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1 11 I EOP 1 -_-=_� 18' CLEAR SPACE BETWEEN
FACE OF NEW CURB AND
111 i ! BUILDING WALL
COP PROP,
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2
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7
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1 I (! 1 N \\ 26 \\ 25 \ F+ST /
III I \ \ \ 24 To 'tip
1 (( 1 Y \ \ \ 23
22 \ F
21 \ 4> .
111 ~ I o I \ \ \ 20 \\
19 \
10 \ \ \ EXISTING 500 SQFT \
I / III X I ! EOP __ /' OF GREEN SPACE
1 l( W I I / TO REMAIN \
�Oe TREE TO \ _
! / Ey SECTIO \ \
REMAIN i' -r R M D \\ TOARD REMANIL POST x
I RAIL oRE U EOP _�� �.
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SI REMAIN `"---�_]u0
-S I 1 i 115 x
I 174
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I (�0 � 113
I I �cz 712
S 1 I 110 \ x
96
I 97
II rr 1 98 �F4" -y k
' W I 99 F
! II F- 1 EXISTING 821 SQFT 100
1 II Z OF GREEN SPACE i' ---
I 11 J I 0 REMAIN 101 x
a I r toe x
1 11 I I EE TO x
I fl W I REMAIN
I Ill I IN
I ' II I
FaQ TREE TO k
(� Q 2�/;/ ,.. REMAIN 09 x �!
1 1 1 0 f / / 4r OP TREE TO �---
I / REMAIN x
94
1 I 93 Ir —
P NOP.
�r Q (NEW PLANTER
L� 1,230 SQFT)
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NEW
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T— trJ 6 -9 REMOVE STUMP AND ROOTS
I I FROM PREVIOUS TREE AND
I FILL V❑ID WITH COMPACTED
L I CLASS 7 (APPROXIMATE
PROP. L❑CATI❑N)
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_ i 90
41
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' \\ 77 \ TOT2� k 1
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I II Z (TREE TO \\ \. 79
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REMAIN A \\ \\ \ 80 \ 81 \ P 18'
I x I ( )r \ \ \ 82 \
111 W
N \ \ \ \ XISTING 652 SQFT \ \ \\ 8aF GREEN \
SPACE
TO,REMAN
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_ PRO- _ '� _ _ \ \
N \ \
I _ — TREE TO
SIDEW—K _ _REMAIN ��_}J.jS. _ \\ i\ \\ R5'-6" \ \\\
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REMAIN
EOp_
GRASS --__ D __ TREE�TO
NEW
SIDEWALK — -
115 — l
TREE TO
T. RE6IEAIN- _ _ GRASS — —
�_`-- SH -___:ZZ- ;;
30 I
OREMOVE (SAW CUT) 2 L,F, STRIP OF EXISTi
PAVEMENT AND INSTALL 2' MINIMUM THICKNESS S-RFACE
COARSE ASPHALT OVER 6' MINIMUM T-IICKNESS --DY-ACTED
CLASS 7 (4' X 27' AREA).
NEW
PROP
NEW
0
N
NEW
IPROP
rPIN
•
151'
REMOVE STUMP AND ROTS
FROM PREVIOUS TREE AND
FILL VOID WITH COMPACTED
CLASS 7 (APPROXIMATE
LOCATION)
(NEW PLANTER
1,230 SQFT)
REMOVE EXISTING TREE
(THIS TREE ONLY)
INCLUDING STUMP AND
ROOTS. FILL V❑ID WITH
COMPACTED CLASS 7.
241'
6"
R2 ),
6" VERTICAL CkwB (N.T.S.)
NOTES ON CONCRETE CURB h GUTTER:
1. CONCRETE SHALL BE CAW CLASS A WITH FlBER MESH ADDITIVE.
2. CONCRETE SHALL HAVE MINIMUM 3,500 PSI COMPRESSIVE
STRENGTH.
3. INSTALL 1/2' BITUMINOUS EXPANSION JOINT MATERIAL AT 100•
MAXIMUM INTERVALS OR AT TIE INS TO BOXES, RADIUS RETURNS OR
DRIVEWAY APRONS.
4. PROVIDE CONTROL JOINTS AT 15- MAXIMUM SPACING.
CAUTION
UNDERGROUND UTILITIES EXIST WITHIN AND
ADJACENT TO THE LIMITS OF CONSTRUCTION.
AN ATTEMPT HAS BEEN MADE TO LOCATE
THESE UTILITIES ON THE PLANS. ALL EXISTING
UTILITIES MAY NOT BE SHOWN ON THE PLANS,
AND THE LOCATION OF THE UTILITIES SHOWN
MAY VARY FROM THE LOCATION SHOWN ON THE
PLANS. PRIOR TO BEGINNING ANY TYPE OF
EXCAVATION, THE CONTRACTOR SHALL
CONTACT THE UTILITIES INVOLVED AND MAKE
ARRANGEMENTS FOR THE LOCATION OF THE
UTILITY TO BE MARKED ON THE GROUND. THE
CONTRACTOR SHALL MAINTAIN THE UTILITY
LOCATION MARKINGS UNTIL THEY ARE NO
LONGER NEEDED. CONTACT ARKANSAS
ONE CALL AT 1-800-482-8998.
5 0
SCALE: V = 10'
OREMOVE EXISTING ASPHALT SURFACE AND TOP 6' (MINIMUM)
OF BASE MATERIAL AND REPLACE WITH 2' MINIMUM
THICKNESS (220#/S,Y, MINIMUM) SURFACE COARSE ASPHALT
PLACED OVER 6' (MINIMUM) CLASS 7 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY, COMPACT SUBGRADE TO 957
MODIFIED PROCTOR DENSITY, NEW ASPHALT SURFACE SHALL
FALL 17 MAXIMUM SLOPE (SEE ARROWS FOR REFERENCE) FOR
LOT DRAINAGE AND CONFORM TO EXISTING ASPHALT SURFACES
TO REMAIN, EDGES OF EXISTING ASPHALT AREAS TO REMAIN
SHALL BE SAW CUT, APPROXIMATE AREA IS 1,300 SQFT
(DIAGONAL HATCHED AREA), REPLACE/INSTALL PARKING
SPACE STRIPING AND MARKINGS AS REQUIRED TO MATCH
EXISTING, ALL MATERIALS AND INSTALLATIONS PER CITY OF
LITTLE RUCK STANDARD SPECIFICATI❑NS,
�S REMOVE EXISTING ASPHALT SURFACE AND CONSTRUCT NEW
/ PLANTER ISLAND WITH CONCRETE CURB & GUTTER
CONSTRUCTED PER THE DETAIL ON THIS SHEET
(APPROXIMATELY 3601), AREAS UNDER NEW CONCRETE GUTTER
TO BE CLASS 7 COMPACTED TO 95% MODIFIED PROCTOR
DENSITY. COMPACT SUBGRADE TO 95% M❑DIFIED PROCTOR
DENSITY. NEW CONCRETE CURB & GUTTER SHALL CONFORM
TO SURROUNDING SURFACES TO REMAIN, EDGES OF EXISTING
ASPHALT AREAS TO REMAIN SHALL BE SAW CUT,
itiS-AFL =LOUD" TREE (2-1/2' MINIMUM CALIPER) WITH
SUPPORT STAKING (5 TIMES). INSTALLATION TO BE DONE
PER CITY OF LITTLE ROCK STANDARD SPECIFICATIONS.
OD INSTALL 'ENCORE' AZALEAS (3 GALLON C❑NTAINER SIZE) (42
TIMES TOTAL), INSTALLATI❑N TO BE DONE PER CITY OF
LITTLE ROCK STANDARD SPECIFICATIONS,
OREMOVE 27' OF EXISTING GUARD RAIL BY CUTTING, REMOVE
SHARP EDGES AND RADIUS CORNERS 0,5', REMOVE THE TWO
EASTERLY CONCRETE SUPPORT POSTS.
NOTES:
HAND TOOL COMPACTED NURSERY GRADE TOP S❑IL SHALL BE
PLACED IN NEW PLANTER TO A LEVEL 3' BELOW TOP OF
CURB AND TOPPED WITH 2' MINIMUM THICKNESS NURSERY
GRADE CEDAR MULCH.
THE 'DWARF BURFORD HOLLEYS' TO BE INSTALLED IN THE
EXISTING PLANTER AREA SHALL HAVE NURSERY GRADE TOP
SOIL MIXED WITH THE NATIVE SOIL PRIOR TO PLANTING AND
DISTURBED AREAS COVERED WITH 2' MINIMUM THICKNESS
NUSERY GRADE CEDAR MULCH.
LOT SIZE = 21,617 SQFT (0.50 ACRE). EXISTING: 66 PARKING SPACES.
FINAL: 58 PARKING SPACES, TOTAL LANDSCAPED AREA = 31203 SQFT
(0.15 ACRE). PERCENT LANDSCAPED AREA = 15%. CAPE / BUFPER PLAN
New Redbud Tree
New "Encore" Azaleas
New Parking Space
Existing Parking Space
EOP Edge of Pavement
New Pavement Slope
New Hose Bib in Meter Box
(3 Total)
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