HomeMy WebLinkAboutSITE LAYOUT - 25-00917 & 25-00918 - Open Range 4 plexes12
'
'
W
12
'
'
W
12
'
'
W
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
12
'
'
S
S
)
S
D
SD
SD
SD
SD
SD
SD
SD
SD
BLOCK 3
BLOCK 4
BLOCK 5
SD
SD
SD
SD
SD
34
'
34
'
34
'
34
'
N89° 38' 09"E 756.42'
52.5'
75'
S
D
EO EO EO EO EO EO
EO EO EO EO EO EO
EO EO EO EO EO EO
EO EO EO EO EO
EO EO EO EO EO
R30
'
41'-2"
60'
N89°49'29"E 676.90'
S0
0
°
2
2
'
0
4
"
E
2
4
0
.
6
9
'
12
'
'
W
12
'
'
W
12
'
'
W
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
12
'
'
S
S
)
S
D
SD
SD
SD
SD
SD
SD
SD
SD
BLOCK 3
BLOCK 4
BLOCK 5
SD
SD
SD
SD
SD
34
'
34
'
34
'
34
'
N89° 38' 09"E 756.42'
52.5'
75'
S
D
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
8'
'
W
8'
'
W
8''SS )8''SS )8''SS )8''SS )
8''W 8''W 8''W 8''W 8''W
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W 8''W 8''W 8''W
8'
'
W
8'
'
W
8''W 8''W 8''W 8''W
8'
'
W
8'
'
W
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
8''SS )8''SS )8''SS )8''SS )
8'
'
S
S
)
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
15
13
13
12
6
15
20' REAR YARD SETBACK
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
7
7
7
5
30
29
7
8''SS )8''SS )8''SS )8''SS )
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
8'
'
S
S
)
(
8
'
'
S
S
( 8''SS ( 8''SS
8''W 8''W
( 8''SS ( 8''SS
8''W 8''W
W
W
WW
W
W
W
W
W WWW W
W
W
W
W
WW
W W
W
W
W
W
W
WW W
W
W W
W
W
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
8''W 8''W 8''W 8''W 8''W
8''SS )8''SS )8''SS )8''SS )
W
W
W
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'A'
10
4-PLEX
TYPE 'A'
11
4-PLEX
TYPE 'A'
12
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'A'
20
4-PLEX
TYPE 'A'
19
4-PLEX
TYPE 'A'
18
4-PLEX
TYPE 'A'
17
4-PLEX
TYPE 'A'
16
4-PLEX
TYPE 'A'
15
4-PLEX
TYPE 'B'
33
4-PLEX
TYPE 'B'
34
4-PLEX
TYPE 'B'
35
4-PLEX
TYPE 'B'
36
4-PLEX
TYPE 'B'
37
4-PLEX
TYPE 'B'
38
4-PLEX
TYPE 'B'
39
4-PLEX
TYPE 'B'
40
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
TOWNHOUSE
TYPE 'C'
2
TOWNHOUSE
TYPE 'C'
1
TOWNHOUSE
TYPE 'C'
25
TOWNHOUSE
TYPE 'C'
26
TOWNHOUSE
TYPE 'C'
27
TOWNHOUSE
TYPE 'C'
28
TOWNHOUSE
TYPE 'C'
29
TOWNHOUSE
TYPE 'C'
30
TOWNHOUSE
TYPE 'C'
34
TOWNHOUSE
TYPE 'C'
32
TOWNHOUSE
TYPE 'C'
19
TOWNHOUSE
TYPE 'C'
18
TOWNHOUSE
TYPE 'C'
17
TOWNHOUSE
TYPE 'C'
20
TOWNHOUSE
TYPE 'C'
21
TOWNHOUSE
TYPE 'C'
22
TOWNHOUSE
TYPE 'C'
23
TOWNHOUSE
TYPE 'C'
24
TOWNHOUSE
TYPE 'C'
9
TOWNHOUSE
TYPE 'C'
10
TOWNHOUSE
TYPE 'C'
11
TOWNHOUSE
TYPE 'C'
12
TOWNHOUSE
TYPE 'C'
13
TOWNHOUSE
TYPE 'C'
14
TOWNHOUSE
TYPE 'C'
15
TOWNHOUSE
TYPE 'C'
16
B
U
I
L
D
I
N
G
1
B U I L D I N G 2 B U I L D I N G 3
B U I L D I N G 4 B U I L D I N G 5
B U I L D I N G 6 B U I L D I N G 7
B
U
I
L
D
I
N
G
8
B
U
I
L
D
I
N
G
9
B
U
I
L
D
I
N
G
1
0
4-PLEX
TYPE 'A'
14
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
W W W W W W W W
8'
'
W
12''SD )12''SD )
8'
'
W
8'
'
W
8'
'
W
8'
'
S
S
)
8'
'
S
S
)
W
W
W
WW
8''W
W
W
W
W
40
'
R
O
A
D
TBC: 4853.24
TBC: 4852.22
TBC: 4852.56TBC: 4853.00
TBC: 4852.86
TBC: 4852.56
TBC: 4852.86
TBC: 4853.24
1 21
6
2
3 4 5
4853
4
8
5
3
4854
485
3
4853
4853
48
5
2
4853
4853
4853
4854
4854
4853
4853
4853
4854
48
5
3
48
5
3
48
5
4
48
5
4
48
5
3
4853
4852
4852
4854
4854
4854
48
5
6
4
8
5
7
4854
4854
4854
4853
4853
4
8
5
3
4
8
5
3
4854
TBC: 4852.86
TBC: 4852.55
TBC: 4852.56
TBC: 4852.88
TBC: 4855.75
TBC: 4855.74
TBC: 4854.93
TBC: 4854.24
TBC: 4854.72
TBC: 4854.00
TBC: 4853.24
TBC: 4854.12
TBC: 4853.68
TBC: 4852.98
TBC: 4853.38
TBC: 4853.68
TBC: 4853.06
TBC: 4854.12
TBC: 4854.20
TBC: 4854.68
TBC: 4854.24
TBC: 4854.54
TBC: 4854.00
TBC: 4854.09
TBC: 4854.00
TBC: 4852.86
TBC: 4852.87
TBC: 4853.06
4851
50
'
51
.
2
'
50
'
25
'
75
'
RO
W
17
.
0
7
'
48
.
7
9
'
75
'
RO
W
SD
SD
SD
SD
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
W E
S
N
060'60'30'
SCALE: 1" = 60'
3 C-
1
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
Fi
l
e
L
o
c
a
t
i
o
n
:
\\
1
9
2
.
1
6
8
.
1
.
5
0
\
e
a
g
l
e
r
o
c
k
e
n
g
i
n
e
e
r
i
n
g
\
p
r
o
j
e
c
t
s
\
2
0
2
1
\
2
1
0
2
5
t
r
a
p
p
e
r
s
l
a
n
d
i
n
g
-
r
m
o
u
n
t
a
i
n
p
u
d
p
l
a
t
\
3
.
0
d
e
s
i
g
n
\
3
.
1
c
a
d
\
3
.
1
3
f
i
n
a
l
\
2
1
0
2
5
t
r
a
p
c
1
o
v
e
r
a
l
l
s
i
g
h
t
pl
a
n
.
d
w
g
Pl
o
t
t
e
d
B
y
:
ma
t
t
h
e
w
p
a
t
z
e
r
Da
t
e
P
l
o
t
t
e
d
:
Th
u
r
s
d
a
y
,
A
u
g
u
s
t
1
0
2
0
2
3
a
t
1
1
:
3
4
A
M
AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
SU
R
V
E
Y
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
AP
P
R
O
V
E
D
B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
r
t
t
h
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
c
o
n
c
e
p
t
is
t
h
e
p
r
o
p
e
r
t
y
o
f
E
a
g
l
e
R
o
c
k
E
n
g
i
n
e
e
r
i
n
g
a
n
d
s
h
a
l
l
n
o
t
b
e
co
p
i
e
d
i
n
a
n
y
f
o
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
Ro
c
k
E
n
g
i
n
e
e
r
i
n
g
.
E
SH
E
E
T
N
O
.
SH
E
E
T
N
A
M
E
CI
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
ID
A
H
O
F
A
L
L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
E
P
A
R
E
D
F
O
R
:
JB
K
A
Y
C
O
N
S
T
R
U
C
T
I
O
N
TR
A
P
P
E
R
S
L
A
N
D
I
N
G
TE
R
R
Y
H
A
N
S
E
N
M.
P
A
T
Z
E
R
KU
R
T
J
.
R
O
L
A
N
D
21
0
2
5
16
4
1
0
8/
1
0
/
2
3
BLOCK 1
SUMMERS DRIVE
BLOCK 2
HI
D
E
O
U
T
S
T
R
E
E
T
BLOCK 5
BLOCK 4
TRAPPERS LOOP
BM #1
BM #2
NOTES:
1.INSTALL STREET NAME SIGNS AT EACH INTERSECTION.
2.SIDEWALKS MUST MEET ADA REQUIREMENTS. SEE DRAWING 712-C OF THE CITY OF REXBURG STANDARD DRAWINGS
AND SPECIFICATIONS 2016 EDITION SHEET 7.
3.REFER TO PLAN AND PROFILE SHEETS FOR MANHOLE NUMBERING AND BREAKDOWN OF CONSTRUCTION ITEMS.
4.SNOW STORAGE AREA = 53,403 SF. (36% OF ASPHALT AREA)
ASPHALT AREA = 148,849 SF
5.ALL FIRE LANE STRIPPING AND SIGNAGE TO MEET IFC 2018 APPENDIX D REQUIREMENTS.
6.SEE FINAL PLAT FOR LOT LINES FOR TOWNHOMES AND 4 BLEX BUILDINGS.
7.FIBER OPTICS CONDUIT MUST BE PLACED WITHIN 15' PUBLIC UTILITY EASEMENT ALONG PUBLIC ROADWAYS. SEE
DRAWING FOR LOCATION OF HANDHOLE LOCATIONS. FIBER AND HANDHOLES TO BE INSTALLED PER CITY OF
REXBURG BROADBAND DETAILS - SHEETS 19, 20 AND 21.
BM #1 SECTION CORNER
NORTHEAST CORNER SEC 26 -BRASS CAP
ELEV= 4856.10
N= 787178.97
E= 748164.43
BM #2 SECTION CORNER
EAST 1/4 CORNER SEC 26 -BRASS CAP
ELEV= 4854.80
N= 784538.48
E= 748181.38
PURSUANT TO COORDINATE SYSTEM WHICH COINCIDES WITH IDAHO-E-ZONE STATE PLANE
NAVD-88 CENTRAL MERIDIAN
PROJECT BENCHMARK BM#
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
BLOCK 3
SUMMERS DRIVE
P.U.D.
EX SSMH
RIM=4856.43
S INV=4840.38
N INV=4840.38
EX STORM MH
RIM=4856.43
S INV=4840.38
N INV=4840.38
EX STORM MH
RIM=4856.87
W INV=4847.27
EX STORM MH
EX SSMH
RIM=4856.98
N INV=4840.98
S INV=4840.88
E INV=4841.73
EX SSMH
RIM=4856.11
S INV=4841.61
N INV=4841.53
EX STORM MH
RIM=4856.16
S INV=4847.26
NE INV=4847.16
EX WATER LINE
EXISTING DITCH TO BE
ABANDONED AND FILLED
PER DEVELOPER
EXISTING DITCH TO BE
ABANDONED AND FILLED
PER DEVELOPER
DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO
RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT
LIMITS MEETING UTILITY DESIGN AND STANDARDS.
(PROPOSED POWER LOCATION WITHIN THE 15' EASEMENT. ROCKY
MOUNTAIN POWER TO DESIGN POLE LOCATIONS.EXISTING
ROADWAYEXISTING
ROADWAY
WALKWAY PAINT WALKWAY PAINT
SNOW STORAGESNOW STORAGE
SNOW STORAGE
SN
O
W
S
T
O
R
A
G
E
SN
O
W
S
T
O
R
A
G
E
SN
O
W
S
T
O
R
A
G
E
SNOW STORAGE
SNOW STORAGE
SNOW STORAGE
SNOW STORAGE
END CURB AND GUTTER AT
PROPERTY LINE
CONTRACTOR TO TAPER TBC
TO MEET ASPHALT GRADE
(TAPER LENGTH OF 10')
SNOW STORAGESNOW STORAGE
COMMUNICATION
VAULT TO BE
RE-LOCATED
EXISTING CURB TO BE REMOVED
AND RE-LOCATED
APPROXIMATELY 19' WEST
RETAIN AND PROTECT EXISTING CB
PHASE 2 OF DIVISION 2
PHASE 1 OF DIVISION 2
PHASE 1 OF DIVISION 1
26' ASPHALT
PHASE 1 OF DIVISION 1
26' ASPHALT
PHASE 1 OF DIVISION 1
TO BE STUBBED MIN OF 10'
FROM EDGE OF ASPHALT
STORM WATER PIPE TO BE STUBBED
OUTSIDE OF ASPHALT PHASE 1 DIVISION 1
8" WATER WITH PLUG
AND THRUST BLOCK8" SS WITH PLUG
PHASE 1 CONSTRUCTION
BOUNDARY
PHASE 1 CONSTRUCTION
BOUNDARY
PHASE 1 CONSTRUCTION
BOUNDARY
EXISTING GAS RISER TO BE
MOVED WITH POWER POLE
RETAIN AND PROTECT
EXISTING POLE
EXISTING TRAFFIC SIGNAL
BOX TO BE RE-LOCATED
CONCRETE DITCH
STRUCTURE AND
CONNECTED PIPE TO BE
REMOVED
CABLE BOX TO BE RELOCATED
SIGN TO BE RELOCATED
TELEPHONE POST TO BE
RELOCATED
TELEPHONE BOX TO BE
RELOCATED
SIGN TO BE RELOCATED
DUMPSTER AREA
WITH 4 DUMPSTER
DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO
RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT
LIMITS MEETING UTILITY DESIGN AND STANDARDS.
(PROPOSED POWER LOCATION WITHIN THE 15' EASEMENT. ROCKY
MOUNTAIN POWER TO DESIGN POLE LOCATIONS.
CONNECT TO
EXISTING POWER
POLE TO THE WEST
DUMPSTER AREA WITH 2 DUMPSTERS
(DUMPSTER ENCLOSURES TO BE BUILT TO CITY
ENGINEERING STANDARDS TYP. AT ALL LOCATIONS)
BACK-IN HAMMERHEAD
12
"
W
12
"
W
12
"
W
2" Water Service
Per Owner 7/16/24
BLOCK 3
BLOCK 4
BLOCK 5
34
'
34
'
34
'
34
'
N89° 38' 09"E 756.42'
52.5'
75'
EO EO EO EO EO EO
EO EO EO EO EO EO
EO EO EO EO EO EO
EO EO EO EO EO
EO EO EO EO EO
41'-2"
60'
N89°49'29"E 676.90'
S0
0
°
2
2
'
0
4
"
E
2
4
0
.
6
9
'
BLOCK 3
BLOCK 4
BLOCK 5
34
'
34
'
34
'
34
'
N89° 38' 09"E 756.42'
52.5'
75'
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
15
13
13
12
6
15
20' REAR YARD SETBACK
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
7
7
7
5
30
29
7
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'A'
10
4-PLEX
TYPE 'A'
11
4-PLEX
TYPE 'A'
12
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'A'
20
4-PLEX
TYPE 'A'
19
4-PLEX
TYPE 'A'
18
4-PLEX
TYPE 'A'
17
4-PLEX
TYPE 'A'
16
4-PLEX
TYPE 'A'
15
4-PLEX
TYPE 'B'
33
4-PLEX
TYPE 'B'
34
4-PLEX
TYPE 'B'
35
4-PLEX
TYPE 'B'
36
4-PLEX
TYPE 'B'
37
4-PLEX
TYPE 'B'
38
4-PLEX
TYPE 'B'
39
4-PLEX
TYPE 'B'
40
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
TOWNHOUSE
TYPE 'C'
2
TOWNHOUSE
TYPE 'C'
1
TOWNHOUSE
TYPE 'C'
25
TOWNHOUSE
TYPE 'C'
26
TOWNHOUSE
TYPE 'C'
27
TOWNHOUSE
TYPE 'C'
28
TOWNHOUSE
TYPE 'C'
29
TOWNHOUSE
TYPE 'C'
30
TOWNHOUSE
TYPE 'C'
34
TOWNHOUSE
TYPE 'C'
32
TOWNHOUSE
TYPE 'C'
19
TOWNHOUSE
TYPE 'C'
18
TOWNHOUSE
TYPE 'C'
17
TOWNHOUSE
TYPE 'C'
20
TOWNHOUSE
TYPE 'C'
21
TOWNHOUSE
TYPE 'C'
22
TOWNHOUSE
TYPE 'C'
23
TOWNHOUSE
TYPE 'C'
24
TOWNHOUSE
TYPE 'C'
9
TOWNHOUSE
TYPE 'C'
10
TOWNHOUSE
TYPE 'C'
11
TOWNHOUSE
TYPE 'C'
12
TOWNHOUSE
TYPE 'C'
13
TOWNHOUSE
TYPE 'C'
14
TOWNHOUSE
TYPE 'C'
15
TOWNHOUSE
TYPE 'C'
16
B
U
I
L
D
I
N
G
1
B U I L D I N G 2 B U I L D I N G 3
B U I L D I N G 4 B U I L D I N G 5
B U I L D I N G 6 B U I L D I N G 7
B
U
I
L
D
I
N
G
8
B
U
I
L
D
I
N
G
9
B
U
I
L
D
I
N
G
1
0
4-PLEX
TYPE 'A'
14
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
12''SD )12''SD )
26+32.3610+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
0+00
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
9+
8
0
10
+
0
0
1
1
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
TBC: 4853.24 TBC: 4852.22 TBC: 4852.56TBC: 4853.24
TBC: 4852.56
TBC: 4852.86
TBC: 4853.24
1.5
%
1.5%
1
.
5
%
AREA 5
32622 SF
AREA 26
9001 SF
AREA 15
44547 SF
AREA 16
12879 SF
AREA 13
54959 SF
AREA 8
26323 SF
AREA 3
59812 SFAREA 4
36245 SF
AREA 1
58400 SF
AREA 9
13436 SF
AREA 17
53066 SF
AREA 2
79460 SF
AREA 10
15669 SF
AREA 7
37540 SF
AREA 6
72746 SF
AREA 14
11804 SF
AREA 12
17414 SF
AREA 11
17334 SF
TBC: 4852.55
TBC: 4852.56 TBC: 4853.95
TBC: 4854.93
TBC: 4854.24
TBC: 4854.24
TBC: 4854.54
TBC: 4854.72TBC: 4854.68
TBC: 4854.20
TBC: 4854.00
TBC: 4853.06
TBC: 4853.26
TBC: 4854.12
TBC: 4853.06
TBC: 4853.38
TBC: 4853.68TBC: 4853.68
TBC: 4852.98
TBC: 4852.86
TBC: 4852.86
TBC: 4852.87
TBC: 4852.86
TBC: 4855.74
TBC: 4855.75
TBC: 4853.00TBC: 4852.73
4851 485248524852
TBC: 4852.22
TBC: 4853.65
TBC: 4853.50
TBC: 4853.50
TBC: 4853.50
TBC: 4853.50
TBC: 4853.50
TBC: 4852.80
TBC: 4852.60TBC: 4852.60
TBC: 4852.98
TBC: 4852.98
TBC: 4852.60 TBC: 4852.60
TBC: 4852.90
TBC: 4853.00
TBC: 4853.35TBC: 4853.60
TBC: 4853.30
TBC: 4853.08
TBC: 4854.00
TBC: 4853.68
TBC: 4852.08
TBC: 4853.80
TBC: 4852.58
TBC: 4853.00TBC: 4853.00TBC: 4852.40
TBC: 4854.00
TBC: 4852.70
TBC: 4852.90
TBC: 4853.00
TBC: 4853.00
TBC: 4853.83 TBC: 4854.00
TBC: 4852.00
TBC: 4852.00
TBC: 4851.90
TBC: 4851.90
TBC: 4854.00
AREA 27
812643 SF
AREA 18
119659 SF
FF: 4853.77FF: 4853.77 FF: 4853.90 FF: 4854.00FF: 4854.00
FF: 4853.02FF: 4853.02
FF: 4853.10 FF: 4853.10
FF: 4854.00 FF: 4853.90FF: 4853.90
FF
:
4
8
5
3
.
9
0
FF
:
4
8
5
3
.
9
0
FF: 4853.30 FF: 4853.40 FF: 4853.30
FF: 4853.40
FF: 4853.90
FF: 4853.40FF: 4853.30FF: 4853.40FF: 4853.30FF: 4853.40
FF: 4853.40
FF
:
4
8
5
4
.
3
6
FF
:
4
8
5
4
.
1
7
FF
:
4
8
5
4
.
1
2
FF
:
4
8
5
4
.
1
2
FG-TBC: 4857.06
TBC: 4856.70
TBC: 4856.00
TBC: 4856.20
FG-TBC: 4857.20
FG-TBC: 4857.20
FG-TBC: 4856.30
FG-TBC: 4856.22
FG-TBC: 4856.00
FG-TBC: 4857.40
AREA 27
13830 SF
W E
S
N
060'60'30'
SCALE: 1" = 60'
4 C-
2
DR
A
I
N
A
G
E
P
L
A
N
Fi
l
e
L
o
c
a
t
i
o
n
:
\\
1
9
2
.
1
6
8
.
1
.
5
0
\
e
a
g
l
e
r
o
c
k
e
n
g
i
n
e
e
r
i
n
g
\
p
r
o
j
e
c
t
s
\
2
0
2
1
\
2
1
0
2
5
t
r
a
p
p
e
r
s
l
a
n
d
i
n
g
-
r
m
o
u
n
t
a
i
n
p
u
d
p
l
a
t
\
3
.
0
d
e
s
i
g
n
\
3
.
1
c
a
d
\
3
.
1
3
f
i
n
a
l
\
2
1
0
2
5
t
r
a
p
c
2
d
r
a
i
n
a
g
e
pl
a
n
.
d
w
g
Pl
o
t
t
e
d
B
y
:
ma
t
t
h
e
w
p
a
t
z
e
r
Da
t
e
P
l
o
t
t
e
d
:
Th
u
r
s
d
a
y
,
A
u
g
u
s
t
1
0
2
0
2
3
a
t
1
1
:
3
6
A
M
AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
SU
R
V
E
Y
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
AP
P
R
O
V
E
D
B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
r
t
t
h
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
c
o
n
c
e
p
t
is
t
h
e
p
r
o
p
e
r
t
y
o
f
E
a
g
l
e
R
o
c
k
E
n
g
i
n
e
e
r
i
n
g
a
n
d
s
h
a
l
l
n
o
t
b
e
co
p
i
e
d
i
n
a
n
y
f
o
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
Ro
c
k
E
n
g
i
n
e
e
r
i
n
g
.
E
SH
E
E
T
N
O
.
SH
E
E
T
N
A
M
E
CI
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
ID
A
H
O
F
A
L
L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
E
P
A
R
E
D
F
O
R
:
JB
K
A
Y
C
O
N
S
T
R
U
C
T
I
O
N
TR
A
P
P
E
R
S
L
A
N
D
I
N
G
TE
R
R
Y
H
A
N
S
E
N
M.
P
A
T
Z
E
R
KU
R
T
J
.
R
O
L
A
N
D
21
0
2
5
16
4
1
0
8/
1
0
/
2
3
BLOCK 1
BLOCK 2
HI
D
E
O
U
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
INFILTRATION SYSTEM NOTES:
1.CONTRACTOR TO OVER EXCAVATE TO FREE DRAINING
ROCK PRIOR TO INSTALLING DRAIN ROCK FOR
INFILTRATION SYSTEMS. CONTRACTOR SHALL CONTACT
EAGLE ROCK ENGINEERING INSPECTION DEPARTMENT
DURING EXCAVATIONS TO VERIFY.
SDMH/ CB-14
SD
M
H
/
C
B
-
8
SDMH/ CB-6
SDMH/ CB-5
SDMH/ CB-14
SD
M
H
/
C
B
-
3
SDMH/ CB-2
SDMH/ CB-7
SDMH/ CB-21
CB-22
SDMH/ CB-20
SDMH/ CB-26
CB-23
CB-24
CB-25
SDMH/ CB-12
SDMH/ CB-11
SDMH/ CB-9
SDMH/ CB-10
SDMH/
CB-13
SDMH/ CB-16
SD
M
H
/
C
B
-
1
5
SDMH/ CB-17A
SDMH/ CB-17
SDMH/ CB-1
SD
M
H
/
C
B
-
2
8