HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 272.58
4" High Red Stripe 4" High White Lettering
FIRE LANE -NO Pt�RKING-TOW WAY ZONE
-Al All curbs and curb ends designated as
LOT 9R, BLOCK 2, ul firelanes on plans shall be pointed red
Cy)
BERNADINE ESTATES O� C, JJ with four (4) Inch white lettering stating
0) 5' A 0VIKIf1_Tf%W AWAV 7MIC"
LEDOUX, EDWARD M 35 1/4" X
9 % Wording may tiot be spaced for more than 18" x 12"
11 & CLAUDIA F - See Ordinance for
1 11 fifteen (15) feet apart
ZONING: R-1 W additional Information 01
0 71
on companion TOW AWAY sign
%
q\k FIRE LANE SIGN
17 >-<
SURFACE
FLANGE 0
MOUNT METRO C:
STORAG
FIRE LANE STRIPING DETAIL
GROUN) BURGER\
0 N LEVEL
-1 10 1/4" INGROUND
3/4 INCH IRON 31,
ANCHOR
MOUNT
ROD FOUND % T
'X
Lotinhi
%
2 3/8"
MODEL NUMBER
# OF BICYCLES
RACK LENGTH
RB 05
5
38.375"
�ICINITY MAP
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40
0 SCALE: N.T.S.
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
% RIBBON BIKE RACK DETAIL GENER AL CONSTRUCTION N ES:
NTS
1. It shall be the resporsibility of the Contractor to verify the exact location of,
TY OF COLLEGE ALL existing underground itilities. Furthermore, the Contractor shall contact all
LOT 8R, BLOCK 2, 25' Cl 10 utilit company representa:ives a minimum of 48 hours in advance of any
STATION ELECTRICAL y
BERNADINE ESTATES excavation.
EASEMENT (417/859)
6"
-G&,ICR-E,,TE RIGHT -800-344-8377
DOTSON, DAVID JAY
a. Contact Dig Tess @ 1
& FRANCES Z - ------
OF WAY 3" b. Contact Kimberly Winn @ ATMOS 774-2506
MGNUM&T Ex,-Sfgrm C. Contact Mike Lavender @ Suddenlink 846-2229
d. Contact Gilbert Martinez @ College Station Electrical 764-3660
Block 1
ZONING: R-1 Lot 3
FOIN\D iht
,PZ
-4460
-Coric �e
0.630 Acres e. Contact Mitchell Gas @ 779
?71 3t
,,LLJ
-8525
Contact Union Pacific Resources @ 778
... ..... 9. Contact Richard Wallace 0 Verizon 821-4752
-3660
Contact Butch Willis @ College Station Water. & Sewer 764
�70 . . ....
Lo
-3202 Earl Rudder
12"
.. . .. . . . . . ...........
Freeway South 2 6-)_ 2. All construction shall be in accordance with the current City of College Station
(C.S.) Standard SpecificatiDns for Street Construction, B/CS Unified Technical
U1
Specifications, Water and 3ewer and Generals, 2007, and BCS Unified Design
end\hmark:
Center 268
Details.. All inspection shal be performed by the staff of the City Engineer of C.S.
Corner\of �Cohcr6j\e \Meadwall
----Line o_f-- . . ..... ..
All construction shall be coordinated with the City of C.S. City Engineer.
(D Xi 31P6q095.35
--Cre
Ex. e
0 0 3. In lieu of using the construction materials indicated in these plans, the
\Y- 020382 62
20' PUBLIC -7 \1
Eley L#4 Bars @ 15" O.C.
60J Contractor shall obtain wr tten approval from the City Engineer for any substitution
prior to Construction. Req jests for changes should include product. information and
UTILITY EASEMENT
an engineers seal where applicable. The contractor shall be financially responsible
-YR WATER
(D
. i. - 2. \ I
(428/882) CALCULATED 100 Ni \ \
for the engineer's time S ent reviewing changes and redesigning based on
(T SURFACE (PRE=POST V _7YPE J CURB p
contractors requests.
0 0
DEVELOPMENT) 'b '.00-0,
4. Trench Safety Rei
n FOR USE WITH CONCRETE PAVEMENT OR APRON quirements shall be in accordance with O.S.H.A. Standard 29
.0e
NOT A SEPARATE PAY ITEM CFR Part 1926 Subpart Pi� For general requirements, see Sheet S3 for details.
'00, 1
-7 NTS 5. TRENCHING AND BACK FILLING: All trenching and backfilling shall conform to
the specifications set out herein. Testing shall be provided by a certified
-1-e' RCP /GUTFALL laboratory, at the Owner'sl: expense, to verify these standards. Any retesting due
Center --Line of
EX. 274 .00, to substandard work shall!: be at the expense of the Contractor. Structural areas
--�Ex. Creek
MANHOLE' I - j -I--
�f!�jjt �30 0 24" 6" ewa
shall include all Sid Iks and shall extend 5' beyond the curb lines of all streets,
A
7^, -alle s and ar-ki- areas.,
�,HDR 19
J r
P "\X
6. It is the responsibilityl OT the contractor to com ly with all' State and Federal
�6 I?
-SS- Regulations regarding construction activities near energized overhead power lines
%
Additionally, the contractor shall coordinate all proposed work and procedures wit
h
Bars @ 15" O.C.E.W. the City of C.S. Electrical I Division
#4
7. All materials & labor Inot identified as a Separate Bid Item shall be considered
r 7kV
IMM OUND
subsidiary to the item in l�hich it is used. All materials and equipment shall be
'�\UNDER GR
\J.
Sl C both furnished and installed unless otherwise noted.
0 P
ffip DETENTION AREA
Sri Z_3 %1.
8. The Contractor must rovide construction staking from the information pr vide
p
Nell
B
on these plans.
25' CITY OF COLLEGE A 9. All soil exposed by construction shall receive cellulose fibermulch seeding.
STATION PUBLIC UTILITY �0%1181gl /X /1 10. Trenches may be left 'open overnight if properly barricaded.
Exist IxD0I 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any
EASEMENT (876/34) Light role
KOEHN
3/4 INCH IROI�, ..... . rr�!W,%_a n Y01 (to n other Public or Private U ility, etc. are not Separate pay items. The Price of the
. ; 4N IN variable Width djustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
ROD FOUND NIV ." 'Ooe �ffnclosure ?I -,A a
9 6 12. The contractor shall�jcoordinate with Suddenlink Communications, Atmos
?6 \ ��\ P I t Access, 4_1 a ust
IV - STANDA C0NCRL7E PAVEMENT DETAIL
C'. 0-� ParKing, Drainage, 1'� I -
, \ `H.C. I Energy, and Verizon the location of existing facilities.
tba < n and Utility TREES %
13. The contractor is responsible for traffic control. This is not a separate pay
Ex. 4i IER NITS
Easement % item.
l;,x
Overhead 14. No spoil areas are
vailable on t is site.
Electric REMAIN --mounted mechanical equipment shall be screened from
1Y 15. All roof, and ground
URBA
VE6ETAtION
1 INDI�T, E view or isolated so as not to be visible from any public right-of-way or
location)
LOT 7, BLO 2,
residential district within 1�tO' of the subject lot, measured from a point five feet
RN,111. KWINO LEGEND
BERNADINE ES ES 11 -1 C k k A *, 4. .4 :44� 4." 1.,
BRIGGS THOM4 & 60 Prop. �8
ROBERT & LA Ll I pgg - S. 1.
C)
BELL r -rigati,
V) 2" It 46' qi 18" RCI` Point #1
ZONING: R-1
S!eeve 35680
Y= 10203008
Ex. 8" Sanitary Z= 108.73 -0 -�h I -
Fire Lope
Sewer TREES & 60d nail
t139VDA Sign
(approx. location)t</ Concrete
t� I A rI\UN 2" pgp
Pad foi
REMAIN
SERVICE WATER LINE I WIN Sanitation
CONTRACTOR SHALL USE
N Generator Rollout
SMAH TRENCHER IN THIS . \ Pad (41 81) A
AREA TO MINIMIZE Electrical
DISTURBANCE.
Primary
ABSOLUTELY NO LARGE c
1(2-2" r VIC rop. 18" Ex. TOOT
EQUIPMENT IN THIS AREAl --'[68 Electrical I ranstorme WS 2" Electrical S.E.T. 4
900 Conduit. Sign (to
Pad 1-1 A**" 1.11111 25'x2� Sinn &
a ove gra e. ut. QGIVVIIIIIV 151"011 V -%JVI na e w e u ng arc I ec ure,
materials, colors, and scale to maintain a unified appearance.
16. Exterior Building -and site lighting will meet the standards of Section 7.10 of
the Unified Development Ordinance. The light source shall not project below an
opaque housing and no fi,�ture shall directly project light horizontally. Fixtures will
be mounted in such a manner that the projected cone of light does not cross
any property line.
17. Contractor shall provice,parking lot striping in accordance with the layout
wer a 3ry sewer b ing con tr cted with this site plan is
a re deitial rollout dumpster located on this site and will be
�d 'I "n1h Me sc
ree d service yard. The owner will provide a private shredder
for all paper waste. S anitation has agreed to this arrangement.
[3 AEQiAFC*DContractc IS responsibility to assure all public utilities are constructed
with' the vasements , im In.
21. ONigUCTION SEC JENCING - The parki g lot shall be fully constructed before
connc*.o on the pr posed building begins. Contractor shall keep the parkin I
lot�-J-ar Qf mud and irtl'throunh the duration of the nroiect
2 -PVC i
g"M
r- .-L- I W, _ ge Egm ient remain)
2-pv( Q. -
2-PvC J
&g REVIEWED
V
F VO
a
R,
ROD FO :3
ED
NOT REQUIP,
MP _1A1
3 2" PVC
/2\ -3 If in 1 Name, of Proj ct: Copper alls Executive Suites
Conduits for
i - _1� - Address: Lot � R: 3206 Earl Rudder Freeway South SEP 17 201,
Verizon (x2) &
%s, c/
Lot 2: 3204 Earl Rudder Freeway South
Lot 3: 3202 Earl Rudder Freeway Southl
Ex. AA
Suddenlink (xl), �2 I Sec 0% GOLLLQ
24" bury, 1 Powe 15' PUBLIC 4� HiOH STONE/STLICCO SIGM
Pole Electrical C(
if I IYULIU1 III __1/1 :)Ilelge Station, Tx 77845
Trench. UTILITY 2' STONE PEDESTAL DEVELOPMENT
196 I.f., Elbow up EASEMENT PVC Electrical 2. Legal Description: 0.982 Acres - Lots 1R & 2, 1
d V/
both ends. (10780/11) Conduit) Block 1 Copper Falls Commons P
199'9 Propertie Group, LLC
5 1 University Drive East, Suite 204
1
oo :Irop. 4" Colege Station, Texas 77840
LOT 6, BLOCK 2,
Sanitary N g, pigg, o A 9) 260-6963
e ri,
BERNADINE ESTATES \\\ . I 1 1. 1
0 Sewer
ON, ps, gypi 4., Engineer: Mithell & Morgan, L.L.P.
Service Line 0.1 University Drive East, Suite 204
BELL, LANCE E &
11REES & CID
Col
MARLENE L lege Station Texas 77840
ZONING: R-1 QTHER I . 11� .
ION (9 9) 260
,T� -69 3
RtE$ & UIILIrY REMAIN 5. Zoning: "OfRof,
OTHER U`;��ISTURO`E J -
6. Existing Use:
ENT D % �e n3f
V Profccigginno
27 3 REMAIN i/8 INCH IRO 7. Setbacks: Per City of College Station Ordinances
(10780/11)
EGETATIO'N,-
UNDTST0`R1ED '/ ..
.. ... ............... ................. ......... .... ROD FOUND 8. Site Area: 1.E21 acres REV
......... ........................................... ....... .......... ....... ...... ...................... ............ ..............
..... .... .... ........... .......
pt gq, .9. Water Demanis (per bldg.): Min.=O gpm, Avg.=O..61 Co
Ex. Watern
(approx. \Iocati�n) C Side SetbaC4 LIAN
I M gpm, Peak=2.4 a5m
dab
5/8 INCH IRON-' '46" W\ 141 6'x6' 308.99' ani ary emcn SEP 1, 7 2014
N 47�1 9
a -WL- S -WL 0-0-0- 0-0 0-0- 11. No Portion of this site lies within the 100 -year
ROD SET L - EY,. MANHOLE Trash Can -o floodplain boundar� per FEMA's Flood Insurance Rate M p
LFC 0�1 YTY (APPROX. - En I closure panels 48041COlE 1 3 D and 48041CO201 D. Effective dCOLLEGE STA
:EA�.Emlls�Tj (1 oi-O /4�7) 20' PUBLIC Install 1-1"
8 -SS --O LOCATION) February 9, 2000.
10' ELECTRICAL t UTILITY Irrigation Water INEERIP
0 EASEMENT Meter & Meter PARKING REQU REMENTS
EASEMENT Box
(1030/457) (1030/457) LOT 2, BLOCK B, HANEY HIGHWAY SIX Total Area SF 1=> Two Buildings =3404 + 2876 +1620 (Building 2
GREENBELT 30' PUBLIC ACCESS LOT 1, BLOCK B, HANEY HIGHWAY SIX 15' 9i Ex. 8" Sanitary Sewer METRO MINI STORAGE/ upstairs)= 79CO SF
10'.1. RESERVE. EASEMENT METRO MINI STORAGE/ (approx. location) COLLEGE STATION LTD Req'd Parking: 1 ps/250sf =7900/250 =32 Parking Spaces
(1030/457) COLLEGE STATION L:rD ZONING: PDD Total Parking rovi e Parking Spaces (2 HC, P.S. Inc.)
ZONING: PDD
T.979.2: .6963
F.979.260.3564
FIRM# l��:
1443
511 UNIVERSITY DRIVE EAST
11
SUITE 204
COLLEGE STATION, TX 77840
PLAN & DESIGN'!
SPECIALISTS IN
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY *UTI LITIES * STREETS
SITE PLANS * SUBDIVISIONS
www.mitchellandmorgan.com
10/05/12
..OF
....................
..................
I JOEL J.
AITCHELL
.......................................
80649
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Of 10
Sheets
PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 272.58
I
4" High Red Stripe 4" High White Lettering
\♦ \ \ \ \ FIRE LANE. -NO PARKING -TOW WAY ZONE
o \
\ All curbs and curb ends designated as
LOT 9R, BLOCK 2, I \ ♦ \\ \ \ \ firelanes on plane shall be painted red
' �\ \ \ \ \ with four inch white lettering stating
BERNADINE ESTATES �
aj \ ""FIRE LANE -NO PARKING -TOW AWAY ZONE"
LEDOUX, EDWARD M r`W
\
II & CLAUDIA F I \ \ \� �� Wording may not be spaced for more than
ZONING: R-1 wo . \ ♦\ s \ \ fifteen (15) feet apart.
•� ` �` �' FIRE SAN\ STRIPING DET°II
\ �•
.3/4 INCH IRO( / � / � \ '•. \ \ .\ ♦ �,� \ \ \ � \ \
ROD FOUND
25' CITY OF COLLEGE
LOT 8R BLOCK 2
BERNADINE ESTATES I STATION ELECTRICAL
FIRE LANE
DESIGNATED
PARKING
ONLY
18" x 12"
See Ordinance for
additional Information
on companion TOW AWAY sign
FIRE LANE SIC
38.375"
CES_
--i I-, MOUNT
2 3/8"
MODEL NUMBER
# OF BICYCLES
RACK LENGTH
RB 05
5
38.375"
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
RIBBON BIKE RACK DETAIL
DOTSON, DAVID JAY , EASEMENT (417/859) \ \ �\, \ ♦ \ \ \\ �\ \
/ .
_ _- RIGH
-.-----,_ -chi 1_G'f�TE __._
& FRANCES Z _ --- _- ,_ _ - _ _ __\ _ - ;,.,
__-----OF
ZONING:- R-1 ( I Lot 3 /
0
2� n�A
Point #1 F` o�
X= 3568092.67
Y= 10203634.78 f �0
Z= 108.73 'o���
,60d nail
Concrete
Pad for
Sanitation
!` Rollout
Ex. TxDOT
a Sign (to
\ �\ remain)
/8 INCH IRON \ \ \
ROD FOUND
24"
["'ln)
77-1 �... ,
TYPE 3 CURB
FOR USE WITH CONCRETE PAVEMENT OR APRON
NOT A SEPARATE PAY ITEM
NTS
11
.CINITYY MAP
SCALE: N.T.S.
T.979.260'.6963
F.979.260.3564
FIRM# 1'1443
51.1 UNIVERSITY DRIVE EAST
SUITE �04
COLLEGE STATION TX 7784[
PLAN & DESIGN SPECIA
CIVIL ENGINEERING # HYI
HYDROLOGY * UTILITIES +
SITE PLANS * SUBDIVI:
www.mitchellandmora
F
JOEL J. MITCHELL
[HELL
................................
80649 0 :�
G
Nmmm
>>
04 T
�m
IM
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of
ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
rnm
a a C a)
o 0
o
LO
_ - -,,-a. - Contact, Dig -Tess- @_ .1_-800 344-8377_ _ _.
J _ � f 00
�. _
Kimberly Winn @ ATMOS 774-2506
b. Contact KI
-
0 i,
C. Contact M, ke Lavender @ Suddenlink 846-2229
p_ w
�
is SANITARY SEWER MANHOLE 17. Contractor shall provide
\. 10
C� L
shown on this plans.
e. Contact Mitchell Gas @ 779-4460
/
\ ,X\(5
NTS
/ SITE
13
g. Contact Richard Wallace @ Verizon 821-4752
_0 F- � N
h. Contact Butch Willis @ College Station Water & Sewer 764-3660
Q) r 'U) 0 0
2.
TRANSFORMER PAD for all paper waste. CS Sanitation
� t
All construction shall be:in accordance with the current City of College Station
Q > cn
4
METRO
OC yam
\ � �
STORAG
-{
Details. All inspection shall be performed by the staff of the City Engineer of C.S.
BURGC�R
KING
All construction shall be coordinated with the City of C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the
o� '! o
LONGM
C�
prior to Construction. Requests for changes should include product information and
.CINITYY MAP
SCALE: N.T.S.
T.979.260'.6963
F.979.260.3564
FIRM# 1'1443
51.1 UNIVERSITY DRIVE EAST
SUITE �04
COLLEGE STATION TX 7784[
PLAN & DESIGN SPECIA
CIVIL ENGINEERING # HYI
HYDROLOGY * UTILITIES +
SITE PLANS * SUBDIVI:
www.mitchellandmora
F
JOEL J. MITCHELL
[HELL
................................
80649 0 :�
G
Nmmm
>>
04 T
�m
IM
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of
ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
rnm
a a C a)
o 0
o
LO
_ - -,,-a. - Contact, Dig -Tess- @_ .1_-800 344-8377_ _ _.
J _ � f 00
�. _
Kimberly Winn @ ATMOS 774-2506
b. Contact KI
-
0 i,
C. Contact M, ke Lavender @ Suddenlink 846-2229
p_ w
�
is SANITARY SEWER MANHOLE 17. Contractor shall provide
d. Contact Gilbert Martinez @ College Station Electrical 764-3660
C� L
shown on this plans.
e. Contact Mitchell Gas @ 779-4460
I'- o ~
sewer being constructed with this site plan is
f. Contact Union Pacific Resources @ 778-8525
w
g. Contact Richard Wallace @ Verizon 821-4752
_0 F- � N
h. Contact Butch Willis @ College Station Water & Sewer 764-3660
Q) r 'U) 0 0
2.
TRANSFORMER PAD for all paper waste. CS Sanitation
has agreed to this arrangement.
All construction shall be:in accordance with the current City of College Station
Q > cn
(C.S.) Standard Specifications for Street Construction, B/CS Unified Technical
(D cn
Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
_
Details. All inspection shall be performed by the staff of the City Engineer of C.S.
All construction shall be coordinated with the City of C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the
o� '! o
Contractor shall obtain written approval from the City Engineer for any substitution
C�
prior to Construction. Requests for changes should include product information and
an engineers seal where applicable. The contractor shall be financially responsible
for the engineer's time spe t reviewing changes and redesigning based on
contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29
CFR Part 1926; Subpart P. For general requirements, see Sheet S3 for details.
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 be at the expense of the Contractor. Structural areas
shall include all sidewalks and shall extend 5'- beyond the curb lines of all streets,
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.
C_
Additionally, the contractor shall coordinate all proposed work and procedures with
0
#4 Bars @ 15" O.C.E.W. 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. All materials and equipment shall be (D
6» 4000 PSI Concrete both furnished and installed l unless otherwise noted. n,,
8. The Contractor must provide construction staking from the information provide
on these plans.
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
\ \ \ \ \ \ \ 10. Trenches may be left open overnight if properly barricaded.
4. ,
6" Lime Stabilized Subgrad\/\\/\\/\\ 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any 't 'Ifid.
other Public or Private Utility, etc. are not separate pay items. The Price of the �u
adjustment shall be subsidiary to the construction of Sewer Line,
Force Main, etc.
STANDARD CONCRETE PAVEMENT DE/A 12. The contractor shall coordinate with Suddenlink Communications, Atmos
/L Energy, and Verizon to adjust the location of existing facilities.
NTS 13. The contractor is responsible for traffic control. This is not a separate pay
t
14. No spoil areas are available
15. All roof and ground -mounted
view or isolated so as not
LEGEND residential district within 150'
above grade. Such screening
materials, colors, and scale
10 WATER METER 16. Exterior Building and site
4 WATER VALVE the Unified Development Ordinance.
on this site.
mechanical equipment shall be screened from
to be visible from any public right-of-way or 4
of the subject lot, measured from a point five feet
shall be coordinated with the building architecture,
to maintain a unified appearance.NO"
lighting will meet the standards of Section 7.10 of '
The light source shall not project below an
opaque housing and no fixture
shall directly project light horizontally. Fixtures will
QW FIRE HYDRANT be mounted in such a manner
that the projected cone of light does not cross
-.- SANITARY SEWER CLEANOUT any property line.
is SANITARY SEWER MANHOLE 17. Contractor shall provide
parking lot striping in accordance with the layout
shown on this plans.
STORM DRAIN CURB INLET 18. All storm sewer and sanitary
sewer being constructed with this site plan is
private.
RAMP WITH ADA PAVERS 19. There will be a residential
rollout dumpster located on this site and will be
contained in the screened service
yard. The owner will provide a private shredder
TRANSFORMER PAD for all paper waste. CS Sanitation
has agreed to this arrangement.
20. It is the Contractor's r
- -- Within the easements showni
sponsibility to assure all public, utilities are constructed.
1 E Scate: � i
r 1 inch 20 feet
21. CONSTRUCTION SEQUENCING - The parking lot shall be fully constructed b
construction on the proposed building begins. Contractor shall keep t
lot clear of mud and dirt through the duration of the project.
I
1
n
SITE PLAN NOTES: w
1. Name of Project: Copper Falls Executive Suites '� 1
Address: Lot 1: 3206 Earl Rudder Freeway South�°�'���,�
Lot 2: 3204 Earl Rudder Freeway South
Lot 3:'' 3202 Earl Rudder Freeway South
College Station, Tx 77845
2. Legal Descriptio) : 0.982 Acres - Lots 1R & 2,�
Block 1 Copper Falls Commo s REVIEWED" OR
3. Owner: 1999 Properties Group, LLC e J
511 University Drive East, Suite 204
Calk ge Station, Texas 77840 Q
(97 ) 260-6963�EC Q
L
4. Engineer: Mitc ell & Morgan, L P 2Q 12
511 University Drive East, Suite 204
Colle ge Station, Texas 77840 GULLLUi- Es
(97 ) 260-6963 r DEVELOPMENT SES ICES
5. Zoning: Admini trative/Professional (A -P)
LAT FILED:
6. Existing Use: U j developed -Vacant
Proposed Use: Professional
7. Setbacks: Per City of College Station Ordinances O
8. Site Area: 1.62 acres
9. Water Demands (per bldg.): Min.=O gpm, Avg.=0.61
gpm, Peak=2.4 gp
10. Sanitary Deman s (per bldg.): 1000 GPD
11. No Portion of this site lies within the 100 -year s
floodplain boundary per FEMA's d Insuranc R a 1 1'
panels 48041 CO163 D and 480 1411
t1 e :? s
February 9, 2000.
PA_
RKING REQUIREMENTS
Total Area SF =i> Two Buildings =3404 + 2876 = 6280 SIT
Req'd Parking: Ips/250sf =6280/250 =26 Parking Spaces r
arking Provided =34 Parking Spaces (2 HC P 0 Sheets
41- 4)
I
PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 272.58
I
4" High Red Stripe 4" High White Lettering
\♦ \ \ \ \ FIRE LANE. -NO PARKING -TOW WAY ZONE
o \
\ All curbs and curb ends designated as
LOT 9R, BLOCK 2, I \ ♦ \\ \ \ \ firelanes on plane shall be painted red
' �\ \ \ \ \ with four inch white lettering stating
BERNADINE ESTATES �
aj \ ""FIRE LANE -NO PARKING -TOW AWAY ZONE"
LEDOUX, EDWARD M r`W
\
II & CLAUDIA F I \ \ \� �� Wording may not be spaced for more than
ZONING: R-1 wo . \ ♦\ s \ \ fifteen (15) feet apart.
•� ` �` �' FIRE SAN\ STRIPING DET°II
\ �•
.3/4 INCH IRO( / � / � \ '•. \ \ .\ ♦ �,� \ \ \ � \ \
ROD FOUND
25' CITY OF COLLEGE
LOT 8R BLOCK 2
BERNADINE ESTATES I STATION ELECTRICAL
FIRE LANE
DESIGNATED
PARKING
ONLY
18" x 12"
See Ordinance for
additional Information
on companion TOW AWAY sign
FIRE LANE SIC
38.375"
CES_
--i I-, MOUNT
2 3/8"
MODEL NUMBER
# OF BICYCLES
RACK LENGTH
RB 05
5
38.375"
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
RIBBON BIKE RACK DETAIL
DOTSON, DAVID JAY , EASEMENT (417/859) \ \ �\, \ ♦ \ \ \\ �\ \
/ .
_ _- RIGH
-.-----,_ -chi 1_G'f�TE __._
& FRANCES Z _ --- _- ,_ _ - _ _ __\ _ - ;,.,
__-----OF
ZONING:- R-1 ( I Lot 3 /
0
2� n�A
Point #1 F` o�
X= 3568092.67
Y= 10203634.78 f �0
Z= 108.73 'o���
,60d nail
Concrete
Pad for
Sanitation
!` Rollout
Ex. TxDOT
a Sign (to
\ �\ remain)
/8 INCH IRON \ \ \
ROD FOUND
24"
["'ln)
77-1 �... ,
TYPE 3 CURB
FOR USE WITH CONCRETE PAVEMENT OR APRON
NOT A SEPARATE PAY ITEM
NTS
11
.CINITYY MAP
SCALE: N.T.S.
T.979.260'.6963
F.979.260.3564
FIRM# 1'1443
51.1 UNIVERSITY DRIVE EAST
SUITE �04
COLLEGE STATION TX 7784[
PLAN & DESIGN SPECIA
CIVIL ENGINEERING # HYI
HYDROLOGY * UTILITIES +
SITE PLANS * SUBDIVI:
www.mitchellandmora
F
JOEL J. MITCHELL
[HELL
................................
80649 0 :�
G
Nmmm
>>
04 T
�m
IM
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of
ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
rnm
a a C a)
o 0
o
LO
_ - -,,-a. - Contact, Dig -Tess- @_ .1_-800 344-8377_ _ _.
J _ � f 00
�. _
Kimberly Winn @ ATMOS 774-2506
b. Contact KI
-
0 i,
C. Contact M, ke Lavender @ Suddenlink 846-2229
p_ w
�
is SANITARY SEWER MANHOLE 17. Contractor shall provide
\. 10
C� L
shown on this plans.
e. Contact Mitchell Gas @ 779-4460
/
\ ,X\(5
NTS
/ SITE
13
g. Contact Richard Wallace @ Verizon 821-4752
_0 F- � N
h. Contact Butch Willis @ College Station Water & Sewer 764-3660
Q) r 'U) 0 0
2.
TRANSFORMER PAD for all paper waste. CS Sanitation
� t
All construction shall be:in accordance with the current City of College Station
Q > cn
4
METRO
OC yam
\ � �
STORAG
-{
Details. All inspection shall be performed by the staff of the City Engineer of C.S.
BURGC�R
KING
All construction shall be coordinated with the City of C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the
o� '! o
LONGM
C�
prior to Construction. Requests for changes should include product information and
.CINITYY MAP
SCALE: N.T.S.
T.979.260'.6963
F.979.260.3564
FIRM# 1'1443
51.1 UNIVERSITY DRIVE EAST
SUITE �04
COLLEGE STATION TX 7784[
PLAN & DESIGN SPECIA
CIVIL ENGINEERING # HYI
HYDROLOGY * UTILITIES +
SITE PLANS * SUBDIVI:
www.mitchellandmora
F
JOEL J. MITCHELL
[HELL
................................
80649 0 :�
G
Nmmm
>>
04 T
�m
IM
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of
ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
rnm
a a C a)
o 0
o
LO
_ - -,,-a. - Contact, Dig -Tess- @_ .1_-800 344-8377_ _ _.
J _ � f 00
�. _
Kimberly Winn @ ATMOS 774-2506
b. Contact KI
-
0 i,
C. Contact M, ke Lavender @ Suddenlink 846-2229
p_ w
�
is SANITARY SEWER MANHOLE 17. Contractor shall provide
d. Contact Gilbert Martinez @ College Station Electrical 764-3660
C� L
shown on this plans.
e. Contact Mitchell Gas @ 779-4460
I'- o ~
sewer being constructed with this site plan is
f. Contact Union Pacific Resources @ 778-8525
w
g. Contact Richard Wallace @ Verizon 821-4752
_0 F- � N
h. Contact Butch Willis @ College Station Water & Sewer 764-3660
Q) r 'U) 0 0
2.
TRANSFORMER PAD for all paper waste. CS Sanitation
has agreed to this arrangement.
All construction shall be:in accordance with the current City of College Station
Q > cn
(C.S.) Standard Specifications for Street Construction, B/CS Unified Technical
(D cn
Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
_
Details. All inspection shall be performed by the staff of the City Engineer of C.S.
All construction shall be coordinated with the City of C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the
o� '! o
Contractor shall obtain written approval from the City Engineer for any substitution
C�
prior to Construction. Requests for changes should include product information and
an engineers seal where applicable. The contractor shall be financially responsible
for the engineer's time spe t reviewing changes and redesigning based on
contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29
CFR Part 1926; Subpart P. For general requirements, see Sheet S3 for details.
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 be at the expense of the Contractor. Structural areas
shall include all sidewalks and shall extend 5'- beyond the curb lines of all streets,
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.
C_
Additionally, the contractor shall coordinate all proposed work and procedures with
0
#4 Bars @ 15" O.C.E.W. 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. All materials and equipment shall be (D
6» 4000 PSI Concrete both furnished and installed l unless otherwise noted. n,,
8. The Contractor must provide construction staking from the information provide
on these plans.
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
\ \ \ \ \ \ \ 10. Trenches may be left open overnight if properly barricaded.
4. ,
6" Lime Stabilized Subgrad\/\\/\\/\\ 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any 't 'Ifid.
other Public or Private Utility, etc. are not separate pay items. The Price of the �u
adjustment shall be subsidiary to the construction of Sewer Line,
Force Main, etc.
STANDARD CONCRETE PAVEMENT DE/A 12. The contractor shall coordinate with Suddenlink Communications, Atmos
/L Energy, and Verizon to adjust the location of existing facilities.
NTS 13. The contractor is responsible for traffic control. This is not a separate pay
t
14. No spoil areas are available
15. All roof and ground -mounted
view or isolated so as not
LEGEND residential district within 150'
above grade. Such screening
materials, colors, and scale
10 WATER METER 16. Exterior Building and site
4 WATER VALVE the Unified Development Ordinance.
on this site.
mechanical equipment shall be screened from
to be visible from any public right-of-way or 4
of the subject lot, measured from a point five feet
shall be coordinated with the building architecture,
to maintain a unified appearance.NO"
lighting will meet the standards of Section 7.10 of '
The light source shall not project below an
opaque housing and no fixture
shall directly project light horizontally. Fixtures will
QW FIRE HYDRANT be mounted in such a manner
that the projected cone of light does not cross
-.- SANITARY SEWER CLEANOUT any property line.
is SANITARY SEWER MANHOLE 17. Contractor shall provide
parking lot striping in accordance with the layout
shown on this plans.
STORM DRAIN CURB INLET 18. All storm sewer and sanitary
sewer being constructed with this site plan is
private.
RAMP WITH ADA PAVERS 19. There will be a residential
rollout dumpster located on this site and will be
contained in the screened service
yard. The owner will provide a private shredder
TRANSFORMER PAD for all paper waste. CS Sanitation
has agreed to this arrangement.
20. It is the Contractor's r
- -- Within the easements showni
sponsibility to assure all public, utilities are constructed.
1 E Scate: � i
r 1 inch 20 feet
21. CONSTRUCTION SEQUENCING - The parking lot shall be fully constructed b
construction on the proposed building begins. Contractor shall keep t
lot clear of mud and dirt through the duration of the project.
I
1
n
SITE PLAN NOTES: w
1. Name of Project: Copper Falls Executive Suites '� 1
Address: Lot 1: 3206 Earl Rudder Freeway South�°�'���,�
Lot 2: 3204 Earl Rudder Freeway South
Lot 3:'' 3202 Earl Rudder Freeway South
College Station, Tx 77845
2. Legal Descriptio) : 0.982 Acres - Lots 1R & 2,�
Block 1 Copper Falls Commo s REVIEWED" OR
3. Owner: 1999 Properties Group, LLC e J
511 University Drive East, Suite 204
Calk ge Station, Texas 77840 Q
(97 ) 260-6963�EC Q
L
4. Engineer: Mitc ell & Morgan, L P 2Q 12
511 University Drive East, Suite 204
Colle ge Station, Texas 77840 GULLLUi- Es
(97 ) 260-6963 r DEVELOPMENT SES ICES
5. Zoning: Admini trative/Professional (A -P)
LAT FILED:
6. Existing Use: U j developed -Vacant
Proposed Use: Professional
7. Setbacks: Per City of College Station Ordinances O
8. Site Area: 1.62 acres
9. Water Demands (per bldg.): Min.=O gpm, Avg.=0.61
gpm, Peak=2.4 gp
10. Sanitary Deman s (per bldg.): 1000 GPD
11. No Portion of this site lies within the 100 -year s
floodplain boundary per FEMA's d Insuranc R a 1 1'
panels 48041 CO163 D and 480 1411
t1 e :? s
February 9, 2000.
PA_
RKING REQUIREMENTS
Total Area SF =i> Two Buildings =3404 + 2876 = 6280 SIT
Req'd Parking: Ips/250sf =6280/250 =26 Parking Spaces r
arking Provided =34 Parking Spaces (2 HC P 0 Sheets
41- 4)
I
I
-
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. I I ._ I I � � I . .,. . . � �%.,. - . . . / , . 11 I ... ..... 11 ... I � . � ... I . . � I I� � .
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-- I � . � . , � 1\ . . .. �.
9.23 sq.ft. . I I � I I . I . . I . ... . , ""I_-----",/, , .- '. .,.., � . I . � . \ : . - I � . I., I I I . � . . . i: .
I Site area= .98 ac.= 48,31 ".. % .. , . , , � . .. .
� : . . . ....
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- . I . . . .: .'A 1. . ,�_, . . . I . � . I I - .. _ I.... � .. 1! .
* � I
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. I . � I I . . 1. .,�. ... / � '. . . \ I . I :�, . I
I . . . I �� . I . . % .
� . I : . .l.w...I.I.."_ ... I " %, ... '.., f . . . . .1 I ... 1. .,. . E PAVI,,JNG, DECORATIVE ROCK( NOT LOOSE),OR A PERENNIAL i i: I
I...' I I I . .. . . . � i .
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� � 1,000 = 48.319 � 48.319 x3O= 1,449.5 points required 1, . I � I � . . . ... .. " . I , I VER, DECORAT IV
I I . I . . . ".... I , * L.-, � :I � - .
I . : . . . I I .. ". I I - - I . ". . \ I . . I . DS,SWALES AND DRAINAGE AREAS, THE PARKING w, ;4 �
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.
. � � 1. . � ,� � .. , I" �.. \ * , I . I � .i,. \ 'k ... , . . I LOT S-9-TBACK, R I GHTS OF'WAY'AN JC N, . III. - I . .
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I
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. � . . ... I .1 ...:, :, I I I � � .,T JI �
* 5 gal. x 10= 280 1 1 1 . ,. . , i . , i � I . I . 'll ! �
I � I I I- I �� -,
. I : . � . � .. . , . � 1_1� ...".., % . � . ., . 1� Z5, - .. �� , , .. �
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Boxwood .. � I I . �. I ..., � �-, I ..., . I . P . . � � .
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`
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�
I "I AZATE OF OCCUPANCY IS: I .
I I I I I � , . ,
� I � . ..., I I , " .. . . . -, '�. 11 . .1 . ., 'SSUED I :
I . � " .
� .. .. .. - I 1, , I
,
. .11 . I x 10= 110 : I I �. . I . -\ .11 *. .\ 1, I � I . . CERT` E , ,-�. � � I ,I � .
.1.1 ,. . .
I I 11 Ilex cornuta burfordii 'nana Dwf.Burford Holly ,5 ga . . I � I . I . ,:_.- .,.. I .,l , ... . I ..."..., .� I . '� I , . , �, - ,it I
. .1 11 � ... � ... I ,. l, �' � I % *.. 1.
- " , .. ,. . . , � . , -.11 I I . �
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.
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%� . � . . I : � ............ _ . . .. . . . .
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37 Ilex vornitoria nana, Dwf.Yaupon 5 gal. x 10=370 :::::i::ii!:*:,:,,...�-111,11,�����... ; ! �, i._ * i:.. ... �. ., � I. "I � . . . .
...... , .... .. .... . ... . I '11\ . :,. I . .1 .
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. - .�_ , .. ..,
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PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev 272.58
LANDSCAPE/STREETSCAPE POINTS CALCULATIONS.
T.979.260.6963
F.979.260.3564
FIRM# 1443
511 UNIVERSITY DRIVE EAST
SUITE 204
,^.OLLEGE STATION. TX 77840
PIAN & DESIGN SPECIALISTS IN
CML ENGINEERING *HYDRAULICS
HYDROLOGY s UTILITIES r STREETS
SITE PLANS s SUBDIVISIONS
:..
JOEL J. MITCHELL
....................................
80649 4
QUANTITY
TOTAL PTS
3
900
1
0
5
0
4
1600
1
400
2
300
15
500
1
0
11
110
4
0
46
0
60
0
STREETSCAPE:
286.17'/50 X 300 PTS = 1717 PTS
286.17'/25 = 12 CANOPY TREES
POINTS PER PROJECT AREA:
48,319.23 SQUARE FEET OF SITE AREA
48,319.23/1000 = 48.32
48.32 X 30 = 1,449.6 PTS
TOTAL POINTS REQUIRED: 3,166.6 PTS
TOTAL POINTS PROPOSED: 3,910 PTS
TOTAL CANOPY TREES = 16
T.979.260.6963
F.979.260.3564
FIRM# 1443
511 UNIVERSITY DRIVE EAST
SUITE 204
,^.OLLEGE STATION. TX 77840
PIAN & DESIGN SPECIALISTS IN
CML ENGINEERING *HYDRAULICS
HYDROLOGY s UTILITIES r STREETS
SITE PLANS s SUBDIVISIONS
:..
JOEL J. MITCHELL
....................................
80649 4
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PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev 272.58
LANDSCAPE/STREETSCAPE POINTS CALCULATIONS.
T.979.260.6963
F.979.260.3564
FIRM# 1443
511 UNIVERSITY DRIVE EAST
SUITE 204
,^.OLLEGE STATION. TX 77840
PIAN & DESIGN SPECIALISTS IN
CML ENGINEERING *HYDRAULICS
HYDROLOGY s UTILITIES r STREETS
SITE PLANS s SUBDIVISIONS
:..
JOEL J. MITCHELL
....................................
80649 4
QUANTITY
TOTAL PTS
3
900
1
0
5
0
4
1600
1
400
2
300
15
500
1
0
11
110
4
0
46
0
60
0
STREETSCAPE:
286.17'/50 X 300 PTS = 1717 PTS
286.17'/25 = 12 CANOPY TREES
POINTS PER PROJECT AREA:
48,319.23 SQUARE FEET OF SITE AREA
48,319.23/1000 = 48.32
48.32 X 30 = 1,449.6 PTS
TOTAL POINTS REQUIRED: 3,166.6 PTS
TOTAL POINTS PROPOSED: 3,910 PTS
TOTAL CANOPY TREES = 16
T.979.260.6963
F.979.260.3564
FIRM# 1443
511 UNIVERSITY DRIVE EAST
SUITE 204
,^.OLLEGE STATION. TX 77840
PIAN & DESIGN SPECIALISTS IN
CML ENGINEERING *HYDRAULICS
HYDROLOGY s UTILITIES r STREETS
SITE PLANS s SUBDIVISIONS
:..
JOEL J. MITCHELL
....................................
80649 4
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PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 272.58
4" High Red Stripe 4" High White Lettering
FIRE LANE -NO Pt�RKING-TOW WAY ZONE
-Al All curbs and curb ends designated as
LOT 9R, BLOCK 2, ul firelanes on plans shall be pointed red
Cy)
BERNADINE ESTATES O� C, JJ with four (4) Inch white lettering stating
0) 5' A 0VIKIf1_Tf%W AWAV 7MIC"
LEDOUX, EDWARD M 35 1/4" X
9 % Wording may tiot be spaced for more than 18" x 12"
11 & CLAUDIA F - See Ordinance for
1 11 fifteen (15) feet apart
ZONING: R-1 W additional Information 01
0 71
on companion TOW AWAY sign
%
q\k FIRE LANE SIGN
17 >-<
SURFACE
FLANGE 0
MOUNT METRO C:
STORAG
FIRE LANE STRIPING DETAIL
GROUN) BURGER\
0 N LEVEL
-1 10 1/4" INGROUND
3/4 INCH IRON 31,
ANCHOR
MOUNT
ROD FOUND % T
'X
Lotinhi
%
2 3/8"
MODEL NUMBER
# OF BICYCLES
RACK LENGTH
RB 05
5
38.375"
�ICINITY MAP
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40
0 SCALE: N.T.S.
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
% RIBBON BIKE RACK DETAIL GENER AL CONSTRUCTION N ES:
NTS
1. It shall be the resporsibility of the Contractor to verify the exact location of,
TY OF COLLEGE ALL existing underground itilities. Furthermore, the Contractor shall contact all
LOT 8R, BLOCK 2, 25' Cl 10 utilit company representa:ives a minimum of 48 hours in advance of any
STATION ELECTRICAL y
BERNADINE ESTATES excavation.
EASEMENT (417/859)
6"
-G&,ICR-E,,TE RIGHT -800-344-8377
DOTSON, DAVID JAY
a. Contact Dig Tess @ 1
& FRANCES Z - ------
OF WAY 3" b. Contact Kimberly Winn @ ATMOS 774-2506
MGNUM&T Ex,-Sfgrm C. Contact Mike Lavender @ Suddenlink 846-2229
d. Contact Gilbert Martinez @ College Station Electrical 764-3660
Block 1
ZONING: R-1 Lot 3
FOIN\D iht
,PZ
-4460
-Coric �e
0.630 Acres e. Contact Mitchell Gas @ 779
?71 3t
,,LLJ
-8525
Contact Union Pacific Resources @ 778
... ..... 9. Contact Richard Wallace 0 Verizon 821-4752
-3660
Contact Butch Willis @ College Station Water. & Sewer 764
�70 . . ....
Lo
-3202 Earl Rudder
12"
.. . .. . . . . . ...........
Freeway South 2 6-)_ 2. All construction shall be in accordance with the current City of College Station
(C.S.) Standard SpecificatiDns for Street Construction, B/CS Unified Technical
U1
Specifications, Water and 3ewer and Generals, 2007, and BCS Unified Design
end\hmark:
Center 268
Details.. All inspection shal be performed by the staff of the City Engineer of C.S.
Corner\of �Cohcr6j\e \Meadwall
----Line o_f-- . . ..... ..
All construction shall be coordinated with the City of C.S. City Engineer.
(D Xi 31P6q095.35
--Cre
Ex. e
0 0 3. In lieu of using the construction materials indicated in these plans, the
\Y- 020382 62
20' PUBLIC -7 \1
Eley L#4 Bars @ 15" O.C.
60J Contractor shall obtain wr tten approval from the City Engineer for any substitution
prior to Construction. Req jests for changes should include product. information and
UTILITY EASEMENT
an engineers seal where applicable. The contractor shall be financially responsible
-YR WATER
(D
. i. - 2. \ I
(428/882) CALCULATED 100 Ni \ \
for the engineer's time S ent reviewing changes and redesigning based on
(T SURFACE (PRE=POST V _7YPE J CURB p
contractors requests.
0 0
DEVELOPMENT) 'b '.00-0,
4. Trench Safety Rei
n FOR USE WITH CONCRETE PAVEMENT OR APRON quirements shall be in accordance with O.S.H.A. Standard 29
.0e
NOT A SEPARATE PAY ITEM CFR Part 1926 Subpart Pi� For general requirements, see Sheet S3 for details.
'00, 1
-7 NTS 5. TRENCHING AND BACK FILLING: All trenching and backfilling shall conform to
the specifications set out herein. Testing shall be provided by a certified
-1-e' RCP /GUTFALL laboratory, at the Owner'sl: expense, to verify these standards. Any retesting due
Center --Line of
EX. 274 .00, to substandard work shall!: be at the expense of the Contractor. Structural areas
--�Ex. Creek
MANHOLE' I - j -I--
�f!�jjt �30 0 24" 6" ewa
shall include all Sid Iks and shall extend 5' beyond the curb lines of all streets,
A
7^, -alle s and ar-ki- areas.,
�,HDR 19
J r
P "\X
6. It is the responsibilityl OT the contractor to com ly with all' State and Federal
�6 I?
-SS- Regulations regarding construction activities near energized overhead power lines
%
Additionally, the contractor shall coordinate all proposed work and procedures wit
h
Bars @ 15" O.C.E.W. the City of C.S. Electrical I Division
#4
7. All materials & labor Inot identified as a Separate Bid Item shall be considered
r 7kV
IMM OUND
subsidiary to the item in l�hich it is used. All materials and equipment shall be
'�\UNDER GR
\J.
Sl C both furnished and installed unless otherwise noted.
0 P
ffip DETENTION AREA
Sri Z_3 %1.
8. The Contractor must rovide construction staking from the information pr vide
p
Nell
B
on these plans.
25' CITY OF COLLEGE A 9. All soil exposed by construction shall receive cellulose fibermulch seeding.
STATION PUBLIC UTILITY �0%1181gl /X /1 10. Trenches may be left 'open overnight if properly barricaded.
Exist IxD0I 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any
EASEMENT (876/34) Light role
KOEHN
3/4 INCH IROI�, ..... . rr�!W,%_a n Y01 (to n other Public or Private U ility, etc. are not Separate pay items. The Price of the
. ; 4N IN variable Width djustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
ROD FOUND NIV ." 'Ooe �ffnclosure ?I -,A a
9 6 12. The contractor shall�jcoordinate with Suddenlink Communications, Atmos
?6 \ ��\ P I t Access, 4_1 a ust
IV - STANDA C0NCRL7E PAVEMENT DETAIL
C'. 0-� ParKing, Drainage, 1'� I -
, \ `H.C. I Energy, and Verizon the location of existing facilities.
tba < n and Utility TREES %
13. The contractor is responsible for traffic control. This is not a separate pay
Ex. 4i IER NITS
Easement % item.
l;,x
Overhead 14. No spoil areas are
vailable on t is site.
Electric REMAIN --mounted mechanical equipment shall be screened from
1Y 15. All roof, and ground
URBA
VE6ETAtION
1 INDI�T, E view or isolated so as not to be visible from any public right-of-way or
location)
LOT 7, BLO 2,
residential district within 1�tO' of the subject lot, measured from a point five feet
RN,111. KWINO LEGEND
BERNADINE ES ES 11 -1 C k k A *, 4. .4 :44� 4." 1.,
BRIGGS THOM4 & 60 Prop. �8
ROBERT & LA Ll I pgg - S. 1.
C)
BELL r -rigati,
V) 2" It 46' qi 18" RCI` Point #1
ZONING: R-1
S!eeve 35680
Y= 10203008
Ex. 8" Sanitary Z= 108.73 -0 -�h I -
Fire Lope
Sewer TREES & 60d nail
t139VDA Sign
(approx. location)t</ Concrete
t� I A rI\UN 2" pgp
Pad foi
REMAIN
SERVICE WATER LINE I WIN Sanitation
CONTRACTOR SHALL USE
N Generator Rollout
SMAH TRENCHER IN THIS . \ Pad (41 81) A
AREA TO MINIMIZE Electrical
DISTURBANCE.
Primary
ABSOLUTELY NO LARGE c
1(2-2" r VIC rop. 18" Ex. TOOT
EQUIPMENT IN THIS AREAl --'[68 Electrical I ranstorme WS 2" Electrical S.E.T. 4
900 Conduit. Sign (to
Pad 1-1 A**" 1.11111 25'x2� Sinn &
a ove gra e. ut. QGIVVIIIIIV 151"011 V -%JVI na e w e u ng arc I ec ure,
materials, colors, and scale to maintain a unified appearance.
16. Exterior Building -and site lighting will meet the standards of Section 7.10 of
the Unified Development Ordinance. The light source shall not project below an
opaque housing and no fi,�ture shall directly project light horizontally. Fixtures will
be mounted in such a manner that the projected cone of light does not cross
any property line.
17. Contractor shall provice,parking lot striping in accordance with the layout
wer a 3ry sewer b ing con tr cted with this site plan is
a re deitial rollout dumpster located on this site and will be
�d 'I "n1h Me sc
ree d service yard. The owner will provide a private shredder
for all paper waste. S anitation has agreed to this arrangement.
[3 AEQiAFC*DContractc IS responsibility to assure all public utilities are constructed
with' the vasements , im In.
21. ONigUCTION SEC JENCING - The parki g lot shall be fully constructed before
connc*.o on the pr posed building begins. Contractor shall keep the parkin I
lot�-J-ar Qf mud and irtl'throunh the duration of the nroiect
2 -PVC i
g"M
r- .-L- I W, _ ge Egm ient remain)
2-pv( Q. -
2-PvC J
&g REVIEWED
V
F VO
a
R,
ROD FO :3
ED
NOT REQUIP,
MP _1A1
3 2" PVC
/2\ -3 If in 1 Name, of Proj ct: Copper alls Executive Suites
Conduits for
i - _1� - Address: Lot � R: 3206 Earl Rudder Freeway South SEP 17 201,
Verizon (x2) &
%s, c/
Lot 2: 3204 Earl Rudder Freeway South
Lot 3: 3202 Earl Rudder Freeway Southl
Ex. AA
Suddenlink (xl), �2 I Sec 0% GOLLLQ
24" bury, 1 Powe 15' PUBLIC 4� HiOH STONE/STLICCO SIGM
Pole Electrical C(
if I IYULIU1 III __1/1 :)Ilelge Station, Tx 77845
Trench. UTILITY 2' STONE PEDESTAL DEVELOPMENT
196 I.f., Elbow up EASEMENT PVC Electrical 2. Legal Description: 0.982 Acres - Lots 1R & 2, 1
d V/
both ends. (10780/11) Conduit) Block 1 Copper Falls Commons P
199'9 Propertie Group, LLC
5 1 University Drive East, Suite 204
1
oo :Irop. 4" Colege Station, Texas 77840
LOT 6, BLOCK 2,
Sanitary N g, pigg, o A 9) 260-6963
e ri,
BERNADINE ESTATES \\\ . I 1 1. 1
0 Sewer
ON, ps, gypi 4., Engineer: Mithell & Morgan, L.L.P.
Service Line 0.1 University Drive East, Suite 204
BELL, LANCE E &
11REES & CID
Col
MARLENE L lege Station Texas 77840
ZONING: R-1 QTHER I . 11� .
ION (9 9) 260
,T� -69 3
RtE$ & UIILIrY REMAIN 5. Zoning: "OfRof,
OTHER U`;��ISTURO`E J -
6. Existing Use:
ENT D % �e n3f
V Profccigginno
27 3 REMAIN i/8 INCH IRO 7. Setbacks: Per City of College Station Ordinances
(10780/11)
EGETATIO'N,-
UNDTST0`R1ED '/ ..
.. ... ............... ................. ......... .... ROD FOUND 8. Site Area: 1.E21 acres REV
......... ........................................... ....... .......... ....... ...... ...................... ............ ..............
..... .... .... ........... .......
pt gq, .9. Water Demanis (per bldg.): Min.=O gpm, Avg.=O..61 Co
Ex. Watern
(approx. \Iocati�n) C Side SetbaC4 LIAN
I M gpm, Peak=2.4 a5m
dab
5/8 INCH IRON-' '46" W\ 141 6'x6' 308.99' ani ary emcn SEP 1, 7 2014
N 47�1 9
a -WL- S -WL 0-0-0- 0-0 0-0- 11. No Portion of this site lies within the 100 -year
ROD SET L - EY,. MANHOLE Trash Can -o floodplain boundar� per FEMA's Flood Insurance Rate M p
LFC 0�1 YTY (APPROX. - En I closure panels 48041COlE 1 3 D and 48041CO201 D. Effective dCOLLEGE STA
:EA�.Emlls�Tj (1 oi-O /4�7) 20' PUBLIC Install 1-1"
8 -SS --O LOCATION) February 9, 2000.
10' ELECTRICAL t UTILITY Irrigation Water INEERIP
0 EASEMENT Meter & Meter PARKING REQU REMENTS
EASEMENT Box
(1030/457) (1030/457) LOT 2, BLOCK B, HANEY HIGHWAY SIX Total Area SF 1=> Two Buildings =3404 + 2876 +1620 (Building 2
GREENBELT 30' PUBLIC ACCESS LOT 1, BLOCK B, HANEY HIGHWAY SIX 15' 9i Ex. 8" Sanitary Sewer METRO MINI STORAGE/ upstairs)= 79CO SF
10'.1. RESERVE. EASEMENT METRO MINI STORAGE/ (approx. location) COLLEGE STATION LTD Req'd Parking: 1 ps/250sf =7900/250 =32 Parking Spaces
(1030/457) COLLEGE STATION L:rD ZONING: PDD Total Parking rovi e Parking Spaces (2 HC, P.S. Inc.)
ZONING: PDD
T.979.2: .6963
F.979.260.3564
FIRM# l��:
1443
511 UNIVERSITY DRIVE EAST
11
SUITE 204
COLLEGE STATION, TX 77840
PLAN & DESIGN'!
SPECIALISTS IN
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY *UTI LITIES * STREETS
SITE PLANS * SUBDIVISIONS
www.mitchellandmorgan.com
10/05/12
..OF
....................
..................
I JOEL J.
AITCHELL
.......................................
80649
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PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 272.58
CN
M
W A
MIRIN
R-
T/OSTS WITH
"Ng
ORANGE "SAFETY FENC
00
TPF717CZ Ar
LAN DSCAPE/STREETSCAPE POINTS CALCULATIONS.
10 f
0 feet SYMBOL UNIT PTS. SIZE COMMON NAME (BOTANICAL NAME)
300 4"-8" Post Oak (Quercus stellate) Existing
0 4"-8" Ash Juniper (Juniperus ashei) Existing
0 +8* Overcup Oak (Quercus lyrato) — Existing
400 +8" Post Oak (Quercus stellate) — Existing
400 +8" Water Oak (Quercus nigra) — Existing
974 150 2.1*-3.4" Pecan (Caryo illinoinensis)
Crape Myrtle (Lagerstroemic indica)
Basham's Party Pink
0 10 gal Chaste Tree (Vitex agnus—castus)
10 5 gal Pineapple Guava (Fetkoa selloWiana)
0 1 gal Maiden Grass (Miscanthus sinensis)
0 0 Yellow Texas Lantana (Lantana horrida)
0 4' Asian Jasmine (Trachelospermum asiaticum)
BARRICADE FOR EXISTING TREES TO BE CONSTRUCTED WITH 48" HIGH
ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED TO STEEL
T—POSTS. BARRIDCADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT
ACTIVITY AS WELL AS THROUGHOUT THE CONSTRUCTION PROCESS.
O
NOTES:
1. IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER PRIOR
TO ISSUANCE OF A C.O.
2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACKS,
I A ,
DSTS WITH
NGE SAFETY FE
cp%
I ANNUAL COLOR
DWNER TO SELECT
0,6
0
00 .2.2 004
SIGN 00000000000
o L 70
QUANTITY
TOTAL PTS
3
900
1
0
5
0
4
1600
1
400
2
300
15
Boo
1
0
11
110
4
0
46
0
60
0
STREETSCAPE:
286.17'/50 X 300 PTS = 1717 PTS
286.17'/25 = 12 CANOPY TREES
POINTS PER PROJECT AREA:
48,319.23 SQUARE FEET OF SITE AREA
48,319.23/1000 = 48.32
48.32 X 30 = 1,449.6 PTS
TOTAL IPOINTS REQUIRED: 3,166.6 PTS
TOTAL
TOTAL POINTS PROPOSED: 3,910 PTS
OT C
CANOPY TREES = 16
(D (D Q)
0!
STONE DGING
4, "k.
pid
VV
Ph"" EAV41 EVt
A-1. AnqL :,y
P9
OCT 5 2012
D VEI QWNOE-107%
-T I E.CESE
TREES & OTHER %(.EGETATION
REMAIN UNDISTURBED
INCH IRON
RN FOUND
........ . ... . ...
Al
MITCHELL
lvsml�
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 PLAINS * SUBDIVISIONS
www.mitchellandmorgan.com
10/05/12
OF
..............................
JOEL J. MITCHELL
.......................................
80649
Fssi
L
Nmmm
F> - 33
F1 a
0•
12 Mir
04
�
O ; O
�
0
4 0 40
6
0
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(D
Of
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Qr
4]
Q)
Of 10 Sheets
&A
PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 272.58
4' High Red Stripe
- ----- FIRE LANE —NO PARKING —TOW WAY ZONE
-A All curbs and curb ends designated as
LOT 9R, BLOCK 2, firelones on plans shall be painted red
BERNADINE ESTATES 0� C14
with four (4) Inch white lettering stating
0) PARKING -TOW AWAY ZONE"
Lr-UUU,N, LUMAMIJ M -1/4"
11 & CLAUDIA F Wording may not be spaced for more than 18" x 12" 5/8" 35
fifteen (15) feet apart. See Ordinance for
ZONING: R-1 0 additional Information 0%
on companion TOW AWAY sign
0 FIRE LANE SIGN
SURFACE
FLANGE
MOUNT
FIRE LANE STRIPING DETAIL
GROUND
r -71 /
LEVEL
10 1/4"
INGROUND
3/4 INCH IRON 3"
/P/
\Ni�
ROD FOUND MOUNT
%
_A_
2 3/8"
MODEL NUMBER
# OF BICYCLES
RACK LENGTH
RB 05
5
38.375"
'JIU UU .,J � I � U� U I U,
�materials, colors, and scale to maintain a unified appearance.
16. Exterior Building and site lighting will meet the standards of Section 7.10 of
the Unified Development Ordinance. The light source shall not project below an
opaque housing and no fixture shall directly project light horizontally. . Fixtures will
be mounted in such a manner that the projected cone of light does not cross
any property line.
17. Contractor shall provide parking lot striping in accordance with the layout
I
wer a Sanitary sewer being constructed with this site plan is
IpE- a re dential rollout dum pster located on this site and will be
ni �e ed service yard. The owner will provide a private shredder
for all paper waste. S Sanitation has agreed to this arrangement.
0 4WQLi#FJWontract 's responsibility to' assure all public utilities are constructed
with' th ents own.
21. LiRbNtll�UCTION SE ENCING - The parking lot shall be fully constructed before
conMc*o on the pr posed building begins. Contractor shall keep the parking
lot,.-J-ar afi mud and irt throunh the duration of the nroiect
2-F11C E ent remain)
REVIEWE
1/2 INCH R( N
ROD F
^OM
'IV 2- r-015 V NOT REQUIP.50 -PHAP
2'PVC 91�1
Is SIM PrAIITOM
(&C3-2- PVC
1. Name. of Project: Copper Falls Executive Suites
Address: Lot 1R: 3206 Earl Rudder Freeway South
onduits for SEP 01
Verizon (x2)
Lot 2: 3204 Earl Rudder Freeway South
Suddenlink (xl 2" Irrigation
Ex. Second`ai�& t� A Lot 3: 3202 Earl Rudder Freeway South 0 iM
GOLLLQ
24" bury, 1 Powe 15' PUBLIC 4� H�IH STONE/STUCCO SIIG� College Station, Tx 77845
y Electrical 2 -_ 2, �"( 2" Irrigation
Trench. Pole UTILIT w/ 2' STONE PEDESTAL Lots 1 R &
196 I.f., Elbow up EASEMENT PVC Electi ical Sleeve 2. Le -al Description: 0.982 Acres s Common PLAWILEA
both ends. (10780/11) Conduit)
Block 1 Copper Fall is
gr rope ies roup,
0 wner:
t5l, X�v 511 University rive East, Suite 204
'6
V Station,
College exas 77840
LOT 6, BLOCK 2, Prop. 4"
Sanitary
4, (979) 260-6963
0 __2 Z� W
71
'JI
BELL, LANCE E & 0
BERNADINE ESTATES Sewer 7 K, �
in a,
4. Engineer: Mitchell & Morgan, L.L.P.
Service Line
TREES & CO
511 University Drive East, Suite 204
MARLENE L ......... .
c,--%, QTHER College Station, exas 77840
ZONING: R-1 & ""' . I
272— 20 Lit, EGI;,IAIIUN (979) ' 60-6963
5. Zoning: Adffi4494-ative �Rrnfes�si --- 1 -�AP-)
TRtES & U I I ! WE" REMAIN
IF- EASEMENT UN�ISTUFR'ED
OTHER 6. Existing Use: L4rrdeve4eped--V4eefA- 6,ffi'
0 VEGETATIO`114�' 10780/11) ce- 30
UNDlSTU-RQED /8 INCH IRON 7. Setbacks: Per City of College Station Ordinances
273 REMAIN
................. .................. . ...... ........... .................. .......................... ................ RE EWED
ROD FOUND 8. Site Area: 1.621 acres
. ... .............. .
I.-
"'I'LIA
9. Water Demands (per bldg.): Min.=O gpm, Avg.=0.61
Ex...
line 7.5' Side Setbac/� CO IV
p rox. \Iocati n) gpm, Peak=2.4 gpm
308.99' 10. Sanitary Demands per bldg. : 1000 GPD
5/8 INCH IRON-- N 47�19'46" W\ 6x6' SEP 17 2014
ROD SET f A S-WL-'- 0 0 0_0 0-0— 11. No Portion of this site lies within the 100-year
0,\ U LIC QT' �)TY EX,. NlAiIl�(5EE I rash SCan —o floodplain boundary per FEMA's Flood Insurance Rate M p
J (APPROX.- Enclo ure
EA�EM�JT (103-0/4k7) I panels 48041CO163 D and 48041CO201 D. Effective dCOLLEGE S
Install 1-1"
LOCATION) 20' PUBLIC
a -SS-- R n UTILITY Irrigation Water February 9, 2000. 1N# E E R
10' ELECTRICAL
EASEMENT co EASEMENT Meter & Meter PARKING REQUIREMENTS
(1030/457) (1030/457) Box LOT 2, BLOCK B, HANEY HIGHWAY SIX Total Area SF => Two Buildings =3404 + 2876 +1620 (Building 2
L
ST'020 upstairs)= 7900 SF
LOT 1, BLOCK B, HANEY HIGHWAY SIX METRO MINI STORAGE/ Inc-h'
GREENBELT 30' PUBLIC ACCESS : 5' i2 Ex. 8" Sanitary Sewer
METRO MINI STORAGE/ It COLLEGE STATION LTD Req'd Parking: 1ps/250sf =7900/250 =32 Parking Spaces
10 RESERVE. EASEMENT cc
ME COLLEGE STATION L*FD (approx. location)
(1030/457) ZONING: PDD Total Parking Provided =34 Parking Spaces (2 HC. P.S. Inc.)
ZONING: PDD
X
0
r
NTS
SITE
METRO 0
STORAGF
BURG :_�R,
KING
LotNvc
X
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40 SCA�E: N.T.S.
0
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
RIBBON BIKE RACK DETAIL
NTS GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of
25' CITY OF COLLEGE ALL existing underground utilities. Furthermore, the Contractor shall contact all
STATION ELECTRICAL utility company representatives a minimum of 48 hours in advance of any
BERNADINE ESTATES excavation.
___P�EASEMENT (417/859)
LOT 8R, BLOCK 2,
DOTSON, DAVID JAY
6'
-G&,ICf��TE RIGHT
Contact Dig Tess
& FRANCES Z 0. � 1 �800-344-8377
b. Contact Kimberly Winn @ ATMOS 774-2506
9r. C.
Contact Mike Lavender i@ Suddenlink 846-2229
ZONING: R-1 OF 3"
Lot 3
Block 1 M_G HIU�l �E�N T Fx_Sf
d . Contact Gilbert Martinez @ College Station Electrical 764-3660
e. Contact Mitchell Gas @ 779-4460
'Co�c 3
0.630 Acres FO NY
t
-,LLJ -8525
f. Contact Union Pacific Resources @ 778
Ta I,\
-4752
g. Contact Richard Wallace @ Verizon 821
'2) 7 Contact Butch Willis @ College Station Water. & Sewer 764-3660
-3'202 Earl Rudder
12"
2. All construction shall be in accordance with the current Cit of College Station
Freeway South y
269_
(C.S.) Standard Specifications for Street Construction, B/CS Unified Technical
Z
Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
enahmark:
Cen-ter 2_68 —wo � k
Details.. All inspection shall be performed by the staff of the City Engineer of C.S.
of--
`6 Corner�\of Co�cre\e \�eadwall\ All construction shall be coordinated with the City of C.S. City Engineer.
�---Line j , �.. � � , , ___ �.. 1 11 11 1 1
(D
Ex--Cree ;A01 Al Xi 3*�09,5.35
3. In lieu of using the construction materials indicated in these plans, the
\Y-\ 10203822.62,
20' PUBLIC Ele'y #4 Bars a 15" O.C. Contractor shall obtain written approval from the City Engineer for any substitution
(J) prior to Construction. Requests for changes should include product information and
UTILITY EASEMENT
an engineers seal where applicable. Thel contractor shall be financially responsible
(428/882) W CALCULATED 100-YR WATER I" �J \ \\ \ \ 0) .
(D
rr for the engineer's time spent reviewing changes and redesigning based on
CT SURFACE (PRE=POST V 7YPE J CURB
DEVELOPMENT) contractors requests
F— 0 0
4. Tren
n X ch Safety Requirements shall be in accordance with O.S.H.A. Standard 29
FOR USE WITH CONCRETE PAVEMENT OR APRON CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details.
NOT A SEPARATE PAY ITEM
-7 J NTS 5.1 TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to
the specifications set out herein. Testing shall be provided by a certified
R�\ P 6UTFALL
Cent ine of Owner's expense, to verify these standards. Any retesting due
_E reek 7 to substandard work shall be at the expense of the Contractor. Structural areas
laboratory, at the
EX. C 4
MANHOLE: 24" 6'p sidewalks and shall ex nd the curb lines of all streets,
shall include all 5' beyo
---��alleys and parking areas.- - -
min
6-ss Y -al
�6 SS- 6. It is the responsibility of the contractor to comply with all State and Feder
10,C\ % Regulations regarding construction activities near energized overhead power lines.
Additionally, the contractor shall coordinate all proposed work and procedures with
r
0)
the City of C.S. Electrical Division.
#4 Bars @ 15" O.C.E.W.
RAI N
'10
UM
kit
7. All materials & labor not identified as a Separate Bid Item shall be considered
oul 1�\uNDER GROUND
subsidiar to the item in which it is used. All materials and equipment shall be
AREA y
both furnished and installed unless otherwise noted.
no mm
N
�4 �l
_J O� 8. The Contractor must provide construction staking from the information provide
tg,
o n these plans.
25' CITY OF COLLEGE
9. All soil exposed by construction shall receive cellul se fibermulch seeding.
g
\<OXOXOXOX�\� 10. Trenches ma be left open overnight if properly barricaded.
2E) STATION PUBLIC UTILITY Exist y
RONA
EASEMENT (876/34)
J... Light Pole
4_g �,� -.,K 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any
gg
other Public or Private Utility, etc. or not separate pay items. The Price of the
3/4 INCH Ti. (to remain)
ri ble Width
ROD FOUND 1-1 ICIOSU 1�0 adjustment shall be subsidiary to the con, struction of Sewer Line, Force Main, etc.
-1'6 Prival 12. The contractor shall coordinate iml SuadenlinK
? 69 re\ STANDARD CONCRETE PA w Communications, Atmos
A Parking, Drainage, A WE NT DEWL
ME Energy, and Verizon to adjust the location of existing facilities.
�8'r /�etba�� \H.C. igg �o 13. The contractor is responsible for traffic control. This is not a sepa te pay
Si§n and Utility REES
Ex. NTS
OTHER
OSO t % item.
1:,x 6
Overhead I.-. VEGETAON
WE` ;1;5!PR 14. No spoil areas are available on this site.
15. All roof and ground -mounted mechanical equipment shall be screened from
YNDI 3? luj� view or isolated so as not to be visible from any public right-of-way or
-o
Electric REMAIN
URBE
1�7
3tion)
LOT 7, BLO 2,
residential district within 150' of the subject lot, measured from a point five feet
BERNADINE ES ES LEGEND k .4 Q In k,11 k. -A-4-4 -N-k +1, k NA: W+ +
BRIGGS THOMi & 1/4' 70
Prop.
Li I S.f.T.
ROBERT & LANC
BELL
46' 18" R
ZONING: R-1 W0, Point #1
T.,
Sieeve X= 3568092
Y= 10203634.78
Ex. 8" Sanitary Fire I Z= 108.73
60d nail
Sewer 2: X V�REES &
(approx. location)� OTHER
Concrete
2 M Pad for
AIN
CONTRACTOR SHALL USE SERVICE WATER LINE Sanitation
N iISTUR-BE6
G nerator Rollout
SMALL TRENCHER IN THIS \ *11
AREA TO MINIMIZE Electri ad (4'x8')
DISTURBANCE. Primary . I
ABSOLUTELY NO LARGE �re c �t
..j 1(2-2" PVC stormE Prop. 18 Ex. TxDOT
68 1 ran 2" Ele(
EQUIPMENT IN THIS AR Arical
S.E.T.
EA
tlectrical Pad Conc Sign kto
I . Q - WIN 25'x2� Sinn
T.979.260.6963
F.979.260
. 3564
FIRM#
1443
511 UNIVERSITY
DRIVE EAST
SUITE
204
COLLEGE STAnON, TX 77840
PLAN & DESIGN SPECIALISTS N
CIVIL ENGINEERING * HYDRAULICS
HYDROLOGY * UTILITIES * STREErS
SITE PLANS * SUBDIVISIONS
www.mitchelfandmorgan.com
10/05/12
............................
JOEL J. MITCHELL
............... I .......................
-13 806�49 <� .-'Q-
'D
'M :i:2
cn m,
04 M
M
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go
0.21111 _R
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CD
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C111J
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( =3 0
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Lo
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0
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-5
-5
Li-
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k�Z
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Q,
10
Q)
ION
n
Of 10 Sheets
PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 272.58
I
4" High Red Stripe 4" High White Lettering
\♦ \ \ FIRE LANE -NO PARKING -TOW WAY ZONE
1 /� \ I ♦ \ \ \ All curbs and curb ends designated as
LOT 9R, BLOCK 2, firelones on plans shall be painted red
BERNADINE ESTATES 1 with four (4) inch white lettering stating
LEDOUX EDWARD M °' \ "FIRE LANE -NO PARKING -TOW AWAY ZONE"
FIRE LANE
DESIGNATED
PARKING
ONLY
it & CLAUDIA F ( \ \ \ \� \� \ Wording may not be spaced for more than 18" x 12"
ZONING: R-1 0 \ ♦\ s \ fifteen (15) feet apart. See Ordinance for
additional Information
• I ♦ \0 \\ \ \ \ on companion TOW AWAY sign
FIRE LANE SIC
\ ♦♦\ \ \ \ \ FIRE LANE STRIPING DETAIL
3/4 INCH IRON
ROD FOUND I / \ \ ♦�?� \ / \ \�
it \ ' \ ♦ \ \
i
W \ \ \ \\ v
\ \ v
\ \ \ �' ♦ \ G
I
LOT 8R, BLOCK 2, 25' CITY OF COLLEGE \ \ \ , \ \
STATION ELECTRICAL \ ��� k -\ \ \ O
BERNADINE ESTATES \
EASEMENT (417/859) '\ / ♦ / ✓ \ \
DOTSON, DAVID JAY \ \ \ \
& PRANCES Z TE ,RJGHT ' \\•
ZONING. R OF Y /
Lot. 3. � i ' • � ^..",... _ -� � � nar_uNa use �'nIT\ c.,ic+ \ �� � \ �
38.375"
--I MOUNT
238"
MODEL NUMBER
# OF BICYCLES
RACK LENGTH
RIB 05
5
38.375"
�S
0),
J,
s
s�
Point #1
X= 3568092.67 A �n,
c3
Y= 10203634.78 f
�o
Z= 108.73
60d nail
v1 saLt
Concrete
Pad for
Sanitation
Rollout
Ex.OT
Si (to
W �\, .Sign (to
remain)
\
;H IRON \ \ \
-OUND \
� r
ALL STANDARD UNITS MADE FROM: ASTM A53 SCHEDULE 40
STEEL PIPE (2.375" OD X 0.154 WALL) HYDRAULICALLY BENT
WITH A MANDRIL, FOT DIPPED GALVANIZED AFTER FABRICATION
RIBBON BIKE RACK DETAIL
A .
Fs /
\\
NTS
SITE
/< 1- ;0
/\ X
METRO 0
\ \ \ STORAG =
BURG -R
KING � F
LONGM�RF \� \
VICINITY MAP
NTS GENERAL CONSTRUCTION NOTES:
TYPE 3 CURB
FOR USE WITH CONCRETE PAVEMENT OR APRON
NOT A SEPARATE PAY ITEM
NTS
(min)
SCALE: N.T.S.
1. it shall be the responslblllty of the Contractor to verify the exact location of
ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
a. Contact Dig _less- @- 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
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
2. All construction shall be in accordance with the current City of College Station
(C.S.) Standard Specifications for Street Construction, B/CS Unified Technical
Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
Details. All inspection shall be performed by the staff of the City Engineer of C.S.
All construction shall be coordinated with the City of C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the
Contractor shall obtain written approval from the City Engineer for any substitution
prior to Construction. Requests for changes should include product information and
an engineers seal where applicable. The contractor shall be financially responsible
for the engineer's time spent reviewing changes and redesigning based on
contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29
CFR Part 1926; Subpart P. For general requirements, see Sheet S3 for details.
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 be at the expense of the Contractor. Structural areas
shall include all sidewalks and shall extend 5' beyond the curb lines of all streets,
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 @ 15" O.C.E.W. 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. All materials and equipment shall be
6» 4000 'PSI Concrete + both furnished and installed unless otherwise noted.
- 8. The Contractor must provide construction staking from the information provide
on these plans.
i i i i i i 9. All soil exposed by construction shall receive cellulose fibermulch seeding.
\ \\ \\ \\ \\ \ \\ \\ \\ \ 10. Trenches may be left open overnight if properly barricaded.
\\\\\\\\ 6 Lime Stabilized Subgrade \\\\\\\\\� 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any
other Public or Private Utility, etc. are not separate pay items. The Price of the
adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
STANDARD CONCRETE PAVEMENT DETAIL Energy, contractor shall coordinate with Suddenlink Communications, Atmos
gy, and Verizon to adjust the location of existing facilities.
NTS 13. The contractor is responsible for traffic control. This is not a separate pay
Item.
14. No spoil areas are available on this site.
15. All roof and ground -mounted mechanical equipment shall be screened from
view or isolated so as not to be visible from any public right-of-way or IF
LEGEND
residential district within 150' of the subject lot, measured from a point five feet
above grade. Such screening shall be coordinated with the building architecture,
materials, colors, and scale to maintain a unified appearance.
L
® WATER METER
16. Exterior Building and site lighting will meet the standards of Section 7.10 of
4 WATER VALVE
the Unified Development Ordinance. The light source shall not project below an
Qa FIRE HYDRANT
opaque housing and no fixture shall directly project light horizontally. Fixtures will
be mounted in such a manner that the projected cone of light does not cross
-•- SANITARY SEWER CLEANOUT
any property line.
0 SANITARY SEWER MANHOLE
17. Contractor shall provide parking lot striping in accordance with the layout
CS STORM DRAIN CURB INLET
shown on this plans.
18. All storm sewer and sanitary sewer being constructed with this site plan is
private.
RAMP WITH ADA PAVERS
0
19. There will be a residential rollout dumpster located on this site and will be
contained in the screened service yard. The owner will provide a private shredder
FT I TRANSFORMER PAD
1
for all paper waste. CS Sanitation has agreed to this arrangement.
20. it is the Contractor's responsibility to assure all public. utilities are constructed_
within the -easements shown. ,
21. CONSTRUCTION SEQUENCING - The ` parking lot shall be fully constructed b
construction on the proposed building begins. Contractor shall keep th
lot clear of mud and dirt through the duration of the project.
t , Scale: I
r 1 inch 20 feet-]
SITE PLAN NOTES:
1. Name of Project: Copper Falls Executive Suites
Address: Lot 1: 3206 Earl Rudder Freeway South
Lot 2: 3204 Earl Rudder Freeway South,
Lot 3: 3202 Earl Rudder Freeway South
College Station, Tx 77845
2. Legal Description: 0.982 Acres - Lots 1 R & 2,1
Block 1 Copper Falls Commo s
3. Owner: 1999 Properties Group, LLC LJ
511 University Drive East, Suite 204 _ I
College Station, Texas 77840
(979) 260-6963
4. Engineer: Mitchell & Morgan, L.L.P. DEC 10 20i2
511 University Drive East, Suite 204
College Station, Texas 77840 CULLLU;-- �,•.z;
(979) 260-6963 t DEVELOPMENT SE
5. Zoning: Administrative/Professional (A-P) 1 PLAT FILED:
6. Existing Use: Undeveloped -Vacant
Proposed Use: Professional
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 1.621 acres
9. Water Demands (per bldg.): Min.=O gpm, Avg.=0.61
gpm, Peak=2.4 gpm
10. Sanitary Demands (per bldg.): 1000 GPD
11. No Portion of this site lies within the �00-year iii
floodplain boundary per FEMA's 4d insuranc R a
panels 48041CO163 D and 480 1 tl e
February 9, 2000.
PARKING REQUIREMENTS
Total Area SF => Two Buildings =3404 + 2876 = 6280 SF
Req'd Parking: 1 ps/250sf=6280/250 =26 Parking Spaces
arking Provided =34 Parking Spaces (2 HC P
UaV, , �.
" 41- V1/1
�
LANDSCAPE LEGEND
V,
zl�
Site area= .98 ac.= 48,319.23 sq
48,319.23. �A
Vnf:.
A PERENNIAL
100% OF'GROUNDCOVER, DECORATIVE PAVIJNG, DECORATIVE ROCK( NOT LOOSE), OR
1,000 48.319 48.319 x30= 1,449.5 points required
AND DRAINAGE AREAS,THE PARKING
> GRASS IS REQU I RED IN PARKING LOT ISLANDS,SWALES
AN
TY DISTURBED DURING CONSTRUCTION,
LOT SF--'.T ACK, R I GHTS OF WAY., D ADJACENT PROPER
x 10= 280 a
5 gal. RVICE ALL PLANTINGS WILL BE INSTALLED
28 Buxus japonica Boxwood AN JR BY CERTIFIED INSTALLER BEFORE A
-ATE OF OCCUPANCY IS: ISSUED
_.PiTION SYSTEM TO SE
CERT't .71TIC
11 Ilex cornuta burfordii 'nana, Dwf.Burford Holly 5 gal x 10= 110
2394
IRRIG��& SYSTEM WILL,BE PROTECTED BY A DOUBLE CHECK.VALVE AS PER CITY ORDINANCE
E INSTALLED AND TESTED UPON INSTALLA
ALL ACKFLOW DEVICES MUST B TION PER CITY'ORDINANCE 2394
�A
37 Ilex vomitoria nana, Dwf.Yaupon 5 gal. x 10=370
Green Jun. 5 gaI.x10=40
i till: it
4 Juniperus chinensis Sea Green, Sea
1: w.
5 gal. x 10=50
5 Ligustrum japonica, Wax Leaf Ligustrum
gi
T"I V
Ae,
12 Lagerstroemia indica, Crepe myrtles, 1.25"cal.per cane,30 gal.x 40=480
%
, N
59 Liriope muscari "Giant", Giant Liriope, I gal. 0 X�
.5 gal. x 10=60
6 Muhlenbergi capillaries Gulf Muhly grass,
X
ot
15 gal. x 10=110
11 Myrica cerifera Wax Myrtles,. .
.5 Nandina domestica Compacta, Compact Nandina, 5 gal. x10=50
72
tie
1 gal =0 . . ..I* I..
14 Nasella tenuissima, Mexican Feather Grass,
IV
f it,
30Raphiolepisindica, Indian Hawthorn, 5 gal. x 10=300.
o0I
Ile
.1 cal.,30gal. x150 =300
2 Ulmus parvifolia, Lacebark Elms 2
V
0� %\
TOTAL POINTS= 2,150 %
%
64
wr pill
STREETSCAPE
286.17 lin.ft.of street frontage 286.17
N.
25
.0 12 canopy trees required
)ij
1717 points r
0 points per 50' of frontage equired Att__
30
F,
-/" .1
t
Y
Non barricaded trees on site
7 \ . ... .....
7'
4-- 1
S, OA-L- V
40+ Post Oaks, 4"=8" x40= 1,600 points 4
.4n
3, 8" Post oaks, x 40=120 points V, 0
M
"'M
1 6" Winged elm x 40= 40 points Jr.>
It
2-12", Post oaks--x40 =80 point -A
. .4 'oil
If 'k ....
7
ks x 40 =80
.2 16" Post oa
T
ede. %
vllo i�,,
_<v
0 =40
1 24" Post ak x 40
v
8" Red Cedar x 40= 40
2 Pecan trees,30 gal.2.1" cal. X 150 =300
L o N _01
X�, Anh
TOTAL POINTS 1,900 points 0.
4AI
. . . ...... . .....
P
0
All
d
" N-31-
rle�d awl
10,
v,
... ... ... . ...
oll
_.J
Ole
............
.......... % 0... ., 1!.:N-`- ��
0 0'
A
A
S
ewt
,00
V
a
�7-
..........
19� t lk�
<
_lt
4
V.................
K
Ai.
0,
... ......
g,
21
%m 4
10
0.-
.10
ik
VW
W�
N,
44
;M
V;
4.
(e�
0-
All
8
f
.. .. ....... ...
w 4—
ASO
3
.... ............. ..... ............
. .. ......... .... ....... ..... ........ ............. .......
.. .............
Ade
. . . . ............................
IRO f .. . I.t.
INC N :v,
.............. ......
.................
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.......... j ,
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......... .......................
D FM,JND�
.......... ..........
...................
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............................................ -�j
T,
.......... ................ ........................
7%. 1P-.JP1AtJ ff^tAj
...... . ........ ..................... .................................. .... . .......
. . ...... :1 kA
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lee
A
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........... Lr� /A "Hwr
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