HomeMy WebLinkAboutSITE PLANS - 16-00575 - 117 S 2nd E - Mattson Apartments (Abri) - Civil SiteE 1ST S
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MATTSON APARTMENTS
Rexburg, Idaho
PROJECT NO. 16116
CIVIL SITEWORK FOR:
BEING PART OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF
SECTION 29, TOWNSHIP 6 NORTH, RANGE 40 EAST OF
THE BOISE MERIDIAN, MADISON COUNTY, IDAHO
VICINITY MAP
1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN
SUPPLEMENT THE CITY OF REXBURG STANDARDS.
2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED
AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.
3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO
THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES,
SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN,
SHALL BE REPAIRED AT CONTRACTORS EXPENSE.
6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION
OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXISTING UTILITIES
WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY
BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL
MEASURES.
9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.
10.SITE ADDRESS: 129 S 2nd EAST AND 204 & 216 E 1st SOUTH - REXBURG, IDAHO
APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
CITY OF REXBURG FIRE DEPARTMENT
APPROVED BY:
CENTURY LINK
APPROVED BY:
INTERMOUNTAIN GAS
1.WATER SERVICE IN PROJECT WILL BE PVC.
2.CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT
INCLUDING THE WATER METER.
3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2008 ISPWC DETAIL SD-403. PROVIDE
TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO
PHASED DEVELOPMENT.
4.COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.
5.WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD-407.
6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.
7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9.
8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE
STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION
TOLERANCES.
9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC....
10. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).
1.. ALL STORM SEWER PIPING IS TO BE ADS N 12 HDPE S65 RIBBED PIPE.
2. ALL SEWER SERVICES ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE.
3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS.
4. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4.
5. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2008 STANDARD DRAWINGS SD-501.
6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD-301 & SD-302.
7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD-511,
SD-511A, AND SD-512.
WATER NOTES:
SEWER NOTES:
1. ALL WORK TO BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER REQUIREMENTS.
2. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH POWER COMPANY FOR INSTALLATION OF CONDUITS AND
POWER FOR THIS PROJECT
ELECTRICAL NOTES:
1. LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE.
LANDSCAPE/GREEN SPACE/ SNOW STORAGE
CITY OF REXBURG
ENGINEERING DEPARTMENT JOHN MILLAR (208) 359-3020
DEQ (208) 528-2650
DIGLINE (CALL BEFORE YOU DIG)(800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER McKAY ANDERSEN (208) 757-7625
PROJECT MANAGER KURT ROLAND (208) 757-7625
COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS
C-1 EXISTING SITE CONDITIONS/DEMOLITION PLAN
C-2 OVERALL UTILITY SITE PLAN
C-3 OVERALL GRADING PLAN
SWPP STORM WATER POLLUTION AND PREVENTION PLAN
D-1 DETAIL SHEET
D-2 DETAIL SHEET
EL.ELEVATION
FF FINISHED FLOOR
INV INVERT
O.C.ON CENTER
REQ'D REQUIRED
STD STANDARD
TEMP TEMPORARY
TYP TYPICAL
TBC TOP BACK OF CURB
DWG DRAWING
FL FLOW LINE OF CURB
X-TBC EXISTING TOP BACK OF CURB
X EXISTING
BTM BOTTOM
FO FINISHED OIL GRADE
EO EDGE OF OIL
MH MANHOLE
SSMH SANITARY SEWER MANHOLE
CB CATCH BASIN
FW FRONT OF SIDEWALK
BW BACK OF SIDEWALK
GB GRADE BREAK
TOW TOP OF WALL
ABBREVIATIONS
PROJECT CONTACTS
INDEX
AG
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AN
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V
A
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D
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Z
E
GENERAL NOTES
PROJECT
LOCATION
P
R
E
L
I
M
I
N
A
R
Y
13
2
9
3
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
4885
4890
4895
4900
490
5
4886
4887
4888
4889
4891
489
2
489
3
4894
4896
4897
4898
4899
490149024903
490
4
4906
4907
4897.85
TEST HOLE DWN 5.0
4899.89
TEST HOLE DWN 4.0
4901.12
TEST HOLE DWN 3.54900.69
TEST HOLE DWN 5.5
4898.51
TEST HOLE DWN 6.0
4896.10
TEST HOLE DWN 4.0
4893.82
TEST HOLE DWN 4.0
4892.07
TEST HOLE DWN 4.5
4891.98
TEST HOLE DWN 5.0
4894.07
TEST HOLE DWN 5.0
4895.86
TEST HOLE DWN 3.0
4890.81
TEST HOLE DWN 4.0
4892.78
TEST HOLE DWN 2.5
4895.08
TEST HOLE DWN 5.0
4897.43
TEST HOLE DWN 4.0
4899.54
TEST HOLE DWN 2.0
4898.97
TEST HOLE DWN 2.5
4896.43
TEST HOLE DWN 3.0
4894.09
TEST HOLE DWN 2.0
4892.64
TEST HOLE DWN 4.0
4890.12
TEST HOLE DWN 2.5
4887.56
TEST HOLE DWN 2.5
4889.32
TEST HOLE DWN 6.0
4892.84
TEST HOLE DWN 3.0
4894.08
TEST HOLE DWN 2.0
4895.12
TEST HOLE DWN 2.5
4898.01
TEST HOLE DWN 4.0
4895.34
TEST HOLE DWN 5.0
4893.90
TEST HOLE DWN 3.5
4892.61
TEST HOLE DWN 4.0
4891.60
TEST HOLE DWN 5.0
4889.25
TEST HOLE DWN 3.0
4887.77
TEST HOLE DWN 3.0
4887.84
TEST HOLE DWN 3.0
4890.62
TEST HOLE DWN 4.0
4892.81
TEST HOLE DWN 4.5
4893.80
TEST HOLE DWN 3.0
4896.68
TEST HOLE DWN 4.5
EXISTING SSMH
RIM:4891.59
INV:4886.34
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SSW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
96.31
91.49
90.36
X-TBC
90.33
X-TBC
83.90
86.70
86.36
X-TBC
X-TBC
X-TBC
X-TBC
X-TBC
EXISTING SSMH
RIM:4882.72
INV:4875.32
EXISTING SDMH
RIM:4881.52
INV:4876.97
EXISTING SSMH
RIM:4898.96
INV:4893.11
EXISTING SDMH
RIM:4898.38
INV:4893.63
EXISTING SDMH
RIM:4884.06
INV:4879.41
X-CB
INV=80.22
X-CB
INV=81.14
RETAIN AND
PROTECT
EXISTING BLDG
RETAIN AND
PROTECT
EXISTING BLDG
EXISTING
UTILITY MH
EXISTING CAP
EXISTING SSMH
RIM:4893.60
INV:4886.60
N89° 45' 28"E 310.75'
N0
°
1
4
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3
2
"
W
1
3
2
.
0
0
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S89° 45' 28"W 5.75'
S0
°
1
4
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3
2
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E
2
4
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.
5
0
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N89° 45' 25"E 305.00'
N0
°
1
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3
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15'30'030'
SCALE: 1" = 30.0'
E AG
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(
2
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:
KA
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M
A
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S
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E 1ST SOUTH
2n
d
E
A
S
T
HA
R
V
A
R
D
A
V
E
( 12" SD PROPOSED STORM DRAIN MAIN
REMOVE FENCE
REMOVE GRAVEL PAD
REMOVE SIDEWALK
ALONG E 1st SOUTH
REMOVE
EXISITING BLDG
REMOVE
EXISITING BLDG
REMOVE POWER
POLE AND
POWERLINE
*REMOVE ALL TREES
FROM PROPERTY
*REMOVE ALL TREES
FROM PROPERTY
*REMOVE ALL TREES
FROM PROPERTY
RETAIN AND
PROTECT EXISTING
POWER POLE
SETBACK
W
SS
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
FENCE LINE
OVERHEAD POWER LINE
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
PROPOSED/EXISTING CURB AND GUTTER
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING POWER POLE
EXIST.PRO.DESCRIPTION
PROPOSED/EXISTING MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
0.75%
PROJECT BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
EXISTING WATER LINE
EXISTING SANITARY SEWER MAIN
REMOVE FENCE
REMOVE FENCE
REMOVE SIDEWALK
ALONG 2nd EAST
P
R
E
L
I
M
I
N
A
R
Y
13
2
9
3
ABANDON
EXISTING WATER
SERVICE
EXISTING WATER METER
ABANDON
EXISTING WATER
SERVICE
ABANDON
EXISTING WATER
SERVICE
*REMOVE TREES
ALONG 1st SOUTH
AND 2nd EAST
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
10.00'
60.00'
24.00'
66.00'
8'
S
I
D
E
W
A
L
K
10.00'
10.00'
28.60'
40
9'x20'
5.79'
6.88'
21.40'
20'
35.25'
T
A
N
D
E
M
T
A
N
D
E
M
9'x20'
10.00'
40
.
0
'
20'
50.00'
40
.
0
'
RESIDENTIAL
BLDG
RESIDENTIAL
BLDG
20'
5.25'
24.00'
24.00'
24.00'
48
9'x16'9'x16'
44
19
14
22 13
24.00'
24.00'
DUMPSTER
11.50'
F
I
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E
L
A
N
E
F
I
R
E
L
A
N
E
W W
S
S
S
S
EXISTING SSMH
RIM:4891.59
INV:4886.34
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SSW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
INSTALL
RETAINING
WALL
EXISTING SSMH
RIM:4882.72
INV:4875.32
EXISTING SDMH
RIM:4881.52
INV:4876.97
EXISTING SSMH
RIM:4898.96
INV:4893.11
EXISTING SDMH
RIM:4898.38
INV:4893.63
EXISTING SDMH
RIM:4884.06
INV:4879.41
X-CB
INV=80.22
X-CB
INV=81.14
W W
SS SS
INSTALL 8' SIDEWALK
IN
S
T
A
L
L
8
'
S
I
D
E
W
A
L
K
2
RETAIN AND
PROTECT
EXISTING BLDG
RETAIN AND
PROTECT
EXISTING BLDG
BLDG A
BLDG B
9'x16'
9'x16'
9'x16'
24.00'
EXISTING
UTILITY MH
EXISTING CAP
EXISTING SSMH
RIM:4893.60
INV:4886.60
16'
3.00'
10.00'
12.50'
N89° 45' 28"E 310.75'
N0
°
1
4
'
3
2
"
W
1
3
2
.
0
0
'
S89° 45' 28"W 5.75'
S0
°
1
4
'
3
2
"
E
2
4
7
.
5
0
'
N89° 45' 25"E 305.00'
N0
°
1
4
'
3
2
"
W
3
7
9
.
5
0
'
( 12''SD
( 12''SD
130.25'
66.00'
133.33'
122.00'
118.75'
6.50'
15.00'
15.00'
15.00'12.00'
RESIDENTIAL
BUFFER
5.00'
17.10'
8.00'
1.89'
WILL BE A PART OF A
SEPARATE PERMIT
10.00'
10.00'
10.00'
10.00'
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
SU
R
V
E
Y
E
D
B
Y
:
CA
D
N
A
M
E
:
RE
V
I
S
I
O
N
:
DA
T
E
:
SC
A
L
E
:
KU
R
T
R
O
L
A
N
D
16
1
1
6
AD
A
M
S
N
A
R
R
2N
D
E
A
S
T
.
D
W
G
1"
=
3
0
'
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
SH
E
E
T
N
O
.
3 C-
2
SH
E
E
T
N
A
M
E
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
th
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
co
n
c
e
p
t
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
Ea
g
l
e
R
o
c
k
E
n
g
i
n
e
e
r
i
n
g
a
n
d
sh
a
l
l
n
o
t
b
e
c
o
p
i
e
d
i
n
a
n
y
fo
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
R
o
c
k
En
g
i
n
e
e
r
i
n
g
.
AN
G
I
E
V
A
L
D
E
Z
15'30'030'
SCALE: 1" = 30.0'
E AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
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
R
E
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
OC
T
O
B
E
R
5
,
2
0
1
6
MA
T
T
S
O
N
A
P
A
R
T
M
E
N
T
S
OV
E
R
A
L
L
U
T
I
L
I
T
Y
S
I
T
E
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
KA
R
L
M
A
T
T
S
O
N
E 1ST SOUTH
2n
d
E
A
S
T
HA
R
V
A
R
D
A
V
E
CONSTRUCTION ITEMS:
PROPERTY LINE
DUMPSTER PAD
HANDICAP RAMP (PER CITY OF REXBURG STANDARDS)
GRASS/SNOW STORAGE AREA
PROPOSED GAS METER LOCATION
FIRE RISER ROOM
CONCRETE DRIVEWAY APROACH (PER CITY OF
REXBURG STANDARDS)
INSTALL WATER VALVE PER CITY OF REXBURG
INSTALL STORM TECH INFILTRATION OR EQUAL
INSTALL ASPHALT
INSTALL 1.5" CURB & GUTTER
INSTALL CATCH BASIIN
INSTALL SETTLING MANHOLE
INSTALL TRANSFORMER
INSTALL POWER METER
1
2
3
4
5
6
CONSTRUCTION LIMITS
7
8
9
10
11
12
5
5
11
12
9
9
9
9
8
1
2
2
INSTALL 6" WATER
SERVICE LINE
INSTALL 6" WATER
SERVICE LINE
INSTALL 4" SANITARY
SEWER SERVICE LINE
INSTALL 4" SANITARY
SEWER SERVICE LINE
NOTES:
CURRENT ZONE = MIXED USE 2
MIN. FRONT BUILDING SET BACK = 10.00' FROM ROW
PROPOSED USE = APARTMENTS
LOT AREA = 2.67 ACRES
113 PARKING STALLS REQUIRED (75% OF 150 BEDS)
202 PARKING STALLS PROVIDED
GREEN SPACE REQUIRED = 10%
GREEN SPACE PROVIDED = 19% (0.51 ACRES)
SNOW STORAGE PROVIDED = 10%
BUILDING HEIGHT:
HIGHEST POINT OF RIDGE - 46'-0” ABOVE GRADE
TOP OF EXTERIOR WALL PLATE - 30'-0” ABOVE GRADE (MAXIMUM)
TOTAL SQUARE FEET OF BUILDING:
BLDG A (SOUTH BUILDING):
LEVEL 1 - 665 SF
LEVEL 2 - 11,142 SF
LEVEL 3 - 11,233 SF
LEVEL 4 - 11,229 SF
LEVEL 5 - 10,380 SF
TOTAL AREA 44,649 SQUARE FEET
NUMBER OF UNITS = 25
NUMBER OF BEDS = 150
10 10
6 6
3
3
3
3 3
3
3
SAWCUT ASPHALT 4' WIDE
AND REPLACE WITH NEW
2 2 22
INSTALL ITD TYPE 7 CB
COURTYARD
7
7
12" SD
P
R
E
L
I
M
I
N
A
R
Y
13
2
9
3
CONNECT POWER TO POLE ON
NORTH SIDE OF E. 1st SOUTH
13
13
PROPOSED POWER
EASEMENT
PROPOSED POWER
EASEMENT
13
PROPOSED POWER
EASEMENT
PROPOSED POWER
EASEMENT
14
14
14
3
3
10
DRIVEWAY
DRIVEWAY
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
10.00'
60.00'
24.00'
66.00'
8'
S
I
D
E
W
A
L
K
10.00'
10.00'
28.60'
40
9'x20'
5.79'
6.88'
21.40'
20'
35.25'
T
A
N
D
E
M
T
A
N
D
E
M
9'x20'
10.00'
40
.
0
'
20'
50.00'
40
.
0
'
RESIDENTIAL
BLDG
RESIDENTIAL
BLDG
20'
5.25'
24.00'
24.00'
24.00'
48
9'x16'9'x16'
44
19
14
22 13
24.00'
24.00'
DUMPSTER
11.50'
EXISTING SSMH
RIM:4891.59
INV:4886.34
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SSW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
03.00
OIL
03.50
TBC
4.
4
%
95.00
OIL
95.50
TBC 96.00
OIL
94.00
OIL
94.00
OIL
93.50
TOW
87.2
91.50
97.80
OIL
00.00
OIL
89.50
TBC
01.30
OIL
00.80
TBC OIL
00.10
OIL
01.00
TBC
OIL
00.82
96.31
91.49
90.36
X-TBC
90.33
X-TBC 91.00
91.20
91.00
83.90
1.7%
1.0
%
4%
1.
8
%
2.
9
%
4%
6%
5%
6.
3
%
2.
3
%
1.
1
%
6.
6
%
00.15
GB
86.70
86.36
X-TBC
2%2%
5%
X-TBC
X-TBC
X-TBC
F.F. = 4891.60
F.F. = 4901.60
TSW
TSW
TSW
INSTALL
RETAINING
WALL
X-TBC
INSTALL 100 SC-740
STORM CHAMBERS
EXISTING SSMH
RIM:4882.72
INV:4875.32
EXISTING SDMH
RIM:4881.52
INV:4876.97
EXISTING SSMH
RIM:4898.96
INV:4893.11
EXISTING SDMH
RIM:4898.38
INV:4893.63
EXISTING SDMH
RIM:4884.06
INV:4879.41
X-CB
INV=80.22
X-CB
INV=81.14
01.40
TBC
TBC
INSTALL CB#1
GRATE: 4891.00
INV: 4888.00
INSTALL ITD TYPE 7 CATCH BASIN
GRATE: 4887.20
W INV OUT: 4884.20
E INV OUT:4883.20
INSTALL SETTLING MANHOLE
RIM:4888.90
INV:4883.10
BTM:4881.10
INSTALL 8' SIDEWALK
IN
S
T
A
L
L
8
'
S
I
D
E
W
A
L
K
2
RETAIN AND
PROTECT
EXISTING BLDG
RETAIN AND
PROTECT
EXISTING BLDG
BLDG A
BLDG B
9'x16'
9'x16'
9'x16'
24.00'
EXISTING
UTILITY MH
EXISTING CAP
EXISTING SSMH
RIM:4893.60
INV:4886.60
16'
3.00'
10.00'
12.50'
12"SD
( 12''SD
( 12''SD
130.25'
66.00'
133.33'
122.00'
118.75'
6.50'
RESIDENTIAL
BUFFER
5.00'
17.10'
8.00'
1.89'
04.00
OIL
2.
0
%
04.50
TBC
01.50
WILL BE A PART OF A
SEPARATE PERMIT
10.00'
00.51
X-TBC
03.44
X-TBC
97.67
X-TBC
10.00'
10.00'
10.00'
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
SU
R
V
E
Y
E
D
B
Y
:
CA
D
N
A
M
E
:
RE
V
I
S
I
O
N
:
DA
T
E
:
SC
A
L
E
:
KU
R
T
R
O
L
A
N
D
16
0
2
2
AD
A
M
S
N
A
R
R
2N
D
E
A
S
T
.
D
W
G
1"
=
3
0
'
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
SH
E
E
T
N
O
.
4 C-
3
SH
E
E
T
N
A
M
E
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
th
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
co
n
c
e
p
t
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
Ea
g
l
e
R
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c
k
E
n
g
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n
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e
r
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a
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d
sh
a
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b
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c
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p
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e
d
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n
a
n
y
fo
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
R
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c
k
En
g
i
n
e
e
r
i
n
g
.
AN
G
I
E
V
A
L
D
E
Z
15'30'030'
SCALE: 1" = 30.0'
E AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
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
R
E
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
OC
T
O
B
E
R
5
,
2
0
1
6
MA
T
T
S
O
N
A
P
A
R
T
M
E
N
T
S
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
KA
R
L
M
A
T
T
S
O
N
E 1ST SOUTH
2n
d
E
A
S
T
HA
R
V
A
R
D
A
V
E
RETAINING
WALL LEVEL
4900.15
RETAINING
WALL START
SLOPE HERE
P
R
E
L
I
M
I
N
A
R
Y
13
2
9
3
COURTYARD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W
S
S
S
S
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SSW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W W
SS SS
RETAIN AND
PROTECT
EXISTING BLDG
RETAIN AND
PROTECT
EXISTING BLDG
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
SU
R
V
E
Y
E
D
B
Y
:
CA
D
N
A
M
E
:
RE
V
I
S
I
O
N
:
DA
T
E
:
SC
A
L
E
:
KU
R
T
R
O
L
A
N
D
16
1
1
6
AD
A
M
S
N
A
R
R
MA
T
T
S
O
N
A
P
T
S
I
T
E
P
L
A
N
.
D
W
G
1"
=
3
0
'
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
SH
E
E
T
N
O
.
4
SW
P
P
SH
E
E
T
N
A
M
E
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
th
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
co
n
c
e
p
t
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
Ea
g
l
e
R
o
c
k
E
n
g
i
n
e
e
r
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n
g
a
n
d
sh
a
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l
n
o
t
b
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c
o
p
i
e
d
i
n
a
n
y
fo
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
R
o
c
k
En
g
i
n
e
e
r
i
n
g
.
AN
G
I
E
V
A
L
D
E
Z
15'30'030'
SCALE: 1" = 30.0'
E AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
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
R
E
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
OC
T
O
B
E
R
5
,
2
0
1
6
MA
T
T
S
O
N
A
P
A
R
T
M
E
N
T
S
ST
O
R
M
W
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CONSTRUCTION ITEMS:
1
2
3
4
5
6
DO NOT DISTURB SOIL OUTSIDE OF CONSTRUCTION LIMITS
SILT FENCE (SEE DETAIL 1)
CONCRETE WASH OUT (SEE DETAIL 2)
STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL 3)
INLET PROTECTION (SEE DETAIL 4)
STOCK PILE AREA
PORTABLE OUTHOUSE
DUMPSTER
TEMPORARY MAILBOX (SEE DETAIL 5)
7
8
9
TYPICAL SILT FENCE
D-1
1.FENCE POSTS SHALL BE A MINIMUM OF 36" LONG DRIVE A MINIMUM OF 8" INTO THE GROUND. WOOD POSTS SHALL BE 1.5"
SQUARE (MIN) CUT OF 1.75" DIA ROUND AND SHALL BE SOUND QUALITY WOOD. STEEL POSTS SHALL BE STANDARD T OR U
SECTION WEIGHING NOT LESS THAN 1 LB/LF.
2.GEOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIRES OR STAPLES AT THE TOP AND MID-SECTION
AND SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS FOR GEOTEXTILE CLASS F:TENSILE STRENGTH 50 LBS/IN
TENSION MODULUS 20 LBS/IN
FLOW RATE .3 GAL/SF./MIN
FILTERING EFFICIENCY 75%
3.WHERE ENDS OF GEOTEXTILE COME TOGETHER THEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT
BYPASS.
4.SILT FENCE SHALL BE INSPECTED AFTER EVER RAINFALL AND MAINTAINED WHEN BULGESE OCCUR OR WHEN SEDIMENT HAS
REACHED 50% OF THE HEIGHT.
JOINING TWO ADJACENT SILT FENCE SECTIONS
POSTS
TOP VIEW WRAP FABRIC AROUND
JOINTS TWICE
STAPLESTAPLE
PERSPECTIVE VIEW
36" MIN. LENGTH FENCE
POST DRIVEN A MIN. OF 16"
INTO GROUND
10' MAX. CENTER TO CENTER
16' MIN. HEIGHT OF
GEOTEXTILE CLASS F
FENCE POST SECTION MIN.
OF 20" ABOVE GROUND
FENCE POST DRIVEN A MIN.
OF 16" INTO THE GROUND
CROSS SECTION
FILTER CLOTH
36" MIN.
FENCE POST
LENGTH
8" MIN. DEPTH
IN GROUND
EMBED GEOTEXTILE CLASS F
A MIN OF 8" VERTICALLY
INTO THE GROUND
INLET AND BASIN PROTECTION
D-4
DI
R
T
Y
W
A
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E
R
DIRTY
W
A
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E
R
GRATE
CLEAN
WATER
WOVEN GEO-TEXTILE
CATCH BASIN
1.REMOVE ALL TRASH, DEVRIS, DUFF, AND MATERIALS WHICH COULD INTERFERE
WITH THE INLET/BASIN PROTECTION FUNCTION PRIOR TO PLACEMENT AND
AFTERWARDS ON A DAILY BASIS AS NEEDED.
2.MINOR MODIFICATIONS TO THESE INSTALLATIONS MAY BE NECESSARY TO
ACCOMMODATE FIELD CONDITIONS,
3.DIRECT RUNOFF DISCHARGED THROUGH INLET/BASIN PROTECTION THROUGH A
FILTER BERM, SEDIMENT TRAPS, OR STABILIZED DISCHARGE AREA.
4.WHEN USING FILTER FABRIC ON INLET AND BASIN PROTECTION CONSULT THE
MATERIALS SECTION PRIOR TO INSTALLATION.
5.GRAVEL FILTER OR FRAME WIRE MESS INSTALLATIONS ARE INTENDED TO BE USED
ON ANY STRUCTURE SURROUNDED BY PAVEMENT WITH OUR WITHOUT CURBS.
NOTES:
GRAVEL BAGS SOME INSTALLATIONS MAY BE BETTER SERVED BY PLACING THE
SWALE AND GRAVEL BERM ALL THE WAY AROUND THE STRUCTURE
TEMPORARY MAILBOX
D-5
FRONT VIEW SIDE VIEW
24" MIN.
4'
4 x 4 POST
POST "NPDES" PERMIT
COMPACTED BACK
FILL AROUND POST
24" MIN.
4'
13 12"
11 1
2"23 12"
2 3/4"
BOLTS
PRESSURE
TREATED 2 x 6
NOTES:
1.MAILBOX SHALL CONTAIN THE FOLLOWING AT ALL TIMES:
A)CITY APPROVED CONSTRUCTION PLANS
B)DEW APPROVED CONSTRUCTION PLANS
C)ANY SITE INSPECTION FORMS
2.MAILBOX SHALL BE LOCKED AT ALL TIMES.
BERM AROUND PERIMETER
12" WIDE MINIMUM
CONCRETE WASHOUT
D-2
10 mil PLASTIC LINING
2 FEET DEEP MINIMUM8' MIN.
LATH AND FLAGGING
ON 3 SIDES
8' MIN.
A A
NOTES:
1.ACTUAL LAYOUT DETERMINED IN THE FIELD
2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
32 FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY
3.WASH OUT CONCRETE TRUCKS IN DESIGNATED AREAS ONLY
4.AVOID MIXING EXCESS CONCRETE
5.WASHOUT AREA CAN ALSO BE USED FOR SHEET ROCK MUD,
STUCCO, MASONRY, ETC.
6.COLLECT LIQUID WASTE IN A TEMPORARY LINED PIT AND
ALLOW IT TO DRY
7.THE PIT SHOULD BE LARGE ENOUGH TO CONTAIN ALL WASTE
FROM WASHOUT
8.LOCATE WASHOUT FACILITIES A MINIMUM OF 50 FEET FROM
STORM DRAIN OR RECEIVING WATERS
9.KEEP THE WASHOUT AREAS AWAY FROM ARES OF
CONSTRUCTION TRAFFIC
10.INSPECT DAILY WHEN IN USE
11.ALLOW WASTE TO DRY AND THEN DISPOSE OF AS SOLID WASTE
12.MAINTAIN WASHOUTS TO PROVIDE A MINIMUM 1 FOOT
FREE-BOARD FOR BELOW GRADE FACILITIES
13.CLEAN LEAN EXISTING FACILITIES OR CONSTRUCT ADDITIONAL
FACILITES WHEN THE WASHOUT IS 50% FULL
CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT)
CONCRETE
WASHOUT
BERM
SECTION A-A
NATURAL GROUND
LATH AND FLAGGING
ON 3 SIDES
BERM AROUND PERIMETER
12" WIDE MINIMUM
10 mil PLASTIC LINING
2' MIN.
STABILIZED CONSTRUCTION ENTRANCE
D-3
SEE BALLAST DETAILROADWAY UNDER
CONSTRUCTION
EXISTING PAVED
ROADWAY
SHOULDER TO
SHOULDER WIDT
H
100
'
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GEO-TEXTILE FILTER FABRIC
BALLAST DETAIL
12" MIN. OF 1" STONE
12" MIN. COMPACTED
FRACTURED STONE
P D M
7 8 9
4
3
1
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1
1 45
5
BLDG A
BLDG B
2
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13
2
9
3
LID & COVER
1 GALVANIZED STAND PIPE 32 INCHES
WRAPPED WITH TAPE.
2 ALL SERVICE LINES SHALL BE BORED
UNDER EXISTING ASPHALT PAVING. NO
ASPHALT PAVING SHALL BE CUT FOR
SERVICE LINE INSTALLATION.
3 ALL SUPPLIES PROVIDED
BY CITY EXCEPT CORPORATION CURB STOP,
METER SUPPORT, SUPPLY LINES IN & OUT.
GENERAL NOTES:
LAWN LEVEL METER
TOUCH READ BUTTON
SERVICE LINE
METER SUPPORT
STRAP SERVICE LINE
TO METER SUPPORT
GALVANIZED PIPE,
CONNECT TO METER
& ANGLE METER VALVE
W/APPROXIMATE FITTINGS
SEE NOTE
20" X 48" POLY BARREL
20" RING AND COVER
W/ TOUCH READ HOLE
BALL TYPE CORPORATION AND CURB STOP
ADAPTER, POLY-BY-FEMALE METAL PIPE
RATED AT 300 PSI MINIMUM WORKING PRESSURE.
1 1/2" METER AND METER SETTING DETAIL
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SCALE 1:20
CROSS SECTION VIEW DRAINSCALE 1:20
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3" OF 3/4" GRAVEL ROADBASE
TYPICAL PARKING LOT/DRIVEWAY SECTION
LIP DOWN CURBLIP UP CURB
CATCH BASIN - TYPE 1
STANDARD CURB AND GUTTER DETAIL
E. 1st SOUTH
DUMPSTER ENCLOSURE
8" CMU ENCLOSURE
CONCRETE PAD
DUMPSTER
SCHEDULE 40-4"Ø BOLLARDS
4'-0" ABOVE GROUND SET IN
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