HomeMy WebLinkAboutSITE PLAN - 23-00257 - Juniper Sands Apartments - Bldg #4 - 60 UnitsFile Location:z:\projects\2023\23013 palisade apartments\3.0 design\3.1 cad\3.13 final\23013 cover.dwgPlotted By:russellDate Plotted:Friday, March 3 2023 at 02:32 PM
1
G-0
COVER
C
I
V
I
L
S
I
T
E
W
O
R
K
F
O
R
:
PART OF THE SOUT
H
E
A
S
T
Q
U
A
R
T
E
R
O
F
S
E
C
T
I
O
N
2
5
,
T
O
W
N
S
H
I
P
6
N
O
R
T
H
,
R
A
N
G
E
3
9
E
A
S
T
,
B
O
I
S
E
M
E
R
I
D
I
A
N
,
C
I
T
Y
O
F
R
E
X
B
U
R
G
,
M
A
D
I
S
O
N
C
O
U
N
T
Y
,
I
D
A
H
O
A
P
P
R
O
V
E
D
B
Y
:
C
I
T
Y
O
F
R
E
X
B
U
R
G
E
N
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
A
P
P
R
O
V
E
D
B
Y
:
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
A
P
P
R
O
V
E
D
B
Y
:
M
A
D
I
S
O
N
F
I
R
E
D
E
P
A
R
T
M
E
N
T
A
P
P
R
O
V
E
D
B
Y
:
L
U
M
E
N
A
P
P
R
O
V
E
D
B
Y
:
I
N
T
E
R
M
O
U
N
T
A
I
N
G
A
S
P
A
L
I
S
A
D
E
S
A
P
A
R
T
M
E
N
T
M
a
r
c
h
2
0
2
3
D
e
s
i
g
n
e
d
B
y
:
A
G
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
C
I
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
I
D
A
H
O
F
A
L
L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
E
R
E
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
IDAHO FALLS REXBURGBLACKFOOTCHUBBUCKTWIN FALLS SUN VALLEY CASCADE McCALLBOISE MOSCOW COUER d'ALENERUPERTSALMONAMMONST.ANTHONY ISLAND PARKPOCATELLOMOUNTAINHOMERIGBYIONASHELLEY
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
(
V
O
L
M
O
S
S
R
D
)
.
P
R
O
J
E
C
T
L
O
C
A
T
I
O
N
M
A
R
L
I
N
A
V
E
.
W
.
1
0
0
0
S
t
S
.
P
I
O
N
E
E
R
R
D
.
T
U
R
I
N
W
A
Y
W
E
S
N
H
A
N
D
C
A
R
T
L
n
P
I
O
N
E
E
R
R
D
.
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
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.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
VENTURE BUILDERS
PALISADES APARTMENT A. SNARR
R. JORDAN
P.SNARR
23013PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
S
H
E
E
T
I
N
D
E
X
S
H
E
E
T
N
o
.
S
H
E
E
T
N
A
M
E
S
H
E
E
T
T
I
T
L
E
1
G
-
0
C
O
V
E
R
2
G
-
1
N
O
T
E
S
3
C
-
1
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
4
C
-
2
O
V
E
R
A
L
L
S
I
T
E
P
L
A
N
5
C
-
3
S
T
O
R
M
D
R
A
I
N
A
G
E
P
L
A
N
6
S
W
P
P
P
S
T
O
R
M
W
A
T
E
R
P
O
L
L
U
T
I
O
N
P
R
E
V
E
N
T
I
O
N
P
L
A
N
7
D
-
1
D
E
T
A
I
L
S
File Location:z:\projects\2023\23013 palisade apartments\3.0 design\3.1 cad\3.13 final\23013 notes.dwgPlotted By:russellDate Plotted:Friday, March 3 2023 at 02:32 PM
2
G-1
NOTES
GID
U
O
Y
E
R
O
F
E
B
L
L
A
C
D
I
G
L
I
N
E
1
-
8
0
0
-
3
4
2
-
1
5
8
5
E
L
E
C
T
R
I
C
A
L
N
O
T
E
S
:
1.ALL TRAFFIC SIGNS SHALL BE DESIGNED, CONSTRUCTED AND PLACED IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES (MUTCD) WITH THE FOLLOWING EXCEPTIONS:2.ALL STOP AND YIELD SIGNS USED IN ANY SUBDIVISION SHALL BE A MINIMUM 30”X 30”. ENGINEER GRADE SHEETING SHALL NOT BEALLOWED.3.ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4” LEGEND. BOTH BACKGROUND AND LEGEND SHALL BE REFLECTIVESTANDARD COLORS WITH WHITE LEGEND AND GREEN BACKGROUND EXCEPT PRIVATE ROADS, WHICH WILL HAVE A BLUEBACKGROUND.4.SUBSTRATE MATERIAL SHALL BE ALUMINUM; NO FIBERGLASS OR PLASTIC WILL BE ACCEPTED.5.THE MINIMUM SIZE FOR SPEED LIMIT SIGNS SHALL BE 24”W X 30”L WITH BLACK LEGEND ON WHITE BACKGROUND.6.POSTS SHALL BE METAL AND SHALL BE ANCHORED WITH A “SOIL TYPE” ANCHOR. NO CONCRETE SHALL BE USED AS AN ANCHOR.POSTS SHALL BE 2”X 2” SQUARE AND SHALL MEET BREAK-A-WAY STANDARDS OF THE STATE OF IDAHO. NO U-CHANNEL SHALL BEUSED.7.THE MINIMUM HEIGHT OF SIGNS SHALL BE 6' FROM THE ROAD SURFACE TO THE BOTTOM OF THE SIGN.8.MAINTENANCE OF ALL STREET AND TRAFFIC SIGNS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE STREETS AREOFFICIALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF REXBURG.SIGNAGE NOTES:GENERAL NOTES:
1
.
A
L
L
N
E
W
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
C
U
R
R
E
N
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
S
E
R
V
I
C
E
P
O
L
I
C
Y
.
2
.
D
E
V
E
L
O
P
E
R
S
H
A
L
L
B
E
A
R
A
L
L
C
O
S
T
S
T
O
R
E
L
O
C
A
T
E
O
R
R
E
M
O
V
E
E
X
I
S
T
I
N
G
P
O
W
E
R
P
O
L
E
S
,
L
I
G
H
T
P
O
L
E
S
,
A
N
C
H
O
R
G
U
Y
S
A
N
D
M
I
S
C
E
L
L
A
N
E
O
U
S
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
.
3
.
A
L
L
P
V
C
E
L
E
C
T
R
I
C
C
O
N
D
U
I
T
S
S
H
A
L
L
B
E
P
V
C
S
C
H
E
D
U
L
E
4
0
.
A
L
L
F
I
B
E
R
G
L
A
S
S
C
O
N
D
U
I
T
S
S
H
A
L
L
M
E
E
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
'
S
M
A
R
K
I
N
G
A
N
D
S
T
R
E
N
G
T
H
R
A
T
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
.
C
O
N
D
U
I
T
D
I
A
M
E
T
E
R
S
S
H
A
L
L
M
E
E
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
'
S
D
E
S
I
G
N
.
A
L
L
E
L
B
O
W
S
S
W
E
E
P
R
A
D
I
I
S
H
A
L
L
B
E
3
6
”
,
4
8
”
O
R
6
0
”
D
E
P
E
N
D
I
N
G
O
N
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
'
S
D
E
S
I
G
N
.
4
.
A
L
L
P
R
I
M
A
R
Y
A
N
D
S
E
C
O
N
D
A
R
Y
C
O
N
D
U
I
T
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
A
N
D
I
N
S
T
A
L
L
E
D
B
Y
T
H
E
D
E
V
E
L
O
P
E
R
.
5
.
T
R
E
N
C
H
E
X
C
A
V
A
T
I
O
N
A
N
D
C
O
N
D
U
I
T
P
L
A
C
E
M
E
N
T
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
S
E
R
V
I
C
E
P
O
L
I
C
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
O
S
H
A
S
T
A
N
D
A
R
D
S
.
C
O
N
D
U
I
T
T
R
E
N
C
H
D
E
P
T
H
S
S
H
A
L
L
B
E
B
E
T
W
E
E
N
3
6
”
A
N
D
4
8
”
(
N
O
T
T
O
E
X
C
E
E
D
6
0
”
)
A
N
D
I
N
C
L
U
D
E
T
H
E
R
E
Q
U
I
R
E
D
S
A
N
D
P
L
A
C
E
M
E
N
T
B
E
L
O
W
A
N
D
A
B
O
V
E
T
H
E
P
L
A
C
E
D
C
O
N
D
U
I
T
.
6
.
T
H
E
E
N
G
I
N
E
E
R
S
H
A
L
L
P
R
O
V
I
D
E
A
L
L
S
T
A
K
I
N
G
A
N
D
L
A
Y
O
U
T
O
F
N
E
W
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
I
N
C
L
U
D
I
N
G
P
O
W
E
R
P
O
L
E
S
.
7
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
R
E
T
A
I
N
A
N
D
P
R
O
T
E
C
T
A
L
L
E
X
I
S
T
I
N
G
P
O
W
E
R
P
O
L
E
S
A
N
D
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
8
.
T
H
E
D
E
V
E
L
O
P
E
R
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
A
L
L
E
L
E
C
T
R
I
C
A
L
C
O
N
S
T
R
U
C
T
I
O
N
W
I
T
H
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
.
9
.
C
L
E
A
R
A
N
C
E
B
E
T
W
E
E
N
O
V
E
R
H
E
A
D
P
O
W
E
R
A
N
D
N
E
W
B
U
I
L
D
I
N
G
S
T
R
U
C
T
U
R
E
S
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
M
E
E
T
I
N
G
T
H
E
C
U
R
R
E
N
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
S
E
R
V
I
C
E
P
O
L
I
C
Y
.
1
0
.
S
E
E
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
E
L
E
C
T
R
I
C
A
L
S
I
T
E
P
L
A
N
F
O
R
O
F
F
-
S
I
T
E
A
N
D
O
N
-
S
I
T
E
E
L
E
C
T
R
I
C
A
L
L
A
Y
O
U
T
A
N
D
I
N
S
T
A
L
L
A
T
I
O
N
D
E
T
A
I
L
S
.
I
N
T
H
E
E
V
E
N
T
T
H
E
F
I
B
E
R
O
P
T
I
C
U
T
I
L
I
T
Y
E
L
E
C
T
S
T
O
U
S
E
T
H
E
S
A
M
E
T
R
E
N
C
H
,
T
H
E
Y
M
U
S
T
M
E
E
T
N
E
S
C
U
N
D
E
R
G
R
O
U
N
D
U
T
I
L
I
T
Y
C
L
E
A
R
A
N
C
E
S
.
1
1
.
A
1
5
F
O
O
T
W
I
D
E
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
I
S
P
E
R
P
E
T
U
A
L
L
Y
R
E
S
E
R
V
E
D
W
I
T
H
I
N
E
A
C
H
L
O
T
A
L
O
N
G
A
L
L
R
O
A
D
F
R
O
N
T
A
G
E
S
F
O
R
T
H
E
U
S
E
O
F
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
W
I
T
H
I
N
T
H
I
S
S
U
B
D
I
V
I
S
I
O
N
.
N
O
P
E
R
M
A
N
E
N
T
S
T
R
U
C
T
U
R
E
S
,
S
I
D
E
W
A
L
K
S
,
A
N
D
D
R
I
V
E
W
A
Y
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
O
V
E
R
S
A
I
D
E
A
S
E
M
E
N
T
(
O
T
H
E
R
T
H
A
N
C
R
O
S
S
I
N
G
S
)
I
N
O
R
D
E
R
F
O
R
T
H
E
U
T
I
L
I
T
Y
C
O
M
P
A
N
I
E
S
T
O
M
A
I
N
T
A
I
N
.
F
I
R
E
D
E
P
A
R
T
M
E
N
T
N
O
T
E
S
:
1
.
T
U
R
N
I
N
G
R
A
D
I
U
S
(
C
U
L
-
D
E
-
S
A
C
S
/
H
A
M
M
E
R
H
E
A
D
S
)
S
H
A
L
L
M
E
E
T
I
F
C
D
1
0
3
.
4
.
D
E
A
D
E
N
D
S
S
H
A
L
L
R
E
Q
U
I
R
E
A
9
6
'
D
I
A
M
E
T
E
R
C
U
L
-
D
E
-
S
A
C
F
O
R
T
U
R
N
I
N
G
E
M
E
R
G
E
N
C
Y
V
E
H
I
C
L
E
S
.
T
H
E
C
U
L
-
D
E
-
S
A
C
D
E
S
I
G
N
F
O
R
T
H
I
S
S
U
B
D
I
V
I
S
I
O
N
I
S
D
E
S
I
G
N
E
D
W
I
T
H
A
9
8
'
D
I
A
M
E
T
E
R
T
U
R
N
A
R
O
U
N
D
F
R
O
M
B
A
C
K
O
F
C
U
R
B
S
(
9
6
'
T
U
R
N
I
N
G
W
I
D
T
H
)
.
2
.
F
I
R
E
C
O
D
E
S
I
G
N
A
G
E
S
H
A
L
L
B
E
D
E
T
E
R
M
I
N
E
D
B
Y
T
H
E
F
I
R
E
C
O
D
E
O
F
F
I
C
I
A
L
.
W
H
E
N
R
E
Q
U
I
R
E
D
,
S
I
G
N
S
M
E
E
T
I
N
G
I
F
C
D
1
0
3
.
6
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
(
R
E
Q
U
I
R
E
D
U
P
O
N
O
F
F
I
C
I
A
L
O
R
W
H
E
N
S
T
R
E
E
T
S
C
O
M
I
N
G
I
N
T
O
D
E
A
D
E
N
D
S
A
R
E
L
E
S
S
T
H
A
N
2
6
'
I
N
W
I
D
T
H
A
N
D
T
H
E
T
U
R
N
I
N
G
R
A
D
I
U
S
D
O
E
S
N
O
T
M
E
E
T
9
6
'
D
I
A
M
E
T
E
R
)
.
1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES(RESOLUTION 2016-15).2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICTTHE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.3.BASIS OF BEARINGS CITY OF REXBURG CONTROL.4.ELEVATIONS SHOWN ARE NAVD 88 DATUM TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHTINTERFERE WITH NORMAL OPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEAPPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TOBEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES ANDFOR 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 ADDITIONALMATERIAL 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, COMPACTIONAND DUST CONTROL MEASURES.8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTHWHILE STILL MEETING REGULATORY REQUIREMENTS. FOR BIDDING PURPOSES CONTACT OWNER FOR TEST HOLE DEPTH OF ROCK.9.DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TO WALK JOB AND IDENTIFY DEMOLITIONWORK PRIOR TO BIDDING.10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED ANDMAINTAINED BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTEDAND CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITYENGINEER. FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OF BUILDINGPERMITS, CERTIFICATE OF OCCUPANCY, AND WATER OR ELECTRICAL SERVICE.11.LANDSCAPING SIGNS NOT TO EXCEED 3 FEET IN HEIGHT IN THE CLEAR SIGHT TRIANGLE.12.THERE SHALL BE A 15-FOOT WIDE PUBLIC UTILITY EASEMENT WITHIN EACH LOT ALONG ALL ROAD/STREET FRONTAGES FOR POWER,PHONE, CABLE, GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERS AND PHONE BOXES WILL BEFIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEEN CONSTRUCTED TO SUBGRADE AND SIDE SLOPESHAVE BEEN COMPLETED.13.ALL FRONTAGE PUBLIC UTILITY EASEMENTS (PUE) SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE.14.LUMEN/CENTURY LINK/SPARKLIGHT USES THE SAME TRENCH AS ROCKY MOUNTAIN POWER AND REQUIRES CONDUITS (CONTRACTORSHALL NOTIFY ALL FOR SCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTION STAKING OF POWER SHALL BECONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZE MEETING ROCKY MOUNTAIN POWER DESIGNPRIOR TO CONSTRUCTION.15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURAL GAS MUST BE INA SEPARATE TRENCH.16.A 12” SPACING SHALL BE REQUIRED BETWEEN DIFFERENT UTILITIES IN THE SAME TRENCH.17.CONTRACTOR SHALL CONTACT DIG-LINE AT 811, (800) 342-1585 OR (208) 342-1585 PRIOR TO ANY UTILITY CONSTRUCTION.WATER NOTES:1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS ANDSPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTALSEPARATION DISTANCES AND SLOPE REQUIREMENTS.2.ALL WATER MAIN LINE SHALL BE CLASS 50 DUCTILE IRON MEETING AWWA C-151.3.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.4.WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWERMEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS ATAPPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.5.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.6.FIRE HYDRANTS SHALL HAVE TWO 2-1/2” DIAMETER HOSE NOZZLES AND ONE 4-1/2” DIAMETER HOSE NOZZLE PER CITY STANDARDS.7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TO CONTACT DIG LINE PRIOR TO ALLEXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICESREQUIRED.8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATEOF IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR ANDMOUNTED IN A HORIZONTAL POSITION WITHIN A HEATED MECHANICAL ROOM.9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THE INTERNATIONAL FIRE CODE AND SHALLINCLUDE ALL APPURTENANCES (IF APPLICABLE).10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATERSERVICES.11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWASTANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING ANDDISINFECTION OF WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWASTANDARDS REQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.
S
T
O
R
M
S
E
W
E
R
N
O
T
E
S
:
1
.
A
L
L
S
T
O
R
M
S
E
W
E
R
S
H
A
L
L
M
E
E
T
C
U
R
R
E
N
T
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
T
H
I
S
S
H
A
L
L
I
N
C
L
U
D
E
A
L
L
M
A
T
E
R
I
A
L
S
,
L
A
B
O
R
,
A
N
D
I
N
S
T
A
L
L
A
T
I
O
N
I
N
C
L
U
D
I
N
G
V
E
R
T
I
C
A
L
A
N
D
H
O
R
I
Z
O
N
T
A
L
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
S
A
N
D
S
L
O
P
E
R
E
Q
U
I
R
E
M
E
N
T
S
.
2
.
S
E
P
A
R
A
T
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
:
W
A
T
E
R
L
I
N
E
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
O
F
T
E
N
(
1
0
)
F
E
E
T
F
R
O
M
A
N
Y
S
A
N
I
T
A
R
Y
S
E
W
E
R
O
R
S
T
O
R
M
S
E
W
E
R
M
E
A
S
U
R
E
D
F
R
O
M
T
H
E
O
U
T
S
I
D
E
O
F
E
A
C
H
P
I
P
E
A
S
O
U
T
L
I
N
E
D
I
N
T
H
E
I
S
P
W
C
2
0
2
0
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
D
-
4
0
7
,
C
R
O
S
S
A
T
A
P
P
R
O
X
I
M
A
T
E
L
Y
R
I
G
H
T
A
N
G
L
E
S
W
I
T
H
F
U
L
L
P
I
P
E
S
E
C
T
I
O
N
S
,
A
N
D
M
I
N
I
M
U
M
O
F
1
.
5
F
E
E
T
O
F
V
E
R
T
I
C
A
L
S
E
P
A
R
A
T
I
O
N
.
3
.
S
T
O
R
M
D
R
A
I
N
P
I
P
E
S
H
A
L
L
M
E
E
T
O
N
E
O
F
T
H
E
F
O
L
L
O
W
I
N
G
:
P
V
C
S
D
R
3
5
M
E
E
T
I
N
G
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
A
S
T
M
D
3
0
3
4
F
O
R
D
I
A
M
E
T
E
R
S
1
8
”
O
R
L
E
S
S
,
A
S
T
M
F
6
7
9
F
O
R
D
I
A
M
E
T
E
R
S
1
8
”
O
R
G
R
E
A
T
E
R
,
P
V
C
R
I
B
B
E
D
P
I
P
E
M
E
E
T
I
N
G
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
A
S
T
M
F
7
9
4
M
E
E
T
I
N
G
T
H
E
C
U
R
R
E
N
T
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
D
R
A
W
I
N
G
S
.
4
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
E
R
F
O
R
M
T
E
S
T
I
N
G
A
N
D
C
L
E
A
N
I
N
G
O
F
S
E
W
E
R
M
A
I
N
S
M
E
E
T
I
N
G
C
I
T
Y
S
T
A
N
D
A
R
D
S
.
S
A
N
I
T
A
R
Y
S
E
W
E
R
N
O
T
E
S
:
1
.
A
L
L
S
E
W
E
R
M
A
I
N
S
H
A
L
L
B
E
P
V
C
S
D
R
3
5
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
D
3
0
3
4
W
A
T
E
R
M
A
I
N
A
N
D
S
E
R
V
I
C
E
S
H
A
L
L
M
E
E
T
C
U
R
R
E
N
T
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
T
H
I
S
S
H
A
L
L
I
N
C
L
U
D
E
A
L
L
M
A
T
E
R
I
A
L
S
,
L
A
B
O
R
,
A
N
D
I
N
S
T
A
L
L
A
T
I
O
N
I
N
C
L
U
D
I
N
G
V
E
R
T
I
C
A
L
A
N
D
H
O
R
I
Z
O
N
T
A
L
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
S
A
N
D
S
L
O
P
E
R
E
Q
U
I
R
E
M
E
N
T
S
.
2
.
S
E
P
A
R
A
T
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
:
W
A
T
E
R
L
I
N
E
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
O
F
T
E
N
(
1
0
)
F
E
E
T
F
R
O
M
A
N
Y
S
A
N
I
T
A
R
Y
S
E
W
E
R
O
R
S
T
O
R
M
S
E
W
E
R
M
E
A
S
U
R
E
D
F
R
O
M
T
H
E
O
U
T
S
I
D
E
O
F
E
A
C
H
P
I
P
E
A
S
O
U
T
L
I
N
E
D
I
N
T
H
E
I
S
P
W
C
2
0
2
0
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
D
-
4
0
7
,
C
R
O
S
S
A
T
A
P
P
R
O
X
I
M
A
T
E
L
Y
R
I
G
H
T
A
N
G
L
E
S
W
I
T
H
F
U
L
L
P
I
P
E
S
E
C
T
I
O
N
S
,
A
N
D
M
I
N
I
M
U
M
O
F
1
.
5
F
E
E
T
O
F
V
E
R
T
I
C
A
L
S
E
P
A
R
A
T
I
O
N
.
3
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
E
R
F
O
R
M
T
E
S
T
I
N
G
A
N
D
C
L
E
A
N
I
N
G
O
F
S
E
W
E
R
M
A
I
N
S
M
E
E
T
I
N
G
C
I
T
Y
S
T
A
N
D
A
R
D
S
.
B
T
M
B
O
T
T
O
M
B
L
D
G
B
U
I
L
D
I
N
G
C
B
C
A
T
C
H
B
A
S
I
N
C
L
C
E
N
T
E
R
L
I
N
E
C
O
N
C
C
O
N
C
R
E
T
E
D
I
A
D
I
A
M
E
T
E
R
E
L
E
V
E
L
E
V
A
T
I
O
N
E
O
E
D
G
E
O
F
O
I
L
E
X
E
X
I
S
T
I
N
G
F
H
F
I
R
E
H
Y
D
R
A
N
T
F
L
F
L
O
W
L
I
N
E
F
W
F
A
C
E
O
F
W
A
L
K
H
O
R
Z
H
O
R
I
Z
O
N
T
A
L
H
P
H
I
G
H
P
O
I
N
T
I
F
S
C
I
T
Y
O
F
I
D
A
H
O
F
A
L
L
S
S
T
A
N
D
A
R
D
S
I
N
V
I
N
V
E
R
T
L
F
L
I
N
E
A
R
F
E
E
T
L
P
L
O
W
P
O
I
N
T
M
A
X
M
A
X
I
M
U
M
M
H
M
A
N
H
O
L
E
M
I
N
M
I
N
I
M
U
M
M
X
M
A
T
C
H
E
X
I
S
T
I
N
G
O
S
H
A
O
C
C
U
P
A
T
I
O
N
A
L
S
A
F
E
T
Y
&
H
E
A
L
T
H
A
D
M
I
N
I
S
T
R
A
T
I
O
N
P
C
P
O
I
N
T
O
F
C
U
R
V
A
T
U
R
E
P
T
P
O
I
N
T
O
F
T
A
N
G
E
N
T
P
.
U
.
E
.
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
P
V
C
P
O
L
Y
V
I
N
Y
L
C
H
L
O
R
I
D
E
R
E
Q
'
D
R
E
Q
U
I
R
E
D
M
H
M
A
N
H
O
L
E
S
D
S
T
O
R
M
D
R
A
I
N
S
S
M
H
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
N
H
O
L
E
S
T
A
S
T
A
T
I
O
N
I
N
G
T
B
C
T
O
P
B
A
C
K
O
F
C
U
R
B
T
B
R
C
T
O
P
B
A
C
K
R
I
B
B
O
N
C
U
R
B
T
Y
P
T
Y
P
I
C
A
L
V
E
R
T
V
E
R
T
I
C
A
L
V
G
V
A
L
L
E
Y
G
U
T
T
E
R
E
X
E
X
I
S
T
I
N
G
X
G
E
X
I
S
T
I
N
G
G
R
O
U
N
D
A
B
B
R
E
V
I
A
T
I
O
N
S
:
D
E
S
C
R
I
P
T
I
O
N
P
R
E
S
S
U
R
E
L
I
N
E
(
W
A
T
E
R
L
I
N
E
)
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
I
N
L
I
N
E
T
Y
P
E
G
A
S
L
I
N
E
F
E
N
C
E
L
I
N
E
G
G
U
G
P
O
H
P
U
N
D
E
R
G
R
O
U
N
D
P
O
W
E
R
L
I
N
E
O
V
E
R
H
E
A
D
P
O
W
E
R
L
I
N
E
T
E
L
E
P
H
O
N
E
L
I
N
E
F
I
B
E
R
O
P
T
I
C
F
O
P
R
O
P
O
S
E
D
/
E
X
I
S
T
I
N
G
E
L
E
V
A
T
I
O
N
P
R
O
P
O
S
E
D
/
E
X
I
S
T
I
N
G
F
I
R
E
H
Y
D
R
A
N
T
P
R
O
P
O
S
E
D
/
E
X
I
S
T
I
N
G
V
A
L
V
E
P
R
O
P
O
S
E
D
/
E
X
I
S
T
I
N
G
C
U
R
B
A
N
D
G
U
T
T
E
R
P
R
O
P
O
S
E
D
/
E
X
I
S
T
I
N
G
S
T
R
E
E
T
L
I
G
H
T
P
R
O
P
O
S
E
D
/
E
X
I
S
T
I
N
G
P
O
W
E
R
P
O
L
E
E
X
I
S
T
.
P
R
O
.
D
E
S
C
R
I
P
T
I
O
N
P
R
O
P
O
S
E
D
/
E
X
I
S
T
I
N
G
M
A
N
H
O
L
E
P
R
O
P
O
S
E
D
/
E
X
I
S
T
I
N
G
S
T
O
R
M
D
R
A
I
N
I
N
L
E
T
P
R
O
P
O
S
E
D
A
S
P
H
A
L
T
D
R
A
I
N
A
G
E
F
L
O
W
A
R
R
O
W
L
E
G
E
N
D
0
.
7
5
%
B
O
U
N
D
A
R
Y
L
I
N
E
C
E
N
T
E
R
L
I
N
E
S
E
C
T
I
O
N
L
I
N
E
C
O
N
C
R
E
T
E
E
X
I
S
T
I
N
G
G
R
O
U
N
D
C
O
N
T
O
U
R
4
7
2
7
8
"
W
(
8
"
S
S
T
B
C
7
2
.
1
0
X
G
=
7
2
.
1
0
P
R
O
J
E
C
T
M
A
N
A
G
E
R
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
K
U
R
T
R
O
L
A
N
D
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
(
2
0
8
)
5
4
2
-
2
6
6
5
O
F
F
I
C
E
P
R
O
J
E
C
T
E
N
G
I
N
E
E
R
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
P
A
U
L
S
N
A
R
R
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
(
2
0
8
)
5
4
2
-
2
6
6
5
C
I
T
Y
E
N
G
I
N
E
E
R
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
K
E
I
T
H
D
A
V
I
D
S
O
N
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
(
2
0
8
)
3
5
9
-
3
0
2
0
P
R
O
J
E
C
T
C
O
N
T
A
C
T
S
:
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
S
T
O
R
M
D
R
A
I
N
M
A
I
N
(
1
2
"
S
D
I
D
A
H
O
D
E
P
A
R
T
M
E
N
T
O
F
E
N
V
I
R
O
N
M
E
N
T
A
L
Q
U
A
L
I
T
Y
(
D
E
Q
)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
C
A
R
L
I
N
F
E
I
S
T
H
A
M
E
L
,
P
E
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
(
2
0
8
)
5
8
2
-
2
6
5
0
R
I
P
-
R
A
P
D
I
G
L
I
N
E
(
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
(
8
0
0
)
3
4
2
-
1
5
8
5
M
A
D
I
S
O
N
F
I
R
E
D
E
P
A
R
T
M
E
N
T
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
S
T
A
N
C
R
I
T
T
E
N
D
E
N
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
(
2
0
8
)
3
5
9
-
3
0
1
0
P
R
O
P
O
S
E
D
L
I
P
U
P
1
8
"
C
U
R
B
&
G
U
T
T
E
R
G
R
A
D
E
B
R
E
A
K
G
B
G
B
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
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.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
VENTURE BUILDERS
PALISADES APARTMENT A. SNARR
R. JORDAN
P.SNARR
23013PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
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
WWWW
W
W
W
W
W
W
W
W
S
S
S
S
S
S
SSSSSSSSSSSSSSSSSSSSS
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 SSSSSSSSSSSSSSSS
W
W
W
W
W
SSSSSDSDSDSD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSD 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
SSSSSSSS
W W W W W W W W W W W W W W W W
W W
W
SD
SD
SD
S
S
S
S
WWWWWWWWW
W
W
W
W
W
W
W
W
W
4
8
5
7
48574857
4
8
5
7
48
5
8
P
I
O
N
E
E
R
V
I
L
L
A
G
E
L
O
T
1
,
B
L
O
C
K
2
P
I
O
N
E
E
R
V
I
L
L
A
G
E
L
O
T
2
,
B
L
O
C
K
2
(
V
E
R
I
F
Y
L
O
T
N
o
.
)
T
R
A
N
S
F
O
R
M
E
R
C
A
B
L
E
B
O
X
C
O
M
M
B
O
X
File Location:z:\projects\2023\23013 palisade apartments\3.0 design\3.1 cad\3.13 final\23013 existing conditions.dwgPlotted By:russellDate Plotted:Friday, March 3 2023 at 02:32 PM
1
.
C
O
N
T
R
A
C
T
O
R
T
O
I
N
S
P
E
C
T
S
I
T
E
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
T
O
V
E
R
I
F
Y
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
.
2
.
N
O
D
E
M
O
I
S
R
E
Q
U
I
R
E
D
.
3
.
P
R
E
S
E
R
V
E
A
N
D
P
R
O
T
E
C
T
A
L
L
U
T
I
L
I
T
I
E
S
O
N
C
U
R
R
E
N
T
L
Y
O
N
S
I
T
E
.
S
H
E
E
T
N
O
T
E
S
:
3
C-1
EXISTING CONDITIONS AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
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.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
VENTURE BUILDERS
PALISADES APARTMENT A. SNARR
R. JORDAN
P.SNARR
23013PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
W
E
S
N
0
2
0
'
2
0
'
1
0
'
S
C
A
L
E
:
1
"
=
2
0
'
H
A
N
D
C
A
R
T
L
A
N
E
P
I
O
N
E
E
R
R
O
A
D
MARIAH AVENUE
W
A
T
E
R
S
T
U
B
S
A
N
I
T
A
R
Y
S
E
W
E
R
S
T
U
B
1
2
'
'
S
D
)
1
2
'
'
S
D
)
1
2
'
'
S
D
)
1
2
'
'
S
D
)
FO
FO
FO
FO
FOFOFOFOFOFOFOFO
FO
FOF
O
F
O
F
O
F
O
F
O
F
O
F
O
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS
W W W W W W W W W W W W
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS 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
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
SS
SS
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 SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SS
SS
SS
SSW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SS
SS
SS
W W W W W W W W W W W W W W W W W W
4 LE
V
E
L
B
L
D
G
BAS
E
M
E
N
T
&
3 FL
O
O
R
S
FF:
4
8
5
9
.
6
0
RISE
R
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
(12''SD
12
'
'
S
D
)
6''SS
6''SS4''FS 4''FS 4''FS 4''FS2''WS 2''WS 2''WS 2''WS
1
2
'
'
S
D
)
G
GGGGGGGGGGGGGGG
G
G UG
P
TBC/TFW: 58.60
1
1
2
3
9
9
9
9
4
CONNECT TO EXISTING WATER
SERVICE STUB. STUB SIZE UNKNOWN
AT TIME OF DESIGN. MINIMUM SIZE
REQUIRED IS 6" (FIELD VERIFY)
TBC: 58.30
TBC: 58.20
TBC: 58.13
1
2
34
5
TBC: 58.00
TBC: 57.40
TBC: 57.35TBC: 57.30
TBC/LP: 56.95
137-LF OF 12" S.D. @ 0.22%
TBC: 57.45
TBC: 57.80
TBC: 57.85TBC: 57.90
TBC: 58.40
TBC: 58.90
TBC: 58.50
TBC: 58.70
TBC: 58.30
TBC: 58.20TBC: 58.20
TBC: 58.30
TBC: 58.40
11
8 8
8
2
3
3
TFW: 59.30
TFW: 59.30
TFW: 58.80TFW: 58.80
TBW: 59.42
3'
TBC: 58.30
TBC: 58.25
TBC: 58.15
TBC: 58.20
TBC: 58.50
TBC: 58.80
TBC: 58.40
TBC: 58.30
TBC: 58.22
TBC: 57.70
TBC: 57.60
TBC: 57.25
TBC/LP: 56.60
TBC: 57.00
TBC: 57.10
TBC: 57.42
5
TBC/TFW: 58.30
TBC: 57.95
TBC: 57.90
TBC: 57.50
TBC: 57.67
11 11
11
6
7
OIL: 58.45
OIL: 58.45
6.5'
SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL APPROACH PER CITY
OF REXBURG STANDARDS & THE ISPWC STANDARD DRAWING SD-710
SDMH #1
CB #1A
CB#1
OIL: 58.45
OIL: 58.45
TBC: 57.80
TBC: 58.15
TBC: 58.25
TBC/TFW: 58.60
TBC: 57.63
TBC: 57.20
TBC: 57.15
TBC: 56.85
TBC: 57.50
TBC: 56.80
TBC/LP: 56.40
TBC/LP: 56.75
TBC/LP: 57.15
TBC: 57.35
TBC: 57.70
TBC: 57.80
TBC: 57.85TBC: 58.40
TBC: 58.45
TBC: 58.55
TBC/TFW: 58.90 11
2
3
TFW: 59.29
TFW: 59.24
TFW: 58.80TFW: 58.80
TBW: 59.42TBW: 59.42
TBW: 59.42
1
2 2 CONNECT TO EXISTING SANITARY
SEWER STUB. STUB SIZE UNKNOWN
AT TIME OF DESIGN. MINIMUM SIZE
REQUIRED IS 6" (FIELD VERIFY)
CB #2
27'
27'
26'
77.67'
84.67'
13
5
.
4
2
'
3'
6.5'
20
.
7
3
'
24
.
2
4
'
EXISTING 10' P.U.E. (TYP.)
26'
2
5
'
2
5
'
27'
FIBER CONDUIT TO BE INSTALLED PER
CITY OF REXBURG STANDARDS
8
8
8
8
2
4
2
3
TBC: 57.45
2
3
2
2
3
3
2
3
33
9
9
3 3
3
2
2
2
3
2
2
1
1
1
1
TBW: 59.42
TBW: 59.42
TBW: 58.92TBW: 58.92
9
9
5
SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL APPROACH PER CITY
OF REXBURG STANDARDS & THE ISPWC STANDARD DRAWING SD-710
SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL APPROACH PER CITY
OF REXBURG STANDARDS & THE ISPWC STANDARD DRAWING SD-710
TBW: 58.92TBW: 58.92
LOCATION OF GAS LINE AND CONNECTION
IS APPROXIMATE. FINAL LOCATION TO BE
DETERMINED BY INTERMOUNTAIN GAS
LOCATION OF GAS LINE & CONNECTION
IS APPROXIMATE. FINAL LOCATION TO BE
DETERMINED BY INTERMOUNTAIN GAS
LOCATION OF POWER CONNECTION
IS APPROXIMATE. FINAL LOCATION
TO BE DETERMINED BY ROCKY
MOUNTAIN POWER
42-LF OF 12" S.D. @ 0.22%
41-LF OF 12" S.D.
@ 0.22%
50-LF OF 12" S.D.
@ 0.22%
Fi
l
e
L
o
c
a
t
i
o
n
:
z:
\
p
r
o
j
e
c
t
s
\
2
0
2
3
\
2
3
0
1
3
p
a
l
i
s
a
d
e
a
p
a
r
t
m
e
n
t
s
\
3
.
0
d
e
s
i
g
n
\
3
.
1
c
a
d
\
3
.
1
3
f
i
n
a
l
\
2
3
0
1
3
o
v
e
r
a
l
l
s
i
t
e
p
l
a
n
.
d
w
g
Pl
o
t
t
e
d
B
y
:
ru
s
s
e
l
l
Da
t
e
P
l
o
t
t
e
d
:
Fr
i
d
a
y
,
M
a
r
c
h
3
2
0
2
3
a
t
0
2
:
3
2
P
M
4 C-
2
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
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
:
VE
N
T
U
R
E
B
U
I
L
D
E
R
S
PA
L
I
S
A
D
E
S
A
P
A
R
T
M
E
N
T
A.
S
N
A
R
R
R.
J
O
R
D
A
N
P.
S
N
A
R
R
23
0
1
3
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
O
V
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
ASPHALT PAVING PER DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 9 ON
SHEET D-1.
1.5' LIP UP CURB PER DETAIL 1 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG
STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 8 ON SHEET D-1.
1
2
3
4
7
8
3
9 6' THICKENED EDGE SIDEWALK. SEE DETAIL 3 ON SHEET D-1.
10
1.5' LIP DOWN CURB PER DETAIL 2 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
PERFORATED PIPE BED. SEE STORM TABLES ON SHEET C-3 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 11 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG
STANDARDS.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS.
4" FIRE SERVICE LINE PER CITY OF REXBURG STANDARDS.
11 TRANSITION CURB LIP UP TO LIP DOWN.
W
E
S
N
020'20'10'
SCALE: 1" = 20'
SANITARY SEWER SERVICE CLEANOUT PER LATEST REVISION OF CITY OF
REXBURG STANDARDS.
PROJECT INFORMATION:
STANDARD
ADA
ACCESSIBILE
1 TYPICAL PARKING STALL
SCALE: NTS
9'9'
19
'
9'
19
'
APARTMENT COUNT
1 BEDROOM UNITS: 60
2 BEDROOM UNITS: 0
UNIT TOTALS: 60
PROPOSED USE: RESIDENTIAL APARTMENTS
ZONE: HDR2
PARKING STALLS REQUIRED: 90
PARKING STALLS PROVIDED: 94
HANDICAP PARKING STALLS: 4
COMPACT STALLS: 0
PROJECT AREA: 1.442 ACRES
LANDSCAPE AREA: 0.428 ACRES (29.7%)
ASPHALT, SIDEWALK & TRASH ENCLOSURE AREA: 0.733 ACRES (50.8%)
HANDCART LANE
PIONEER ROAD
M
A
R
I
A
H
A
V
E
N
U
E
PRESERVE & PROTECT OFF SITE LANDSCAPE. IF DAMAGE
OCCURS CONTRACTOR IS RESPONSIBLE FOR REPAIR.
CONNECT NEW SIDEWALK TO EXISTING
CONNECT NEW SIDEWALK TO EXISTING
SAW-CUT FOR CONNECTION TO EXISTING SDMH.
REPAIR PER CITY OF REXBURG STANDARDS
SAW-CUT FOR CONNECTION TO EXISTING SDMH.
REPAIR PER CITY OF REXBURG STANDARDS
G
A
S
G
A
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
G
A
S
1
2
'
'
S
D
)
1
2
'
'
S
D
)
1
2
'
'
S
D
)
1
2
'
'
S
D
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS
W W W W W W W W W W W W
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS 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
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
SS
SS
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 SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SS
SS
SS
SSW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SS
SS
SS
W W W W W W W W W W W W W W W W W W
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
(12''SD
12
'
'
S
D
)
1
2
'
'
S
D
)
TBC/TFW: 58.60
TBC: 58.30
TBC: 58.20
TBC: 58.13TBC: 58.00
TBC: 57.40
TBC: 57.35TBC: 57.30
TBC/LP: 4856.95
TBC: 57.45
TBC: 57.80
TBC: 57.85TBC: 57.90
TBC: 58.40
TBC: 58.90
TBC: 58.50
TBC: 58.70
TBC: 58.30
TBC: 58.20TBC: 58.20
TBC: 58.30
TBC: 58.40
TFW: 59.30
TFW: 59.30
TFW: 58.80TFW: 58.80
TBW: 59.42
TBC: 58.30
TBC: 58.25TBC: 58.15
TBC: 58.20
TBC: 58.50
TBC: 58.80
TBC: 58.40
TBC: 58.30
TBC: 58.22
TBC: 57.70
TBC: 57.60
TBC: 57.25
TBC/LP: 4856.60
TBC: 57.00
TBC: 57.10
TBC: 57.42
TBC/TFW: 58.30
TBC: 57.95
TBC: 57.90
TBC: 57.50
TBC: 57.67
OIL: 58.45
OIL: 58.45
OIL: 58.45
OIL: 58.45
TBC: 57.80
TBC: 58.15
TBC: 58.25
TBC/TFW: 58.60
TBC: 57.63
TBC: 57.20
TBC: 57.15
TBC: 56.85
TBC: 57.50
TBC: 56.80
TBC/LP: 4856.40
TBC/LP: 4857.15
TBC: 57.35
TBC: 57.70
TBC: 57.80
TBC: 57.85TBC: 58.40
TBC: 58.45
TBC: 58.55
TBC/TFW: 58.90
TFW: 59.30
TFW: 59.30
TFW: 58.80TFW: 58.80
TBW: 59.42TBW: 59.42
TBW: 59.42
SDMH #1
RIM: 4856.60
SUMP: 4852.81
12" INV IN: 4852.91, (E)
12" INV IN: 4853.05, (S)
12" INV OUT: 4852.81, (N)
CB #1A
GRATE: 4856.35
12" INV OUT: 4853.35, (N)
CB#1
GRATE: 4856.00
12" INV OUT: 4853.00, (W)
CB #2
GRATE: 4855.80
12" INV OUT: 4852.80, (NE)
3 LEVEL BLDG
BASEMENT &
2 FLOORS
FF: 4859.60
TBC/LP: 4856.75
TBW: 58.92TBW: 58.92
TBW: 58.92TBW: 58.92
TBC: 57.45
EXISTING SDMH #1
RIM: 4856.62
SUMP: 4851.57±
12" INV IN: 4852.72, (S)
12" INV IN: 4851.57, (SE)
12" INV OUT: 4851.57, (NW)
EXISTING SDMH #2
RIM: 4857.29
SUMP: 4852.29±
12" INV IN: 4852.69, (SW)
12" INV OUT: 4852.29, (NW)
137-LF OF 12" S.D. @ 0.22%
42-LF OF 12" S.D. @ 0.22%
41-LF OF 12" S.D. @ 0.22%
50-LF OF 12" S.D. @ 0.22%
Fi
l
e
L
o
c
a
t
i
o
n
:
z:
\
p
r
o
j
e
c
t
s
\
2
0
2
3
\
2
3
0
1
3
p
a
l
i
s
a
d
e
a
p
a
r
t
m
e
n
t
s
\
3
.
0
d
e
s
i
g
n
\
3
.
1
c
a
d
\
3
.
1
3
f
i
n
a
l
\
2
3
0
1
3
s
t
o
r
m
d
r
a
i
n
a
g
e
p
l
a
n
.
d
w
g
Pl
o
t
t
e
d
B
y
:
ru
s
s
e
l
l
Da
t
e
P
l
o
t
t
e
d
:
Fr
i
d
a
y
,
M
a
r
c
h
3
2
0
2
3
a
t
0
2
:
3
2
P
M
5 C-
3
ST
O
R
M
D
R
A
I
N
A
G
E
P
L
A
N
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
:
VE
N
T
U
R
E
B
U
I
L
D
E
R
S
PA
L
I
S
A
D
E
S
A
P
A
R
T
M
E
N
T
A.
S
N
A
R
R
R.
J
O
R
D
A
N
P.
S
N
A
R
R
23
0
1
3
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
O
V
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
W
E
S
N
020'20'10'
SCALE: 1" = 20'
38869 FT21
23987 FT22
LEGEND:
DRAINAGE FLOW
PROPOSED LIP UP 18" CURB & GUTTER
PROPOSED LIP DOWN 18" CURB & GUTTER
1 2
STORM AREA BOUNDARY
HANDCART LANE
PIONEER ROAD
M
A
R
I
A
H
A
V
E
N
U
E
STORM AREA:
1
2
'
'
S
D
)
1
2
'
'
S
D
)
1
2
'
'
S
D
)
1
2
'
'
S
D
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS
W W W W W W W W W W W W
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS 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
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
SS
SS
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 SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SS
SS
SS
SSW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SS
SS
SS
W W W W W W W W W W W W W W W W W W
4 LE
V
E
L
B
L
D
G
BAS
E
M
E
N
T
&
3 FL
O
O
R
S
FF: 4
8
5
9
.
6
0
RISE
R
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
(12''SD
12
'
'
S
D
)
1
2
'
'
S
D
)
G
GGGGGGGGGGGGGGG
G
G UG
P
Fi
l
e
L
o
c
a
t
i
o
n
:
z:
\
p
r
o
j
e
c
t
s
\
2
0
2
3
\
2
3
0
1
3
p
a
l
i
s
a
d
e
a
p
a
r
t
m
e
n
t
s
\
3
.
0
d
e
s
i
g
n
\
3
.
1
c
a
d
\
3
.
1
3
f
i
n
a
l
\
2
3
0
1
3
s
w
p
p
p
.
d
w
g
Pl
o
t
t
e
d
B
y
:
ru
s
s
e
l
l
Da
t
e
P
l
o
t
t
e
d
:
Fr
i
d
a
y
,
M
a
r
c
h
3
2
0
2
3
a
t
0
2
:
3
2
P
M
6
SW
P
P
P
ST
O
R
M
W
A
T
E
R
P
O
L
L
U
T
I
O
N
P
R
E
V
E
N
T
I
O
N
P
L
A
N
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
:
VE
N
T
U
R
E
B
U
I
L
D
E
R
S
PA
L
I
S
A
D
E
S
A
P
A
R
T
M
E
N
T
A.
S
N
A
R
R
R.
J
O
R
D
A
N
P.
S
N
A
R
R
23
0
1
3
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
O
V
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
W
E
S
N
020'20'10'
SCALE: 1" = 20'
1. CONTRACTOR IS RESPONSIBLE FOR THE OFFICIAL WRITTEN SWPPP AND NOI MEETING EPA REGULATIONS.
2.CONTRACTOR SHALL INSTALL A DIRT BERM OR SILT FENCE AROUND THE PERIMETER OF THE SITE(S) WHERE EARTHWORK IS TAKING
PLACE TO LIMIT POLLUTANT DISCHARGE LEAVING THIS SITE AND ENTERING ADJACENT PROPERTIES. THIS CAN BE INDIVIDUAL
BUILDING SITES OR ENTIRE PERIMETER. CONTRACTOR TO MAINTAIN BERM OR SILT FENCE REGULARLY TO ENSURE SEDIMENT AND
OTHER CONTAMINANTS FROM MIGRATING OFF PROJECT SITE.
3. CONTRACTOR TO ESTABLISH A STAGING AREA FOR FUELING AND ENSURE COMPLIANCE WITH SPILL PREVENTION AND CONTAINMENT
BEFORE THE START OF ON SITE CONSTRUCTION ACTIVITIES.
4.CONTRACTOR SHALL ENSURE TRUCKS EXITING THE PROJECT SITE ARE NOT TRACKING MATERIAL OFF SITE. IN THE CASE TRACKING
MATERIAL OFF SITE OCCURS, THE CONTRACTOR SHALL HAVE A PICK-UP BROOM (OR OTHER EQUIPMENT) ON SITE TO ENSURE THE
OFFSITE ROADWAYS REMAIN CLEAN. THIS WILL BE SCHEDULED ON AN AS NEEDED BASIS.
5.IF THE CONTRACTOR DOESN'T CONTROL THE TRACKING OF MATERIAL ONTO THE CITY/COUNTY ROADWAYS TO THE SATISFACTION OF
THE CITY, THE CITY MAY SHUT DOWN THE PROJECT UNTIL THE CONTRACTOR INSTALLS ANTI TRACKING PADS (STONE OR
CORRUGATED STEEL PANELS) AT A DESIGNATED EXIT POINT PRIOR TO EXITING THE SITE.
6. CONTRACTOR TO INSPECT EQUIPMENT/VEHICLE STORAGE AREA AND FUEL TANK WEEKLY AND AFTER STORM EVENTS. LEAKS TO BE
REPAIRED IMMEDIATELY. SPILL CLEANUP MATERIALS SHALL BE AVAILABLE ON SITE AND PROPER DISPOSAL OF CONTAMINATED
MATERIAL SHALL BE DISPOSED OF PER EPA GUIDELINES.
7. INSTALL CONSTRUCTION RACK/MAT, SHAKER PLATE, RUMBLE RACK OR EQUAL TO MITIGATE TRACKING OFF SITE. CONTRACTOR TO
SUBMIT SPECIFICATIONS TO ENGINEER FOR APPROVAL.
BERM ALONG PERIMETER
CONCRETE WASH-OUT
STABALIZE CONSTRUCTION ENTRANCE (SEE NOTE 7)
INLET PROTECTION
CONCRETE WASHOUT
STABILIZED CONSTRUCTION ENTRANCE
SEE BALLAST DETAILROADWAY UNDER
CONSTRUCTION
EXISTING PAVED
ROADWAY
SHOULDER TO
SHOULDER WID
T
H
100
'
M
I
N
E
X
C
E
P
T
5
0
'
M
I
N
F
O
R
P
R
O
J
E
C
T
SITE
S
O
F
L
E
S
S
T
H
A
N
1
A
C
R
E
GEO-TEXTILE FILTER FABRIC
BALLAST DETAIL
12" MIN. COMPACTED
FRACTURED STONE
LEGEND:
NO SCALE
NO SCALE
BERM AROUND
PERIMETER 12" WIDE
MINIMUM
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.
SWPPP PLAN NOTES
DETAIL A-A
File Location:z:\projects\2023\23013 palisade apartments\3.0 design\3.1 cad\3.13 final\23013 details.dwgPlotted By:russellDate Plotted:Friday, March 3 2023 at 02:32 PM
7
D-1
DETAILS AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
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.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
VENTURE BUILDERS
PALISADES APARTMENT A. SNARR
R. JORDAN
P.SNARR
23013PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
N
O
T
T
O
S
C
A
L
E
C
A
T
C
H
B
A
S
I
N
8
1
2
"
M
I
N
.
D
I
A
.
G
A
S
K
E
T
F
O
R
P
L
A
S
T
I
C
P
I
P
E
K
N
O
C
K
O
U
T
S
T
Y
P
I
C
A
L
(
4
)
S
I
D
E
S
1
8
"
D
I
A
.
T
O
R
E
C
E
I
V
E
U
P
T
O
1
5
"
D
I
A
.
P
I
P
E
3'-0" MIN.
3 1/2"
2
"
3
1
/
2
"
3
0
"
I
N
S
I
D
E
D
I
A
.
B
A
R
R
E
L
S
E
C
T
I
O
N
3
9
"
2
0
"
3
'
-
0
"
x
6
"
x
3
/
8
"
S
T
E
E
L
P
L
A
T
E
6"
C
1
S
I
D
E
W
A
L
K
T
B
C
C
3
#
4
R
E
B
A
R
B
Y
M
A
N
U
F
A
C
T
U
R
E
R
A
D
J
U
S
T
I
N
G
B
O
L
T
S
C
1
C
L
C
L
1
0
"
G
R
A
T
E
9
"
I
N
L
E
T
B
O
X
12"
1
8
"
L
I
P
U
P
C
U
R
B
&
G
U
T
T
E
R
P
L
A
S
T
I
C
P
I
P
E
R
E
B
A
R
S
C
H
E
D
U
L
E
M
A
R
K
L
O
C
A
T
I
O
N
S
I
Z
E
L
E
N
G
T
H
Q
U
A
N
T
I
T
Y
C
3
C
U
R
B
A
N
D
B
O
X
4
2
'
-
0
"
4
N
O
T
T
O
S
C
A
L
E
T
H
R
U
S
T
B
L
O
C
K
I
N
G
D
E
T
A
I
L
S
5
MIN. GRADE 1/4"/FT.(2%)"E""D"CAP OR PLUG AND INSTALLSERVICE LINE MARKERPER SD-512 (TYP.)ABSOLUTE MIN. GRADE 1/8"/FT.(1%)4"-1/8 OR 1/16BEND AS NEEDED MIN. GRADE 1/4"/FT.(2%)"C""B""A" TYPE C TEE OR APPROVEDCONNECTION
N
O
T
E
S
:
TYPE E 45° TYPE A & D TEE OR APPROVEDCONNECTION
L
P
45° MAX.1/8 LONGRADIUS BEND TYPE B 45° MAX.NOT TO SCALE 6" SANITARY SEWER SERVICE LINES DETAIL10 4" MIN 6" MIN TYPICAL STREET/OPEN FIELD6'-0" MIN. BURY (TYP.)NATIVE MATERIALCOMPACTED AS PER CITYREQUIREMENTS ANDISPWCPIPE BEDDING
4" MIN
6" MIN
T
Y
P
I
C
A
L
S
T
R
E
E
T
6'-0" MIN. BURY (TYP.)
F
L
O
W
A
B
L
E
F
I
L
L
A
S
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
P
I
P
E
B
E
D
D
I
N
G
NOT TO SCALE TYPICAL MISC TRENCH DETAIL7
1
.
A
L
L
S
E
R
V
I
C
E
L
I
N
E
S
T
O
B
E
4
"
I
N
S
I
D
E
D
I
A
M
E
T
E
R
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
2
.
T
Y
P
E
"
C
"
S
E
R
V
I
C
E
W
I
L
L
O
N
L
Y
B
E
A
L
L
O
W
E
D
I
F
S
P
E
C
I
F
I
C
A
L
L
Y
A
P
P
R
O
V
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
3
.
T
Y
P
E
"
E
"
A
L
L
O
W
A
B
L
E
F
O
R
T
R
E
N
C
H
E
S
1
5
F
T
.
D
E
E
P
O
R
G
R
E
A
T
E
R
W
I
T
H
P
R
E
-
A
P
P
R
O
V
A
L
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
4
.
U
S
E
6
"
O
F
T
Y
P
E
I
B
E
D
D
I
N
G
A
L
L
A
R
O
U
N
D
E
A
C
H
S
E
R
V
I
C
E
.
FINISH GRADE
F
I
N
I
S
H
G
R
A
D
E
M
I
N
.
G
R
A
D
E
1
/
4
"
/
F
T
.
(
2
%
)
2
-
4
5
°
B
E
N
D
S
STANDARD TRENCH DETAIL ONPRIVATE PROPERTY
S
T
A
N
D
A
R
D
T
R
E
N
C
H
D
E
T
A
I
L
O
N
P
U
B
L
I
C
R
O
A
D
2" OF PLAN
T
M
I
X
P
A
V
E
M
E
N
T
UNDISTUR
B
E
D
E
A
R
T
H
9" OF GRA
N
U
L
A
R
B
O
R
R
O
W
/
P
I
T
R
U
N
3" OF 3/4"
G
R
A
V
E
L
R
O
A
D
B
A
S
E
6"1'6"AGGREGATE BASE 1'-0"1'-6"6"4"6"NOT TO SCALE TYPICAL PARKING LOT/ DRIVEWAY SE
C
T
I
O
N
4 NOT TO SCALE LIP UP CURB190°90°90°90°NOT TO SCALE PIPE BEDDING DETAILS6 PIPE BEDDING FOR RIGID PIPEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEGRANULAR FOUNDATION COMPACT 1" MAX.BACKFILL IN 6"LAYERS TO 95% ORASTM D-698COMPACT 1" MAX. BACKFILL IN 6"LAYERS TO 95% OR ASTM D-698 COMPACT APPROVEDBEDDING MATERIAL TO 95%OF ASTM D-698COMPACT APPROVEDBEDDING MATERIAL TO95% OF ASTM D-698 6" MIN12"MAX3"6" MIN12"MAXSHAPED UNDISTURBED SOIL.EXCAVATED FOR BELL HOLES.SHAPED UNDISTURBED SOIL.EXCAVATED FOR BELL HOLES.6" MIN12"MAX3"6" MIN12"MAX
N
O
T
T
O
S
C
A
L
E
F
I
R
E
H
Y
D
R
A
N
T
D
E
T
A
I
L
9
6" MIN6" MIN
6'-0" MIN
T
Y
P
E
1
A
G
G
R
E
G
A
T
E
B
E
D
D
I
N
G
(
2
"
x
8
"
x
1
2
"
)
C
O
N
C
R
E
T
E
B
L
O
C
K
T
H
R
U
S
T
B
L
O
C
K
D
O
N
O
T
C
O
V
E
R
D
R
A
I
N
H
O
L
E
S
W
I
T
H
C
O
N
C
R
E
T
E
P
L
A
C
E
S
A
F
E
T
Y
F
L
A
N
G
E
O
R
F
L
A
N
G
E
W
I
T
H
B
R
E
A
K
A
W
A
Y
B
O
L
T
S
2
"
M
I
N
.
8
"
M
A
X
A
B
O
V
E
G
R
A
D
E
H
Y
D
R
A
N
T
S
H
A
L
L
B
E
F
A
C
T
O
R
Y
P
A
I
N
T
E
D
R
E
D
S
T
O
R
Z
C
O
N
N
E
C
T
I
O
N
M
J
J
O
I
N
T
F
L
A
N
G
E
D
J
O
I
N
T
T
E
E
D
I
L
I
N
E
T
O
C
I
T
Y
M
A
I
N
L
I
N
E
T
H
R
U
S
T
B
L
O
C
K
V
A
L
V
E
V
A
L
V
E
N
U
T
E
X
T
E
N
S
I
O
N
T
O
W
I
T
H
I
N
6
"
O
F
S
U
R
F
A
C
E
C
O
N
C
R
E
T
E
C
O
L
L
A
R
F
I
N
I
S
H
E
D
G
R
A
D
E
V
A
L
V
E
B
O
X
S
E
T
T
O
F
I
N
I
S
H
E
D
G
R
A
D
E
6"1'6"AGGREGATE BASE 1'-0"1'-6"6"4"6"NOT TO SCALE LIP DOWN CURB2 NOT TO SCALE THICKENED EDGE SIDEWALK3 6' SIDEWALK4" CONCRETE4" OF 3/4" GRAVEL 6"
2
"
A
S
P
H
A
L
T
4
"
O
F
3
/
4
"
C
R
U
S
H
E
D
G
R
A
V
E
L
9
"
P
I
T
R
U
N
G
R
A
V
E
L
B
B
/
3
M
I
N
.
A
T
E
E
B
E
N
D
/
E
L
B
O
W
R
E
D
U
C
E
R
2
2
Ð
°
B
E
N
D
R
E
D
U
C
E
R
S
&
1
'
-
9
"
2
'
-
5
"
3
'
-
2
"
4
'
-
0
"
4
'
-
8
"
6
'
-
6
"
D
I
M
E
N
S
I
O
N
F
O
R
T
H
R
U
S
T
B
L
O
C
K
I
N
G
1
4
"
6
"
1
0
"
1
2
"
8
"
F
I
T
T
I
N
G
S
I
Z
E
S
4
"
1
'
-
1
1
"
2
'
-
6
"
3
'
-
3
"
3
'
-
1
0
"
3
'
-
1
0
"
5
'
-
5
"
2
'
-
0
"
3
'
-
4
"
4
'
-
0
"
2
'
-
8
"
T
E
E
S
&
P
L
U
G
S
1
'
-
2
"
A
1
'
-
7
"
B
1
'
-
8
"
1
'
-
1
0
"
4
5
°
B
E
N
D
&
W
Y
E
S
2
'
-
5
"
3
'
-
0
"
4
'
-
9
"
3
'
-
8
"
2
'
-
2
"
3
'
-
1
0
"
4
'
-
1
1
"
4
'
-
8
"
3
'
-
0
"
B
1
'
-
6
"
9
0
°
B
E
N
D
A
A
1
'
-
7
"
2
'
-
1
"
2
'
-
9
"
3
'
-
5
"
3
'
-
3
"
3
'
-
5
"
1
'
-
9
"
1
'
-
9
"
2
'
-
2
"
2
'
-
7
"
0
'
-
1
0
"
B
A
1
'
-
7
"
2
'
-
5
"
0
'
-
1
0
"
1
'
-
1
1
"
2
'
-
3
"
1
'
-
6
"
0
'
-
6
"
B
N
O
T
E
S
:
1
.
W
R
A
P
A
L
L
F
I
T
T
I
N
G
S
W
/
8
M
I
L
P
O
L
Y
E
T
H
Y
L
E
N
E
E
N
C
A
S
E
M
E
N
T
T
O
P
R
E
V
E
N
T
C
O
N
C
R
E
T
E
F
R
O
M
A
D
H
E
R
I
N
G
T
O
T
H
E
F
I
T
T
I
N
G
S
.
2
.
T
H
R
U
S
T
B
L
O
C
K
I
N
G
C
O
N
C
R
E
T
E
T
O
B
E
M
I
N
I
M
U
M
3
0
0
0
P
S
I
M
I
X
.
3
.
A
L
L
T
H
R
U
S
T
B
L
O
C
K
S
A
R
E
T
O
B
E
F
O
R
M
E
D
O
N
T
H
E
V
E
R
T
I
C
A
L
P
L
A
N
E
S
.
4
.
P
L
A
C
E
T
H
R
U
S
T
B
L
O
C
K
S
O
N
A
L
L
W
A
T
E
R
L
I
N
E
B
E
N
D
S
A
N
D
T
E
E
S
.