ZONE
V
*4� All curbs and curb ends designated as
LJ I % firelones on plans shall be painted red
R, BLOCK 2, 0`3 with four (4) inch white lettering stating
C11
DINE ESTATES C� I "FIRE I ANE—NO PARKING—TOW AWAY ZONE"
FIRE LANE I
DIIIESIIIGNATED�
PARKING
ONLY
0)
K, EDWARD M Wording may not be spaced for more than 18" x 12"
CLAUDIA F fifteen (15) feet apart. See Ordinance for
17 additional Information
IING: R V 's, on companion TOW AWAY sign
0
0,
FIRE LANE SIC
FIRE LANE STRIPING DETAIL
'X
W
X
3/4 INCH IRON`
%
ROrU FOUND
%
% %
<
xl�
%
0
%
38.375"
---I �-, MOUNT
2 3/8"
MODEL NUMBER
OF BICYCLES
RACK LENGTH
RB 05
5
38.375"
VICINIT
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40 SCALE:'. T.
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
.RIBBON BIKE RACK DETAIL
GENERAL CONSTRUCTION NOTES:
NTS 1., It shall be the responsibility of the Contractor to verify the exact location of
__ 1, %. - - . I \ ALL existing underground utilities. Furthermore, the Contractor snall contact all
X
utility cpmpany representatives a minimum of 48 hours in advance of any
25' CITY OF COLLEGE
STATION ELECTRICAL excavation.
NE ESTATES
___P�:�EASEMENT (417/859) 6'
BLOCK 2,
2,1\
a. Contact Dig Tess @ 1-800-344-8377
-2506
-IG-6 IC�FETE %CHT
_JAY
ANCES Z 3" b. Contact Kimberly Winn @ ATMOS 774 -2229
NG: R-1 Lot 3 C. Contact Mike Lavender @ Suddenlink 846 -3660
OF WA�(
UM�1141T Ex,�-Storrn d. Contact Gilbert Martinez * College Station Electrical 764
DIOCK I FOU14D Drai�.
0.630 Acres
7'
--Ptii d�afl,
V.
-S262 Earl Rudder
Freeway South 26-9—
(J1 'Ben0m` ark:
CRnb�r
ine o ner Pohcr6te \Headwall\
356�095.55.
(D
E)t.--C r 10203,82Q.62, ew,
'EIiiiy=`,\272.58
20' PUBLIC
y
'ILITY EASEMENT
Cn
0 (D CALCULATED 1 00 -YR WATER
(428/882)
CT SURFACE (PRE=POST
DEVELOPMENT) 0
_7
Center- Line of -9" RG'P &,TFALI�
.00e
-'-E Creek 4.
EX. -
MANHOLE' 27.- 0
30 ou
DP
0
6_SS_
................
P1 'UND D
1�h ER GROUN
DETENTION AREA
g
"7
'N
Z,
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q
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1C,0 <d
J, S) N
25' CITY OF COLLEGE -1
X
�0' Exist IxDuI
�`T
A, Nffg�,
�o
SIAJION PUBLIC UTILITY
UyIIL FUI�
EASEMENT (876/34) 6'x.y Ylll",*,_it�",
(to remain)
3/4 INCH IRON
upn 2�
s
/0,
V
FOUND closure\
Variable width
ROD
PCivate Access,
Parking, D, ai, age, S
and Utility TREE
\�__7 011 IER
Ex
Easeme
VEGETNTION
Overh'ead IQ, -
P a
REM
%
WN,"',
Electric nq�- §,/ 1111111.�
/AIN
p rox.
2,11"
UNDI$1 UN13ED
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location)
BLO 2, Ot'
Prop.
g
f��!�t7,x �
-s
"N' S.E.T.
M
C)
THOMA It
6"'o "N"""G
g",
& LANCE -7'%
LI I�S)
2" Irrigati 01R g 46' ccif 18" RC
)ELL
'N
ARM
qlgg� i'
�G: R Sleeve
Fire Lane
Ex. 8" Sanitary
`12 '111'sl
Sewe I\TREES & ifin'
U I HtN
(approx. location)
2" PVC DOMES
5.1AHUN TIC
A,
SERVICE WATER
,REMAIN
5SK
)NTRACTOR SHALL USE NDISTORBED\
kLL TRENCHER IN THIS ;vgv EX
Electricalf. N
AREA TO MINIMIZE
a
DISTURBANCE. Prunury I
icar-
ABSOLUTELY NO LARGE (2 flectr, Electrical
68 T�ansfcirmer
EQUIPMENT.IN THIS AREAl A"N
--_EL�ctricq1C Conduit
PPd
2
.. . .. . ........... .
--A
\R %
M
-0tkk,
V.. ... . . . . ..........
1/2 IN _N
7,
ROD F� 1,3
J,
2
STONE/STUCCO SIGN
TO BE PERMITTED
PVC
its for SEPARATELY
(x2) &
nk (xl), Ex.
Sleeve
lury, Power CC) 15' PUBLIC Electric 1 2" Irrigati
ich. UTILI 9
91ec ri a Sleeve
Elbow up S EASEM_
WE
ends. .�D Ond
q
"qYN v
(10780/11) C u t
lip> 1134
w
,1
C
Ip 0.
Prop. 4"
3, BLOCK 2, '3uflILUTY
'D
DINE ESTATES Sewer
LANCE E & Service Liine
TREES &
QTHER
"A"k X-1111 VE
�RLENE L
qING: R G�TATION'
Z_
REMAIN
TREE$ &
OTHER 11\_�UN�QISTO�aED
qT
L
VEGETATION,
0
REMAIN
2 M
............. ......... . ..................... 11 j... ........................................... I .
Ex. *B� Waterline
-7 -dNDTST9RQED
.......... ...........................
7.5' S
(Op rox.\Ioca
ide Setbaqi<
ti n) M i .___ 1 11
lm� ir�
t
308.99'
5. 8 IN 10" H I R, 0 1\1 N 4\7.19'46" W 6 xW "1 0-0 0-0-0
L —0-0
WL
_wL__7MPRI0�X(5LE
Trash Can —o 0
20'\' P LIC 0�11�ITY AP En I closure
'EA�EM (1 0io /4�7) Install 1-1"
I I - .. LOCATION) 20' PUBLIC
8 -SS --o 8 cgs UTILITY Irrigation Water
Meter & Meter
10' ELECTRICAL EASEMENT
EASEMENT -z_- (1030/457) Box LOT 2, BLOCK B, HANEY HIGHWAY SIX
(1030/457) LOT 1, BLOCK B, HANEY HIGHWAY SIX U1 METRO MINI STORAGE/
GREENBELT 30' PUBLIC ACCESS 15' in Ex. 8" Sanitary Sewer COLLEGE STATION LTD
10,� RESERVE. EASEMENT METRO MINI STORAGE/ (approx. location) ZONING: PIDD
COLLEGE STATION LTD
(1030/457)
ZONING: PDID
Tor ine engineer s llfflt! bpeFIL FUVR�VVIIIY WfullYWO U11%J I VUVQ1Y11111,J
contractors requests.
FOR USE WITH CONCRETE PAVEMENT OR APRON 4. Trench Safety Requirements shall be in occordance with O.S.H.A. Standard 29
�irements, see Sheet S3 for details.
NOT A SEPARATE PAY ITEM CFR Part 1926 Subpart P. For general requ
NTS 5. TRENCHING AND BACKFILLING: All trench ng and backfilling shall conform to
the specifications set out herein. Testing siall be provided by a certified
these standards. Any retesting due
laboratory, at the Owner's expense, to verifyi
to substandard work shall be at the expense of the Contractor. Structural areas
24" shall include all sidewalks and shall extend �' beyond the curb lines of all streets,
alleys a nd parking areas.
(min) 6. It js the responsibility of the contractor��to comply. with all State and Federal
Regulatibris regarding construction activities near energized overhead power lines.
Additionally, the contractor shall coordinate 11 proposed work and procedures with
the City of C.S. Electrical Division.
Tci #4 Bars @ 15" O.C.E.W.
Area SF
Ji
-:3404 +
2876 =
subsidiary to the item in which it is used. / 11 materials and equipment shall be
Req'd
_P
07:4000 Sl C t,,,
both furnished and installed -unless other ise noted.
o,
Parking
8. The Contractor must provide constructioi �staking from the information provide
Total
Parking
V/
Spaces
X/ XIOXIO \6"
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
10. Trenches may be left open overnight if �roperly barricaded.
Lime Stabilized Subgrade
<3
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems and ny
Separate items. The Price the
-0
A NTS
SITE
Ix -7,
JOEL J. MITCHELL
X
STANDA" CONCRETE PAVEMENT IL
12. The contractor shall coordinate with Sulddenlink Communications, Atmos
Energy,� and Verizon to adjust the location of existing facilities.
%
-T,
V
Z) C
0 2,cn 34
NTS
X
Cf)
0
METRO
STORAG
view or isolated so as not to be visible fror' any public right-of-way or
VIA
C0
LEGEND
BURGER\
KING
above nrade Such screenina shall be coordinated with the building architecture,
04 C
.0
C) 0
ONGM <
0
-4 /2, INCH IRON
�X
ROD FOUND
VICINIT
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40 SCALE:'. T.
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
.RIBBON BIKE RACK DETAIL
GENERAL CONSTRUCTION NOTES:
NTS 1., It shall be the responsibility of the Contractor to verify the exact location of
__ 1, %. - - . I \ ALL existing underground utilities. Furthermore, the Contractor snall contact all
X
utility cpmpany representatives a minimum of 48 hours in advance of any
25' CITY OF COLLEGE
STATION ELECTRICAL excavation.
NE ESTATES
___P�:�EASEMENT (417/859) 6'
BLOCK 2,
2,1\
a. Contact Dig Tess @ 1-800-344-8377
-2506
-IG-6 IC�FETE %CHT
_JAY
ANCES Z 3" b. Contact Kimberly Winn @ ATMOS 774 -2229
NG: R-1 Lot 3 C. Contact Mike Lavender @ Suddenlink 846 -3660
OF WA�(
UM�1141T Ex,�-Storrn d. Contact Gilbert Martinez * College Station Electrical 764
DIOCK I FOU14D Drai�.
0.630 Acres
7'
--Ptii d�afl,
V.
-S262 Earl Rudder
Freeway South 26-9—
(J1 'Ben0m` ark:
CRnb�r
ine o ner Pohcr6te \Headwall\
356�095.55.
(D
E)t.--C r 10203,82Q.62, ew,
'EIiiiy=`,\272.58
20' PUBLIC
y
'ILITY EASEMENT
Cn
0 (D CALCULATED 1 00 -YR WATER
(428/882)
CT SURFACE (PRE=POST
DEVELOPMENT) 0
_7
Center- Line of -9" RG'P &,TFALI�
.00e
-'-E Creek 4.
EX. -
MANHOLE' 27.- 0
30 ou
DP
0
6_SS_
................
P1 'UND D
1�h ER GROUN
DETENTION AREA
g
"7
'N
Z,
N. -
q
�iggg "a
1C,0 <d
J, S) N
25' CITY OF COLLEGE -1
X
�0' Exist IxDuI
�`T
A, Nffg�,
�o
SIAJION PUBLIC UTILITY
UyIIL FUI�
EASEMENT (876/34) 6'x.y Ylll",*,_it�",
(to remain)
3/4 INCH IRON
upn 2�
s
/0,
V
FOUND closure\
Variable width
ROD
PCivate Access,
Parking, D, ai, age, S
and Utility TREE
\�__7 011 IER
Ex
Easeme
VEGETNTION
Overh'ead IQ, -
P a
REM
%
WN,"',
Electric nq�- §,/ 1111111.�
/AIN
p rox.
2,11"
UNDI$1 UN13ED
%
location)
BLO 2, Ot'
Prop.
g
f��!�t7,x �
-s
"N' S.E.T.
M
C)
THOMA It
6"'o "N"""G
g",
& LANCE -7'%
LI I�S)
2" Irrigati 01R g 46' ccif 18" RC
)ELL
'N
ARM
qlgg� i'
�G: R Sleeve
Fire Lane
Ex. 8" Sanitary
`12 '111'sl
Sewe I\TREES & ifin'
U I HtN
(approx. location)
2" PVC DOMES
5.1AHUN TIC
A,
SERVICE WATER
,REMAIN
5SK
)NTRACTOR SHALL USE NDISTORBED\
kLL TRENCHER IN THIS ;vgv EX
Electricalf. N
AREA TO MINIMIZE
a
DISTURBANCE. Prunury I
icar-
ABSOLUTELY NO LARGE (2 flectr, Electrical
68 T�ansfcirmer
EQUIPMENT.IN THIS AREAl A"N
--_EL�ctricq1C Conduit
PPd
2
.. . .. . ........... .
--A
\R %
M
-0tkk,
V.. ... . . . . ..........
1/2 IN _N
7,
ROD F� 1,3
J,
2
STONE/STUCCO SIGN
TO BE PERMITTED
PVC
its for SEPARATELY
(x2) &
nk (xl), Ex.
Sleeve
lury, Power CC) 15' PUBLIC Electric 1 2" Irrigati
ich. UTILI 9
91ec ri a Sleeve
Elbow up S EASEM_
WE
ends. .�D Ond
q
"qYN v
(10780/11) C u t
lip> 1134
w
,1
C
Ip 0.
Prop. 4"
3, BLOCK 2, '3uflILUTY
'D
DINE ESTATES Sewer
LANCE E & Service Liine
TREES &
QTHER
"A"k X-1111 VE
�RLENE L
qING: R G�TATION'
Z_
REMAIN
TREE$ &
OTHER 11\_�UN�QISTO�aED
qT
L
VEGETATION,
0
REMAIN
2 M
............. ......... . ..................... 11 j... ........................................... I .
Ex. *B� Waterline
-7 -dNDTST9RQED
.......... ...........................
7.5' S
(Op rox.\Ioca
ide Setbaqi<
ti n) M i .___ 1 11
lm� ir�
t
308.99'
5. 8 IN 10" H I R, 0 1\1 N 4\7.19'46" W 6 xW "1 0-0 0-0-0
L —0-0
WL
_wL__7MPRI0�X(5LE
Trash Can —o 0
20'\' P LIC 0�11�ITY AP En I closure
'EA�EM (1 0io /4�7) Install 1-1"
I I - .. LOCATION) 20' PUBLIC
8 -SS --o 8 cgs UTILITY Irrigation Water
Meter & Meter
10' ELECTRICAL EASEMENT
EASEMENT -z_- (1030/457) Box LOT 2, BLOCK B, HANEY HIGHWAY SIX
(1030/457) LOT 1, BLOCK B, HANEY HIGHWAY SIX U1 METRO MINI STORAGE/
GREENBELT 30' PUBLIC ACCESS 15' in Ex. 8" Sanitary Sewer COLLEGE STATION LTD
10,� RESERVE. EASEMENT METRO MINI STORAGE/ (approx. location) ZONING: PIDD
COLLEGE STATION LTD
(1030/457)
ZONING: PDID
Tor ine engineer s llfflt! bpeFIL FUVR�VVIIIY WfullYWO U11%J I VUVQ1Y11111,J
contractors requests.
FOR USE WITH CONCRETE PAVEMENT OR APRON 4. Trench Safety Requirements shall be in occordance with O.S.H.A. Standard 29
�irements, see Sheet S3 for details.
NOT A SEPARATE PAY ITEM CFR Part 1926 Subpart P. For general requ
NTS 5. TRENCHING AND BACKFILLING: All trench ng and backfilling shall conform to
the specifications set out herein. Testing siall be provided by a certified
these standards. Any retesting due
laboratory, at the Owner's expense, to verifyi
to substandard work shall be at the expense of the Contractor. Structural areas
24" shall include all sidewalks and shall extend �' beyond the curb lines of all streets,
alleys a nd parking areas.
(min) 6. It js the responsibility of the contractor��to comply. with all State and Federal
Regulatibris regarding construction activities near energized overhead power lines.
Additionally, the contractor shall coordinate 11 proposed work and procedures with
the City of C.S. Electrical Division.
Tci #4 Bars @ 15" O.C.E.W.
_0 X -7L
Point #1 C)
X= 3568092.6.
Y= 10203634., 101
Z 1 Ots. 73 0
J nail
Concrete
Dad for
anitation
Rollout
Ex. TxDOT
qi n (fn
materials, colors, and scale to maintain a u iffied appearance.
16. Exterior Building and site lighting will meet the standards of Section 7.10 of
the Unified Development Ordinance. The ligl�t source shall not project below an
opaque housing and no fixture shall directly project light horizontally. Fixtures will
be mounted in such a marine that the pro.ected cone of light does not cross
any property line. 11
17. Contractor shall provide parking lot striping in accordance with the layout
shown n this plans.
18. All storm sewer and sanitary sewer bein, constructed with this site plan is
private.
9. The' -e will be a residential rollout clumpster located on this site and will be
contained in the screened service yard. The owner will provide a private shredder
for all paper waste. CS Sanitation has agreed to this arrangement.
20. It is- the Contractor's responsibility to a4sure,. all public utilities are constructed
within the easements shown. arkin[g.-lot shall be fully constructed before
21. CONSTRUCTION SEQUENCING - The p
constru�tion onr the proposed building begins. Contractor shall keep the parking
lot clear of mud and dirt through the duration of the project.
remain)
05
Area SF
7. All materials & labor not identifled as SeparaLe Diu ILem shall be considered
-:3404 +
2876 =
subsidiary to the item in which it is used. / 11 materials and equipment shall be
Req'd
_P
07:4000 Sl C t,,,
both furnished and installed -unless other ise noted.
o,
Parking
8. The Contractor must provide constructioi �staking from the information provide
Total
Parking
on these plans.
Spaces
X/ XIOXIO \6"
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
10. Trenches may be left open overnight if �roperly barricaded.
Lime Stabilized Subgrade
<3
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems and ny
Separate items. The Price the
-0
\�/7\/7777\/7777'�'
other Public or Private Utility, etc. are not pay of
Ix -7,
JOEL J. MITCHELL
adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
STANDA" CONCRETE PAVEMENT IL
12. The contractor shall coordinate with Sulddenlink Communications, Atmos
Energy,� and Verizon to adjust the location of existing facilities.
%
13. The contractor is responsible for traffic control. This is not a separate pay
Z) C
0 2,cn 34
NTS
item.
E! c-)
14. No spoil areas are available on this :e.
15. All roof and ground -mounted mechanical equipment shall be screened from
view or isolated so as not to be visible fror' any public right-of-way or
VIA
C0
LEGEND
residential district within 150' of the subject lot, measured from a point five feet
r.
above nrade Such screenina shall be coordinated with the building architecture,
_0 X -7L
Point #1 C)
X= 3568092.6.
Y= 10203634., 101
Z 1 Ots. 73 0
J nail
Concrete
Dad for
anitation
Rollout
Ex. TxDOT
qi n (fn
materials, colors, and scale to maintain a u iffied appearance.
16. Exterior Building and site lighting will meet the standards of Section 7.10 of
the Unified Development Ordinance. The ligl�t source shall not project below an
opaque housing and no fixture shall directly project light horizontally. Fixtures will
be mounted in such a marine that the pro.ected cone of light does not cross
any property line. 11
17. Contractor shall provide parking lot striping in accordance with the layout
shown n this plans.
18. All storm sewer and sanitary sewer bein, constructed with this site plan is
private.
9. The' -e will be a residential rollout clumpster located on this site and will be
contained in the screened service yard. The owner will provide a private shredder
for all paper waste. CS Sanitation has agreed to this arrangement.
20. It is- the Contractor's responsibility to a4sure,. all public utilities are constructed
within the easements shown. arkin[g.-lot shall be fully constructed before
21. CONSTRUCTION SEQUENCING - The p
constru�tion onr the proposed building begins. Contractor shall keep the parking
lot clear of mud and dirt through the duration of the project.
remain)
05
1 Inch 20 f
SITE PLAN NOTES:
1 Name of Project: Copper Falls Executive Suites
Address: Lot 1 R: 3206 Earl Rt cider Freeway South
Lot 2: 3204 Earl RLdder Freeway South
Lot 3: 3202 Earl RLdder Freeway South
College Station, Tx 7-, 845
2. Legal Description: 0.982 Acres - Lots 1R & 2,
Block 1 Copper Falls Commons
3. Owner: 1999 Properties Grot p, LLC
511 University Driv6 East, Suite 204
College Station, Tex 3's 77840
(979) 260-6963
4. Engineer: Mitchell & Morgan, L.L.P.
511 University Drive' East, Suite 204
College Station, Tex:is 77840
(979) 260-6963
5. Zoning: Administrative/Professional (A -P)
6. Existing Use: Undeveloped -Vac' nt
. Proposed Use: Professional
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 1.621 acres
9. Water Demands (per bldg.): Min . 0 gpm, Avg.=0.61
gpm, Peok=2.4 gpm I
10. Sanitary Demands (per bldg.): �1000 GPD
this site lies ithin the 100 -year
floodplain boundary per FEMA's Flo d Insurance Rate Map
panels 48041CO163 D and 4804100201 D. Effective date:
February 9, 2000. r -V-1 rv�
LC 0
PARKING REQUIREMENTS
Total
Area SF
=> Two Buildings
-:3404 +
2876 =
6280 SF
Req'd
Parking:
1ps/250sf =6280/250
=26
Parking
Spaces
Total
Parking
Provided =34 Parking
Spaces
(2 HC
P.S. Inc.)
110/05/12
71,
.......................................
JOEL J. MITCHELL
....................................
80649
M,
C,1
64 _�Cd - -
Z) C
0 2,cn 34
=> Cn
< 0) C
31: -C
E! c-)
2 aw
VIA
C0
0
W
04 C
.0
C) 0
n
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0
-4 /2, INCH IRON
�X
ROD FOUND
0
.F
_n
0
0
C)
>
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b
1 Inch 20 f
SITE PLAN NOTES:
1 Name of Project: Copper Falls Executive Suites
Address: Lot 1 R: 3206 Earl Rt cider Freeway South
Lot 2: 3204 Earl RLdder Freeway South
Lot 3: 3202 Earl RLdder Freeway South
College Station, Tx 7-, 845
2. Legal Description: 0.982 Acres - Lots 1R & 2,
Block 1 Copper Falls Commons
3. Owner: 1999 Properties Grot p, LLC
511 University Driv6 East, Suite 204
College Station, Tex 3's 77840
(979) 260-6963
4. Engineer: Mitchell & Morgan, L.L.P.
511 University Drive' East, Suite 204
College Station, Tex:is 77840
(979) 260-6963
5. Zoning: Administrative/Professional (A -P)
6. Existing Use: Undeveloped -Vac' nt
. Proposed Use: Professional
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 1.621 acres
9. Water Demands (per bldg.): Min . 0 gpm, Avg.=0.61
gpm, Peok=2.4 gpm I
10. Sanitary Demands (per bldg.): �1000 GPD
this site lies ithin the 100 -year
floodplain boundary per FEMA's Flo d Insurance Rate Map
panels 48041CO163 D and 4804100201 D. Effective date:
February 9, 2000. r -V-1 rv�
LC 0
PARKING REQUIREMENTS
Total
Area SF
=> Two Buildings
-:3404 +
2876 =
6280 SF
Req'd
Parking:
1ps/250sf =6280/250
=26
Parking
Spaces
Total
Parking
Provided =34 Parking
Spaces
(2 HC
P.S. Inc.)
MITCHELL
MORGAN
T.979.260.6963
F.979.260.3564
FIRM# 1443
511 UNIVERSITY
DRIVE EAST
SUITE 204
COLLEGE STATION, TX 77840
PLAN & DESIGN SPECIALISTS IN
CIVIL ENGINEERING
* HYDRAULICS
HYDROLOGY * UTILITIES * STREETS
SITE PLANS * SUBDIVISIONS
www.mitchellandmorgan.com
110/05/12
71,
.......................................
JOEL J. MITCHELL
....................................
80649
M,
C,1
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=> Cn
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Sheets
PROJECT BENCHMARK: Corner of Concrete Headwall, X='3569095.35, Y= 10203820.62, Elev= 272.58
Lh
\ \
LOT 9R, BLOCK 2,
BERNADINE ESTATES
LEDOUX, EDWARD M
11 & CLAUDIA F
ZONING: R-1
3/4 INCH IRC
ROD FOUND
LOT 8R, BLOCK 2,
BERNADINE ESTATES
---DOT-SON-,; -DAVID-JRY
& FRANCES Z
ZONING: R-1
20' PUBLIC
UTILITY EASEMENT
(428/882)
3/ 4 INCH, IRO
ROD FOUND
Ex. I-'
Overhead
n Electric
LOT 7, 8 L 2,
BERNADINE ES TES 1
BRIGGS THOMA &
ROBERT & LANCE
BELL
ZONING: R-1
Ex. 8r, Sanitary
Sewer
(approx.
. location)
i
CONTRACTOR SHALL -USE-
SMALL TRENCHER IN THIS
AREA TO MINIMIZE
DISTURBANCE.
1 /? INCL `I
ROD FOUI
t
Ex. /
Power
Pole
LOT 6 BLOCK 2
BERNADINE ESTATES
BELL LANCE E &
MARLENE L
ZONING: R-1
5/8 lilCH IROt`! ! I -1=- - �, :\ N 47
ROD SE i [_...
1 0 U16lC G;IT ITY
o .EAS`,EME_ t (103'0 67) '\ ,
10' ELECTRICAL ( • . • .
EASEMENT
(1030/457)
LOT 1, BLOCK F. HANEY HIGH
GREENBELT. 30' PUBLIC ACCESS METRO MINI STORAGE/
- - 10' RESERVE. EASEMENT ,
i l {1030/457} COLLEGE. STATION LTD
ZONING: PDD
4" Nigh Red Stripe 4" High White Lettering
FIRE LANE -NO PARKING --TOW WAY ZONE
All curbs and curb ends designated as
firelanes on plans shall be pointed red
with four (A) inch white lettering stating
"CIRC LANE -NO PARKING -Taw AWAY ZONti"
FARE LANE l
DESIGNATED
PARKING
ONLY
38.375"
CA
1
Warding may not be spaced for more tfian5 �• N 35 1 /4" t
1s" X le / -4
fifteen (15) feet apart. See Ordinance for i
additional Information s
on companion TOW AWAY sign !
FIRE LANE SIGN
SURFACE
FLANGE
EIRE LANE STRIPING D MOUNT
20' PUBLIC
install 1-1•.
--' UTILITY
Irrigation Water
EASEMENT
Meter & Meter
(1030/457)
Box
1_ 5_} Ex. 8" Sanitary Sewer
I 1 (approx.
location)
GROUND
LEVEL
1O 1/4" INGROUND
30
ANCHOR
MOUNT
2 3/8"
MODEL NUMBER
# OF BICYCLES
RACK LENGTH
RB 05
5
38.375"
t
VICINITY
MAP
r
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40 is SCALE: N.T.S.
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
R/884N
BIKE RACK DETAIL
NTS j GENERAL CONSTRUCTION NOTES; '
1. It shall be the responsibility of the Contractor to verify the exact location of
li
ALL existing underground utilities. Furthermore, the Contractor shall contact all
� �•�• utility company representatives aminimum of 48 hours in advance of any
_excavation,
j G. Contact Dig Tess @ 1-800-344-8377
b. Contact Kimberly Winn @ ATMOS 774-2506
C. Contact Mike Lavender @ Suddenlink 846-2229
d. Contact Gilbert Martinez @College Station Electrical 764-3660
\ 3' e. Contact Mitchell Gas @ 779-4460
f. Contact Union Pacific Resources @ 778-8525
g. Contact Richard Wallace @ Verizon 821-4752
h. Contact Butch Willis @ College Station Water & Sewer 764-3660
12,r :::::.:::::: ; .
":::.::-.:.....:........::..::.::,.::...,.:':.:':,.:•::::.-::::,:::::.;:.:..:: .:;:;::; 2. All construction shall be In accordance with the currant City of College tat on
(C.S.) Standard Specifications 1, for Street Construction, B/C5 Unified Technical
S ec'fcat'o s Water and Sewer and Generals 2007 and BCS Unlfied Desi n
:°:::.+;:: ;:::. .;' :::::! . ;:., �•.: ;:< Details. All inspection shall be; performed by the staff of the City Engineer of C.S.
`�' :.:.:::::::':::::: .: :: :: •:'':<':::•::'.,,... :.:::.:: All construction shall be coordinated with the Cit of C.S. Cit Engineer..
::.:,:.:•::..:..:::.:...:.::.: ..:::.:.:::............. the
(x ., °<` ' 3. In lieu of using the construction materials indicated in these plans,
#4 Bars @ 15" O.C. Contractor shall obtain written approval from the City Engineer for any substitution
/ prior to Construction. Requests forchanges should include product information and
PE (���� ^ an engineers seal where appCcable. The contractor shall be financially responsible
for the engineer's time spent' reviewing changes and redesigning based on
`✓� contractors requests.
/� O FOR USE WITH CONCRETE PAVEMENT OR APRON 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29
NOT A SEPARATE PAY ITEM CFR Part 1926 Subpart P. Far general requirements, see Sheet S3 for details.
/ NTS 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to
�\ the specifications set out herein. Testing shall be provided by a certified
laboratory, at the Owner's expense, to verify these standards. Any retesting due
to substandard work shall bel at the expense of the Contractor. Structural areas
24" 6" shall include all sidewalks and shall extend 5' beyond the curb lines of all streets,
(min) 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
#4 Bars 0 15" O.C.E.W. the City of C.S. Electrical Div`Ision.
\ 7. All materials & labor not, identified as a' Separate Bid Item shall be considered
subsidiato the item in which it is used All materials and a ui ment shall be
rY q P
,,,,, ,,.,, . p: i:,::..,.n, f.-, • , :: both furnished and installed unless ot er'se noted.
6i
:.....:
1 \ s
\:::..:::.;•.:.::.:.::.::::•::::...::::':::::>:: ..:::.>:::::::.:...,:::.: •::.:::'.:::_.:.;.::,.::,::.::;:::;::::,;:<:::;:::'_ ;;:::::;;:,::; t 8. The Contractor must
pro ,ide construction stakingfrom the information provide
theseon plans.
s� �p \� \� \� \��\� / / ' 9. All sail exposed by construction shall receive cellulose fibermulch seeding.
Exist TxDOT � \ 10. Trenches may be left open overnight if properly barricaded.
\ 2 \ \6 Lime Stabilized Sub rad Valves, Manholes, Irrigation Systems, and an
?,•/ Light Pole G; F` g .�/11. Adjustment of Water Meters,
\ (to remain) \,.-;,: a �'p� �\\\\\�/. /\�/. \, \�%\. \/ ;; other Public or Private Utility,; etc. are not separate pay items. The Price of the
�-P�� `I'� adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
12. The contractor shall coordinate with Suddenlink Communications, Atmos
S TA �.> > , ` \ ;� •• .• °�,'O ��CaNOLM PAV"DU DETAILi Energy, and Verizon to adjus the location of existing facilities,
' of NTS i 3. The contractor is respo �Sible for traffic control. This is not a separate pay
\ ty item.
14. Nos oil areas are available on this site.
`r� Rei t' "'` " 15. All roof _and ground -mounted mechanical equipment shall be screened from
;:::
cD \, :;.. Ftp view or isolated so as not to be visible from any public right-of-way or
r'r�'- LEGEND residential district within 150 Il of the subject lot, measured from a point five feet
/ :,:: �,
.4. ��;.;; :::; o o above grade. Such screeningshall be coordinated with the building architecture,
Prop. 1:8" \'��w,'_.., �n 2 2 materials, colors, and scale t maintain a unified appearance.
S.E.T. -_ -- ll' �" 16. Exterior Building and site li htin will meet the standards of Section 7.10 of
J s. w c` �� Lw WATER METER
g 19 9
^ _� C' 4 WATER VALVE
the Unified Development Ordl once. The light source shall not project below an
s.. , ..
q
46 ref 18 RC .: >\.,. !;;);!;;^; i;, Point #1 02 o a ue housing and no fixture shall direct) project light horizontal(. Fixtures will
�\ 1' P 44* FIRE HYDRANT P q g Y P 9 Y
X= 3568092.67 G be mounted in such a manner that the projected cone of light does not cross
&� , Y 10203634.78 f �`�, tri -•- P J 9
E�
SANITARY SEWER CLEANOUT
� an property line.
Y P P Y
,..:,..•.::�=-is?i2iiiiFi;iti'i::i.<:;F:iiE, '.-
9
Z- 106.
73
Fire Ie 0�, 2 a SANARY SEWER MANHOLE 17. Contractor shall
provide parking lot striping in accordance with the layoutout
6Qd naiE shown on this plans.
>
Sign
n :. STORM DRAIN CURB INLET
18. All star sewer and sanity sewer being constructed with this site la is
m wr n
:'�: r. - �•r;::•:r- _ ••� •.. ••� ::aar�• Concrete i'Y 9 P
'v to
- P
ri
a
- ad for
_;_:::.::::::::;:.:•',:-:::. \ +:(i:;:,.: RAMP WITH ADA PAVERS 19. There will be a residential rollout dum stet located on this site and will be
.:... .............._.__....._..,....._......._.._.... ._.......:... ,.. ........> � -- .._ _ ... :• ... : Sanitation
P
............_......,..._.. �s............. _
....... ........:...•.:......................_...............-..t.........,... ..,.....� _ ..., ...... o e Greened service yard. The owner will provide a private shredder
_::,:. / :::::.:::.;:': �::':. ::::.::::::::.- ,J::::::::•... �r.. :..:.:: :::• .::, contained In .h s 7 P P
.:....::...:.. ...:......�...,..:;.:,....,...:.,......,..........:•..,..: :.:• ,.. .... _ ... ... .:. Rollout .
......•........ ................ .......,......._.._................._......... .O :....... :�. . ,:. ::: T for all paper waste. CS San atlon has agreed to this arrangement.
,:::.....:: •:.:<,:..-:.::..:.. ,: ....:'............. �::.....:::_ ..:.::.::•: '�' ...:..:• ' a •.:::..... • ..: ❑ TRANSFORMER PAD .. , �('
,..:.....,........ ,..... ...................... ........_.....:.......... _, a ........... � .... . „ 2 It is _the _-Contractor s responsibility to assure all public utilities -ars ,constructed
within the easements shown.
" ' N '-.:><•'• .-
.::' a.s.;:��:::: -!:`: "..:` ..; ss.-;: _,:::• :f ;;, ::,: _(; :;..; .'. S�`•s':�::;'. ;3.:.- :/
2lolt . cCONSTRUCTION
a nSEQUENCING
u -h Tthhee parking
n lot
f shall rbe
'fully
constructed
onstructedsl before Ex. TxDOTPrap 18" construction on the proposed building begins. Contractor shallS.E.T. 5 n (to .
_
g P � •:�
r
pia }• 5 � - .y�
3
r l'•�ifc.`�r.. •. h'. -iii .�tyj�ri `7
i
L
reman
u 1
...r. :'�:: � �/ � or'�nva + > r� ,12E+• i.3 a.
a \
40"'
: ci'esl
l /
.::.:.....
- -
SITE PLAN NOTES:
Q RrTL1iSTONE/STUCCO SIGN
'`� "70 BE .PERMITTED �' 1. Name of Project: Copper Falls Executive Suites
SEPARATELY `� \ Address: Lot 1: 1206 Earl Rudder Freeway South
o� ` Lot 2: X204 Earl Rudder Freeway South
r� Lot 3: 3202 Earl Rudder Freeway South •1;'
it College Station, Tx 77845
,
2 Legal Description 0.982 Acres -Lots 1 R & 2,
Block 1 Copper Falls Commons
3. Owner: 1999 Froperties Group, LLC .. .
x!•51 '';=tai: . r - 'I
511 University Drive East, Suite 204
;:,,; / \ ` Calle ; Station, Texas 77840
(979) 260-6963 1
\ r
`
Mitchell & Morgan,an,
L.L.P.i4. Engineer:
University Drive East, Su
ite 204TREES & College Station Texas 77840OTHER
i1
r • -
`\
1260-6963
EERI
ENGIN.VEG -VEGETATION
tive Professional (A-P)REMAIN 5. Zoning: Administra
UNDISTUR¢D eveloped-Vacant6. Existing tt
�.
Proposed Use: Professional _
:::::' ::::: / 3,r8 INCH IRON \ 7. Setbacks: Per City of College Station Ordinances D
�.'.
ROD FOUPID \ 8. Situ Area: 1.621 acres H �l� D
f�' i \
9, Water Demands Iper bldg.): Min.=O gpm, - Avg. 0.61 .�
7.5 Side Setba k !
...� � ..�.� ...... �.... � „ 9Pm, Peak=2.4 gpm
\ \ 10. Sanitary Demands (per bldg.): 1000 GPD
\ \ 11. No Portion of this site lies within the 100- e r
-0-_7770 � 0-0-
a- floodplain bounds y DEC 3 2012
\ '� ` \ p boundary per FEMA's Flood Insurance Rat Map
\ panels 48041 CO163 D and 48041 CO201 D. Effecti e date:
February 9, 2000.
LOT 2, BLOCK B HANEY HIGHWAY SIXPLAT FILED:
METRO MINI STORAGE/ ` f'1 Inch�i2D feet`s PARKING REQUIREMENTS
COLLEGE STATION LTD Total Area SF => Two Buildings =3404 + 2876 = 6280 SF
ZONING: PDD ; Req'd Parking: 1 ps/250sf =6280/250 =26 Parking Spaces
Total Parking Provided =34 Parking Spaces (2 HC P.S. Inc.),��
�e�I I �a •ate
MITCHELL
MORGAN
T.979.260.063
F.979.260.13564
FIRM# 1443
511 UNIVERSITY DRIVE EAST
SUITE 204
COLLEGE STATION, TX 77840
PLAN & DESIGN SPEPIALISTS IN
\/
HYDROLOGY * U7TLITIE +STREETS
SITE PLANS s SUBD VISIONS
www.mitchellandmor an.com
5/12
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UR6ER,,
DING
.I
i'
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iii'
0
LONGAIJ,
.0
VICINITY
MAP
r
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40 is SCALE: N.T.S.
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
R/884N
BIKE RACK DETAIL
NTS j GENERAL CONSTRUCTION NOTES; '
1. It shall be the responsibility of the Contractor to verify the exact location of
li
ALL existing underground utilities. Furthermore, the Contractor shall contact all
� �•�• utility company representatives aminimum of 48 hours in advance of any
_excavation,
j G. Contact Dig Tess @ 1-800-344-8377
b. Contact Kimberly Winn @ ATMOS 774-2506
C. Contact Mike Lavender @ Suddenlink 846-2229
d. Contact Gilbert Martinez @College Station Electrical 764-3660
\ 3' e. Contact Mitchell Gas @ 779-4460
f. Contact Union Pacific Resources @ 778-8525
g. Contact Richard Wallace @ Verizon 821-4752
h. Contact Butch Willis @ College Station Water & Sewer 764-3660
12,r :::::.:::::: ; .
":::.::-.:.....:........::..::.::,.::...,.:':.:':,.:•::::.-::::,:::::.;:.:..:: .:;:;::; 2. All construction shall be In accordance with the currant City of College tat on
(C.S.) Standard Specifications 1, for Street Construction, B/C5 Unified Technical
S ec'fcat'o s Water and Sewer and Generals 2007 and BCS Unlfied Desi n
:°:::.+;:: ;:::. .;' :::::! . ;:., �•.: ;:< Details. All inspection shall be; performed by the staff of the City Engineer of C.S.
`�' :.:.:::::::':::::: .: :: :: •:'':<':::•::'.,,... :.:::.:: All construction shall be coordinated with the Cit of C.S. Cit Engineer..
::.:,:.:•::..:..:::.:...:.::.: ..:::.:.:::............. the
(x ., °<` ' 3. In lieu of using the construction materials indicated in these plans,
#4 Bars @ 15" O.C. Contractor shall obtain written approval from the City Engineer for any substitution
/ prior to Construction. Requests forchanges should include product information and
PE (���� ^ an engineers seal where appCcable. The contractor shall be financially responsible
for the engineer's time spent' reviewing changes and redesigning based on
`✓� contractors requests.
/� O FOR USE WITH CONCRETE PAVEMENT OR APRON 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29
NOT A SEPARATE PAY ITEM CFR Part 1926 Subpart P. Far general requirements, see Sheet S3 for details.
/ NTS 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to
�\ the specifications set out herein. Testing shall be provided by a certified
laboratory, at the Owner's expense, to verify these standards. Any retesting due
to substandard work shall bel at the expense of the Contractor. Structural areas
24" 6" shall include all sidewalks and shall extend 5' beyond the curb lines of all streets,
(min) 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
#4 Bars 0 15" O.C.E.W. the City of C.S. Electrical Div`Ision.
\ 7. All materials & labor not, identified as a' Separate Bid Item shall be considered
subsidiato the item in which it is used All materials and a ui ment shall be
rY q P
,,,,, ,,.,, . p: i:,::..,.n, f.-, • , :: both furnished and installed unless ot er'se noted.
6i
:.....:
1 \ s
\:::..:::.;•.:.::.:.::.::::•::::...::::':::::>:: ..:::.>:::::::.:...,:::.: •::.:::'.:::_.:.;.::,.::,::.::;:::;::::,;:<:::;:::'_ ;;:::::;;:,::; t 8. The Contractor must
pro ,ide construction stakingfrom the information provide
theseon plans.
s� �p \� \� \� \��\� / / ' 9. All sail exposed by construction shall receive cellulose fibermulch seeding.
Exist TxDOT � \ 10. Trenches may be left open overnight if properly barricaded.
\ 2 \ \6 Lime Stabilized Sub rad Valves, Manholes, Irrigation Systems, and an
?,•/ Light Pole G; F` g .�/11. Adjustment of Water Meters,
\ (to remain) \,.-;,: a �'p� �\\\\\�/. /\�/. \, \�%\. \/ ;; other Public or Private Utility,; etc. are not separate pay items. The Price of the
�-P�� `I'� adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
12. The contractor shall coordinate with Suddenlink Communications, Atmos
S TA �.> > , ` \ ;� •• .• °�,'O ��CaNOLM PAV"DU DETAILi Energy, and Verizon to adjus the location of existing facilities,
' of NTS i 3. The contractor is respo �Sible for traffic control. This is not a separate pay
\ ty item.
14. Nos oil areas are available on this site.
`r� Rei t' "'` " 15. All roof _and ground -mounted mechanical equipment shall be screened from
;:::
cD \, :;.. Ftp view or isolated so as not to be visible from any public right-of-way or
r'r�'- LEGEND residential district within 150 Il of the subject lot, measured from a point five feet
/ :,:: �,
.4. ��;.;; :::; o o above grade. Such screeningshall be coordinated with the building architecture,
Prop. 1:8" \'��w,'_.., �n 2 2 materials, colors, and scale t maintain a unified appearance.
S.E.T. -_ -- ll' �" 16. Exterior Building and site li htin will meet the standards of Section 7.10 of
J s. w c` �� Lw WATER METER
g 19 9
^ _� C' 4 WATER VALVE
the Unified Development Ordl once. The light source shall not project below an
s.. , ..
q
46 ref 18 RC .: >\.,. !;;);!;;^; i;, Point #1 02 o a ue housing and no fixture shall direct) project light horizontal(. Fixtures will
�\ 1' P 44* FIRE HYDRANT P q g Y P 9 Y
X= 3568092.67 G be mounted in such a manner that the projected cone of light does not cross
&� , Y 10203634.78 f �`�, tri -•- P J 9
E�
SANITARY SEWER CLEANOUT
� an property line.
Y P P Y
,..:,..•.::�=-is?i2iiiiFi;iti'i::i.<:;F:iiE, '.-
9
Z- 106.
73
Fire Ie 0�, 2 a SANARY SEWER MANHOLE 17. Contractor shall
provide parking lot striping in accordance with the layoutout
6Qd naiE shown on this plans.
>
Sign
n :. STORM DRAIN CURB INLET
18. All star sewer and sanity sewer being constructed with this site la is
m wr n
:'�: r. - �•r;::•:r- _ ••� •.. ••� ::aar�• Concrete i'Y 9 P
'v to
- P
ri
a
- ad for
_;_:::.::::::::;:.:•',:-:::. \ +:(i:;:,.: RAMP WITH ADA PAVERS 19. There will be a residential rollout dum stet located on this site and will be
.:... .............._.__....._..,....._......._.._.... ._.......:... ,.. ........> � -- .._ _ ... :• ... : Sanitation
P
............_......,..._.. �s............. _
....... ........:...•.:......................_...............-..t.........,... ..,.....� _ ..., ...... o e Greened service yard. The owner will provide a private shredder
_::,:. / :::::.:::.;:': �::':. ::::.::::::::.- ,J::::::::•... �r.. :..:.:: :::• .::, contained In .h s 7 P P
.:....::...:.. ...:......�...,..:;.:,....,...:.,......,..........:•..,..: :.:• ,.. .... _ ... ... .:. Rollout .
......•........ ................ .......,......._.._................._......... .O :....... :�. . ,:. ::: T for all paper waste. CS San atlon has agreed to this arrangement.
,:::.....:: •:.:<,:..-:.::..:.. ,: ....:'............. �::.....:::_ ..:.::.::•: '�' ...:..:• ' a •.:::..... • ..: ❑ TRANSFORMER PAD .. , �('
,..:.....,........ ,..... ...................... ........_.....:.......... _, a ........... � .... . „ 2 It is _the _-Contractor s responsibility to assure all public utilities -ars ,constructed
within the easements shown.
" ' N '-.:><•'• .-
.::' a.s.;:��:::: -!:`: "..:` ..; ss.-;: _,:::• :f ;;, ::,: _(; :;..; .'. S�`•s':�::;'. ;3.:.- :/
2lolt . cCONSTRUCTION
a nSEQUENCING
u -h Tthhee parking
n lot
f shall rbe
'fully
constructed
onstructedsl before Ex. TxDOTPrap 18" construction on the proposed building begins. Contractor shallS.E.T. 5 n (to .
_
g P � •:�
r
pia }• 5 � - .y�
3
r l'•�ifc.`�r.. •. h'. -iii .�tyj�ri `7
i
L
reman
u 1
...r. :'�:: � �/ � or'�nva + > r� ,12E+• i.3 a.
a \
40"'
: ci'esl
l /
.::.:.....
- -
SITE PLAN NOTES:
Q RrTL1iSTONE/STUCCO SIGN
'`� "70 BE .PERMITTED �' 1. Name of Project: Copper Falls Executive Suites
SEPARATELY `� \ Address: Lot 1: 1206 Earl Rudder Freeway South
o� ` Lot 2: X204 Earl Rudder Freeway South
r� Lot 3: 3202 Earl Rudder Freeway South •1;'
it College Station, Tx 77845
,
2 Legal Description 0.982 Acres -Lots 1 R & 2,
Block 1 Copper Falls Commons
3. Owner: 1999 Froperties Group, LLC .. .
x!•51 '';=tai: . r - 'I
511 University Drive East, Suite 204
;:,,; / \ ` Calle ; Station, Texas 77840
(979) 260-6963 1
\ r
`
Mitchell & Morgan,an,
L.L.P.i4. Engineer:
University Drive East, Su
ite 204TREES & College Station Texas 77840OTHER
i1
r • -
`\
1260-6963
EERI
ENGIN.VEG -VEGETATION
tive Professional (A-P)REMAIN 5. Zoning: Administra
UNDISTUR¢D eveloped-Vacant6. Existing tt
�.
Proposed Use: Professional _
:::::' ::::: / 3,r8 INCH IRON \ 7. Setbacks: Per City of College Station Ordinances D
�.'.
ROD FOUPID \ 8. Situ Area: 1.621 acres H �l� D
f�' i \
9, Water Demands Iper bldg.): Min.=O gpm, - Avg. 0.61 .�
7.5 Side Setba k !
...� � ..�.� ...... �.... � „ 9Pm, Peak=2.4 gpm
\ \ 10. Sanitary Demands (per bldg.): 1000 GPD
\ \ 11. No Portion of this site lies within the 100- e r
-0-_7770 � 0-0-
a- floodplain bounds y DEC 3 2012
\ '� ` \ p boundary per FEMA's Flood Insurance Rat Map
\ panels 48041 CO163 D and 48041 CO201 D. Effecti e date:
February 9, 2000.
LOT 2, BLOCK B HANEY HIGHWAY SIXPLAT FILED:
METRO MINI STORAGE/ ` f'1 Inch�i2D feet`s PARKING REQUIREMENTS
COLLEGE STATION LTD Total Area SF => Two Buildings =3404 + 2876 = 6280 SF
ZONING: PDD ; Req'd Parking: 1 ps/250sf =6280/250 =26 Parking Spaces
Total Parking Provided =34 Parking Spaces (2 HC P.S. Inc.),��
�e�I I �a •ate
MITCHELL
MORGAN
T.979.260.063
F.979.260.13564
FIRM# 1443
511 UNIVERSITY DRIVE EAST
SUITE 204
COLLEGE STATION, TX 77840
PLAN & DESIGN SPEPIALISTS IN
CIVIL ENGINEERING * I fYDRAULICS
HYDROLOGY * U7TLITIE +STREETS
SITE PLANS s SUBD VISIONS
www.mitchellandmor an.com
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JOEL J. MITCHELL
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