HomeMy WebLinkAboutZ-8149 Map 2RELOCATED WON
ex WON
EX FOWERPOLE
AND OUT WIRE
NEW CONCRETE WALK
EXISTING TREE
TO REMAIN (TYP.)
JI
IAq
........ F..
REAR YARD 25'
TOTAL 25' REAR YARD - 9,226 Sq ft
POOLHOUSE AND POOL • 1,624 Sq ft ,
POOLHOOSE AND POOL COVER "S T%
OF REAR YARD FIRST 25'
m
m
/N
<� N
N
2 GAR
6ARA6E
E"vR,6E' II I Roob oM1,se
44'-0'
CONCRETEPAD
EX.POWERPOLE
4' WIDE V TALL ADM PRIVACY GATE
SEE 6' PRIVACY PENCE DETAIL SHEET D2
PLAY AREA
PEROOLA('I'YP)
SEE DETAL DHEET D2
51'-1"
1
SPRUCE STREET
PROPOSED S' x S' STONE
COWMN, SEE DETAIL
SHEET D2
EX. SIDEWALK _
.-
b
a
A/O
RESIDENCE
d•
w•
w•
IwL
�• I
N
• POINT OF DlbINNING
0
PROPoSP.D STONE HOT
?UB W?RE-CAST OAP
PROPOSED BLASE
BLOCK WATERFALL —�
1 SEGTIION: 5WIMMIN6 POOL
jJ i 111 I /4' - 1'-O"
FAT vs/STONE STONE SLUPPEI! SET INTO RA15E17 STONE
PROPOSED UPPER PATIO PLANTER WALL (TYP)
PROPOSED STONE MAISPD STONE PLANTER
//((''-- COLUMN AND OAP
B"PRE-CAST CAP(TriJ
FACE TIO'06CD SIDES
-OP PATIO W/STON! 22; FCC
6'TILH (TY1') ° in
b ^+
a m
STGPB(1a6°RBE 12'TRenv)
2 SEGTIION: 9PAI MMIN6 POOL
D 1 SCALE, 1/4°. 1'-O°
REFERENCE
WINE 5
. .
C n
V
O
L
m
mFF_
r
STONE STEPS
(6'RISE, 12'TREAD)
d 5 6
-- --
9TONE-9
PATIO 5-O R
-
ASHLARPATTERN. • -3'
'.
12'BULLNO5EFRE-CAST
4'-O" R
•
COPINI
- - - - _ 4' wnreR
3
PROPOSED 4' x W STONE COLUMNS.
Dee DETAIL SHEET D2
PACE D8E2E9 OF
PATIO A/STOW/STONG
��- PROPOSED 6' PRIVACY PENCE
SEE DETAIL SHEET D2
RAISED STONE PLANTER WITH 12' WIDE
BULLNOBE PRE -LAST CAP, SEE DETAIL
SHEETD2
STONE SCUPPER SET INTO RAISED STONE
PLANTER WALL (TYP.) SEE DETAIL SHEET D2
Seal
WW
uA W
a z
Dma mgType
DIMENSION
PLAN
Project NO.
NOTES:
1. VERIFY DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION,
ACTUAL DIMENSIONS OR ANGLE5 MAY VARY ON SITE. NOTIFY LAND50APE Daw
ARCHITECT IF ANY DISGREPE NOIE5 ODOUR IN THE PELD.
2, CONTRACTOR 5HALL REVIEW DRAINAGE IN ALL AREAS OF CONSTRUCTION Revisiove
AND BE RESPONSIBLE TO INSURE ALL INAT€R IS DIRECTED AWAY FROM
BUILDINGS, DOORWAYS, PAVED AREAS, PLANTER E96E5.
5. CONTRACTOR 15 RESPONSIBLE FOR ANY PERMITS AND/OR UNDER5TANDIN6
AND COMFILIANCE TO ANY LOCAL OR STATE CODES APPLICABLE TO THE PROJECT,
EXCEEDS MAXIMUM
TMUSF 5,0% INAMINIMUM SLOPE OF0.5%AND MOST NOT
EXCEED A MAXIMUM SLOPE OF S.O%.
5. ALL CONCRETE SHALL BE 5000 PSI ! 26 DAYS. MIRk7"
6. MAXIMUM CK055 SLOPE ALLOWABLE ON ALL 51DEWALK515 2%.
T. CONTRACTOR TO SUPPLY ORANGE OO NSTRUCTION FENCING FOR WORK
LIMITS TO ALLOW FOR PEDESTRIAN GRLULATION.
6. NOTIFY ELECTRICAL CONTRACTOR PRIOR TO POURING ALL CONCRETE WALK5.
ilk
F. EXPANSION JOINTS AT 20-O 0C.ON ALL CONCRETE NALK5, R�l✓A
10. ALL STONE TO BE APPROVED BY OWNER PRIOR TO IN9TALLATON.
L A N p O 6 A P!
A K O .IT
E a TO
O 4 e 16 RO'$ERTS#
AILLIAM5
A550GIATES
soi wwLVEM1s.r+Sore<so
KnR �ee�+
NORTH 5GALE IN FEET
DIMEN510N PLAN SHEET DZ