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1 Site / Landscape Plan
1if= 301-01'
1.) Provide a general note that 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 setback, rights-of-way, and
adjacent property disturbed during construction.
2. ) Barricade for existing trees to be constructed with a 48" high orage plastic
construction netting and secured to steel T -Posts. Barricade to be placed in a
circle around indicated trees a radial distance at drip line of tree. Barricade must
be in place prior to any developemtn activity as well as throughout the
construction process.
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Landscaping Notes
p. g
N 2 1" = 1'-0" _ _
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Platr
"WEDFOR 1 - 200-0
"OPLLANE No. Scientific name Commod Name Size Points Total
JUN 1 7 2010 Landscape Area
COLLEGE TTI �° (existing) 5 gal.
'4 Ilex Cornuta Dwarf Bufford oily
ENGINEERING
ImAiCn CAD
`t 1
AN 1 1 2010
tiQ rr,.% 41 ULL,r_t�a�
DEVELOPMOK SERVICES
PLAT
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10 40
1 58
10 130
150 600
400 2800
w3 'r 50 Raphiolepis Indica Indian H horn (existing) 5 gal 10 500
r✓r,,
._ O OVERHEAD ELECTRICAL ., 60 Raphiolepis Indica Indian H wthorn ( new) 5 gal- 10 600
uE ------ UNDERGROUND ELECTRICAL
Q '�' A • t `38 Lagerstroemia indica Crepe M) rtle ( new) 2" - 4" cal. 40 1520
r`O r4
✓ TELEPHONE ;
WATER Total Points Proposed 6248'points
S SANITARY
GAS Landscap Point Calculation
coo POINTS PER PROJECT AREA:
10 LINE LEGEND = _
10'-0" Existing Site Area 47 00sf / 1000 = 47 X 30 1,410 points
f 110b0 -8X30 - 240 t
1.) A 100 YEAR FLOOD DOES NOT EXIST ON THIS PROPERTY
2.) All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible
or isolated so as not to be visible from any public right-of-way or residential distric within 150' of subject lot, measured
from a point 5 feet above grade. Such screening shall be coordinated with the building architecture and scale to
maintain a unified apperarance.
3.) Traffic Imapact analysis is not required.
4.) 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 orject light horizonally. Fixtures
will be mounted in such a mannerthat the projected cone of light does not cross the property line.
5.)Using Table 8105.1 from the Fire Code, the required fire flow is 1500GPM. The proposed building is with in the
requirements of Table C105.1 which requires 1 fire hydrant with a maximum distance of 250' .
6.) The proposed water and sewer demand is 20 gal/day
7.) The building type is Type V and the building square footage is 1250 sf.
3 General Notes
1 -1-0
-68 Ilex Vomitoria Yaupon,
Analysis
(existing) 1 gal
Area
° = -13 Myricia Cerfifera Wax My:rl:
e
(existing) 3' ht.
�y
"XI,
_✓ 4 Lagerstroemia indica Crepe M)
rile
(existing) 2 " - 4" cal.
2000 s.f.
250 s.f.
8
Sales Area
6650 s.f.
-7 Quercus Virgininana Live Oak
27
(existing) 10"-1'2"cal
2500 s.f.
r jJ
75
Make Ready
1250 s.f.
V"Streetscape
7
Total Cars required
117 cars
No. of cars provided
10 40
1 58
10 130
150 600
400 2800
w3 'r 50 Raphiolepis Indica Indian H horn (existing) 5 gal 10 500
r✓r,,
._ O OVERHEAD ELECTRICAL ., 60 Raphiolepis Indica Indian H wthorn ( new) 5 gal- 10 600
uE ------ UNDERGROUND ELECTRICAL
Q '�' A • t `38 Lagerstroemia indica Crepe M) rtle ( new) 2" - 4" cal. 40 1520
r`O r4
✓ TELEPHONE ;
WATER Total Points Proposed 6248'points
S SANITARY
GAS Landscap Point Calculation
coo POINTS PER PROJECT AREA:
10 LINE LEGEND = _
10'-0" Existing Site Area 47 00sf / 1000 = 47 X 30 1,410 points
f 110b0 -8X30 - 240 t
1.) A 100 YEAR FLOOD DOES NOT EXIST ON THIS PROPERTY
2.) All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible
or isolated so as not to be visible from any public right-of-way or residential distric within 150' of subject lot, measured
from a point 5 feet above grade. Such screening shall be coordinated with the building architecture and scale to
maintain a unified apperarance.
3.) Traffic Imapact analysis is not required.
4.) 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 orject light horizonally. Fixtures
will be mounted in such a mannerthat the projected cone of light does not cross the property line.
5.)Using Table 8105.1 from the Fire Code, the required fire flow is 1500GPM. The proposed building is with in the
requirements of Table C105.1 which requires 1 fire hydrant with a maximum distance of 250' .
6.) The proposed water and sewer demand is 20 gal/day
7.) The building type is Type V and the building square footage is 1250 sf.
3 General Notes
1 -1-0
4 Parking Analysis
1 -1-0
11
Propose Parking area - 7 men0 - - poen s
STREETSCAPE:
Street Frontage 527 If / 50 X 300 = 3,162 Points
Canopy Trees
.Freeway frontage 219 LF / 25 = 9 trees or 18 non- canopy trees
Minor Arterial 313 LF / 32 = 0 trees or 20 non- canopy trees
Right of Way Screening
R.O.W. frontage 527 LF / 30 = 1 units - 6 shrubs/ unit =110 shrub
TtIP "t d 4812 't
100% coverage of groundcover, decorative pavi
swales and drainge areas, the parking lot setbac
5 Landscape Analysis
1 if= 1 '_n„
s
o a o�n s require pom
ro Ik, or perenial grass is req'd in parking lot islands,
and adjacent property disturbed during construction.
Parking
Analysis
Area
SF
SF / Space No- of Spaces
Required
Parts / office
2000 s.f.
250 s.f.
8
Sales Area
6650 s.f.
250 s.f.
27
Service Area
2500 s.f.
100 s.f.
75
Make Ready
1250 s.f.
200 s.f.
7
Total Cars required
117 cars
No. of cars provided
141 cars
4 Parking Analysis
1 -1-0
11
Propose Parking area - 7 men0 - - poen s
STREETSCAPE:
Street Frontage 527 If / 50 X 300 = 3,162 Points
Canopy Trees
.Freeway frontage 219 LF / 25 = 9 trees or 18 non- canopy trees
Minor Arterial 313 LF / 32 = 0 trees or 20 non- canopy trees
Right of Way Screening
R.O.W. frontage 527 LF / 30 = 1 units - 6 shrubs/ unit =110 shrub
TtIP "t d 4812 't
100% coverage of groundcover, decorative pavi
swales and drainge areas, the parking lot setbac
5 Landscape Analysis
1 if= 1 '_n„
s
o a o�n s require pom
ro Ik, or perenial grass is req'd in parking lot islands,
and adjacent property disturbed during construction.
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Sheet IssuDate:
04/09/10
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111= 201-011
3/8" = 1'-0"
1/21' = 1'-0"
Sheet IssuDate:
04/09/10
Drawn By: IBS
LEGAL:
LOT 1IR
BLOC 11
ALLEN SUB IVISION
SITE AREA:
47,100 SF
OWNER:
JOHN A LEN
(979) 696J'2424
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LEGAL:
LOT 1IR
BLOC 11
ALLEN SUB IVISION
SITE AREA:
47,100 SF
OWNER:
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(979) 696J'2424
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LEGAL:
LOT 1IR
BLOC 11
ALLEN SUB IVISION
SITE AREA:
47,100 SF
OWNER:
JOHN A LEN
(979) 696J'2424
GENERAL NOTES:
STANDARD FIRE HYDRANT —
W MJ ANCHOR COUPLING
(1) FINLEY DIVIDED EARTH FREE OF ROCK, LUMPS
GATE VALVE. — \�
AND CLODS EXCEEDING 6- SHALL BE PLACE BY HAND,
wNALVE BMX
TO 1 FT. ABOVE
Nevi Paving
1/211 = 1'-0"
AND COMPACTED AROUND THE CAST IRON PIPE TO A
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GRADING / PAVING PLAN
1 11 = 20'-0"
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DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE
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12"x12"x4" PRECAST
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BACKFILL IS BEGUN BY ANY MECHANICAL EQUIPMENT:
ti
AS REQUIRED
6-X 12"GRA.DELOK
(2) ALL CONCRETE BLOCKING SHALL BE 28 DAY
(ROTATE TO FINAL GRADE)
'MIN
(D
STRENGTH = 2000 psi.
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(3) ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF
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2 SQUARE FEET OF BEARING AREA OF CONCRETE ON
AS I
UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER.
ls
.TEE OR TAPPING
REQUIRED
(4) WATER MAINS WILL NOT BE FULLY PRESSURIZED .UNTIL
SLEEVE & VALVE
CONCRETE HAS REACHED 7 DAY STRENGTH.
AS REQUIRED.
I
(5) ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL.
HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM.
BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE
f ANCHOR 90"BEND - M" "'
1
HYDRANT.
(6) ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS
,'
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OTHERWISE DIRECTED.
WNALVE BOX
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(7) HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET
STANDARD �,
MEASURED FROM THE BACK OF CURB TO THE FACE OF THE
FIRE HYDRANT ~`,
STEAMER ON THE FIRE HYDRANT.
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24"X 24"X 6"
RF�IIAlr*,NAS' NEEDED
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STRENGTI+ 2000 psi
WTIH #4 BAR AROUND
ALL VALVE BOX-
STANDARD
VALVE BOX PER SPECS. FIRE HYDRANT
YLWA -A
2" SQUARE AWWA
NUT EXTENSION WITH
FINISHED GRADE CENTERING COLLAR.
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TERMINATE 4' TO 5'
FROM TOP OF BOX
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AS REQUIRED
10 1 FIRE HYDRANT DETAIL
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8 1 sur u
1 11211 = 1'-0"
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WITH SET SCREW t
RETAINER GLANDS '
OR MEGA LUGS f'
BLOCK AS DIRECTED
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1/7"A...At T— 11 1.r/
7 Courb 0 Int. Island
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N
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VARIES
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GATE VALVE i `
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TO 1 FT. ABOVE
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O.'amONA,
T -POST DRIVEN 2'
2-1/2" REINF. BAR
PER HAY BALE
HAY BALE
' /'" DEEP TROWELED CONTROL "' ^ Y'
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'X r-6" SMOOTH DOWEL AT
DEEP TROWELED CONTROL
O" O.C.
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COMPACTED SUB GRADE
CONTROL JT. (C. J.)
REF PAVING PLAN FOR SPACING
6 JOINT DETAILS
1 1/211 = 1'-0"
EXPANSION JT" (E. J.)
REF PAVING PLAN FOR SPACING
SILT FENCING
NTS
EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED
ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY.
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG
THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE AND
ACCORDING TO THE DETAIL SHOWN ON THIS SHEET.
2. THEON
C TRACTORH
S ALL BE RESPONSIBLE FOR INSTALLING A CONSTRUCTION
ENTRANCE A MINIMUM OF 50' LONG BY A MINIMUM OF 12' WIDE CONSISTING
OF ROCK -
RUBBLE WITH P - -
PIECES 1 1/2" TO 3 1/2" IN DIAMETER, A
MINIMUM OF 6" DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE
HE SHALL BE REQUIRED TO INSTALL A CONSTRUCTION ENTRANCE AT EACH
ADDITIONAL ENTRY POINT WHERE MUD IS TRACKED ONTO CITY STREETS.
3. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION
FROM RUNOFF SEDIMENTATION BY A 6" HIGH BARRIER MADE UP OF 20 Ib
€ HAY FILLED BURLAP BAGS (OR EQUIVALENT BARRIER).
4. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN
BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR
HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED.
IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE
REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14
CALENDAR DAYS OF LAST DISTURBANCE.
5. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED.
IT SHALL THEN BE REMOVED BY THE CONTRACTOR.
6. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER
EVERY RAIN.
7. RIP -RAP SHALL BE 20 LB. PIECES, ROCK RUBBLE ON PLASTIC LINER.
---------------
.C.
I
Sheet Issue Date:
04/09/10
Drawn By,: S
2' • G" PRE -CAST CONC. TIRE STOP
611
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COLLEGE STATION
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LEGAL:
LOT 1 R
BLOCK 1
ALLEN SUBDIVIE ION
SITE AREA:
47,100 SF
OWNER:
JOHN ALLEN
(979)696-242
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LOT 1 R
BLOCK 1
ALLEN SUBDIVIE ION
SITE AREA:
47,100 SF
OWNER:
JOHN ALLEN
(979)696-242
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LOT 1 R
BLOCK 1
ALLEN SUBDIVIE ION
SITE AREA:
47,100 SF
OWNER:
JOHN ALLEN
(979)696-242
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