HomeMy WebLinkAbout18-074 Map 1LANDSCAPE NOTES:
1. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF
THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BE
MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BE
BORNE BY THE CONTRACTOR.
2. ALL DISTURBED AREAS TO RECEIVE SOD WITH COMMON OR TIFTON BERMUDA
3. ALL BEDS AND AREAS WITH PLANTINGS TO BE MULCHED WITH SHREDDED HARDWOOD MULCH.
4. SCARIFY ROOTS OF ALL PLANTINGS PRIOR TO PLANTING.
5. ALL SHRUB MATERIEL MUST BE 18" IN HEIGHT AT INSTALLATION.
6. EXCAVATIONS FOR SHRUBS SHOULD BE 6" GREATER THAN ROOT BALL IN WIDTH AND IN DEPTH, BACKFILL WITH TOPSOIL
MIX.
7. ROOT BALL SHOULD BE 3-6" ABOVE GRADE AFTER PLANTING.
8. THE SOURCE OF WATER FOR IRRIGATING THE LANDSCAPE AREAS, SHRUBS AND TREES IS FROM THE WATER SPIGOTS ON
THE HOUSE.
Q
QD
r�
U.,j
QD
SYMBOL
TYPE
QTY
EXISTING OAK TREE
1
RED SUNSET MAPLE
3
0
LEYLAND CYPRESS
5
0
AMERICAN BOXWOOD
26
0
DWARF YAUPON
20
GENERAL NOTES:
1. ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/
OVERHEAD OR UNDERGROUND POWER SOURCES.
2. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF
THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BE
MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BE
BORNE BY THE CONTRACTOR.
3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO
THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE
CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.
4. ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.
5. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN
ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.
FND
aR;`i+fri- l iPE
MATCH EXISTING
SIDEWALK
EXI STI N'
" OAK THE
5' SIDEWALK (5 CY), SEE
-DETAIL PW-41, SHEET C3
20 LF OF CONCRETE CURB &
GUTTER, MATCH ADJACENT
SEE DETAIL PW-29, SHEET C3
46.4
CONTINUOUS ROW OF
3-GALLON DWARF
YAUPON (421, O.C.)
77;-,4'
WHEEL STOPS (TYP.)
�I
1—STORY
BRICK &
FRAME
BUILDING
D
EXISTING
CONC.
/ RED SUNSET
MAPLE (TYP)
r-ARL YLE DRI VF
(50' ROW)
MATCH DRIVE TO EXISTING
GUTTER LINE
CRAPE MARTLE
OR APPROVE TREE
FROM CITY OF
LITTLE ROCK (TYP)
CONTINUOUS ROW OF
3-GALLON AMERICAN
BOXWOOD (421, O.C.)
EXISTING 6' WOOD
FENCE
-,LT PARKING , 0.
SURFACE (309 SY) ,
SEE DETAIL SHEET C-3
DOO
D
II
,
r
J D
° b I
FND I"
4 1971
_
O A R
GRAPHIC SCALE
10 0 5 10 20 40
LEYLAND CYPRESS
OR APROVED TREE
FROM CITY OF
LITTLE ROCK (TYP)
EXISTING 6° WOOD
FENCE
CONTINUOUS ROW OF
3-GALLON AMERICAN
BOXWOOD (421, O.C.)
MATCH ASPHALT TO
EXISTING CONIC. PAD
0)
EXISTING 4' WOOD
FENCE
PROPOSED 6' WOOD
FENCE WHERE FENCE
IS ONLY 4' HIGH
( IN FEET )
1 INCH = 10 FT.
Z
®
N
LLI
®
w
C)
O
CV
0:(,r'-
i
0/ K
Q
(�
CL
z
�
2>-Q
�
Qw0)O
06
w
�J00w
W
J
�y<
r
LL
t0
Y
LLL -J
Jim
� x
z�
Q<
222
— ®• ANSAS
REGISTERED
PROFESSIONAL
j STANDARD DUTY CONCRETE ENGINEER
PAVEMENT (31 SY), SEE g,ro.9418 �wc'),
DETAIL PW-35 & DRIVEWAY �`�N L.��i�
DETAILS, SHEET C3
d�
Project No.: 035287.001
Issued: DEC.2018
Drawn By: JGB
Checked By: BCD
Scale: 1" = 10'
Sheet Title
SITE, GRADING &
LANDSCAPING PLAN
C2
Sheet Number
T%v%'AwL