HomeMy WebLinkAboutZ-4484-B-1 Map 610't RIP—RAPPED SLOPE
10" THICK FILL PLACEMENT
W/GEOTECHNICAL FABRIC
BACKING
1,vmrm+_.iE_u
BACKFILL
' FLUME
POINT OF
SHEET FLOW
DISCHARGE
9" WALL
CURB CUT WIFL UME & RIPRAP
N.T.S.
f All R' W( )STD
BAi,P MULCH-,'H1P -
PLANTINU MIXIURL
1 PART SAND, 2 PART;
PEATMOSS AND 2 PARTS
EXISFING TOPSOIL—BAC), RLL — --
(STERILIZED)
BELL OR
SPIGOT AS
REQUIRED
TOE WALL CONSTRUCTED
AT OUTLET END ONLY
DIAMETER
WALL
PLUS 6'
QUANTITY — 18
1wSSHINGTON HAWTHORN
CRATAEGUS PHAENOPYRAM
15 GAL (B&B),7'-8' TALL
2'6" SPD.
1/2" x 12" STRIP GARDEN
HOSE PROTECTION
LAYER OF GROUT
BETWEEN SECTION
AND TOE WALL
E -CAST F
ACCEPTABLE SUBSTITUTE:
COMMON REDBUD—
CERCIS CANADENSIS
2" TURN BUCKLE AND 7 STRAND
GALV. WIRE TIGHTEN TO SECURE
AND PLUMB TREE.
PLANT BALL—REMOVE ALL PROTECTIVE
COVERING, TWINE, ETC.
3" EARTH MOUND TO FORM
SAUCER AROUND TREE
EXT. GRADE
I�:IC n
RED END
N DETAIL
N.T.S.
3-2"x2" WOODED STAKES x 18'•+
EQUALLY SPACED AND FIRMLY PLACED
IN GROUND W/MIN. EXPOSED TOP
PLANTING PIT TO BE 8" WIDER ON
ALL SIDES THAN PLANT BALL AND
ur 12" DEEPER THAN BOTTOM OF BALL
3 LBS 5-10-10 FERTILIZER MIXED
IN A 3" LAYER OF EXT. EARTH
PLANTING DETAIL -TREES
N T.5
NATIVE STONES EMBEDDED INTO
APRON 4" (t).
PROTRUDES MAX. 6" ABOVE FLOOR
OF APRON -MAXIMUM 4" SPACE
BETWEEN EMBEDMENT
NOTES:
1. CONTRACTOR TO ESTABLISH POSITIVE DRAINAGE FROM SURFACE AREA.
2. ALL CONCRETE TO MEET 3000 psi COMPRESSIVE STRENGTH AT 28 DAYS.
3. 6" CONCRETE PAVEMENT REQUIRED AT ENTRANCES FROM PUBLIC
ROADWAY TO PROPERTY BOUNDARY.
3
4' CONCRETE PAVEMENT
w/6"W' x 10 go REINFORCING STEEL
Z
12 t.
4
COMPACTED SUBBASE II.
HILLSIDE OR EQUAL
(95% STD. PROCTOR
COMPACTION) -I
SII
NOTE: IT IS RECOMMENDED THAT THE SERVICES OF A GEOTECHNICAL
ENGINEER IS OBTAINED TO VERIFY SOIL CONDITIONS AND SPECIFIC
SITE REQUIREMENTS.
PAVED _COMMERCIAL DRIVEWAY APPROACH
6' TYPICATL SURFACE AND
CURB I HEAVY DUTY CONCRETE PAVING
3' TAPERED
® A.H.T.D. - ES
4" CONCRETE AND
4" SB -2 BASE COURSE 4" CONCRETE AND 4" SB -2 BASE
y7 4" REINFORCED I EXISTING AhTD ASPHALTIC ROADWAY
1 CONCRETE 1' �. Ti43N (SURFACE, BINDER AND
BASE) SAW CUT STRAIGHT AT
c • ROUNDING PAVEMENT ;,< ROUNDING EP - REPAIR ALL DAMAGED
3/8" 3/8" EDGES WITH FULL DEPTH
CONCRETE FILL.
'ION
12" COMPACTED
SUBBASE HILLSIDE
OR EQUAL
MODIFIED CURB & GUTTER -MOUNTABLE ISLAND
WOOD POST
OR STAKE
DIF,Ec_T10N OF
RUN 'rF FLOW
GEOTEXTILE
-./ATTACHED
TO POST
GEOTEXTILE ANCHOR
TRENCH BACKFILLED WITH
TAMPED NATURAL SOIL
6" MAX. 1 15" MIN
_.-
�"N, I
NATURAL
SOIL
6" MIN.
SILT FENCE DETAIL
NTS
4" REINFORCED -
CONCRETE PAVEMENT
14" COMPACTED SUBBASE—
HILLSIDE OR EQUAL
(95% STD PROCTOR
COMPACTION)
APPROVED BACKFILL -
MATERIAL
95% STD.
PROCTOR
COMPACTION
1L3 /
4' WIDE//
FLAT BOTTOM
DRAINAGE CHANNEL
SOLID GRASS SOD WITH 3:1 SIDESLOPES
0't GRADE
DRAINAGE CHANNEL
N.T.S.
#5 BARS @ 12" O.C. HORIZONTAL
-CONTINUES, AND 18" G.C. VERTICAL
r0 "—�
//,"--ESTABLISH FINISH ELEVATION
/ W/PLAN GRADE
}
O
I
L. Ln
Li II
L
W
L Q
X 4" MIN. COVER
EXT. GRADE
#5 BARS @ 12" O.C.
BOTH DIRECTIONS
RETAINING WALL DETAIL
N.T.S.
LITTLE ROCK PLANNING COMMISSION
PPRO ED, SUBJECT TO THE CONDITIONS
AS NOTED IN THE PLANNING COMMISSION
MINUT , ECORD DATED L' (, u
DATE: (i21 4t
TYF'JC.4L IJE'T.4 LL S
PROYMIOH.L UTTLE ROCK RfFbr84fc lNDU.ST"TS' MKOACW
DATE, 01-0-01 =N==OMP =^JE, N.T S.
awaaa 06-45-01
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