HomeMy WebLinkAbout19-003 Map3/ 1 G"x4" GREEN —
5TEEL EDGING
WITH I G" TAPERED
STEEL
5TAKE @30" o.c.
MAX.
WIDTH VAPRIE5
II III III I I III I �
—IIIIII (—
COMPACTED FILL
FILTER FABRIC (TYP.)
RIVER ROCK DETAIL
NTS
5" DEPTH OF 1 1/2"
- 5" LARGE
RIVER ROCK (TYP.)
rFINI5HED GRADE
FLOODWAY
25'ACCESS &
MAINTENANCE
EASEMENT
11
4*&
GRAPHIC SCALE IN FEET
30' 0 36'
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
CONCRETE PAVEMENT
REGULAR DUTY ASPHALT
BOUNDARY, SURVEY CONTROL, BENCHMARKS
AND TOPOGRAPHIC SURVEY BY HARBOR.
CRAFTON TULL BASED THE DESIGN ON THE
ACCURACY OF THE SURVEY AND IS NOT
LIABLE FOR ANY INACCURACIES AS A
RESULT OF THE SURVEY.
PLANT SCHEDULE
TREES
BOTANICAL NAME/COMMON NAME
CONT
QTY
PISTACIA CHINENSIS / CHINESE PISTACHE
7-2 1/2" CAL.10.12' HT.
7
QUERCUS SHUMARDII I SHUMARD OAK
2"-21/2" CAL. 10-12- HT.
4
TAXODIUM DISTICHUM I BALD CYPRESS
2" CAL,10'-12' HT.
3
SHRUBS
BOTANICAL NAME / COMMON NAME
SIZE
QTY
BUXUS MICROPHYLLA'WINTERGREEN'IBOXWOOD
5GAL
35
ILEX CORNUTA'BURFORDII NANA' / DWARF BURFORD HOLLY
5 GAL. 18" HT. MIN.
39
ILEX CORNUTA'NELLIE R,STEVENS' 1 NELLIE STEVENS HOLLY
5 GAL. 18" HT. MIN.
7
MISCANTHUS SINENSIS'VARIEGATUS' / VARIEGATED MAIDEN GRASS
5 GAL. 18" HT. MIN.
9
GROUND OVERS
BOTANICAL NAME / COMMON NAME
CONT
QTY
<-
CYNODON DACTYLON / BERMUDA GRASS
SOLID SOD
41,137 SF
N►70 41' p1�E 574 4 l�
p75°
STIN TREE LINE r
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EXISTING
EXISTING BUILDING
BUILDING
FLOODPLAIN
i CONCRETE SIDEWALK �J(�
(TYPJ-\r''"J/
PHASEV
f
6.5400 %>Q, FT,
4
ON CONCRETE PA ..',,,-
LIMIT OF SOD
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FLEXIBLE TREE TIE
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SET TREE PLUMB AND THE
TOP OF THE ROOT BALL
AT THE SAME ELEV. AS
THE ADJACENT FINISH
GRADE -
FINISHED GRADE
O
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I
BACKFILL WITH j
2
I
-
TOPSOIL, j PEAT BY
(n
VOLUME AND 2 L135 OF
I
14,14,14 51-0-COTE
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_
FERTILIZER PER CU.
/
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T•I
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YARD OF BACKFILL.
TAMP SOIL LEAVING NO
VOIDS
I
It'
I
COMPACTED
BACKFILL
I I
I
EXISTING
DRIVE
1
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--� • EDGING (TYP) I I N
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MIN.
TREE PLANTING DETAIL
NT5 _
5EE PLAN5 FOR SPACING
;SOD
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E is
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_ 'r \ � jI, �-' Q .•. � NOTES:
W a APPLY APPLICATION OF BALAN OR APPROVED EQUAL PRE -EMERGENT
,;:, ,. • 111 ? W FOR WEED CONTROL.
o.
SHRUB PLANTING DETAIL
NT5
STEEL EDGING DETAIL
NT5
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REMOVE ALL BROKEN
°
OR DAMAGED
/R
Wr
w
BRANCHES, TWINE,
TAGS, ETC.
t,J
z
5
STEEL'T' P05T ( 2 PER TREE)
Y
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W
0
O n
-
DRIVE STAKES INTO UNDISTURBED
SOIL
ry/y+�
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LU
Uj
U
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FORM 4" HIGH BACKFILL SAUCER AROUND
TOP OF TREE PIT AND COVER PIT WITH
�O�++
^Uj^
rW
co
MULCH. KEEP MULCH OFF TRUNK.
_
DIG TREE PIT 2x LARGER THAN ROOT
BALL AND SLOPE SIDES AS SHOWN.
REMOVE ALL STAKES AFTER I YEAR
OR WHEN TREE 15 ESTABLISHED.
REMOVE ALL ROPE, TWINE, AND WIRE
FROM AROUND TRUNK AFTER TREE 15
SET AND TREE PIT 15 1/2 FILLED.
LAYER OF MULCH
PROVIDE A HOMOGENOUS
MIXTURE OF 3: 1 RATIO OF
APPROVED TDF501L OF
SPECIFIED QUALITY AND
PEAT M055
EDGING TO EXTEND 2"
ABOVE LAWN
FLEXIBLE STEEL EDGING
I G GA.
STAKE AS PER MANUFACTURERS
RECOMMENDATIONS
NOTE:
AREAS WHERE GROUNDCOVER OR SHRUB
MA55 PLANTING BORDER CURB, WILL NOT
HAVE EDGING.
CHAMFER EDGING TO BE FLUSH WITH FINISHED
GRADE ADJACENT TO PAVING OR CURBS.
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Arkansas One Call Crafton Tull
011111111111 0 engineering I surveying
Know what's below.
Call before you dig.
501.664.3245 t 501.664.6704 f
www.craftontull.com
CIA PROJECT #: 18801700 P °"""""......
0 F A[/
CRAFTON, TULL &
s F-. ASSOCIATES, INC. --�
_0� No. 109
syJ 2�
q'KANSAS ENG\d�ER
DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL
NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM
WITHOUT PRIOR CONSENT OF ROARK PERKINS PERRY
YELVINGTON ARCHITECTS. DO NOT SCALE DRAWINGS. USE
GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY DIMENSIONS
WITH THE ARCHITECT. CONTRACTOR SHALL CHECK AND VERIFY
ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
CID
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FRAN
AN
REVISIONS I DATE 1�
1
LANDSCAPE
PLAN
EMHEMFJM
NOV. 15, (
201E 608
DATE JOB NO.
L1.1 11
SHEET I OF