SP attached to CC Packet 081313Q
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E R ;�E D GROVE RD
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VISTA RIDGE
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LAKE VISTA DR
SITE
LOCATION
W PENINSULq
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DEFOREST RD
"K v-S DR
BENCHMARK:
ELEVATIONS ARE BASED ON CITY OF COPPELL MONUMENT #9 TOP SECURITY MONUMENT WITH
ACCESS COVER, LOCATED ON THE NORTH SIDE OF DEFOREST ROAD JUST WEST OF MACARTHUR
BOULEVARD AT A SANITARY SEWER LIFT STATION, ELEVATION= 457.04'
FLOOD PLAIN NOTES :
AS DETERMINED BY THE FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, THE
SUBJECT PROPERTY DOES APPEAR TO LIE WITHIN A SPECIAL FLOOD HAZARD AREA
000 -YEAR FLOOD), SUBJECT PROPERTY IS PROTECTED FROM THE 100 -YEAR FLOOD BY
LEVEE, DIKE, OR OTHER STRUCTURE SUBJECT TO FAILURE OR OVERTOPPING DURING
LARGER FLOODS, MAP DATE AUGUST 23, 2001 COMMUNITY PANEL NO. 48113CO155J SUBJECT
LOT IS LOCATED IN ZONED "X SHADED ".
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
SITE DATA
EXISTING ZONING:
PD -199 HIGHWAY COMMERCIAL
PROPOSED ZONING:
PD- 199R8 -HC
PROPOSED USE:
DAY CARE CENTER
SQUARE FOOTAGE OF EACH PROPOSED USE:
114,501 SQ.FT. (2.629 ACRES)
BUILDING AREA (GROSS SQUARE FOOTAGE):
25,737 SQ. FT.
BUILDING HEIGHT:
35 FT
NUMBER OF PUPILS
470
REQUIRED PARKING PER EACH USE:
(ONE SPACE PER 10 PUPLIS)
47 SPACES
PROVIDED PARKING PER EACH USE:
69 SPACES
PROPOSED LOT COVERAGE,
22.48%
FLOOR AREA RATIO:
0.225:1
PLAYGROUND AREA:
23,896 SO. FT.
HOURS OF OPERATION
6:OOAM. TO 6:30PM. FROM MONDAY TO FRIDAY
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PROPERTY OWNER:
6 CROSSING LTD
6900 DALLAS PKWY STE 780
PLANO, TX 75024
99
GAS METER
fy MONITORING WELL
— —
BOUNDARY LINE
IRR. CONTI?Qt VALVE
0 TRAFFIC SIGNAL POLE
AD ✓DINER LINE
TELEPHONE PEDESTAL
0 TRAFFIC SIGNAL BOX
—
CONTOUR LINE
POWER POL
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APPLICANT I DEVELOPER:
CLA COPPELL, LLC
;t
OVERHEAD SERVICE LINE
S. S MAN HOLE
El VAUL T
s
3131 E. CAMELBACK ROAD, SUITE 420
CLEAN OUT
CREM
°
—
STORM DRAIN LINE
FIRE HYDRANT
PHOENIX, AZ 85016
v
UNDERGROUND GAS LINE
�
WATER MET €R
LIGHT POLE
UNDERGROUND CABLE LINE
(602) 707 -6991 (PHONE)
FUEL PORT
--r- TYPICAL FENCE
UNDERGROUND ELECT. LINE
k
WATER VALVE
M, CONCRETE
CONTACT: DAVID NEWTON
TRANSMISSION LINE
EXISTINP BFW
TRANSFORIq R PAD
V : ' t
— —
EASEMENT LINE
J
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` s COVERED AREA
.°
STORM DRAIN MAN HOLE
SURVEYOR:
PEISER & MANKIN SURVEYING, LLC
STREET CENTERL INE
PROPOSED
623 E. DALLAS ROAD
GRAPEVINE, TEXAS 76051
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—��
BOUNDARY LINE
--
RIGHT OF WAY LINE
~�
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CONCRETE CURB AND GUTTER.
(817) -481 -1806 (PHONE)
EXISTING FIRE
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CONTACT: TIMOTHY MAKIN, RPLS
'
HYDRANT •
'
OPROPOSED
e
ENGINEER &
CEI ENGINEERING ASSOCIATES, INC.
LIMITS OF SIDEWALKS AND CONCRETE APRONS
LANDSCAPE ARCHITECT:
303d LBJ FREEWAY SUITE 100
®
CURB INLET
(972) 488 -3737 (PHONE)
JUNCTION BOX
®
GRATE INLET
(972) 488 -6732 (FAX)
~ . °
CONTACT: MARIA PENA
2 *ter
V
� CALL
0 30' 45' 60'
SCALE IN FEET
.113
A
CITY OF COPPELL
PLANNING & ZONING DEPARTMENT
LOT bR
BLOCK A
VISTA POINT II
4/3/13 1 LWY MAP PHY TJA
INITIAL DATE I PRN PM DES I DRW
Engineering Associates, Inc.
ENGINEERS- PLANNERS • SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
3030 LBJ FREEWAY, SUITE 100 (972)488 -3737
DALLAS, TX 75234 (972)488 -6732
CHILDREN'S LEARNING ADVENTURE
811 N. MACARTHUR BLVD
COPPELL TEXAS
REV DATE SHEET N0.
SITE PLAN 7130713 Cl
REV -3
n 2013 CEI ENGINEERING ASSOCIATES. INC.
LEGEND
EXISTING
99
GAS METER
fy MONITORING WELL
— —
BOUNDARY LINE
IRR. CONTI?Qt VALVE
0 TRAFFIC SIGNAL POLE
AD ✓DINER LINE
TELEPHONE PEDESTAL
0 TRAFFIC SIGNAL BOX
—
CONTOUR LINE
POWER POL
SWB MAN HOLE
w
WATER LINE
DOWN GUY
0 GAS MAN HOLE
;t
OVERHEAD SERVICE LINE
S. S MAN HOLE
El VAUL T
s
SEWER LINE
CLEAN OUT
TREE
—
STORM DRAIN LINE
FIRE HYDRANT
- SIGN
a c
UNDERGROUND GAS LINE
y.
WATER MET €R
LIGHT POLE
UNDERGROUND CABLE LINE
FUEL PORT
--r- TYPICAL FENCE
UNDERGROUND ELECT. LINE
k
WATER VALVE
M, CONCRETE
TRANSMISSION LINE
LoP_
TRANSFORIq R PAD
BOLLARD
— —
EASEMENT LINE
J
ELECTRIC METER
` s COVERED AREA
BUILDING LINE
STORM DRAIN MAN HOLE
El ABC PAD
-
STREET CENTERL INE
PROPOSED
—��
BOUNDARY LINE
--
RIGHT OF WAY LINE
CONCRETE CURB AND GUTTER.
SEE DETAIL IB.
BUILDING CONTROL POINT
OPROPOSED
PARKING SPACES
LIMITS OF SIDEWALKS AND CONCRETE APRONS
PROPOSED LIGHT POLE
®
CURB INLET
❑
JUNCTION BOX
®
GRATE INLET
.113
A
CITY OF COPPELL
PLANNING & ZONING DEPARTMENT
LOT bR
BLOCK A
VISTA POINT II
4/3/13 1 LWY MAP PHY TJA
INITIAL DATE I PRN PM DES I DRW
Engineering Associates, Inc.
ENGINEERS- PLANNERS • SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
3030 LBJ FREEWAY, SUITE 100 (972)488 -3737
DALLAS, TX 75234 (972)488 -6732
CHILDREN'S LEARNING ADVENTURE
811 N. MACARTHUR BLVD
COPPELL TEXAS
REV DATE SHEET N0.
SITE PLAN 7130713 Cl
REV -3
n 2013 CEI ENGINEERING ASSOCIATES. INC.
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TO BE COLOR TAN
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SITE DATA
EXISTING ZONING:
PD -199 HIGHWAY COMMERCIAL
PROPOSED ZONING:--
PD- 199R8 -HC
PROPOSED USE:
DAY CARE CENTER
SQUARE FOOTAGE OF EACH PROPOSED USE:
114,501 SQ.FT. (2.629 ACRES)
ALDING AREA (GROSS SQUARE FOOTAGE):
25,737 SQ. FT.
BUILDING HEIGHT:
35 FT
NUMBER OF PUPILS
470
REQUIRED PARKING PER EACH USE:
(ONE SPACE PER 10 PUPLIS)
47 SPACES
PROVIDED PARKING PER EACH USE:
69 SPACES
PROPOSED LOT COVERAGE:
22.48%
FLOOR AREA RATIO:
0.225:1
PLAYGROUND AREA:
23,896.94 SQ. FT.
HOURS OF OPERATION
6:OOAM. TO 6:30PM. FROM MONDAY TO FRIDAY
gFFORE y� Q Ai&
\�O
O�
2RS
Ff
j� 0 20' 30' 40'
ENE CALL
SCALE IN FEET
LEGEND
EXISTING
$' "' I) i:' • �' �s I s I� GAS METER , MONITORING WELL - - BOUNDARY L /NE
'.. 4 • x • i evw.
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L ` ^.•: "���•_'• � •' • , o t ,�;' �• ••= <• t � � „w ..; •:; � � , �� � .� IRR. CONTROL VALVE � TRAFFIC SIGNAL POLE ADJO/NER LINE
. • �; „,:. f e 3 ,,;, &G. ( _ TELEPHONE PEDESTAL (D TRAFFIC SIGNAL BOX - 640' _______ CONTOUR LINE
` m <;_ MONUMENT SIGN W CITY OF COPPELL, TEXAS LANDSCAPE DATA TABLE 0 POWER POLE ,a SWBMANHOLE w WATERLINE
/ • '. • r ' `. •k� ... ° m___ A /N .. .� - L +` 1 \ — / . ' rw 4 s r, 1_° ,rya $ i �° �..
REQUIREMENT
REQUIRED
PROVIDED
PERIMETER LANDSCAPING
15 -FOOT LANDSCAPE BUFFER
15 -FOOT LANDSCAPE BUFFER
TREES (MACARTHUR BLVD -
9 TREES
9 TREES
433 L.F.)
6 TREES
6 TREES
TREES (FOREST HILL DRIVE
(602) 707 -6991 (PHONE)
- 287 L.F.)
SURVEYOR:
PEISER & MANKIN SURVEYING, LLC
INTERIOR LANDSCAPING: 10% OF
623 E. DALLAS ROAD
PARKING PAVEMENT TO BE
10 %= 3,294.87 SQ. FT.
3,295.96 SO. FT.
LANDSCAPED. ONE TREE PER 400
12% OF PARKING SPACES= 8 ISLANDS
ENGINEER &
SQ. FT.
LANDSCAPE ARCHITECT:
9 TREES
9 TREES
PARKING PAVEMENT = 32,948.70
CONTACT: MARIA PENA
SQ.FT.
PARKING SPACES PROVIDED = 69
NON- VEHICULAR LANDSCAPING:
TOTAL LOT AREA = 114,501 SQ. FT.
TOTAL OPEN SPACE AREA =
15% OF LOT NOT COVERED IN
BUILDING 25,737 SQ. FT.
13,699.48 SQ. FT. (15.43 %)
BUILDING TO BE LANDSCAPE OPEN
LOT AREA = 88,764 SQ. FT.
SPACE.
OPEN SPACE IN FRONT YARD=
15% = 13,315 SQ. FT.
8,198.65 SQ. FT.
ONE TREE PER 2,500 SQ. FT. OF
50% OF THE 15% = 6,658 SQ. FT.
NON - VEHICULAR OPEN SPACE
TREES
AREA.
6 TREES
PERCENTAGE OF TOTAL SITE AREA
21%
DEVOTED TO LANDSCAPING:
E-- DOWN GUY GAS MAN HOLE >� �f OVERHEAD SERVICE L /NE
(D S.S. MANHOLE ED VAUL T - - SEWER LINE
0 CLEAN OUT TREE - - - -- _ -- - STORM DRAIN LINE
FIRE HYDRANT SIGN UNDERGROUND GAS LINE
iV WATER METER LIGHT POLE UNDERGROUND CABLE LINE
0 FUEL PORT -X- TYPICAL FENCE - - UNDERGROUND ELECT. LINE
P� WATER VALVE VSP, CONCRETE ------ --- T --- TRANSMISSION LINE
[:P�] TRANSFORMER PAD D BOLLARD - — — -- - EASEMENT LINE
iD ELECTRIC METER �_Hl COVERED AREA BUILDING LINE
G STORM DRAIN MANHOLE FL-Ii A/C PAD - STREET CENTERLINE
PROPOSED
... SHADE STRUCTURE
COLORED CONCRETE SCORED
........ •- PLAYGROUND EQUIPMENT FALL ZONE COLOR: SAN DIEGO BUFF
6" CONCRETE HEADER COLOR: BAJA RED (SEE PLAN)
SYNTHETIC TURF v . • • COLORED CONCRETE
a •p ` COLOR: CHROMIX SUNBAKED
471 4
_ BRICK PAVERS I COLORED CONCRETE BOARDWALK
rr COLOR: ANTIQUE RED I COLOR: CHROMIX LIMESTONE
MAINTENANCE NOTES
0
e PLANTING NOTES
ar O m m • C F. CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER
o Y q y: Z4 .. ¢ A. LANDSCAPE FINAL ACCEPTANCE.
®, ... 1.54 E CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. ALL DELETERIOUS
i
Q < 11" WIDE COLORED CONC. BAJA REDDAVIS {9 MATERIALS SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, ASPHALT, ETC.
C.
COLORS) SALT ROCK FINISH. SHALL BE REMOVED PRIOR TO ANY FILL OPERATIONS. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN GENERAL LANDSCAPE NOTES
' ' -' • N FILL. SOIL SHALL BE FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN
$64'- ter`
• ' ' SIZE. THE TOP SIX INCHES OF FILL MATERIAL STRIPPED FROM SITE MAY BE UTILIZED FOR PLANTER OR
TOPSOIL FILL IF PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER'S REPRESENTATIVE AND /OR A. BEFORE COMMENCING WORK CONTACT APPROPRIATE UTILITY COMPANIES FOR UTILITY LOCATIONS, AND
- LANDSCAPE ARCHITECT.
� ,xi�� °��� "� v�� '� LOT bR, BLOCK A �:'° L� •• ., COORDINATE WITH GENERAL CONTRACTOR IN REGARDS TO LOCATION OF PROPOSED UTILITIES, SLEEVES,
1 `.� , :. / CONDUITS, ETC.
� � 114,501 SQ. FT. / 2.629 ACRES �..: B. FINISH GRADE OF LANDSCAPE AREAS (TOP OF TURF AND MULCH) MUST BE GRADED TO 1 112" BELOW
SYNTHETIC TURF FFE= 454.00' 'r'''' ' ADJACENT PAVEMENT SURFACES, B. ALL PROPOSED LANDSCAPING IS TO BE INSTALLED PER LOCAL JURISDICTIONS AND CODES. NOTIFY THE
LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
C. LOCATE SHRUBS A DISTANCE OF HALF OF THEIR AVERAGE MATURE SPREAD AWAY FROM WALKS,
STRUCTURES, CONCRETE PADS, ETC. LOCATE GROUND COVER PLANTINGS A MINIMUM OF 2' FROM WALKS, C. CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONS AND DIMENSIONING PRIOR TO PROCEEDING WITH
STRUCTURES, CONCRETE PADS, ETC. WORK DESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING
SHADE STRUCTURE OVER ANY CONSTRUCTION.
c
} 4 . PLAYGROUND EQUIPMENT _� D. ALL LAWN AREAS NOT OTHERWISE BORDERED BY WALKS, OR OTHER STRUCTURES, SHALL HAVE STEEL
�� t• ; ,. / y. EDGING. D. CONTRACTOR IS RESPONSIBLE FOR WORK IN ACCORDANCE WITH PLANS, DETAILS, SPECIFICATIONS AND
I lz APPLICABLE CODES AND REQUIREMENTS.
RUBBER FALL SAFETY
SURFACE E. TREES PLANTED ADJACENT TO PUBLIC ROADS AND PEDESTRIAN SIDEWALKS SHALL BE PRUNED TO 7' HEIGHT
t: ��� _ _ ..:: •i o / 3 (MINIMUM) CLEARANCE ABOVE PAVEMENT. E. QUANTITIES PROVIDED IN THE PLANT LIST ARE FOR GENERAL USE ONLY. CONTRACTOR IS RESPONSIBLE
s / m + ° CONCRETE SIDEWALK GAT c ' // t.,
_ FOR VERIFICATION OF ALL PLANT AND LANDSCAPE MATERIAL QUANTITIES.
t ,, l� • F. ALL TREES WITHIN 7' OF PAVED SURFACES (SUCH AS CURBS, WALLS, BUILDINGS AND SIDEWALKS) SHALL BE C)o ` v ;`,. PROVIDED WITH A DEEP ROOT BARRIER CONTROL DEVICE OR EQUAL. INSTALL PER MFR'S SPECIFICATIONS. F. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE OWNER'S REPRESENTATIVE AND /OR THE
•• : // ;7 LANDSCAPE ARCHITECT OF UNAVAILABILITY OF SPECIFIED PLANT MATERIAL FROM COMMERCIAL NURSERIES.
1
G. SHREDDED HARDWOOD MULCH SHALL BE USED AS A 4" TOP DRESSING IN ALL PLANT BEDS AND AROUND ALL THE OWNER'S REPRESENTATIVE AND /OR LANDSCAPE ARCHITECT WILL PROVIDE ALTERNATE PLANT
- TENNIS COURT ~' TREES (EXCEPT IN PLAYGROUND AREA). SINGLE TREES OR SHRUBS SHALL BE MULCHED TO THE OUTSIDE MATERIAL SELECTIONS IF UNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOT ALTER THE ORIGINAL BID
°��� = PRICE UNLESS A CREDIT IS DUE TO THE OWNER.
<. "•.,• y . EDGE OF THE SAUCER OR LANDSCAPE ISLAND (SEE PLANTING DETAILS).
o ,�� a°~ / f +' 2 G L PLANT MATERIALS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1.
I GATE m a °�� ' • ' • f, H. DEPTH SHALL BE AS FOLLOWS: AL
TOPSOIL
( / � (I PLANTER BEDS - 12" MINIMUM
�� 6' PLAYGROUND METAL '' GRASS /SOD AREAS - 4" MINIMUM (AFTER COMPACTION) H. THE OWNER'S REPRESENTATIVE AND /OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REFUSE ANY
VIEW FENCE MATERIAL HE /OR SHE DEEM UNACCEPTABLE.
•" .� v 6 "" �, , I. BACKFILL ALL TREES, SHRUBS, GROUNDCOVER WITH A MIXTURE OF 2 PARTS NATIVE SOIL AND I PART SOIL 1. COORDINATE WITH PROJECT REPRESENTATIVE FOR DISTURBED SITE TREATMENTS OUTSIDE LANDSCAPE
�"rp / I - CONDITIONING WITH WOOD MULCH.
' ' b gam' IMPROVEMENTS. SEE CIVIL PLANS FOR SOIL STABILIZATION FOR EROSION CONTROL.
e's.:. �" / „".••+""' •: :..• J. THE LANDSCAPE CONTRACTOR SHALL WATER TEST ALL PLANTING HOLE PRIOR TO PLANTING. IF HOLES DO
J. ALL PROPOSED LANDSCAPING IS TO BE INSTALLED PER LOCAL JURISDICTIONS AND CODES. NOTIFY THE
NOT DRAIN PROPERLY, EXCAVATE FURTHER UNTIL IMPERMEABLE LAYER IS BREACHED. EXCAVATED PLANT
LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
�• ;/ /, ' :;' s• // I PITS SHALL HAVE POSITIVE DRAINAGE. PLANT PITS (WHEN FULLY FLOODED WITH WATER) SHALL DRAIN
I GATE :t,;: /' `/ j �w '~e, "• // , {M'; WITHIN 1 HOUR OF FILLING. ENSURE THAT ALL PLANT PITS HAVE POSITIVE DRAINAGE. K. CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONS AND DIMENSIONING PRIOR TO PROCEEDING WITH
45' + ��w f
p1 / "•. � • / LIGHT POLE • :� :. K. ALL PLANTING BEDS SHALL BE TREATED WITH APRE- EMERGENT HERBICIDE. PRE - EMERGENT HERBICIDE WORK DESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OF AN DISCREPANCIES PRIOR TO BEGINNING
SHALL BE APPLIED PER MANUFACTURE'S RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT ANY CONSTRUCTION.
m AND PRIOR TO INSTALLATION OF PLANT MATERIALS AND MULCH.
b 5 �"e'� . : :: ?, L. CONTRACTOR TO ENSURE THAT IRRIGATION SYSTEM IS INSTALLED PRIOR TO INSTALLING TREES /PALMS.
► ,• f ,,.•- 4 46 CONTRACTOR SHALL ENSURE THAT THERE IS POSITIVE DRAINAGE AND NO PONDING OF WATER AT ROOT
moo ti.,•.+ < / / L. FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZER PER BRAND'S
�t �� 9 •� m� —! <"" �� �& /f / „� SPECIFIED APPLICATION RATES. AREA.
_ :�i,
-._ •� I F
:.; d) ` + -SHADE STRUCTURE POLES '. M. CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE AWAY FROM BUILDINGS DURING FINISH
:: � � :: \ �' TO BE COLOR TAN •:, :. F. NO MULCH INSIDE OF PLAYGROUND AREA. GRADE PROCESS.
► "'� _ +
N. LANDSCAPE CONTRACTOR SHALL INSTALL UNDERGROUND, AUTOMATED IRRIGATION SYSTEM WHICH PROVIDES
�, � / / / � .a' : COMPLETE COVERAGE OF THE SITE BEFORE THE INSTALLATION OF ANY LANDSCAPE M
FIRE HYDRANT 60' BUILDING BACK -
STEEL EDGING IRRIGATION PLAN-SHEET).
N LIGHT POLE I 14
6' PLAYGROUND METAL r f 0. CONTRACTOR SHALL REVIEW'THE GEOTECHNICAL REPORT FOR ADEQUATE DRAINAGE AND S01 Qc
' VIEW FENCE LIGHT POLE j
STEEL EDGING / PREPARATION.
�-- � X013
BUG
_ LOT 6R:3j/
COLUMN
PROPERTY OWNER:
121 CROSSING LTD
6900 DALLAS PKWY STE 780
W YAM
OR
APPLICANT / DEVELOPER:
CLA COPPELL, LLC
3131 E. CAMELBACK ROAD, SUITE 420
PHOENIX, AZ 85016
(602) 707 -6991 (PHONE)
CONTACT: DAVID NEWTON
SURVEYOR:
PEISER & MANKIN SURVEYING, LLC
623 E. DALLAS ROAD
GRAPEVINE, TEXAS 76051
(817) -481 -1806 (PHONE)
CONTACT: TIMOTHY MAKIN, RPLS
ENGINEER &
CEI ENGINEERING ASSOCIATES, INC.
PROPERTY OWNER:
121 CROSSING LTD
6900 DALLAS PKWY STE 780
PLANO, TX 75024
APPLICANT / DEVELOPER:
CLA COPPELL, LLC
3131 E. CAMELBACK ROAD, SUITE 420
PHOENIX, AZ 85016
(602) 707 -6991 (PHONE)
CONTACT: DAVID NEWTON
SURVEYOR:
PEISER & MANKIN SURVEYING, LLC
623 E. DALLAS ROAD
GRAPEVINE, TEXAS 76051
(817) -481 -1806 (PHONE)
CONTACT: TIMOTHY MAKIN, RPLS
ENGINEER &
CEI ENGINEERING ASSOCIATES, INC.
LANDSCAPE ARCHITECT:
3030 .LBJ FREEWAY SUITE 100
(972) '488 -3737 (PHONE)
(972) 488 -6732 (FAX)
CONTACT: MARIA PENA
3030 LBJ FREEwAr, SUITE l00 (972)488 -3737
DALLAS, TX 75234 (972)488 -6732
HIL DREN''S Lp EEARN�I/N®G AD VENTUR
891 N MAC, ®HUH BL M
COPPELL TEXAS
LANDSCAPE PLAN 7/3//lREV DATE stlE 1NO.
3
REV -3
0 2013 CEI ENGINEERING ASSOCIATES INC.
PLAN
8" 2 -PLY RUBBER HOSE
DOUBLE STRAND 12 GAUGE WIRE
COVERED W/2 -PLY RUBBER HOSE
PAINTED FLUORESCENT ORANGE
WHITE FLAGGING (TYP.)
TREE WRAP
4 INCHES MULCH
4 INCH DEEP SAUCER
8' STEEL TEE POST- 3 REQUIRED AT 120°
BACKFILL MIX
UNDISTURBED SUBSOIL
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF THE BALL
PLAN
B" 2 -PLY RUBBER HOSE
DOUBLE STRAND 12 GAUGE WIRE
COVERED W/2 -PLY RUBBER HOSE
PAINTED FLUORESCENT ORANGE
WHITE FLAGGING (TYP.)
TREE WRAP
4 INCHES MULCH
4 INCH DEEP SAUCER
8' STEEL TEE POST- 3 REQUIRED AT 1200
BACKFILL MIX
UNDISTURBED SUBSOIL
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF THE BALL
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.
MULCH TOP
DRESSING
M 09 G
o
a� C
SODDED AREA
M j p
m9
ao O
MULCH
DRESSING P STEPPING STONE BED
II
3 w COMPACTED SAND
oa :I.."
FINISHED GRADE N m 1 SUB -BASE.
m o I POLYPROPYLENE MATERIAL
POLYPROPYLENE MATERIAL �Ii WEED BARRIER.
(� WEED BARRIER. I �. FINISHED GRADE
(_ NATURAL STEEL EDGING. NATURAL STEEL EDGING.
— I — NO PAINTED EDGING SHALL NO PAINTED EDGING SHALL
BE USED. BE USED.
- STEEL STAKE DRIVEN STEEL STAKE DRIVEN I
FROM MULCH SIDE OF FROM MULCH SIDE OF
— EDGING WITH TOP OF
EDGING WITH TOP OF _ STAKE BELOW TOP OF
' I STAKE BELOW TOP OF I HEADER.
HEADER.
SODDED AREA W /MULCH ROCK BED AREA W /MULCH
N.T.S. N.T.S.
STEEL EDGING
VVYI
N.T.S.
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.
TREE PLANTING TREE PLANTING �SEE PLANT LIST FOR SPACING
5oA ON SLOPE:
n
N.T.S.
N.T.S.
4" MULCH
BACKFILL MIX "•`.•i •: �• %� %'
: / ? /1i: /i., /ice /i, /.. •... /.
GROUND COVER
PLANTING
N.T.S.
3
0
z
10
N
a
w
z
Z
O
U
i
Z
3
a
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0
10
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0
z
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Q
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0
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10
r-
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m
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3
3 INCHES MULCH
( SEE LANDSCAPE NOTES
FOR TYPE OF MULCH )
IF SHRUB IS B & B, THEN
Z x'12, a «s REMOVE BURLAP & ROPE
f FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL
SHRUB PLANTING
- 54B
N.T.S.
Ml
uzmd,74
N ( I 4'
r
TOP OF POT
MINIMUM 12" BACKFILL MIX
¢" MINIMUM OF 1 " -3"
DECOMPOSED GRANITE ROCK
���i COMPACT SOIL AROUND
�\ \ /� /��/ n ��T C✓C
PLANTER POT TO SAME
DENSITY AS UNDISTURBED
ADJACENT SOIL.
1/2" THRU HOLE (4)•
FILL HOLE WITH CAULK
NOTES:
I. REFER TO COURTYARD PLAN FOR LOCATIONS.
2. QUICKCRETE CASCADE OR- CE4824P SAND COLOR WITH LIGHT BLAST
OR APPROVED EQUAL. PLANTER POT DETAIL
N.T.S.
4- CREEPING ROSEMARY
ROSMARINUS OFFICINALIS 'PROTRATUS'
4 -BLUE PRINCESS VERBENA
0 VERBENA X HYBRIDA 'BLUE PRINCESS'
I- PURPLE FOUNTAIN GRASS
PENNISETUM 'RUBRUM'
LANDSCAPE SCHEDULE -CLA
1/2" THRU HOLE
TOP OF POT
BOTTOM OF POT
FILL HOLE WITH CAULK
TREES /PALMS
121 CROSSING LTD
6900 DALLAS PKWY STE 780
PLANO, TX 75024
PROPERTY OWNER /
CLA COPPELL, LLC
COMMON NAME
ROOT
SIZE /HT. AT
SPACING
QTY.
BOTANICAL NAME
CONTACT: DAVID NEWTON
PLANTING
PEISER 8, MANKIN SURVEYING, LLC
NOTES
623 E. DALLAS ROAD
GRAPEVINE, TEXAS 76051
(817) -481 -1806 (PHONE)
CONTACT: TIMOTHY MAKIN, RPLS
4" CALIPER
CEI ENGINEERING ASSOCIATES, INC.
8,
3030 LBJ FREEWAY SUITE 100
LANDSCAPE ARCHITECT
8
SHUMARD RED OAK
B &B
7' HT.
SEE PLAN
QUERCUS SHUMARDI
B&B
4" CALIPER
SEE PLAN
LACEBARK ELM
15
ULMUS PARVIFOLIA SEMPERVIRENS
7 HT.
CHINESE PISTACHE
B&B
4" CALIPER
SEE PLAN
9
PISTACHIA CHINENSIS
7' HT.
SHRUBS
QTY.
COMMON NAME
ROOT
SIZE
SPACING
BOTANICAL NAME
NOTES
BIG BLUE LIRIOPE
24" O.C.
220
LIRIOPE MUSCARI 'BIG BLUE'
CONT.
I GAL.
DWARF YAUPON HOLLY
CONT.
5 GAL.
30" O.C.
9
ILEX'CORNUTA 'NANA'
8
INDIAN HAWTHORN 'CLARA'
CONT.
5 GAL.
48" O.C.
[1'.
RAPHIOLEPIS INDICA 'CLARA'
2
ADAGIO MAIDEN GRASS
CONT.
5 GAL.
48" O.C.
MISCANTHUS SINENSIS 'ADAGIO'
175
DWARF BURFORD HOLLY
'BURFORDII
CONT.
5 GAL.
36" O.C.
ILEX CORNUTA NANA'
TURF
COMMON NAME
NOTES
QTY.
BOTANICAL NAME
HYBRID BERMUDA GRASS SOD 'CELEBRATION'
20,103
CYNODON DACTYLON
SF
MISC.
QTY. I PRODUCT DESCRIPTION
12 I ANNUALS
SF
PROPERTY OWNER/
121 CROSSING LTD
6900 DALLAS PKWY STE 780
PLANO, TX 75024
PROPERTY OWNER /
CLA COPPELL, LLC
DEVELOPER / APPLICANT
3131 E. CAMELBACK ROAD, SUITE 420
PHOENIX, AZ 85016
(602) 707 -6991 (PHONE)
CONTACT: DAVID NEWTON
SURVEYOR
PEISER 8, MANKIN SURVEYING, LLC
623 E. DALLAS ROAD
GRAPEVINE, TEXAS 76051
(817) -481 -1806 (PHONE)
CONTACT: TIMOTHY MAKIN, RPLS
ENGINEER
CEI ENGINEERING ASSOCIATES, INC.
8,
3030 LBJ FREEWAY SUITE 100
LANDSCAPE ARCHITECT
(972) 488 -3737 (PHONE)
(972) 488 -6732 (FAX)
CONTACT: MARIA PENA
NOTES
4" POT AT 6 " -8" O.C.
TT A C T 00
g ,f
(op
_y
CEI
INC.
}
C
LL
Q
H
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10
r-
n
N
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7
_L GLAZING
fi.O.ROTUNDA
40' -0'
FIN FLOOR OIL
0'4" = 59.0'
T.O.ROTUNDA
40'- 0"
T.O. PARAPET
25'- 8"
FIN FLOOR AC
0' -0" = 59.0' `./
r --�ELEVATION WEST
A2 -0 SCALE: 1/8" = 1' -0"
ANDREL
2 ELEVATION NORTH
(AIM. IVI/1I Vrl IV wooer icw urwvr,.
T.O. CORNICE
16' -0"
FIN FLOOR Afjj
0' -0" = 59.0'
CAP
E
a� 1
ELEVATION EAST
a °I A2 -0 SCALE: 1/8" = T -0"
�_
a�
_T.O. PILASTER
30' -8"
_ T.O. PARAPET OL
25' -8"
FIN FLOOR OC
0' -U'=59.0'
CAP
KI
&11� CEO
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
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912580
Date It XX -XX -XX
Date: XX -XX -XX
Scale:
1/8.=1 '_0
Drawn:
Checked:
W
CHILDREN'S LEARNING ADVENTURE
Coppell, TX
Material Tabulation Chart -1
April 12, 2013
Total Facade s.f.
6,197
4,952
4,962
5,382
Doors and Windows Area (s.f.)
2,766 1
45% 1
884
18 °!°
842
17% I
521
10%
z
Total Fa ade L=andWlnd
3,431
4,068
4,120
4,861
Material T
Mason s.f.
Brick
750
1,509
2,259
22%
44%
66%
860
2,051
2,911
21
50%
72%
902
2,042
2,944
22%
50%
71%
1,484
2,590
4,074
31%
53%
84%
Remainder: Cornices: EIFS, Stucoo
17817
53%
676
1
17%
1,176
29%
1,057
22%
,
T.O.ROTUNDA
40'- 0"
T.O. PARAPET
25'- 8"
FIN FLOOR AC
0' -0" = 59.0' `./
r --�ELEVATION WEST
A2 -0 SCALE: 1/8" = 1' -0"
ANDREL
2 ELEVATION NORTH
(AIM. IVI/1I Vrl IV wooer icw urwvr,.
T.O. CORNICE
16' -0"
FIN FLOOR Afjj
0' -0" = 59.0'
CAP
E
a� 1
ELEVATION EAST
a °I A2 -0 SCALE: 1/8" = T -0"
�_
a�
_T.O. PILASTER
30' -8"
_ T.O. PARAPET OL
25' -8"
FIN FLOOR OC
0' -U'=59.0'
CAP
KI
&11� CEO
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
W
D
Z
W Cn
DW
F— U)
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Z
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Q Qo w �
W U o-
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a
0
912580
Date It XX -XX -XX
Date: XX -XX -XX
Scale:
1/8.=1 '_0
Drawn:
Checked:
W
0
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a ECE "d C-
APR 7 X013
"F f:
PROFESSIONAL OF RECORD
PHONE: 314 - 821 -1100
Job No:
912580
Date It XX -XX -XX
Date: XX -XX -XX
Scale:
1/8.=1 '_0
Drawn:
Checked:
Sheet No.