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APPROVED BY:APPROVED BY:APPROVED BY:APPROVED BY:APPROVED BY:
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KURT ROLAND
B. McKAY ANDERSEN
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
DESIGNED BY:
DRAWN BY:
PROJECT NO.
REVIEWED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
SHEET NAME
JULIE LEHMANN &"(-&30$,
/(*/&&3*/(
$*7*-1-"//*/(4637&:*/(
*%")0'"--4
±3&9#63(
±
KENNETH SQUARE
CONDOMINIUM DEVELOPMENT
COVERSHEET/NOTES
PREPARED FOR:
BRYCE DORION
1
COVER
16140
KENNETH SQUARE PLAT
AUGUST 2017
N/A
1
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1. WATER MAINS AND SERVICES IN PROJECT DRIVEWAY WILL BE PVC.2. ALL WATER MAIN PIPE IN CITY ROW IS TO BE DUCTILE IRON PIPE. POTABLE WATER SERVICE LINE PIPE IS TO BE ONE INCH AWWA C-901 CLASS 200 SDR 7 IPS PE (UNLESS SHOWN OTHERWISE). CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-401 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT INCLUDING THE WATER METER.3. MINIMUM COVER OVER WATER LINES IS 6 FEET.4. 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.5. ALL FIRE HYDRANTS TO BE WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A KOCHECH MODEL SZ MC 5045-3-Y07 STORZ FITTING AND CAP.6. FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES, AND ONE 4-1/2" DIAMETER HOSE NOZZLE.7. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.8. 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-407.9. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.10. CONSTRUCT WATERLINES TO 5' OUTSIDE PHASE LIMITS. PLACE TEMPORARY BLIND FLANGE AND THRUST RESTRAINT AT TEMPORARY END. IF MECHANICAL THRUST RESTRAINTS ARE USED (SUCH AS EBAA IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS FROM THE TEMPORARY END. MARK END CAP LOCATION WITH A POST.11. USE HOT TAP CONNECTIONS PER CITY OF REXBURG STANDARDS.12. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9.13. 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.14. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC....15. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).
1
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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 20% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE.LANDSCAPE/GREEN SPACE/ SNOW STORAGE
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290.00'
20.00'
1-1/2''W 1-1/2''W
49.46'
4''SS )4''SS )
( 4''SS ( 4''SS ( 4''SS4''SS )4''SS )
( 4''SS ( 4''SS ( 4''SS
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( 4''SS ( 4''SS ( 4''SS
EXISTING WATER MAIN
SNOW STORAGE AND
RETENTION POND
25.45'
YE
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1-1/2''W 1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W 1-1/2''W
1-1/2''W 1-1/2''W1-1/2''W 1-1/2''W 1-1/2''W
BLOCK 1
BLOCK 2
PROPOSED
RIGHT-OF-WAY BY
DEDICATION
UNIT 1
4 PLEX
UNIT 2
4 PLEX
UNIT 3
4 PLEX
UNIT 1
4 PLEX
UNIT 2
4 PLEX
UNIT 4
4 PLEX
UNIT 6
4 PLEX
UNIT 7
4 PLEX
UNIT 6
4 PLEX
UNIT 5
4 PLEX
UNIT 5
4 PLEX
C.A.
8'
'
W
8'
'
W
8" WATER PROVISIONS
FOR FUTURE LOTS
8" SEWER PROVISIONS
FOR FUTURE LOTS
100' R-O-W
9'x20'
9'x20'
9'x20'
9'x20'
9'x20'18
12
11
14
14
13.68'
11.68'
13.37'
11.37'
12.00'
12.00'
12.00'
12.00'
12.00'
13.86'
12.00'
5.00'
10.79'
12.98'
11.88'
13.89'
20.00'
12.00'
20.00'
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TBC: 73.80
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TBC: 72.64
T
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FF=73.35
FF=73.35FF=73.35
FF=73.35
FF=73.35
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FF=73.35
FF=73.35
FLVG: 71.45
1
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TBC:
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0
7
EO: 7
2
.
4
5
TBW
:
7
3
.
0
7
TF
W
:
7
1
.
6
0
EO
:
7
1
.
1
0
TBW
:
7
3
.
0
7
E
O
:
7
2
.
4
5
1.
5
%
2.2
%
2
.
1
%
1.5
%
2.7
0.40%
0.40%0.41%
0.40%
0.41%
0.40%
0.41%
0.40
%
0.4
1
0.40
%
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
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S
S
)
8
'
'
S
S
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8
'
'
S
S
)
8
'
'
S
S
)
1
(
6
:
1
(
6
:
1
:
12.59'
9.40'
22.00'
20.00'
20.00'
22.00'
20.00'
22.00'
11.37'
10
25.37'
10.00'
9.40'
7
8
12.00'
20
25.98'
RETENTION POND
22.00'
49.60'
40.00'
20.00'
12.00'
12.00'
11.68'
STRIPING
STRIPING
STRIPING
FF=73.35
2.3%
1.7
%
1.
7
%
2.7
GRADE
BREAK
TF
W
:
7
2
.
9
5
T
F
W
:
7
2
.
9
5
TFW
:
7
2
.
9
5
1.
5
%
2.0%
TBW
:
7
3
.
0
7
TBW
:
7
3
.
0
7
INSTALL CB #2
GRATE=4872.14
INV=4869.14
T
B
W
:
7
1
.
7
2
1
2
'
'
S
D
)
EXISTING
POWER
POLE
UNIT 3
4 PLEX
T
B
C
:
7
2
.
8
7
TBC
:
7
2
.
8
7
WATER LINE WILL
BE INSTALLED BY
CITY OF REXBURG
EϴϵΣϯϱΖϭϱΗ
290.00'
^ϴϵΣϯϱΖϭϱΗt
290.00'
RETENTION POND
( 4''SS
4872
4871
4871
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
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
1
6
'
'
W
1
2
'
'
S
D
)
1
2
'
'
S
D
)
12''
S
D
)
12''
S
D
)
4870
4869
4870
4871.00
4870.00
4869.00
4868.754869
^ϲϲΣ
ϱ
ϵ
Ζ
ϭ
ϲ
Η
96.0
4
'
Eϲϲ
Σ
ϱ
ϵ
Ζ
ϭ
ϲ
Η
t
100.
6
0
'
^ϴϵΣϯϱΖϭϱΗt87.73'
EϴϵΣϯϱΖϭϱΗ 88.06'
3
1
.
3
8
'
2
0
.
6
0
'
2
0
.
6
0
'
3
7
.
5
0
'
9
.
6
5
'
3
5
.
0
0
'
9
.
8
9
'
ELLA LANE
PARK PARK
2 " FIRE W 2 " FIRE W
4''SS )4''SS )
4''SS )4''SS )
2 " FIRE W 2 " FIRE W
( 4''SS ( 4''SS ( 4''SS
( 4''SS ( 4''SS ( 4''SS
( 4''SS ( 4''SS ( 4''SS
4''SS )4''SS )
TIE ONTO EXISTING 16" WATER MAIN
AND EXTEND WATER MAIN TO NORTH
BOUNDARY LINE OF PROJECT
WATER LINE WILL BE INSTALLED BY
CITY OF REXBURG
2 " FIRE W 2 " FIRE W
2 " FIRE W 2 " FIRE W
2 " FIRE W 2 " FIRE W
2 " FIRE W 2 " FIRE W
2 " FIRE W 2 " FIRE W
2 " FIRE W 2 " FIRE W
2 " FIRE W
2 " FIRE W
2 " FIRE W 2 " FIRE W
2 " FIRE W 2 " FIRE W
2 " FIRE W 2 " FIRE W
2 "
F
I
R
E
W
25.82'
25.57'
6.00'
6.00'
24.00'
2
5
.
3
8
'
4868.75
24.10'
24.00'
W E
S
N
P.O.B.
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V
I
S
I
O
N
S
1 2 3 4 5 6
DE
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D
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:
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3 C-
2
CONSTRUCTION ITEMS:
PROPERTY LINE
DUMPSTER PAD W/ VINYL FENCE ENCLOSURE
HANDICAP RAMP (PER CITY OF REXBURG STANDARDS)
GRASS/SNOW STORAGE AREA
CONCRETE DRIVEWAY APROACH (PER CITY OF
REXBURG STANDARDS)
INSTALL WATER VALVE PER CITY OF REXBURG
1
2
3
4
5
6
7
8
1
1
2 2
2
2
3
3
33
3
3
3 3
3
33
3
4
4
6
6
2 2
2
6
7
7
7
7
7
9
8
8
8
8
8
9
9
910
10
10
5
5
6
TURN LANES
WILL BE
APPROVED BY ITD
( 12" SD PROPOSED STORM DRAIN MAIN
SETBACK
W
SS
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
FENCE 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
PROJECT BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
EXISTING WATER LINE
EXISTING SANITARY SEWER MAIN
8" W
( 8" SS
X X
TBC
:
7
2
.
0
0
X-T
B
C
:
7
2
.
0
0
INSTALL ASPHALT
INSTALL 1'-6" CURB & GUTTER
INSTALL THICKENEND EDGE SIDEWALK
INSTALL STANDARD CATCH BASIIN
INSTALL 2'-6" CURB & GUTTER
INSTALL STREET LIGHT11
11
11
5' SIDEWALK5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
10
10
NOTES:
PROPOSED USE = RESIDENTIAL APARTMENTS
PROJECT AREA = 3.705 ACRES
PARKING STALLS REQUIRED=104
PARKING STALLS PROVIDED=112
HANDICAP PARKING STALLS = 8
LANDSCAPE AREA=1.85 ACRES
IMPERVIOUS AREA = 1.27 ACRES
AU
G
U
S
T
2
0
1
7
6'
S
I
D
E
W
A
L
K
8
11
INSTALL NEENAH R-3067 GRATES
ON CATCH BASINS
INSTALL 20 STORM-TECH
CHAMBERS
INSTALL 19 STORM-TECH
CHAMBERS
CURB CUT FOR
ACCESS TO POND
CURB CUT FOR
ACCESS TO POND
CURB CUT FOR
ACCESS TO POND
2
STORM VOLUME
12
"
S
D
TIE ONTO
EXISTING SSMH
INV=4860.78
BORE UNDER
HIGHWAY
ITD PERMIT
REQUIRED
(/%2:
5
5
BOLLARDS
BOLLARDS
8''
W
8'
'
W
9'x20'
9'x20'
12
11
8'
'
S
S
)
6+58
0+0
0
1+0
0
2+0
0
3+00 4+00 5+00 6+00
0+5
0
1+5
0
2+50 3+50 4+50 5+50 6+50
4+
0
0
5+
0
0
3+
5
0
4+
5
0
5+
5
0
TBC: 73.80
TB
C
:
7
3
.
7
8
TBC
:
7
3
.
4
6
T
B
C
:
7
3
.
4
6
TBC
:
7
3
.
1
3
TBC: 7
2
.
6
4
TBC: 72.64
T
B
C
:
7
3
.
3
5
T
B
C
:
7
3
.
3
5
T
B
C
:
7
3
.
1
3
TBC
:
7
3
.
0
0
T
B
W
:
7
3
.
0
7
T
B
C
:
7
3
.
1
5
TFW
:
7
2
.
9
5
T
B
W
:
7
3
.
0
7
EO
:
7
2
.
4
5
TF
W
:
7
2
.
9
5
EO: 72.45
FLVG: 71.45
TBC:
7
3
.
3
4
T
B
C
:
7
3
.
1
5
TF
W
:
7
2
.
9
5
EO
:
7
2
.
4
5
T
B
W
:
7
3
.
0
7
TBW
:
7
3
.
0
7
E
O
:
7
2
.
4
5
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
(
1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
( 1
2
'
'
S
S
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
8
'
'
S
S
)
INSTALL CB #4
GRATE=4870.25
INV=4867.75
T
B
C
:
7
2
.
8
7
TBC
:
7
2
.
8
7
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
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
ELLA LANE
4862
4864
4866
4868
4870
4872
4874
4876
4878
4862
4864
4866
4868
4870
4872
4874
4876
4878
ST
A
:
1
+
9
8
.
5
3
EL
E
V
:
4
8
7
3
.
7
8
'
ST
A
:
2
+
7
4
.
1
7
EL
E
V
:
4
8
7
3
.
4
6
'
ST
A
:
1
+
0
6
.
1
2
EL
E
V
:
4
8
7
4
.
2
0
'
ST
A
:
4
+
7
8
.
4
3
EL
E
V
:
4
8
7
2
.
6
4
'
ST
A
:
5
+
3
6
.
2
2
EL
E
V
:
4
8
7
2
.
7
2
'
ST
A
:
6
+
5
2
.
2
5
EL
E
V
:
4
8
7
3
.
3
4
'
-0.45%
0.53%
LEFT TBC
INSTALL CB #1
GRATE=4872.39
INV=4869.39
-0.42%
-0.40%
ST
A
:
0
+
7
2
.
7
3
EL
E
V
:
4
8
7
4
.
9
9
'
-2.37%
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
ST
A
:
4
+
7
8
.
0
3
EL
E
V
:
4
8
7
2
.
6
4
'
ST
A
:
5
+
3
6
.
0
1
EL
E
V
:
4
8
7
2
.
7
2
'
ST
A
:
6
+
5
2
.
0
4
EL
E
V
:
4
8
7
3
.
3
4
'
ST
A
:
2
+
7
4
.
1
7
EL
E
V
:
4
8
7
3
.
4
6
'
ST
A
:
1
+
9
8
.
5
3
EL
E
V
:
4
8
7
3
.
8
0
'
ST
A
:
0
+
9
9
.
9
2
EL
E
V
:
4
8
7
4
.
2
0
'
INSTALL SSMH #4
STATION=6+54.89
RIM=4873.49
E INV IN=4863.74
W INV OUT=4863.64
227.41 L.F. OF 8" PVC @ 0.43%
255.05 L.F. OF 8" PVC @ 0.40%
153.63 L.F. OF 8" PVC @ 0.41%
-0.41%
-0.45%
-0.40%0.53%
INSTALL CB #2
GRATE=4872.39
INV=4869.39
INSTALL SSMH #3
STATION=4+97.26
RIM=4872.94
W INV=4868.00
N INV IN=4863.00
E INV IN=4863.00
S INV IN=4863.00
W INV OUT=4862.90
INSTALL SSMH #2
STATION=2+37.59
RIM=4873.65
E INV IN=4861.87
N INV IN=4861.87
S INV IN=4861.87
NW INV OUT=4861.77
165.22 L.F. OF 8" WATERLINE D.I.
290.55 L.F. OF 8" WATERLINE D.I.
139.75 L.F. OF 8" WATERLINE
RIGHT TBC
6'
M
I
N
16" WATER LINE
ST
A
:
0
+
7
0
.
8
1
EL
E
V
:
4
8
7
4
.
7
8
'
-1.99%
27.56 L.F. OF 8" WATERLINE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+58
W E
S
N
ELLA LANE
ELLA LANE
KEY MAP
YE
L
L
O
W
S
T
O
N
E
-
H
W
Y
3
3
W E
S
N
SH
E
E
T
N
O
.
SH
E
E
T
N
A
M
E
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
DE
S
I
G
N
E
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CONSTRUCTION ITEMS:
INSTALL 2.5' ROLL CURB PER CITY OF REXBURG
STD DWG, (SEE DETAIL 8/D-1)
INSTALL 5' SIDEWALK PER CITY OF REXBURG STD
DWG, (SEE DETAIL 9/D-1)
INSTALL HOT MIX ASPHALT PER CITY OF REXBURG
STD DWG, (SEE DETAIL 9/D-1)
INSTALL 8" SEWER LINE PER CITY OF REXBURG
STD DWG, (SEE DETAIL 2/D-1)
INSTALL 8" WATERLINE PER CITY OF REXBURG STD
DWG, (SEE DETAIL 1 & 2/D-1)
INSTALL 48" SEWER MANHOLE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 1/D-2)
INSTALL 8" WATER VALVE PER CITY OF REXBURG
STD DWG, (SEE DETAIL 4/D-1)
2
3
4
5
6
7
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3
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INSTALL 4" SEWER SERVICE LINE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 3/D-2)
INSTALL 1 1/2" WATER SERVICE LINE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 6/D-1)
INSTALL FIRE HYDRANT PER CITY OF REXBURG
STD DWG, (SEE DETAIL 4/D-1)
INSTALL STORM DRAIN CATCH BASIN PER CITY OF
REXBURG STD DWG, (SEE DETAIL 2/D-2)
INSTALL 1.5' STANDARD LIP DOWN CURB &
GUTTER PER CITY OF REXBURG STD DWG, (SEE
DETAIL 10/D1)
INSTALL 6' THICKENED EDGE SIDEWALK (SEE
DETAIL 11/D1)
INSTALL PARKING LOT ASPHALT (SEE DETAIL
12/D1)
INSTALL ROUND STORM DRAIN CATCH BASIN (SEE
DETAIL 5/D2)
12
13
14
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INSTALL SETTLING MH #1
RIM=4872.50
INV=4869.37
INSTALL 20 STORM CHAMBERS
INSTALL 19 STORM CHAMBERS
INSTALL SETTLING MH #2
RIM=4872.50
INV=4872.37
12
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EXISTING GROUND
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RIM=4875.08
INV IN=4860.78
INV OUT=4860.68
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CONSTRUCTION ITEMS:
14
INSTALL 2.5' ROLL CURB PER CITY OF REXBURG
STD DWG, (SEE DETAIL 8/D-1)
INSTALL 5' SIDEWALK PER CITY OF REXBURG STD
DWG, (SEE DETAIL 9/D-1)
INSTALL HOT MIX ASPHALT PER CITY OF REXBURG
STD DWG, (SEE DETAIL 9/D-1)
INSTALL 8" SEWER LINE PER CITY OF REXBURG
STD DWG, (SEE DETAIL 2/D-1)
INSTALL 8" WATERLINE PER CITY OF REXBURG STD
DWG, (SEE DETAIL 1 & 2/D-1)
INSTALL 48" SEWER MANHOLE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 1/D-2)
INSTALL 8" WATER VALVE PER CITY OF REXBURG
STD DWG, (SEE DETAIL 4/D-1)
2
3
4
5
6
7
8
9
10
11
INSTALL 4" SEWER SERVICE LINE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 3/D-2)
INSTALL 1 1/2" WATER SERVICE LINE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 6/D-1)
INSTALL FIRE HYDRANT PER CITY OF REXBURG
STD DWG, (SEE DETAIL 4/D-1)
INSTALL STORM DRAIN CATCH BASIN PER CITY OF
REXBURG STD DWG, (SEE DETAIL 2/D-2)
INSTALL 1.5' STANDARD LIP DOWN CURB &
GUTTER PER CITY OF REXBURG STD DWG, (SEE
DETAIL 10/D1)
INSTALL 6' THICKENED EDGE SIDEWALK (SEE
DETAIL 11/D1)
INSTALL PARKING LOT ASPHALT (SEE DETAIL
12/D1)
INSTALL ROUND STORM DRAIN CATCH BASIN (SEE
DETAIL 5/D2)
12
13
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YELLOWSTONE HWY 33
CONSTRUCTION ITEMS:
INSTALL 2.5' ROLL CURB PER CITY OF REXBURG
STD DWG, (SEE DETAIL 8/D-1)
INSTALL 5' SIDEWALK PER CITY OF REXBURG STD
DWG, (SEE DETAIL 9/D-1)
INSTALL HOT MIX ASPHALT PER CITY OF REXBURG
STD DWG, (SEE DETAIL 9/D-1)
INSTALL 8" SEWER LINE PER CITY OF REXBURG
STD DWG, (SEE DETAIL 2/D-1)
INSTALL 8" WATERLINE PER CITY OF REXBURG STD
DWG, (SEE DETAIL 1 & 2/D-1)
INSTALL 48" SEWER MANHOLE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 1/D-2)
2
3
4
5
6
1
8
9
10
11
INSTALL 8" WATER VALVE PER CITY OF REXBURG
STD DWG, (SEE DETAIL 4/D-1)
INSTALL 4" SEWER SERVICE LINE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 3/D-2)
INSTALL 1 1/2" WATER SERVICE LINE PER CITY OF
REXBURG STD DWG, (SEE DETAIL 6/D-1)
INSTALL FIRE HYDRANT PER CITY OF REXBURG
STD DWG, (SEE DETAIL 4/D-1)
INSTALL STORM DRAIN CATCH BASIN PER CITY OF
REXBURG STD DWG, (SEE DETAIL 2/D-2)
INSTALL 1.5' STANDARD LIP DOWN CURB &
GUTTER PER CITY OF REXBURG STD DWG, (SEE
DETAIL 10/D1)
12
13
14
15
INSTALL 6' THICKENED EDGE SIDEWALK (SEE DETAIL 11/D1)
INSTALL PARKING LOT ASPHALT (SEE DETAIL 12/D1)
INSTALL ROUND STORM DRAIN CATCH BASIN (SEE DETAIL 5/D2)
7
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PARK PARK
2
5
.
3
8
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W E
S
N
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 OUTHOUSE7
8
9
DI
R
T
Y
W
A
T
E
R
DIRTY
W
A
T
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
INLET AND BASIN PROTECTION
D-4
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DUMPSTER
TEMPORARY MAILBOX (SEE DETAIL 5)
KE
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7
SW
P
P
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
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 12"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
LOCATE WASHOUT FACILITIES A MINIMUM OF 50 FEET FROM STORM DRAIN OR RECEIVING WATERS
8.KEEP THE WASHOUT AREAS AWAY FROM ARES OF CONSTRUCTION TRAFFIC
9.INSPECT DAILY WHEN IN USE
10.ALLOW WASTE TO DRY AND THEN DISPOSE OF AS SOLID WASTE
11.MAINTAIN WASHOUTS TO PROVIDE A MINIMUM 1 FOOT FREE-BOARD FOR BELOW GRADE FACILITIES
12.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
'
M
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1
A
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GEO-TEXTILE FILTER FABRIC
BALLAST DETAIL
12" MIN. OF 1" STONE
12" MIN. COMPACTED
FRACTURED STONE
2
2
2
2
2
5
5
5
5
5
5
5
5
4
5
5
1
7 8 9 3
6
AU
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2
0
1
7
GEOTEXTILE FABRIC
SLOPE = 2%
SIDEWALK
5'
2.5'
TYP.
2.0% MIN. STRAIGHT GRADE
TRAFFIC LANE
SEAL COAT
13'
LANDSCAPING
7'
LC
22'
68'
5'
SIDEWALK
2 1/2" ASPHALT PLANTMIX PAVEMENT
CAR PARKING
12" GRANULAR BORROW
3 1/2" - 3/4" AGGREGATE BASE
PRIME COAT
2.0% MIN. STRAIGHT GRADE
13'
TRAFFIC LANE
12" TYP
MAIL
22'
LANDSCAPING
7'
GRANULAR BORROW
12" TYP
CAR PARKING
CURB & GUTTER
5
4
5
B/
3
MI
N
.
A
B
3
STANDARD TRENCH DETAIL2
4
D-2
8
1'
-
6
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4
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1
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DIG LINE 1-800-342-1585DIG LINE 1-800-342-1585
E
2" ASPHALT
3" 3/4 CRUSHED GRABEL
9" PIT RUN GRAVEL
THICKENED EDGE SIDEWALK
4" 3/4 GRAVEL
4" CONCRETE
11
2-1/2" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
12" OF GRANULAR BORROW/PITRUN
3-1/2" OF 3/4" GRAVEL ROADBASE
TYPICAL ROAD SECTION9
D-
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TYPICAL PARKING LOT SECTION12
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KNOCKOUTS
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BR
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1-1/2"-2"
WASHED BROKEN
STONE
ASPHALT CULTEC 410 FILTER
FABRIC TO SEPARATE
TOPSOIL FROM WASHED
STONE
CURB & GUTTER
PRECAST SOLID
FLOOR AND LOWER
MH SECTION
2'
-
0
"
39&
TO INFILTRATOR
INFILTRATOR
12" TO 24"
,1/(7)520
CATCH BASIN. EXTEND
INTO INNER SEPARATOR RING
STANDARD MH RING
& COVER FLUSH WITH
GROUND SURFACE
(GRATE NOT RING IN COURTYARD)
STANDARD MH
CONE SECTION
67'
MANHOLE
SECURE PIPE TO
WALL W/ SS STRAP
AND HARDWARE.
TYP.
12" OPENING WITH FLEXIBLE
SEAL,TYP.
CROSS SECTION INFILTRATOR DRAIN
NTS
5