HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: Sq in BOC at Car Wash Site Located North of Brick Wall, Elev=334.15, X=3563186.69, Y=10195539.84
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511 UNIVERSITY DRIVE EAST
SUITE 204
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PLAN & DESIGN SPECIALM W
CML ENGINEERING = HYDRAULICS
HYDROLOGY • UTILITIES • SIREEIS
Light Broom Finish w/ Grooves
www.mkchellandmor an.com
(1/8" Deep x 1/4" to 3/4' wide
3/4" to 2' Apart). Ramp shall be red
J :B; MORGAN i
in color as approved by the engineer.
RAMP AT CURB DETAIL
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BLOCK 2, LOT 4R
OWNER: J2 (JSQUARED)
ZONING: (C-1) GENERAL COMMERCIAL
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EDELWEISS BUSINESS CENTER r
BLOCK 2, LOT 2 N I
� f / OWNER: ROCK PRAIRIE HOLDINGS LTD
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ATERUNE �.. _..� II II SPECIAL FLUME
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Benchmark: Sq in BOC II r� I I i II
I Elev=334.15 II I'j I j=33i}¢t ' I II
X = 3563186.69 EDELWEISS BUSINESS CENTER III III
Y = 10195539.84 BLOCK 2 LOT 5R . & 6 I Ex 1110'\
IOWNER: SOUTHWOOD WEST _ PUE & i I
I ZONING: (C-1) GENERAL COMMERCIAL PDE I
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Construction Joint -1®3 Bars ® -
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SECTION A -A
Y Smooth dowel
w/Cap ® 12" O.C.
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FLARED RMP DETAIL
FlLENAMF- rp-
p -free dwg
PLOTTED: 28 Jul 2006 - 10.51 am
6"
Curb
0"
Curb
0"
Curb
i
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r Curb
Height
varies
Surface
Surface finish shall comply with TAS
requirements: Light broom
finish with grooves (1/4" deep,
wide, 2" apart. Dark shading
indicates limits of colored concrete.
Provide a "Brick Red" color
integrally mixed with concrete.
(Additive Rate = 20lbs./(C.Y.)
SITE PLAN NOTES:
1. Name of Project: Sonic at Wellborn
2. Legal Description: Lot 3, Block 2, Edelweiss
Business Center Subdivision
3. Owner: Watford -Lewis, LLC
2528 Sam Houston Ave
Huntsville, Texas 7734.0
(936) 291-0338
4. Engineer. Mitchell & Morgan, LLP.
511 University Drive East, Suite 204
College Station, Texas 77840
(979) 260-6963
5. Zoning: C-1
6. Existing Use: Vacant Proposed Use: Restaurant
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 1.338 acres
No portion of this site lies within the 100 -year floodplain per FEhWs
Flood Insurance Rate Map panel 48041 C0182C.
Effective date: July 2, 1992.
4" High Red Stripe 4" High White Lettering
i® FIRE LANE -NO PARKING -TOW AWAY ZONE
All curbs and curb ends designated as
firelanes on plans shall be painted red
with four (4) inch white lettering stating
"FIRE LANE -NO PARKING -TOW AWAY ZONE"
Wording may not be spaced for more than
fifteen 05) feet apart.
FIRE LANE STRIPING DETAIL
�i, n P, n�
FIRE LANE I
PARING
ONLY
18" x 12"
See Ordinance for
additional Information
FUZE LANE SIGN
VICINITY MAP
LANDSCAPING ANALYSIS PARKING ANALYSIS
PARKING BUILDING AREA: 1825 SO FT
PERIPHERAL FA
RKING: 31 spaces PATIO AREA: 1380 SQ
FT
INTERIOR PARKING: 8 spaces P 3205 S FT
TOTAL AREA: Q
TOTAL PARKING: 39 spaces REQUIRED (@ 1 SPACE PER 100 SQ FT) = 33 SPACES
PROVIDED= 39 SPACES
INTERIOR ISLANDS,:__--_..
REQUIRED INTERIOR ISLAND AREA:8 Stalls/15 stalls x 180 sf = 96
INTERIOR ISLAND AREA: 4
PROVIDED INTER 39 - 180 = 259 s qft
LOT ANALYSIS
UTILITY DEMAND
FIRE FLOW:
IRRIGATION:
DOMESTIC WATER::
SEE MECHANICAL DRAWINGS 9
. See Irrigation Plan for
60 GPM (PEAK) SEWERAGE FLOW: PeakAve Mln Flows
PROVIDE 1" WATER METER
15 GPM (AVE) 4500 GPD (MAX)
0 GPM (MIN) 1100 GPD (AVE)
PROVIDE 1.5" WATER METER 0 GPD (MIN)
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.
a. Contact Dig Tess ® 1-800-344-8377
b. Contact Kimberly Winn @ ATMOS. 774-2506
C. Contact Mike Lavender @ Cox Cable 846-2229
d. Contact Irma Gomez @ BTU 821-5770
e. Contact Mitchell Gas ® 779-4460
f. Contact Union Pacific Resources CSD 778-8525
2. All construction shall be in accordance with the current City of College Station (C.S.) Standard
Specifications for Street Construction and City of C.S. Water and Sewer Specifications. 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 financialy 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 Trench Safety Sheet 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 .-ill proposed work and procedures with the City of C.S. Electrical Division..
7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to
the item in which it is used. All materials and equipment shall be both furnished and installed
unless otherwise noted.
8. The Contractor must provide construction staking from the information provide on these plans.
9. All soil exposed by construction shalt receive stabilization. 100% coverage of groundcover,
decorative paving, decorative rock or perennial grass is required in parking lot islands, swales and
drainage areas, the • parking lot setback, rights-of-way, and adjacent property disturbed during
construction.
10. Trenches may be left open overnight if properly barricaded.
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.
12. The contractor shall coordinate with ATMOS, Cox Communications, BTU, and Verizon to adjust
the location of Existing facilities.
13. The contractor is responsible for traffic control. All traffic control must be per TMUTCD and be
approved by the engineer prior to implementation. 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 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 and scale to maintain a unified appearance.
REVIEWED FOR 11-111;i� V -111F-11- --_
COMPLIAN CO PLIANGE
NOV @ 6 200
AUG 1.5 2006 T1
COILEGE STATION
COLLISQ STAMN SERVICES
ENGINEERING
MITCHELL
MORGAN
7.979.260.6963
F.979.260.3564
511 UNIVERSITY DRIVE EAST
SUITE 204
LIEGE STAnON, TX 77840
PLAN & DESIGN SPECIALM W
CML ENGINEERING = HYDRAULICS
HYDROLOGY • UTILITIES • SIREEIS
SITE PLANS *SUBDIVISIONS
www.mkchellandmor an.com
it
J :B; MORGAN i
sVERONICA
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PROJECT BENCHMARK: Sq in BOC at Car Wash Site Located North of Brick Wall, Elev=334.15, X=3563186.69, Y=10195539.84
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Plant
List
Symbol
Size
Name & Type
Quantity
Point Value
Point
O
O T
N
Bald Cypress
A
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2.1" to 3.4"
(Taxodium distichum)
5
150
750
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Canopy tree
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Shumard Red Oak
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2.1" to 3.4"
(Quercus shumardii)
7
150
/105"P
Canopy tree
Shumard Red Oak
L
L
a�
[D+
1.5" to 2.0"
(Quercus shumardii)
5
75
375
a�
Canopy tree
0
Crepe Myrtle
V
1.25"
(Lagerstroemia indica)
16
40
640
Non -canopy tree
Wax Leaf Ligustrum
O
5 Gal.
(Ligustrum texanum)
50
10
500
Shrub
Indian Hawthorn
d
5 Gal.
(Rhaphiolepis indica)
27
10
270
t�...J
Shrub
.
1 Gal
w Texas Lantana
(! antana horrida)
60
-
0 --
0
'
Perrinial
4"
Annuals
30 flats
0 _ -
—CL
Buffer Plant List
Shumard Red Oak
-�-
1.5" to 2.0"
(Quercus shumardii)
6
0
0
Canopy tree
Crepe Myrtle
1.25"
(Lagerstroemia indica)
16
0
0
Non -canopy tree
Wax Myrtle
O
5 Gal.
(Myrica cerifera)
33
0
0
Non -canopy tree
La wn
5,61"If`t
Bermuda
Sod
12.5 pallet
0
0
La►wn
17,050 sq/ft
_ Bermuda
Hydro
0
0
0
-seed
100% coverage of parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacet property'
disturbed during construction shall be covered with perennial grass or groundcover. An irrigation plan is required to be
reviewed, approved and installed prior to C.O.
STREETSCAPE:
(169750) x 300 -PTS =1014PTS
(169725) = 6.79 CANOPY TREES
POINTS PER PROJECT AREA:
26,866 SQUARE FEET OF SITE t.REA
26,866 / 1,000 = 26.87
26.87 x 30 = 806.1= 806 POINTS
Total Points Required: 1,820 7
Total Points Proposed: 3,385
T.979.260.6963
F.979.260.3564
511 UNIVERSITY DRIVE FAST
SUITE 204
COLLEGE STATION, TX 7784(
PLAN & DESIGN SPECIALISTS IN
CML ENGINEERING • HYDRAULIC.
HYDROLOGY « UTILITIES a STREET.
SPIE PLANS a SUBDMSIONS
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