10-1140-003CONCRETE TO BE
MATCH EXIST. COI
AND SLAB COLOR
< i Yy/ \ 1
/ i \ /
V ✓ y
y.
Y /
pYp- ✓ ✓ .�GF�'i:.
v
a .y
2.5 5 7.5
n
F
/ <J 4 Q
as °
Z3 4
/ v
/ o a
a v
n
J_ 9
4
-- ° 4,1 d 4 R/W
O
a
I
u ESTORE AREA INCLUDING EXIST.
R W
I
r
,
. a
- -.. _ -- -- -- - _ -- - -_ - — -- _ ___ ___. -- -- -_ -- _ -- _ -- -- _ ._ •_._.- _ -- ___ .__ __ _. -_. __ _.. __ — ._ _ __ � __ __ __ _ -- -- __ -_ _.._ _._ -- _ _BAI�D._AND. -_ ASPMALT__AS ____ _._ _._
- REQUIRED- RESET EXIST.
I
CORD /AND CONNECT (2) -12 PIPES -\INTO a BOLLARDS AS REQUIRED
lS EXIST. SLAB COVEREDrJRENCH
SEAL PIPE CONNECTION W/ / MILL 2.0' STRIP OF PAVEMENT, STABILIZE
NON \ — SHRINK GROUT
/ 1
EXIST, BASE AND CON T. ±24LF PARABOLIC
1- -- �= - -- - — — - ASPHALT SPED BUMP 2.0' WIDE BY 4" HIGH
AT CENTER STAIN TO MATCH EXISTING
I
r( ( J )
r_
- - -- -- - - -- - - -- -- _ - - - - - 4 E -- -_ - -- - -- W- - - - - - - - -- - - - -- -- - - -- - - - -- - _ - -- -- - -- - -- - - -- - - - -- -- - _.
AID COLORED CONCRETE -
x \,
. u,
CONST. ±24LF TRENCH DRAIN EXIST. SLAB -
9W �F M1d1
CONST. (2)7LF OF 12"
i
ZURN MODEL 2874 -12 PERMA TRENCH COVERED
I
HDPE STORM SEWER \ (OR APPROVED EQUAL) GRATE EL. = 10x,30„ TRENCH
INVERT EL, 5.00 / - INSTALL---,2-8 BOTTOM OUTLET AND 12 X8
v
W REDUQ _NG ELBOW AND CONNECT TO 12
�,fl h•� rFr 5 `' �.r
z
H D .j , SC HAR G E PIPES TO S.C.T.
-- ------- - - - - -.
I
- -_ I � � `\ xe,:av ;9 °'; €.{ C v'. r ',>r ; ' �' J •, ;u a + : h ' � :.4' 7u z \ r-
r,
dd
/
„
1v 7r
' /
, � r
a
x
'T
m
U —_
k M1 —
i, r p
t 3 si –
F„
, �_ - rr 2 x" ' m a S " r ai . s `, a v v, r N d' I Y,p•'M , ., 1 a P) . 4 y n ' R.
f
} f
A a4 ,
N
"
n r,'
1 J V V
W, V.
_ RESTORE 50SY OF ASPHALT PAVEMENT.
1 67 MILL AND REGRADE TO DRAIN TOWARDS TRENCH
I
11 0 SAWCUT AND MATCH 16
«: EXIST. ELEVATION MONUMENT LINE
-----------
S.W. 72ND STREET (SUNSET DR.) CENTER LINE
PROPOSED IMPROVEMENTS SITEPLAN
-
l U) i T
.7�
12" Throat l 17" Overall Width
lab
tines
.7�
3.3�
.7,
W LJVI I%im %J %J IL_L_i .,.j
TO 12 "X8" ELBOWS
NOTES:
1. CHANNELS ARE MODULAR 801 X 17 "W AND CONSTUCTED OF HDPE
2. CONCTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL
3. CONCRETE USED TO BE 300OPSI AT 28 DAYS
4. GRATE SHALL BE H -20 LOAD RATED AND ADA COMPLIANT
DETAIL FOR ZURN 2874 -12 HDPE PERMA TRENCH
N.T.S.
-3.3!
EXIST. COLORED
CONC. BAND
45.0'
PARABOLIC S —III ASPHALT
SPEED BUMP STAINED
TO MATCH EXIST. CONC. COLOR
SAWCUT AND
MATCH EXIST. ASPHALT
PAVEMENT
COMPACT AND STABILIZE
EXIST. BASE
c, -r.v
DETAIL FOR ASPHALTIC SPEED -RUMP
N.T.S.
U V U UJUu
JuU V J U V
V V V V V Vr+
V U U V U V V
V V
V V V
V JV
VU J
JUU JUU .� V
I U
VVV-`
W
(/����
juou uuuu Juu
J
V V V
v T
uV
W
v vvuvv u vvv
vvu u � � 1�
y �{ 1W
L
(—
W
r Lo
Cv) C'7
�o
Z C6
Z
0 J_0L`_
. U o
LL
F. ALONSO
u^` 05
drawn
0) 00
T
checked
A. CANAL
�
Lo
i�0 e
W
LO
C) 0
date
-
MAY 2010
drawing
T
o 0
3
IL
Q
Z
KNOW WHAT'S BELOW
ALWAYS CALL 811
o
BEFORE YOU DIG
It's fast. It's free. It's the law,
www.calisunshine.com
W
u
C
■■
Lu
w
Ln
wo
I—
W
Z
W
Ld
W
D
W
Z
W
w
�o
W
Z
O
designed
F. ALONSO
drawn
F. ALONSO
checked
A. CANAL
�
C)
W
AS SHOWN
date
-
MAY 2010
drawing
3
Q
Z
0
Z::)
ILL
�
D
Q
0
Z
W
IL
a _
W
W Lo w"1
• (!)
rim; • •
W
Ld
LLJ
w
�o
designed
F. ALONSO
drawn
F. ALONSO
checked
A. CANAL
project no
551021.00
scale
AS SHOWN
date
-
MAY 2010
drawing
3
m
ILL
¢
117
rim; • •
W
Ld
LLJ
w
�o
designed
F. ALONSO
drawn
F. ALONSO
checked
A. CANAL
project no
551021.00
scale
AS SHOWN
date
-
MAY 2010
drawing
3
rim; • •