HomeMy WebLinkAboutSITE PLAN Rev. (4) 3.17.2020 -20-00068 - 20-00059 & 20-00060 - 710 S 5th WHENDRICKS SITE PLAN
Rexburg, Idaho
PROJECT NO. 19133
CIVIL SITEWORK FOR:
BEING PART OF THE NORTHEAST 1/4 OF
SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST OF
THE BOISE MERIDIAN, MADISON COUNTY, IDAHO
VICINITY MAP
1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS - (ISPWC STANDARDS IF APPLICABLE) . THE CONTRACTOR IS REQUIRED TO HAVE A
CURRENT COPY OF SAID STANDARDS ON SITE AT ALL TIMES.
2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT OF
CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO CLARIFICATION MAY BE MADE PRIOR TO THE START OF
CONSTRUCTION.
3.ELEVATIONS SHOWN ARE 2004 CITY DATUM AND ALL ELEVATIONS AND ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
4.THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
5.GENERAL LOCATIONS AND SIZES OF 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 UTILITY INSTALLATIONS 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.
6.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.
7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING,
COMPACTION AND DUST CONTROL MEASURES.
8.A CITY OF REXBURG PUBLIC WORKS LICENSE IS REQUIRED FOR ANY/ALL CONTRACTORS WORKING WITHIN THE PUBLIC
RIGHT-OF-WAY OR EASEMENT.
9.APPROVAL OF THE CITY ENGINEER IS REQUIRED FOR ANY PROPOSED CONSTRUCTION WITHIN A PUBLIC RIGHT-OF-WAY OR
EASEMENT.
10.ALL CONSTRUCTION INCLUDING CONCRETE/ASPHALT PLACED WITHIN THE RIGHT-OF-WAY REQUIRES INSPECTION AND
APPROVAL OF THE CITY ENGINEERING DEPARTMENT. THE DEPARTMENT SHALL BE NOTIFIED AT LEAST FOUR (4) HOURS PRIOR TO
PLACEMENT (359-3020).
11.A PUBLIC RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY OR EASEMENT. THE CITY
OF REXBURG ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO (2) DAYS PRIOR TO ANY EXCAVATION UNDER THIS
PERMIT (359-3020).
12.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES,
CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, AND ALL OTHER MISCELLANEOUS ITEMS AS CALLED FOR IN
THE PLANS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN SHALL BE REPAIRED OR REPLACED
AT CONTRACTOR'S EXPENSE.
13.CONTRACTOR TO BE RESPONSIBLE FOR FILING THE OFFICIAL SWPP PLAN AND NOI IN ACCORDANCE WITH EPA STANDARDS AND
MAINTAINING THESE STANDARDS INCLUDING STORM WATER POLLUTION AND DUST CONTROL PER THE STATE OF IDAHO
CATALOG FOR BEST MANAGEMENT PRACTICES (BMP'S).
14.SITE ADDRESS: ,REXBURG, IDAHO (CITY OF REXBURG TO PROVIDE).
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.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG STANDARD SPECIFICATIONS AND DRAWINGS.
2.ALL WATER MAIN PIPING WITHIN CITY RIGHT-OF-WAY SHALL BE DUCTILE IRON CLASS 50 MEETING CITY OF REXBURG STANDARDS.
3.ALL WATER MAIN PIPING WITHIN THE PROJECT SITE SHALL BE PVC C900 DR 18 MEETING ANSI/AWWA STANDARDS (OR EQUAL
UPON APPROVAL OF ENGINEER).
4.SERVICE LINE PIPING SHALL BE ONE INCH AWWA C-901 CLASS 200 SDR 7 IPS PE. CONSTRUCT WATER SERVICE CONNECTIONS PER
APPLICABLE ISPWC STANDARD DETAIL SD-401 AND SD-402 INCLUDING METER BOX, PIPING AND ALL FITTINGS.
5.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10” AND SMALLER PIPES AND BUTTERFLY VALVES FOR LARGER
DIAMETER PIPES RATED AT 250 PSI OR GREATER.
6.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.
7.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES INCLUDING BUT NOT LIMITED TO ALL TEES, CROSSES, BENDS, AND
END OF LINES. CONTRACTOR SHALL PROVIDE TEMPORARY CAPS AND THRUST BLOCKS AT ALL TEMPORARY WATERLINE
TERMINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT.
8.FIRE HYDRANTS SHALL BE WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A 5” STORZ FITTING AND CAP. HYDRANTS SHALL
HAVE TWO 2-1/2 INCH DIAMETER HOSE NOZZLES AND ONE 4-1//2 INCH DIAMETER HOSE NOZZLE.
9.COORDINATE ALL WATER METER INSTALLATIONS WITH THE CITY OF REXBURG. WATER METERS SHALL BE INSTALLED IN
ACCORDANCE WITH THE CITY OF REXBURG (BY OTHERS).
10.COORDINATE LOCATION OF WATER METERS FOR LANDSCAPING/SPRINKLER SYSTEMS WITH OWNER'S IRRIGATION PLAN.
11.HOT TAP CONNECTIONS SHALL BE PER CITY OF REXBURG STANDARDS.
12.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.
13.EXTEND WATERLINES 5 FEET OUTSIDE OF PHASING 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 ALL END LOCATIONS WITH A POST.
14.WATER PIPE SHALL HAVE A MINIMUM HORIZONTAL SEPARATION DISTANCE OF 10 FEET AND VERTICAL DISTANCE OF 18 INCHES
FROM ALL SANITARY/STORM SEWERS MEASURED FROM THE EDGE OF EACH PIPE IN ACCORDANCE WITH IDAPA 58.01.08 AND AS
OUTLINED IN THE CURRENT EDITION OF THE ISPWC STANDARD DRAWING SD-407.
15.COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN ALL CONSTRUCTION AND IN REGARDS WITH PULLED
JOINTS AND DEFLECTION TOLERANCES. USE STANDARD ELBOWS, WHEREVER POSSIBLE, IN LIEU OF PULLING JOINTS EVEN IF THE
JOINT PULLS ARE WITHIN MANUFACTURER INSTALLATION TOLERANCES.
16.ALL WATER PIPE SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, CROSSES, VALVES, ELBOWS, ETC.…
17.TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE IN ACCORDANCE WITH THE CURRENT EDITION OF ISPWC SECTIONS 401.3.6 AND
401.3.9.
1.ALL CONSTRUCTION SHALL BE PER THE CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS
AND/OR CURRENT EDITION OF THE ISPWC IF APPLICABLE.
2.ALL SANITARY SEWER MAIN LINE PIPING SHALL BE PVC SDR 35 IN ACCORDANCE WITH ASTM D-3034.
3.ALL STORM SEWER MAIN LINE PIPING SHALL BE ADS N-12 WT IB PIPE MEETING AASHTO M252, AASHTO M294 TYPE
S AND ASTM F2306 WITH SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS (OR EQUAL UPON
APPROVAL OF ENGINEER).
4.ALL SEWER SERVICE LINES SHALL BE 4 INCH PVC SDR 35 AND SHALL EXTEND 15 FEET INTO THE PROPERTY
(EASEMENT LINE) AND MARKED WITH A 2X4 POST. SERVICE LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE APPLICABLE ISPWC STANDARD DRAWING SD-511, SD-511A, SD-511B AND SD-512.
5.MANHOLES SHALL BE IN ACCORDANCE WITH CITY OF REXBURG STANDARDS AND ISPWC STANDARD DRAWING
SD-501.
6.PIPE BEDDING SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD-301 AND SD-302.
7.GRADE, SLOPE, AND FINISH SURFACES AWAY FROM MANHOLE LIDS.
8.DO NOT ALLOW MORE THAN 12 INCHES OF GRADE RINGS ON MANHOLES BEING RAISED TO FINAL GRADE.
9.TEST GRAVITY SEWER PIPE IN ACCORDANCE WITH ISPWC SECTION 501.3.4.
WATER NOTES:
SEWER NOTES:
1.LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL SNOW STORAGE PLOWED AREA.
LANDSCAPE/GREEN SPACE/ SNOW STORAGE
CITY OF REXBURG
ENGINEERING DEPARTMENT KEITH DAVIDSON (208) 359-3020
DEQ (208) 528-2650
DIGLINE (CALL BEFORE YOU DIG)811 OR (800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER PAUL SNARR (208) 542-2665
PROJECT MANAGER PAUL SNARR (208) 542-2665
COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS
C-1 EXISTING SITE CONDITIONS/DEMOLITION PLAN
C-2 OVERALL UTILITY/GRADING PLAN
C-3 STORM WATER RETENTION PLAN
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
HP HIGH POINT
LP LOW POINT
ABBREVIATIONS
PROJECT CONTACTS
INDEX
AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
CI
V
I
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Y
I
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ID
A
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S
(
2
0
8
)
5
4
2
-
2
6
6
5
R
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X
B
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R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
DE
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N
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D
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:
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A
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N
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:
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N
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.
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:
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:
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:
DA
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:
SC
A
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E
:
KU
R
T
R
O
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A
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D
19
1
3
3
PA
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L
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19
1
3
3
H
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A
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N/
A
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DA
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S
1 2 3 4 5 6
SH
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T
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.
1
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.
JU
L
I
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L
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H
M
A
N
N
E
GENERAL NOTES W E
S
N
PROJECT
LOCATION
16
4
1
0
S
5
T
H
W
YEL
L
O
W
S
T
O
N
E
H
W
Y
DE
C
E
M
B
E
R
5
,
2
0
1
9
W 7TH S
1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE
POLICY.
2.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S
MARKING AND STRENGTH RATINGS REQUIREMENTS. CONDUIT DIAMETERS SHALL MEET ROCKY MOUNTAIN POWER'S DESIGN. ALL
ELBOWS SWEEP RADII SHALL BE 36”, 48” OR 60” DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN.
3.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY
SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOT
TO EXCEED 60”) AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.
4.THE DEVELOPER/ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
5.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
6.THE DEVELOPER AND ENGINEER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.
7.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY
MOUNTAIN POWER SERVICE POLICY.
8.SEE ROCKY MOUNTAIN POWER ELECTRICAL SITE PLAN FOR OFF-SITE AND ON-SITE ELECTRICAL AND FIBER OPTIC FACILITIES, LAYOUT,
AND INSTALLATION DETAILS.
9.OWNER SHALL BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND
MISCELLANEOUS ELECTRICAL FACILITIES.
10.A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS PERPETUALLY RESERVED WITHIN EACH LOT ALONG ALL ROAD FRONTAGES FOR THE
USE OF PUBLIC UTILITIES OR ANY OTHER USES AS DESIGNATED IN ACCORDANCE WITH THE PLAT FOR THIS SUBDIVISION.
ELECTRICAL NOTES:
HE
N
D
R
I
C
K
S
S
I
T
E
P
L
A
N
VI
C
I
N
I
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N
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S
/
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/
A
B
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/
CO
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S
PR
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D
F
O
R
:
K
E
N
N
A
H
E
N
D
R
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C
K
S
1/
7
/
2
0
R
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V
F
R
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M
C
I
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X
B
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G
MA
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C
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1
6
,
2
0
2
0
RE
V
F
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C
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O
F
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X
B
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G
3/
1
6
/
2
0
3
/
1
6
/
2
0
2/
1
3
/
2
0
R
E
V
F
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M
C
I
T
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O
F
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X
B
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12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
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'
W
12
'
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12
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W
12
'
'
W
12
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12
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W
12
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12
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12
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12
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12
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12
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W
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
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)
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)
SS
)
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)
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)
S
D
S
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S
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S
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D
S
D
S
D
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S
D
S
D
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S
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S
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S
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S
D
S
D
S
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S
D
S
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S
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S
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SD SD SD SD SD SD SD SD
C
O
V
E
R
P
A
T
I
O
WEST 7TH SOUTH
S
O
U
T
H
5
T
H
W
E
S
T
EXISTING SSMH
RIM=4858.92
E, W, N INV=4843.22
EXISTING SSMH
RIM=4859.96
SE INV=4852.33
N, S, W INV=4843.86
EXISTING SSMH
RIM=4859.97
SE INV=4853.17
S INV=4843.56
EXISTING SSMH
RIM=4860.04
E INV=4853.74
NW INV=4853.74
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
EXISTING SSMH
RIM=4859.67
S INV=4844.52
N INV=4844.42
EXISTING CB
GRATE=4859.15
E INV=4854.75
EXISTING SDMH
RIM=4859.66
W INV=4853.91
S INV=4853.66
4860
4
8
5
9
4
8
5
9
4859
FIRE HYDRANT
APPROXIMATELY 165'
FROM PROPERTY CORNER
CONCRETE TO
BE REMOVED
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
2''W 2''W 2''W 2''W 2''W
2''W
2''W
2''W
2''W
2''W
4
8
5
9
48
6
0
48
6
0
4859
4860
GARAGE
SS )SS )
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 1
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 " METER AND METER SETTING DETAIL
W E
S
N
10'
SCALE: 1" = 20'
20'0 20'
DE
S
I
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D
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:
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:
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:
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19
1
3
3
AD
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1"
=
2
0
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DE
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1 2 3 4 5 6
SH
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2 C-
1
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H
M
A
N
N
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
DE
C
E
M
B
E
R
5
,
2
0
1
9
HE
N
D
R
I
C
K
S
S
I
T
E
P
L
A
N
EX
I
S
T
I
N
G
S
I
T
E
C
O
N
D
I
T
I
O
N
S
/
D
E
M
O
L
I
T
I
O
N
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
K
E
N
N
A
H
E
N
D
R
I
C
K
S
16
4
1
0
1.511 ACRES
19
1
3
3
H
E
N
D
R
I
C
K
S
S
I
T
E
P
L
A
N
FIRE HYDRANT
APPROXIMATELY 161'
FROM SOUTHERN
PROPERTY BOUNDARY
GRAVEL TO BE
REMOVED
FIRE HYDRANT NOTE:
THE CITY OF REXBURG INDICATED THERE
IS AN ADDITIONAL FH ACCESS ACROSS
S 5TH WEST APROXIMATELY 100 FEET
WITHIN THE 4-PLEX DEVELOPMENT.
REMOVE
EXISTING
TREES
EXISTING
CURB CUT
EXISTING
CURB & GUTTER
EXISTING
CURB & GUTTER
EXISTING
CONCRETE
EXISTING
CONCRETE
EXISTING GARAGE
TO BE REMOVED
2" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
9" OF GRANULAR BORROW/PITRUN
3" OF 3/4" GRAVEL ROADBASE
TYPICAL PARKING LOT/DRIVEWAY SECTION
1/4" TOOLED RADIUS
TOP OF CONCRETE SIDEWALK TO
BE 1/4" ABOVE BACK OF CURB
2"
1/
4
"
1'
-
0
"
8"
2'-6"
1
3
/
4
"
6"
4
1
/
4
"
1/2"
6"
R=2"
R=3"
3 1
/
2
"
STANDARD CURB AND GUTTER DETAIL
1/
7
/
2
0
R
E
V
F
R
O
M
C
I
T
Y
O
F
R
E
X
B
U
R
G
DISCONNECT AND
ABANDON 2"
WATER SERVICE
SD EXISTING STORM DRAIN MAIN
SS
62.80
TBC
DESCRIPTION
EXISTING SANITARY SEWER MAIN
LINETYPE
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
1''W PROPOSED 1" WATER LINE
EXISTING CONCRETE
EXISTING GROUND CONTOUR4727
62.80
X-TBC
FIBER OPTIC CABLE
EXISTING TREE
4''SS )PROPOSED 4" SEWER LINE
W EXISTING WATER MAIN
2''W PROPOSED 2" WATER LINE
PROPOSED/EXISTING SIGN
PROPOSED/EXISTING STORM DRAIN VAULT
PROPOSED/EXISTING FIBER BOX
PROPOSED/EXISTING POWER BOX
PROPOSED/EXISTING TELEPHONE BOX
PROPOSED/EXISTING CABLE BOX
PROPOSED/EXISTING POWER POLE
PROPOSED/EXISTING GAS BOX
PROPOSED/EXISTING SEWER CLEAN OUT VALVE
PROPOSED/EXISTING WATER METER
PROPOSED/EXISTING IRRIGATION MANIFOLD
PROPOSED/EXISTING IRRIGATION BOX METER
3
/
1
6
/
2
0
FUTURE SIDEWALK FROM
ADA RAMP SOUTH.
2/
1
3
/
2
0
R
E
V
F
R
O
M
C
I
T
Y
O
F
R
E
X
B
U
R
G
59.00
OIL
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
SS
)
S
S
)
S
S
)
S
S
)
S
S
)
S
S
)
S
S
)
S
S
)
S
S
)
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD SD SD SD SD SD SD SD
WEST 7TH SOUTH
S
O
U
T
H
5
T
H
W
E
S
T
EXISTING SSMH
RIM=4858.92
E, W, N INV=4843.22
EXISTING SDMH
RIM=4859.30
18" S & E INV=4857.00
EXISTING STORM VAULT
4X4 GRATE=4860.03
18" W INV=4856.83
E INV=4854.68
EXISTING SSMH
RIM=4859.96
SE INV=4852.33
N, S, W INV=4843.86
EXISTING SSMH
RIM=4859.97
SE INV=4853.17
S INV=4843.56
EXISTING SSMH
RIM=4860.04
E INV=4853.74
NW INV=4853.74
EXISTING CB
GRATE=4859.58
TOP 15" PIPE=4857.00
E INV=4855.90
BOTT=4853.18
EXISTING SSMH
RIM=4860.31
E INV=4844.56
S INV=4844.26
N INV=4844.21
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
X-CABLE BOX
GAS
MARKER
X-TELE BOX
X-SIGNX-SIGNSIGN
GAS
METER
IRRIGATION
MANIFOLD
IRRIGATION
BOX METER
SEWER CLEANOUT
EXISTING SSMH
RIM=4859.67
S INV=4844.52
N INV=4844.42
EXISTING CB
GRATE=4859.15
E INV=4854.75
EXISTING SDMH
RIM=4859.66
W INV=4853.91
S INV=4853.66
FIRE HYDRANT
APPROXIMATELY 165'
FROM PROPERTY CORNER
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
2''W 2''W 2''W 2''W 2''W
2''W
2''W
2''W
2''W
2''W
1
'
'
W
59.20
OIL
60.10
OIL 59.80
DRV
59.80
OIL
59.70
OIL
2.0%
2.0%
2.
0
%
2.
0
%
NEW CURB CUT
NEW
APRON
60.50
CONC/OIL
60.18
CONC/OIL
60.10
CONC/OIL
60.50
CONC/OIL
60.06
CONC/OIL
59.96
CONC/OIL
59.47±
TBW
59.38±
TBW
NEW CURB CUT
NEW
APRON
2%
2%
X-POWER POLE
60.50
CONC/OIL
59.40
OIL
59.86
OIL
60.50
CONC/OIL
59.64
CONC/OIL
60.50
CONC/OIL
60.18
CONC/OIL
60.50
CONC/OIL
59.90
CONC/OIL
60.10
CONC/OIL59.80
CONC/OIL
59.70
CONC/OIL
ABANDON EXISTING
2" WATER SERVICE
2
%
2%
2%
2%
2%
59.64
CONC/OIL X-POWER BOX
X-3X4 FIBER BOX
X-FIBER SIGN
59.40
OIL
C
5
C4
59.00
58.50
EXISTING
DUPLEX
60.00
59.00
60.50
OIL
58.50
57.50
STORM POND/SNOW STORAGE
1.
5
%
59.20
OIL
60.00
OIL
1.5%
60.10
OIL
59.95
OIL
59.60
OIL59.40
OIL
STORM POND/
SNOW STORAGE
WATER
METER
STORM POND/SNOW STORAGE
STORM POND/SNOW STORAGE
STORM POND/
SNOW STORAGE
4''SS )4''SS )4''SS )4''SS )
4
'
'
S
S
)
4
'
'
S
S
)
4''SS )4''SS )4''SS )4''SS )4''SS )4''SS )4''SS )4''SS )
2''W 2''W 2''W 2''W 2''W 6''W 6''W
NEW
DUPLEX
PARCEL 2
NEW
DUPLEX
PARCEL 1
6''W
EXISTING
GARAGE
4''SS )4''SS )4''SS )4''SS )4''SS )4''SS )4''SS )
1
.
5
%
1.
5
%
60.50
CONC/OIL
1.
5
%
1'
'
W
1'
'
W
6'
60.50
CONC/OIL
1.
5
%
20'
9'
20'
20'
20'
N89° 43' 21"E
102.12'
S0
0
°
1
6
'
3
8
"
E
60
.
0
9
'
S89° 46' 26"W
182.09'
N0
0
°
1
6
'
3
8
"
W
64
.
5
4
'
N89° 46' 26"E
67.29'
C3
S0
0
°
1
6
'
3
8
"
E
11
7
.
3
3
'
S0
0
°
1
6
'
0
3
"
E
65
.
0
2
'
S89° 45' 45"W
111.53'
S00° 16' 38"E
5.42'
C
2
S89° 43' 22"W
3.22'
N88° 33' 33"E
110.55'
N89° 49' 01"E
52.18'C1
N0
0
°
1
6
'
3
8
"
W
84
.
9
1
'
4''SS )4''SS )4''SS )4''SS )4''SS )4''SS )4''SS )4''SS )
60.10±
TBW
60.20±
TBW
59.70
OIL
59.35
OIL
59.05
OIL
1.5%
3.
0
%
3
.
0
%
59.70
OIL
1.5%
61.23
TOP STEM WALL
60.17
GARAGE FLOOR
62.37
EX FF
59.92
CONC/OIL
CLEAN OUT W/
TRAFFIC RATED LID
59.70
OIL
CLEAN OUT W/
TRAFFIC RATED LID
SS )SS )
CLEAN OUT W/
TRAFFIC RATED LID
2''W
2'
'
W
Curve Table
Curve #
C1
C2
C3
C4
C5
Length
2.20'
31.82'
31.31'
13.74'
17.66'
Radius
100.00'
20.00'
20.03'
20.00'
20.00'
Delta
1°15'30"
91°09'50"
89°34'40"
39°22'20"
50°34'40"
Chord Bearing
S89° 11' 17"W
N45° 51' 32"W
S45° 15' 47"E
N70° 32' 27"W
S25° 33' 58"E
Chord
2.20'
28.57'
28.22'
13.47'
17.09'
31.40'20.00'89°57'00"S45°15'06"E 28.27'
W E
S
N
10'
SCALE: 1" = 20'
20'0 20'
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
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.
SU
R
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:
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:
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V
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:
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A
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:
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R
T
R
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L
A
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D
19
1
3
3
AD
A
M
S
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A
R
R
1"
=
2
0
'
DE
S
C
R
I
P
T
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DA
T
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V
I
S
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S
1 2 3 4 5 6
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E
E
T
N
O
.
3 C-
2
SH
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T
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L
I
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L
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N
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E
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I
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CI
V
I
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P
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A
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N
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S
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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
DE
C
E
M
B
E
R
5
,
2
0
1
9
HE
N
D
R
I
C
K
S
S
I
T
E
P
L
A
N
OV
E
R
A
L
L
U
T
I
L
I
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Y
S
I
T
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P
L
A
N
/
G
R
A
D
I
N
G
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
K
E
N
N
A
H
E
N
D
R
I
C
K
S
16
4
1
0
19
1
3
3
H
E
N
D
R
I
C
K
S
S
I
T
E
P
L
A
N
EXISTING
CURB & GUTTER
EXISTING
CURB & GUTTER
STORM POND
ASPHALT
PAVING
NOTES:
1. EXISTING DUPLEX AND LOT 2 TO ONLY INGRESS/EGRESS
ONTO 5TH WEST
2.SEE BUILDING PLANS FOR GARAGE FLOOR SLOPE
3.LOT 1:
CURRENT ZONING: LOW DENSITY RESIDENTIAL (LDR2)
MIN. FRONT BUILDING SET BACK = 25'
MIN. SIDE YARD SETBACK: 5'
BACKYARD SETBACK: 20'
LANDSCAPING = 74%
LOT AREA: 0.27 ACRES (11,739 SF)
REQUIRED PARKING = 2 STALLS PER UNIT
LANDSCAPING REQUIRED: 30%
BUILDING AREA: 1292 SF
BUILDING HEIGHT = 24'
4.LOT 2:
CURRENT ZONING: LOW DENSITY RESIDENTIAL (LDR2)
MIN. FRONT BUILDING SET BACK = 25'
MIN. SIDE YARD SETBACK: 5'
BACKYARD SETBACK: 20'
LANDSCAPING = 48%
LOT AREA: 0.26 ACRES (11,251 SF)
REQUIRED PARKING = 2 STALLS PER UNIT
LANDSCAPING REQUIRED: 30%
BUILDING AREA: 1292 SF
BUILDING HEIGHT = 24'
5.6" WL SHALL BE DI CLASS 50 AND SHALL INCLUDE ALL APPURTENANCES &
THRUST BLOCKS REQUIRED FOR COMPLETE INSTALLATION MEETING CITY
STANDARDS. THE 2" WL SHALL BE POLY PIPE AND SHALL INCLUDE ALL
APPURTENANCES & THRUST BLOCKS REQUIRED FOR COMPLETE
INSTALLATION INCLUDING CONNECTION TO THE EXISTING 2" AND
CONNECTION TO THE 1" LINES WITH METERS TO THE DUPLEX UNITS .
6.FRONT GARAGE FLOOR ELEVATION 60.50. SEE ARCHITECTURAL PLANS FOR
F.F. ELEVATIONS.
7.CONTRACTOR TO BE AWARE THERE ARE NUMEROUS UTILITIES WITHIN
PARCEL 1 AND 2 AND SHALL CALL FOR LOCATES PRIOR TO EXCAVATION.
THERE WERE NOT RECORDED EASEMENTS FOUND ON SAID UTILITIES;
HOWEVER EASEMENTS ARE NOW WRITTEN FOR THE SANITARY SEWER
AND WATER MAINS WITHIN LOT 1 OF THIS SITE PLAN.
1/
7
/
2
0
R
E
V
F
R
O
M
C
I
T
Y
O
F
R
E
X
B
U
R
G
CONNECT (HOT TAP)
6" WATER MAIN
TO EXISTING WATER
MAIN & THRUST BLOCK
P P P
CONNECT NEW 2" WATER SERVICE TO
EXISTING 2" WATER SERVICE TO SERVE
PROPERTIES TO THE WEST
INSTALL 6" TEE, FH &
AND THRUST BLOCK2"- 90° BENDS &
THRUST BLOCK
P
3
/
1
6
/
2
0
FUTURE SIDEWALK
BY OTHERS
INSTALL 5' SIDEWALK FROM
ADA RAMP TO SOUTH PROPERTY
LINE.
CONTRACTOR TO RELOCATE EXISTING 4" SS SERVICE
A MINIMUM OF 4' SOUTH OF THE PROPOSED DUPLEX.
CONTRACTOR TO INSTALL 60 LF OF C900 WATER MAIN
ENCASEMENT PIPE ALONG THE DUPLEX AS SHOWN.
CONTRACTOR TO INSTALL CLEAN-OUTS AT ALL DIRECTION
CHANGES AND ENSURE SLOPE IS MET MEETING THE
STATE PLUMBING CODE. CONTRACTOR TO ABANDON
THE OLD SS SERVICE BETWEEN CONNECTIONS
2/
1
3
/
2
0
C
I
T
Y
O
F
R
E
X
B
U
R
G
R
E
V
I
E
W
CONNECT TO EXISTING 4" SS
SERVICE AND INSTALL CO
CONNECT TO EXISTING 4" SS
SERVICE PIPE INSTALLED BY
THE CITY AND INSTALL CO
CONNECT TO EXISTING SS
EXTEND 4" SS SERVICE TO THE
DUPLEX IN PARCEL 2 MEETING
STATE/JURISDICTIONAL
PLUMBING CODES
CONTRACTOR TO LOCATE (FIELD VERIFY) AND CAMERA BOTH
SS SERVICE LINES FROM EXISTING DUPLEX. CONTRACTOR TO
CONNECT BOTH SS SERIVCE LINES BEHIND SIDEWALK TO THE
DEEPER LINE PER THE CITY OF REXBURG AND INSTALL
SEWER CLEANOUT
INSTALL 2"x1"
TEE AND 1"
WATER METERS
CONNECT TO EXISTING SS
INSTALL 4" SS SERVICE TO THE DUPLEX IN PARCEL 1
MEETING STATE/JURISDICTIONAL PLUMBING CODES
INSTALL 6"X 2" REDUCER
(6" DI PIPE TO THE 2"
POLY PIPE). ENSURE THE
2" WATER SERVICES ARE
PLACED IN THE 6" MAIN
PRIOR TO THE
INSTALLATION OF THE
REDUCER.
CONTRACTOR EXPOSED THE STORM LINE WHICH CONSISTS OF
18" CMP. CONTRACTOR TO INSTALL WATER TIGHT BANDS
AROUND EACH CONNECTION IN THE EVENT THE CMP IS FOUND
TO BE IN POOR CONDITION, THE CONTRACTOR SHALL REPLACE
A MINIMUM OF 80 LF OF 18" CMP WITH 18" PVC STORM DRAIN
PIPE AND ENSURE BANDS/SEALS ARE INSTALLED AT BOTH ENDS
AND SEALING USING CONCRETE AROUND THE BANDS TO
ENSURE PIPE DOES NOT LEAK AROUND THE DISSIMILAR PIPE
JOINTS. CONTRACTOR TO ALSO ENSURE PIPE IS EXTENDED AND
SEALED A MINIMUM OF 10' PAST THE 2" WATER LINE SERVICE
AND INSTALL CASING AROUND THE 2" WATER LINE
2" W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
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SD SD SD SD SD SD SD SD
C
O
V
E
R
P
A
T
I
O
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
4860
4
8
5
9
4
8
5
9
4859
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
2''W 2''W 2''W 2''W 2''W
2''W
2''W
2''W
2''W
2''W
4
8
5
9
48
6
0
48
6
0
4859
4860
STORM
AREA
1
STORM
AREA
3
STORM
AREA
1
STORM
AREA
2
STORM
AREA
2
STORM AREA
3
59.00
58.50
EXISTING
DUPLEX
60.00
59.00
58.50
57.50
STORM POND/SNOW STORAGE STORM POND/
SNOW STORAGE
STORM POND/SNOW STORAGE
STORM POND/SNOW STORAGE
STORM POND/
SNOW STORAGE
NEW
DUPLEX
PARCEL 2
NEW
DUPLEX
PARCEL 1
EXISTING
GARAGE
SS )SS )
W E
S
N
10'
SCALE: 1" = 20'
20'0 20'
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
19
1
3
3
AD
A
M
S
N
A
R
R
1"
=
2
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
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f
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l
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t
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d
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r
m
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i
t
h
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u
t
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h
e
w
r
i
t
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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
.
JU
L
I
E
L
E
H
M
A
N
N
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
DE
C
E
M
B
E
R
5
,
2
0
1
9
HE
N
D
R
I
C
K
S
S
I
T
E
P
L
A
N
ST
O
R
M
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
K
E
N
N
A
H
E
N
D
R
I
C
K
S
16
4
1
0
19
1
3
3
H
E
N
D
R
I
C
K
S
S
I
T
E
P
L
A
N
NOTES:
DRAIN GUTTERS TO BE DIRECTED TO DRAINAGE PONDS
1/
7
/
2
0
R
E
V
F
R
O
M
C
I
T
Y
O
F
R
E
X
B
U
R
G
MA
R
C
H
1
6
,
2
0
2
0
RE
V
F
R
O
M
C
I
T
Y
O
F
R
E
X
B
U
R
G
3/
1
6
/
2
0
3
/
1
6
/
2
0
INSTALL 5' SIDEWALK FROM
ADA RAMP TO SOUTH PROPERTY
LINE.
RE
V
F
R
O
M
C
I
T
Y
O
F
R
E
X
B
U
R
G
2/
1
3
/
2
0