14-53-002L.L..
O
U
Z
00
L0
L�
S.W. 74TH STREET
SYMBOL LEGEND
SPRINKLER: 360' POP -UP SPRAY -- 4 FT RADIUS
1- 1/4 "0(5) x 1- 1/4 "0(5) x 3 /4 "O(TH)
- VALVE: SEE PLAN FOR SIZE AND TYPE
C POINT OF CONNECTION NEW TO EXISTING
SLEEVED U.G. PVC PIPE
II
NOTE: ALL PIPES TO BE SCHEDULE 40 U.ON.
REMOVE EXISTING ASPHALT
AND BOLLARD BASES
VERIFY IN FIELD
EXISTING CONCRETE SIDEWALK
NOTE: SEE SITE PLAN FOR PIPE AND
SPRINKLER LOCATIONS AND SIZES
TYPICAL PLANTER PLAN 1/4" = 1' -0"
NEW SOIL
m
3/4" RADIUS TYPICAL
SACK FINISH CONCRETE.
MATCH EXISTING PLANTER CURBS
.44 Z (MATCH EXIST)
u G 4 na. X11
EXISTING ASPHALT PAVING
M 4 a 48" O.C.
NOTE:
PROVIDE 1/4" EXPANSION JOINTS is
MAX. 25' -0" O.C. INTERVALS AND AT
ALL CURVES, TANGENTS, AND CORNERS.
EXTRUDED CURB DETAIL N.T.S.
N SITE PLAN 1/16" = 1' -0"
E v
�8
O
o •c0
W .�0'
M U
Lu Y
I ~(D
W
Q Lo
co
Lo
Lo
Q U
� W
� F=
Q Qco
0
o�
Wc'
N wi
z ww
Lm
Q ow
Oa
LL Q
ti
W
vFt
2 x O 0
co m LL
Q U
U,
QL0
o=
Q00
0. w
N
4
Oil
I=0
NF
N
aoW
x
0
OWZ
ZFZ
�a3
W0
11 -Ir
1-0
NLL
o w
all 0
(� Q
io N
DATE
DECEMBER 22, 2013
SKEET
L 1.0
�,rtia� r
EXISTING ASPHALT PARKING
'
EXISTING CONT. CONC. CURB
RE IOVE EXISTING CURBS AT ENDS OF
PLANTERS TYP. WHERE INDICATED ON PLAN
NEW CONC. CURB TO MATCH EXISTM L
SEE DETAIL THIS SHEET.
PROVIDE NEW SHRUBS TO MATCH EXISTING:
YOPON HOLLY ("ILEX VOMITORIA ")
Y
I
r-�
l
I0I
REMOVE EXISTING ASPHALT
AND BOLLARD BASES
VERIFY IN FIELD
EXISTING CONCRETE SIDEWALK
NOTE: SEE SITE PLAN FOR PIPE AND
SPRINKLER LOCATIONS AND SIZES
TYPICAL PLANTER PLAN 1/4" = 1' -0"
NEW SOIL
m
3/4" RADIUS TYPICAL
SACK FINISH CONCRETE.
MATCH EXISTING PLANTER CURBS
.44 Z (MATCH EXIST)
u G 4 na. X11
EXISTING ASPHALT PAVING
M 4 a 48" O.C.
NOTE:
PROVIDE 1/4" EXPANSION JOINTS is
MAX. 25' -0" O.C. INTERVALS AND AT
ALL CURVES, TANGENTS, AND CORNERS.
EXTRUDED CURB DETAIL N.T.S.
N SITE PLAN 1/16" = 1' -0"
E v
�8
O
o •c0
W .�0'
M U
Lu Y
I ~(D
W
Q Lo
co
Lo
Lo
Q U
� W
� F=
Q Qco
0
o�
Wc'
N wi
z ww
Lm
Q ow
Oa
LL Q
ti
W
vFt
2 x O 0
co m LL
Q U
U,
QL0
o=
Q00
0. w
N
4
Oil
I=0
NF
N
aoW
x
0
OWZ
ZFZ
�a3
W0
11 -Ir
1-0
NLL
o w
all 0
(� Q
io N
DATE
DECEMBER 22, 2013
SKEET
L 1.0
�,rtia� r