HomeMy WebLinkAboutSITE PLAN 2 - 17-00118 - 555 W Mikan Dr - Eden Apartments Site Plan�t
10+00 9+00 8.00
/////�GO
\\
1�1Y . 1 • .�1�1�1 A1�.�.�1 I .�. 1 ...�j
qAY/JA>GJI)ISIHJ�IAG\RA/.R4n \.�,\A'.
BE
USE Z
:121 :8 8L
HALF ROM TO BE CONSTRUCTED WHERE SHOW
mo•
iY7i�O��i�✓iriirii�ai>ianvi>i�nvia<.c�<.awr vanvssze
e Or ACOREGAIE EASE
AND UP SIDES
18 TYPICAL'0A1 GROSS—SECTION
FOR 5TH WEST -POR CITY ENGINEER
1+00 6+00
Hot mp and 'IN'
pa ev ca
5+00 4+00
F+BID
$ &m&r. f &
+ 4856.5
RICH
SIDEWKK
8
FRIICIL RAC
h CARER
12' GRANULAR BORROW
4`
8
k
R
SIDEWALK
HIGH
VERRCAL RAC
1 6, GUTTER
12• G—L- SORROW +
4. 8
-1.23
-
tD1uL <n
C
5
Nmor
b wal wlm hanarell
nach W acmes w/
�4r mbar ®12'c.c.
5T
ti
Z U
Q W
0
0 25 50 100
F
0-
J
�t
10+00 9+00 8.00
/////�GO
\\
1�1Y . 1 • .�1�1�1 A1�.�.�1 I .�. 1 ...�j
qAY/JA>GJI)ISIHJ�IAG\RA/.R4n \.�,\A'.
BE
USE Z
:121 :8 8L
HALF ROM TO BE CONSTRUCTED WHERE SHOW
mo•
iY7i�O��i�✓iriirii�ai>ianvi>i�nvia<.c�<.awr vanvssze
e Or ACOREGAIE EASE
AND UP SIDES
18 TYPICAL'0A1 GROSS—SECTION
FOR 5TH WEST -POR CITY ENGINEER
1+00 6+00
Hot mp and 'IN'
pa ev ca
5+00 4+00
F+BID
$ &m&r. f &
+ 4856.5
RICH
SIDEWKK
8
FRIICIL RAC
h CARER
12' GRANULAR BORROW
4`
8
k
R
SIDEWALK
HIGH
VERRCAL RAC
1 6, GUTTER
12• G—L- SORROW +
4. 8
-1.23
a ce
FI
err
EDEN APARTMENTS
S 5TH WEST/ MIKAN CONSTRUCTION
-
tD1uL <n
C
5
4851.5
b wal wlm hanarell
nach W acmes w/
�4r mbar ®12'c.c.
5T
ti
Z U
Q W
0
0 25 50 100
0-
J
SCw1E: 1'~ 5~1AN SO)
.g� —2
(1!
`Bs
_
N
1'=t0•_vERnCP1
.Y '/<OF 1aN
wM1
4 0
ap sea bauam
4-
4858.6
i
UA CXELR
w/ 2' o er
�
C
0N C
r
4858.)
10
ee .alae
LEGENDr
C d
a
PAMM
00 K
PflOPER1Y BOONOPAY
y3
O E
L`a
O
4860.5
— E Y9M EXSPNG PVC SANITARY
SEWER UNE AS N070
n
r 'C '!,
v/
♦ l
PROPOSED PVC MR35 SANITARY
E eys xWu� MEWOR UNE AS MORO
^j
r Q
U
0+0
°_ PROPOSED 6' PVC MR 35 SEWER
Q
LATERAL (S-I.a% min)
.0
4861or
O
ILL
EwentA5 4HOWN AIER LINE -SIZE
o
PROPOSED 8' PVC C-900 DR25
�e
4881.6
WATER LINE
5'
I I
PROPOSED 8' PVC C-900 DR25
II
w— WATER LATERAL W/ VALVES AS
1
SHOW IN DETAIL
eJa
1
4862.4
I I
NEW ASPHALT
la
S
I l I
Ir I I
'- PROPOSED CONCRETE
r
I
DIETING CONCRETE
4862.2
J II
1
TI
I I I
W NEW STORM UNE/CB
\J
__
lT3
N1
{
NOTES:
1. LITHIUM SHALL BE USED IN AL CONCRETE LOCATED WIHIIN
W o C
a
u
it
1
4864.1
°ice o V
g
I I
pjl
2. CU55 50 DUCT US IRON PIPE REQUIRED IN ALL CITY
RICHT-OF-WAYS. PIPE WILL CMGE TO PJC C-900 AFTER
CROSSING THE R -O -W.
h
(Y� w
av
p
3. FOOT BRIDGE: 8' THICK CONCRETE SLAB
E@E@E@ w
W/ °8 RERAN ® 12' C.C. (PLACE 3• FROM BOTTOM OF STAB)
4868.6
/
\
3
/
Em..�
4814.1
IID.
E,
a ce
FI
err
EDEN APARTMENTS
S 5TH WEST/ MIKAN CONSTRUCTION
a'
far T
Sae wM fi ROPo reaa F
P �• R• user m.l.r Lo
CQ
WATER SERNCE DETAL cea
t Yhlak r2' hl9h
curb wall
Vth haedral
eve 41an..I, place- 0
Iled mesh eew to old Z
FU
J Z
z
zcf ==N
0L W
U(W
z�
/ 1 thlak x2 h 9M1
-
tD1uL <n
C
5
4860
b wal wlm hanarell
nach W acmes w/
�4r mbar ®12'c.c.
5T
ti
Z U
Q W
0
0 25 50 100
0-
J
SCw1E: 1'~ 5~1AN SO)
.g� —2
(1!
_
N
1'=t0•_vERnCP1
.Y '/<OF 1aN
wM1
4 0
ap sea bauam
4-
4850
SCALE: 1'=100'(11x1] PIAN SET)
UA CXELR
w/ 2' o er
r
/4 O ,B' a.c.
0N C
r
/5 A B. c.c. a alae ved.over
10
ee .alae
LEGENDr
C d
a
PAMM
00 K
PflOPER1Y BOONOPAY
�5 baa to
O E
L`a
O
Toleh 9mde
1 canal
— E Y9M EXSPNG PVC SANITARY
SEWER UNE AS N070
n
r 'C '!,
v/
♦ l
PROPOSED PVC MR35 SANITARY
E eys xWu� MEWOR UNE AS MORO
^j
r Q
U
0+0
°_ PROPOSED 6' PVC MR 35 SEWER
Q
LATERAL (S-I.a% min)
/ 3' cover
CULVERT CROSS SECTION A—A
O
ILL
EwentA5 4HOWN AIER LINE -SIZE
I I I
PROPOSED 8' PVC C-900 DR25
N
a `v
WATER LINE
w
I I
PROPOSED 8' PVC C-900 DR25
II
w— WATER LATERAL W/ VALVES AS
I I
SHOW IN DETAIL
eJa
1
I I
NEW ASPHALT
la
EXISTING ASPHALT
I l I
Ir I I
'- PROPOSED CONCRETE
I I I
DIETING CONCRETE
'a
J II
1
TI
I I I
W NEW STORM UNE/CB
\J
{
NOTES:
1. LITHIUM SHALL BE USED IN AL CONCRETE LOCATED WIHIIN
W o C
it
1
CITY RIGHT-OF-WAYS
°ice o V
g
I I
pjl
2. CU55 50 DUCT US IRON PIPE REQUIRED IN ALL CITY
RICHT-OF-WAYS. PIPE WILL CMGE TO PJC C-900 AFTER
CROSSING THE R -O -W.
h
(Y� w
av
p
3. FOOT BRIDGE: 8' THICK CONCRETE SLAB
E@E@E@ w
W/ °8 RERAN ® 12' C.C. (PLACE 3• FROM BOTTOM OF STAB)
/
AND AILS ON BOTH
4 ® 12' C.C. TRANSVERSE AND GUARD R
3
/
SIDES.
IID.
E,
F� Ib Nn TnWe L, wm
f i
^Y
/ I
WArex WAN °•ove
W
A II
P
a'
far T
Sae wM fi ROPo reaa F
P �• R• user m.l.r Lo
CQ
WATER SERNCE DETAL cea
t Yhlak r2' hl9h
curb wall
Vth haedral
eve 41an..I, place- 0
Iled mesh eew to old Z
FU
J Z
z
zcf ==N
0L W
U(W
z�
/ 1 thlak x2 h 9M1
-
LLI Z
5
/
b wal wlm hanarell
nach W acmes w/
�4r mbar ®12'c.c.
LH i1'EST CU VERT DETAIL
SCALE: 1'=20' (24%36 PLAN SET)
Z U
Q W
0
J
/
J
Q
wM1
4 0
ap sea bauam
taP oaa a,am
10'
w/ 2' o er
r
/4 O ,B' a.c.
/5 A B. c.c. a alae ved.over
10
ee .alae
$ x/ J' cover
10•
�5 baa to
5
Toleh 9mde
1 canal
SHEET
wo
mmcn II la.
9
12•.20' foo5e,
N/ 2-0Ian9X'
OF
/ 3' cover
CULVERT CROSS SECTION A—A
20 8RSI