HomeMy WebLinkAboutDrawingsNotes:
1. The sign shall be 12" wide by
18" in height and be mounted
in the location shown.
2. Sign shall be painted on white
background with symbols,
letters, and border in red.
3. Ssign shall comply with the cob
fire service standards.
Fire Lane Sign Detail
N.T.S
Construction Notes:
1. Contractor is to verify the exact location and
vertical positioning of existing utilities and
service lines within the project area, whether
shown on plans or not, at least 48 hrs. prior to
any construction. contractor is responsible for
any damage done to existing facilities. call
1-800-dig-tess.
2. All radii and distances are measured to the back
of curb unless otherwise noted.
3. All site work is to be done in conformance with
the Bryan / College Station 2012 Standard
Specifications for Water & Sewer and the City of
College Station Standard Specifications for Streets
& Drainage.
4. All utility lines (water, gas, sanitary sewer, g.t.e.,
storm sewer, etc.) shown are taken from best
available record information based on
construction utility map documents obtained by
from city & independent agencies and/or above
ground field evidence. shown positions may not
represent as -built conditions.
5. Electrical conduit for parking lot lighting will be
shown on the electrical site plan.
6. 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 ther to
p oleo d cone of light does not
cross- any property line.
7. The parking lot is 6" depth concrete pavement to
meet or exceed minimum City of College Station
Requirements. - - --
8. Landscaping Design & Analysis will be provided on
the Landscape Plans.
9. The back of curb radius is shown on the
Pavement Plan.
10. The bearing system shown hereon is based on
grid north as established from GPS observation.
11. Building Setback lines shall be in accordance
with the City of College Station UDO.
12. Solid waste storage areas, mechanical equipment,
air conditioning, electrical meter and service
components, and similar utility devices, whether
ground level, wall mounted, or roof mounted,
shall be screened from view from right-of-way.
Exterior screening materials shall be opaque and
the same as predominantly used on the exterior
of the principle; building. such screening shall be
coordinated with the building architecture, colors,
and scale to maintain a unified appearance.
Acceptable methods of screening various
equipment include encasements, parapet walls,
Partition screen; andbrick Walls. _
P
13. Proposed signs "shall be permitted separately in
accordance with ? the City of College Station UDO.
14. Type 3A1OBC fire extinguishers shall be placed at
the pumps.
Parking .Analysis:
Proposed hnprovemcnts:
4,800 SF Convenience Store
1,200 SF Lease Space
1,200 SF Lease Space
7,200 SF Total Retail Area
New Required Parking:
24... 1 Space per 300 SF GC -General Commercial
New Provided Parking:
26... Straight in Parking
2... ADA Parking w/Van Accessible
10.... Fuel Island Parking
•
38.... Total Provided
Fire Lane Striping:
All curbs - and curb ends designated as firelanes on
plans shall be painted red with 4" white lettering
stating -ME LANE -NO PARKING -TOW AWAY ZONE".
Wording may not be spaced more than 15' apart.
M FIRE LANE NO PARKING TOW AWAY ZONE
24"
'/4"R
15"
f
X"R 5"
4 -
0 6" "
3" 19" 1 7
I I o #4 Bars -4 3" 1-
4" -
4" 0 EX" x 18" Smooth
Expansion Dowels
Drivewav Raised Curb Detail
N.T.S
1 SewergMvin
8'
N
E
DO
�¢ Q j
IW 3ti
,J 0
2 v
15'PUE
(11092/100)
A% n H8ro Water
W 8 ( 30 15 0 30
Plans Approvied t , l
w/ Fina/ Plot
55x55' CROSS Proposed%ater 6' Wooden ) /
0� ACCESS EASEMENT 3 O f' PVC PdVVQ Fence
�ryh Proposed 1' (11092/100) /
Water Meterse 7.5 BLDG SEM4CK r'roPeNJ'
3 -Domestic
6 : ' a 1 /rrigotion f0' B!/FFER / 8' PUE (11092/1010) / V"e
.00
q a, •, a �. ^�• z -x -z -x-
10*
" a 4 a Proposed 6' ° * �\ I Q`o�, r
p 'l. lbncresrte Pant
roposed Drain Prop 7.5' BLDG SET&ICK4.
Fire Lane ' 1.... ; • K _ a • ,
®: Sign :d ; ` . mq A ` ®, a ° '...", .. 4s. Single Story PUE (11092/100) r' -v .�.
8 Storm •. '
° Drain r� •20 DO t
�° • ProposedFF=3269 d I moo,. •
. y n
I i Tranformer ®; . ° Y
A , `, - , . rue/ Disconnect 720x!Sr 12.00 15.40
bu (Exterior of Bldg) Bo//ard
T UER25 UE ' ft) Proposed Trash
Enclosure w/ 8 CY
-®' 930.00 e. g : • RBCeptoc% and 6 00 �-z- z-x-z-z-zix-x-x-x-z-z-x-xrz x
y 339 SF s _ Wooden Fence
a m' • a� -. a A.. •.m z ° d' a .
.. ..$ .•.9.r00' 4 e.® ®µ . �:. ;a • T ' Q,• rN:' ... I (Oates, Must Swing r Open 180,
„ 10 4Q.
Degrs)
,
x-°
�6 18.00 v
\ \ ,LAN ai LAN=-• �. ® • 4 y
Property d : e. :. °e :� 12 Storm ' '®' ®::. :..� ti:. f2' Storm a . ® ,: A a:l :° ° 4 Proposed
Line a ... Drain :• : ®: : ®4 :o.' . ° .. a <` �e • ,a ®'. ° ' I Light Pole
v
�,' <• '°•' :; ; ° •-:• • ::: , .. ,.� a. a .. . .: ,. :. • e • °°' ffi' Pro 6'
'•®�cb_•�•. " ':� t•®-,-•.'0='_� '•' �"'..; .--�.. ..---`�•�•'e: paced •'�,''
C1p� Concmte Pvmt
to �' M• '•m: v n 0.•Pmposed 6' ' .° ,. Q• Eaz��e l.Mr :z -f �,C d ��bFii •a G•' tl p Q • a. . .,®: e °, (,.-:fl}'.
W _ N
/� y y
a
,•,,
flctent%On a pY -t "chi u 3 r baa '• a. ' a'. s
Pond a Gutter) : 4 : - _, a �:.. _ K s :. < i.. 6 Wooden
..f.x �,-.Ft i'" 1 ,y 1` a 1t� '�a .rax st �'y.'.3m i a
Argposed / _ ::: `- Y = i . ... ter: �: y 1 _ k . f PMac Fence
6 PVC l :� �� <: -•;: g ; - _= Fre/ L9/andb aa.: _ •` ,i- g t ��d ;@ ..
:e - b _- . 600
••T
�'. .. •'• •.':. •••• a ks' . • `.-ti:• r...: w Can
'
A SBeSheet •�". w..Te....e..�» ,n. ,n..:.. .bi..,..,• .,»� .uLa. » , ' ,, �G> 14 .,� -..... -.. F
. a_ .. a® fzz.'-sY ..a. -: r,±�,`K :.- -,^`•_av°�cT'.w.tm,.r' .;:: f L"'c„.. »»f �..+^.. •"N' '.:r.`t-r"-.-.:ts• a.:
_ C5 for
I .' t a®gFuel Parking12�'�� StorSDetention P/ayn; OrIn Drain /� y. • • : Q,A: ' °• .�`�. .o' ' • 'P?s�Q"°'
a
a :-*• -^-...='b•-�-� ° 25' Bldg Setback
D
Proposed 316 SF a 4 av a p 8 ' - ' ° ' a Proposed
15' PUE (9515/150 ° �-< Proposed Fire
I - e
Stdewa/k _ SWewa/k •a . °e.e : '.� : Lane Sign
AE AE AE AE ` • AE`s ;z '. ' a AE _ AE -AE -AE -1 AE --s
- sign --�--- - - _ _
�:
GA (B)' SeparateGAS GAS G1I5--� G G�
-
.•.-°• T- T T T T '--- T T
See Sheet :�
Phones Proposed g isti3'�9 L 1 for ,-- ° - a NQTICE!
Detention lm
Phone Landscoping '
Pane/ Plpe/lne '
•Ouffa// -°., °� : m�,, Proposed 6' The contractor is specifically cautioned that
C11F6 d the location and/or elevation of the existing
• - ®� ®. Gutter (lYP) utiliities as shown on these plans is based on
CONTROL f�ID/NT.• a ®:
112 7R ° , < records of the various utility companies and,
-, •,, ' where possible, measurements taken in the
p EAvv = 322.40 .3500' • .` ..' field. The information is not to be relied
\ N.•1019990&53 e ' .b • : $ '
E:3553504.43 a ,, $: upon as being exact or complete. It is the
Proposed --..
avoid all existing
.. _ _ ,-_ . � _.__ ___. _ •. a ; a •• - ° - ' >3� • : � .con c r s responsibilityto ,
-_ - _-- - _ "utilities. andspair any d ed_ lines. at on .
.. o_ - __ _._
e, whether the ty' is ,shown on
.. ... - own ens -
\ proper •. these plans or not. The contractor shall
Drainage flume '�- - - K�` - notify the appropriate u 'ty company 48
"� hours prior to any excavati
Contact Information: -
f, - -q - Texas One Call: -245-4545
Lone Star One Call: -669-8344
°'G . Texas Excavation Safety -344-8377
EkA ng 24' • : �-T -- System ( es)
RCP w/ 4:1 SE71s Proposed 24' '� : °d • • is : • College Station Utilities 979-764-3838
-
a4
-'-
- - - - -- ---
RCP w/ 4:1 SET's
.:
: a��:
-
Bryan Texas Utilities
979-821-5865
4
-`
"° �:
_
Atmos Energy
1879-774-2506
i`' -- _
• `
- '` --
--�
m• �o . _+:•
��
Verizon
9-821-4300-
//
prop _
__- ___ ;�."
. .•tr ' t •a'
- ---
Suddenlink
9-846-2229
_
_ -
- - -
`�
Lone Re SYriping
_ , : __
�- a
'
-7
Pbmvermneflt
_ ---"
For Addit/ona/
Lane Traffic
__-- a a' < a' • . e ____ --
`_
77
_ -
of
a s�r
-
Steel Reinforcing Bars
Concrete Pavement
a
a X
„- moi%\\ % J�\\�.-�i�%\_ 1�1\\%--,i1\%•,�
-Proof-Rolled Subgrade
1. X=6" as Shown on the Plan
2. 6" Pavement - use #4 rebar 0 12" O.C.E.W.
Typical Concrete Paving Section
i
Raised
HARVEY MITCHELL PKWY N
(ROW VARIES)
F
� �i �•3'
0 +4'
t i if`i REQUIRED
TYP 6' Gate Notes:
1. All lumber shall be
weather resistant
cedar or pressure
treated.
2. Pickets are to be 1x6,
dog-eared, fastened
Concrete
Lane
ENGINEERING AUG 1'0 2013
55565' CADS G, U
A�ESS �
1DEi9ILMOT S�V
FLAT FILED:
- --
N 85' 26' 49' E 306.00'
i
w/ 1 3fi" galy. screws, 6' m 7,51 PUE
min 2 per connection. (11092
,/100) v?
3. Rails are to be 2x4 n
fastened w/ 3" gale. r
screws, min. 3 per Fence to be 3 15' PUE
connection. at Top of Curb (1 1 0 92/1 0 0) Lokeridge Subdivis
C4 � Lot 2, Block 1
4. Post are to be 4x4, 1.25 AC
placed 6 O.C., & set 15' PUE
in 3,000 PSI concrete. 2' kj (95151150)
5. Screening fence&'FT� / 1' Z
post are to be placed �
outside dumpster pad. f 61 (Max) -
S 85' 31' 02' W 305.99'
Typical Dumpster Enclosure
Property Description !,
WZ Double -Hung Gatee p y p
N.T.S
N.T.S
n
Site P14
General Notes
I. The topography shown is from
field survey data.
2. Refer to Final Plat for all lot
dimensions and bearings.
3. All utilities shown are taken from
the best available information
based on construction utlility
documents obtained by � J4
Engineering from City and
Independent agencies and/or above
ground field evidence. Shown
positions may not represent
as -built conditions.
4. The contractor shall be responsible
for verifying the exact location of
all existing underground utilities,
whether shown on these plans or
not. Notification of the utility
companies 48 hours in advance of
construction is required.
5. Contractor is responsible for field
verifying existing and proposed
grades prior to any construction
and reporting any inconsistencies
to the Owner.
6. All construction shall be in
I
accordance-- �wzth the current - BCS --- -
Standard Specifications, Details,
and Design Guidelines for Water,
Sewer, Streets, and Drainage,
unless otherwise noted.
7. The contractor shall be responsible
for the containment and proper
disposal of all liquid and solid
waste associated with the project
and shall use all means necessary
to prevent the occurrence of
blown litter.
8. It is the intent of these plans; to
comply with all City of College
Station guidelines, details, and
specifications.
9. See Sheet C1 - General Notes
Property Owner/ Applicant:
SF Buisness Investments
2606 South College Ave.
Bryan, TX 77802
PSE OF 1F t
1
_.. 'gslll,
/ GLENN JON S /
/......... .....0
*� 97600 0
Glow
XIX /ONAL •E
The seal on this document was authorized by Glenn Jones 7600
on this date, Aug 16, 2013. Alteration of a sealed document with
out proper notification to the responsible engineer is an offense
under the Texas Engineering Practice Act I
set 15 m and Addeew
Hoffe=an Exxon
2041 Holleman Drive
Lot 2, Block Lakeridge
Subdivision---1.2-fAC
College Station, Brazos County, 7
nedic I leets
Aug2013
scam As Noted C2
mmm
�' 1
0 0
W
0 0
Typical tree in sod area, see landscape
plans for locations
-I- ___ __-
to
0
0
N
W
3" Depth
8" Depth
Notes:
Tree Staking & Planting
N.T.S
1. Container grown plants only.
2. Remove containers from plants before
installing.
3. Place plants in prepared bed as shown.
4. Edge spacing for plants varies with species
and location.
,
Groundcove-r - lant material - TYP evenly
ZZdistribute the specified quantity of plants
within each designated area. Maintain edge
and separation separation' distances between
plant types.
Shrub Planting
N.T.S
3" mulch layer. No geo- textile
weed barrier fabric planting
beds.
Prepared bedding soil backfill
(TYP)
Guy wire through garden hose (TYP)
to the size of
container.
Top of root ball shall be 3" higher than
2-"T"
rocks and any other
final grade
posts
* 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE
3. Install premixed soil
(op)
�
Bare soil area (TYP)-No turf here
Bare soil
3
Prepared bedding soil backfill (TYP)
area (TYP)
0
accurate as built irrigation plans
no turf here
department. Show lines, valves,
1. Fully remove native soil to the size of
5. 100% coverage of groundcover,
decorative paving, decorative
container.
Live Oak
swales and drainage areas, the
2. Fully remove all construction debris,
.�-g__ .X>
and adjacent property disturbed
during construction.
trash, rocks and any other material
(Quercus virginia)
8
greater than 2" in diameter.
1200
.� P•�E OF TE Al
3. Install premixed soil containing 40%
Canopy
Streetscape
sandy loam topsoil, 40% black humus
�.... .GLENN*JON
.......
Ij
and 20% sharp sand. ,
Notes:
VolG
}
The seal on this document was authorized by Glenn Jones W600
4. Dig planting hole width 12" larger than
1. Trees to be balled
and
rootball on all sides.
burlapped or container grown
5. Scarify root ball.
2. If container grown, remove
container from tree before
8. Root flare shall be exposed.
planting,
40
400
3. Top of root ball to
be 3"
Non -Canopy
higher than final grade.
treated.
Rev1a1on/lesue
4. Top of root ball to be
exposed.
Root ball to rest on native soil
2.
Pickets are to be 1x6, dog-eared,
Native soil
-I- ___ __-
to
0
0
N
W
3" Depth
8" Depth
Notes:
Tree Staking & Planting
N.T.S
1. Container grown plants only.
2. Remove containers from plants before
installing.
3. Place plants in prepared bed as shown.
4. Edge spacing for plants varies with species
and location.
,
Groundcove-r - lant material - TYP evenly
ZZdistribute the specified quantity of plants
within each designated area. Maintain edge
and separation separation' distances between
plant types.
Shrub Planting
N.T.S
3" mulch layer. No geo- textile
weed barrier fabric planting
beds.
Prepared bedding soil backfill
(TYP)
1. Fully remove native soil
to the size of
container.
FM 2818 STREETSCAPE: 250'/25 = 10 Canopy Trees Required
2. Fully remove all construction debris, trash,
rocks and any other
material greater
than 2" in diameter.
* 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE
3. Install premixed soil
containing 50%
native soil, 257 humus' and 25% sand.
4. Dig planting hole width
1.5x larger than
root ball on all sides..
150
5. Scarify root ball.
0
Make sure that plant root ball is fully planted
to the depth of the container in prepared
planting mix.
Do not plant groundcover in mulch layer only.
Native soil
Points Required
Landscaping Requirements
54,450 Disturbed Area (sf)
(54450 sf /1,000) x 30 Points = 1634
(Min of 800 Points)
Additional Landscape Points for Streetscape
Holleman - (146/50) x 300 Points = 876
FM 2818- (250{/50) x 300 Points = 1500
Total Points Required = 3134
Streetscape
Required
- _ -_ _ _ Provided
Holleman Streetscape: 146/32 = 5 Canopy Trees Required
Quantity
FM 2818 STREETSCAPE: 250'/25 = 10 Canopy Trees Required
8 Canopy Tress Provided &
issued.
14 Non -Canopy Trees Provided*
Live Oak
* 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE
Points Provided
Symbol
Size
Name &Type
Quantity
Point Value
Total Points
issued.
2. Irrigation system must be
Live Oak
vacuum breaker, reduced pressure
principle back flow device, or a
e
installed as per city ordinance
2.1" -3.4" CAL.
(quercus virginia)
4
150
600
0
accurate as built irrigation plans
Canopy
department. Show lines, valves,
heads, controller, wiring, etc.
5. 100% coverage of groundcover,
decorative paving, decorative
rock(not loose)or a perennial grass
Live Oak
swales and drainage areas, the
Ar ,lot_ setback ri hts-of-wa
- -- p king- �-- --� -
.�-g__ .X>
and adjacent property disturbed
during construction.
2.1" -3.4" CAL,
(Quercus virginia)
8
150
1200
.� P•�E OF TE Al
.kqsj 1 �l
Canopy
Streetscape
�.... .GLENN*JON
.......
Ij
6
VolG
}
The seal on this document was authorized by Glenn Jones W600
on this date, Aug 16, 2013. Alteration of a sealed documE it with
Crepe Myrtle
under the Texas Engineering Practice Act
Notes:
Bigger than 1.25" CAL.
(Lagerstroemia indica)
10
40
400
resistant cedar or pressure
Non -Canopy
0
treated.
Rev1a1on/lesue
(Date
Crepe Myrtle
;tr
2.
Pickets are to be 1x6, dog-eared,
Biggerthan 1.25" CAL.
(Lagerstroemia indica)
14
40
560
Non -Canopy
Streetscape
�
Waxleaf Ligustrum
3.
Rails are to be 2x4 fastened w/
Min. 5 Gallon
(ligustrum japonicum)
40
10
400
connection.
Shrub
Total Points Provided = 3160
I I Buffer Arrgo: 255 tr
' Req'dr Canopy per 25' = 10
Non -Canopy per 15 = 17
I
Provided.- Canopy = f0
Non -Canopy = 18
Base of any P/on#ing �raren 9 25'
® i Shot/ be at /east f0' Fen (jyp) i 00 0 20
° f0' from Water//nes I!
�" - - - r- -------- ------ ----- -73 - ----- ON
---- ----- -- - i- --r
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an
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I
1, An irrigation system to service all
new plantings will be installed by
a certified installer prior to a
certificate of occupancy being
issued.
2. Irrigation system must be
protected by either a pressure
vacuum breaker, reduced pressure
principle back flow device, or a
e
installed as per city ordinance
2394.
3. All backflow devices must be
��tlti>t�
installation as per city ordinance
2394.
4. Contractor/developer to furnish
accurate as built irrigation plans
to city of college station parks
department. Show lines, valves,
heads, controller, wiring, etc.
5. 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
Ar ,lot_ setback ri hts-of-wa
- -- p king- �-- --� -
.�-g__ .X>
and adjacent property disturbed
during construction.
6, See Sheet Ci -General Notes.
7. It is the intent of these plans to
comply with all City of College
Station guidelines, specifications, &
details.
.� P•�E OF TE Al
.kqsj 1 �l
�.... .GLENN*JON
.......
Ij
6
VolG
}
The seal on this document was authorized by Glenn Jones W600
on this date, Aug 16, 2013. Alteration of a sealed documE it with
out proper notification to the responsible engineer is an o fense
under the Texas Engineering Practice Act
Notes:
All lumber shall be weather
rl1.
.
resistant cedar or pressure
0
treated.
Rev1a1on/lesue
(Date
;tr
2.
Pickets are to be 1x6, dog-eared,
6
fastened w/ i %" galy. screws, min
2 per connection.
a:
3.
Rails are to be 2x4 fastened w/
3" gale. screws, min.. 3 per
connection.
4.
Post are to be 4x4, placed 6' O.C.,
ny.
& set in 3,000 PSI concrete.
E;•.
, . 2
Clearance
gyp•
�e
>s
:a
Screen
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LandscaVlo'
pi
an
I
General Notes °
I
1, An irrigation system to service all
new plantings will be installed by
a certified installer prior to a
certificate of occupancy being
issued.
2. Irrigation system must be
protected by either a pressure
vacuum breaker, reduced pressure
principle back flow device, or a
double-check back flow device :and
installed as per city ordinance
2394.
3. All backflow devices must be
installed and tested upon
installation as per city ordinance
2394.
4. Contractor/developer to furnish
accurate as built irrigation plans
to city of college station parks
department. Show lines, valves,
heads, controller, wiring, etc.
5. 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
Ar ,lot_ setback ri hts-of-wa
- -- p king- �-- --� -
.�-g__ .X>
and adjacent property disturbed
during construction.
6, See Sheet Ci -General Notes.
7. It is the intent of these plans to
comply with all City of College
Station guidelines, specifications, &
details.
.� P•�E OF TE Al
.kqsj 1 �l
�.... .GLENN*JON
.......
Ij
97600
9-600
VolG
The seal on this document was authorized by Glenn Jones W600
on this date, Aug 16, 2013. Alteration of a sealed documE it with
out proper notification to the responsible engineer is an o fense
under the Texas Engineering Practice Act
0
No.
Rev1a1on/lesue
(Date
POBox5192 -Bryan, Texas - 7781
rs :
979-739-0567 wwJ4Bngneermg,
qA• :a.� :a a'®'' Firm#9951
d
q." I. 4.
i ro-at xemms •ad Add�+ale
Hollemaii Exxon
2041 Holleman Drive
Lot 2, Block 1 Lakeridge
Subdivision---1.25AC
College Station, Brazos County,
AUG 19 2013 > >�•.l:
0 6t7l' ii',i ION Aug2013
PLAT FILE'
As Noted
-q I