HomeMy WebLinkAboutINFRASTRUCTURE PLANS Rev. (1) 1.18.2021 - 20-00899 - Blue Ox - Yellowstone Heights Condos - Infrastructure & Condo PlatY
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1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HE
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SUPPLEMENT THE CITY OF REXBURG STANDARDS.2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, US
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AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMME
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THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES,
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SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES
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SHALL BE REPAIRED AT CONTRACTORS EXPENSE.6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY
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RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL
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OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXISTIN
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WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR M
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SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS
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BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUS
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MEASURES.9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFI
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DEVICES.10.SITE ADDRESS: 163 W MAIN ST. REXBURG, IDAHO APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:CITY OF REXBURG FIRE DEPARTMENTAPPROVED BY:CENTURY LINKAPPROVED BY:INTERMOUNTAIN GAS1.WATER SERVICE IN PROJECT WILL BE PVC.2.CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOTINCLUDING THE WATER METER.3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2017 ISPWC DETAIL SD-403. PROVIDETEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TOPHASED DEVELOPMENT.4.COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.5.WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER ORSTORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD-407.6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9.8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USESTANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATIONTOLERANCES.9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC....10. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).11.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FORLARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER.
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DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
1
COVER
SHEET NAME
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.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
YELLOWSTONE HEIGHTS
STORM PLAN & GRADING
PREPARED FOR:
BLUE OX DEVELOPMENT
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
20022
YELLOWSTONE HEIGHTS
JANUARY 14, 2021
1"=30'16410
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DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
2
C-1
SHEET NAME
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.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
YELLOWSTONE HEIGHTS
EXISTING CONDITIONS
PREPARED FOR:
BLUE OX DEVELOPMENT
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
20022
YELLOWSTONE HEIGHTS
JANUARY 14, 2021
1"=30'16410
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EXISTING GROUND CONTOUR4727EXISTING TREE TO BE REMOVED EXISTING STORM DRAIN MAIN EXISTING SANITARY SEWER MAINGEXISTING GAS LINEPROJECT BOUNDARY LINE OHOVERHEAD POWER LINE EXISTING WATER MAINEXISTING FENCEXXX EXISTING UNDERGROUND CABLECAT( 8''SSWPOWER LINEEXISTING WATER VALVEEXISTING HYDRANTEXISTING WATER METEREXISTING WATER SPIGOT EXISTING MANHOLEEXISTING POWER POLE 8" SEWER MAIN( 8''SS 4" SEWER SUPPLY 6" WATER MAIN6''WEXISTING CURB AND GUTTERPROPOSED ASPHALT DRAINAGE FLOW ARROW0.75%PROPOSED CONCRETE 62.80 TBCPROPOSED ELEVATION1-1/2" WATER SUPPLY1-1/2''W2" WATER SUPPLY2''W4" WATER SUPPLY4''W4''WNEW TREE FOR LANDSCAPINGNEW BUSH FOR LANDSCAPINGNEW MUGO PINE FOR LANDSCAPING
DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
3
C-2
SHEET NAME
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.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
YELLOWSTONE HEIGHTS
SITE PLAN
PREPARED FOR:
BLUE OX DEVELOPMENT
PRELIM
I
N
A
R
Y
NOT AP
P
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O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
20022
YELLOWSTONE HEIGHTS
JANUARY 14, 2021
1"=30'
LEGEND
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DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
4
C-3
SHEET NAME
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.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
YELLOWSTONE HEIGHTS
STORM PLAN & GRADING
PREPARED FOR:
BLUE OX DEVELOPMENT
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
20022
YELLOWSTONE HEIGHTS
JANUARY 14, 2021
1"=30'
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4860 4862 4864 4866 4868 4870 4872 4874 4876 4878 4880 4882 4884 4886
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INSTALL
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#
2
STATION
:
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+
3
2
.
8
2
RIM=
4
8
7
3
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6
0
S INV IN
=
4
8
6
2
.
1
7
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=
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0
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7
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TBC STA:1+54.18
ELEV:4873.70'
TBC STA:1+96.32
ELEV:4873.63'
TBC:2+39.79
ELEV:4873.62'
OIL STA:2+77.07
ELEV:4873.40'
GRATE STA:3+20.08
ELEV:4871.60'
OIL STA:4+04.84
ELEV:4873.40'
0.25%
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INSTALL SSMH #1STATION:4+19.34RIM=4873.44N INV OUT=4862.54
W
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DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
5
PP-1
SHEET NAME
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.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
YELLOWSTONE HEIGHTS
PLAN & PROFILE
PREPARED FOR:
BLUE OX DEVELOPMENT
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
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CONSTR
U
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T
I
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N
20022
YELLOWSTONE HEIGHTS
JANUARY 14, 2021
1"=30'
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ZONE 4 REFER TO IDAPA 58.01.08 IDAHO RULES FORPUBLIC DRINKING WATER SYSTEM.SITE SPECIFIC APPROVAL FROM DEQ MUSTBE SECURED BEFORE ZONE 2 OR 3INSTALLATIONS ARE MADE.SAME REQUIREMENTS AS ZONE 1 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.SANITARY SEWEROR STORM DRAINSEWER LINE ZONE 1 ZONE 2 ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.A)ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SOTHAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER;B)SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTHSIDES OF THE CROSSING, OR;C)EITHER THE SEWER LINE OR THE WATER LINEOR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.A)WATER AND SEWER MUST BE B)SEPARATED BY 18 INCHES, AND ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THESEWER.(WATER<18" ABOVE TOP OF SEWER)WATER LINEZONE 1ZONE 21'- 6"1'- 6"ZONE 4 ZONE 3FO
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90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE COMPACT 1" MAC.BACKFILL IN 6" LAYERSTO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-698SHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.90°90°COMPACT 1" MAC.TO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-698SHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.10"ROLLBACK CURB DETAIL9 2'-6"1'-6"9"1 1/2"6"2 1/2"3"R=1/2"R=1'-0"PAVEMENT
DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
6
D-1
SHEET NAME
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.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
YELLOWSTONE HEIGHTS
DETAILS
PREPARED FOR:
BLUE OX DEVELOPMENT
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
GIDUOYEROFEBLLACDIG LINE 1-800-342-1585 GIDUOYEROFEBLLACDIG LINE 1-800-342-1585
6"
2
"
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3
2
-
1
/
2
"
O
F
P
L
A
N
T
M
I
X
P
A
V
E
M
E
N
T
U
N
D
I
S
T
U
R
B
E
D
E
A
R
T
H
1
2
"
O
F
G
R
A
N
U
L
A
R
B
O
R
R
O
W
/
P
I
T
R
U
N
4
"
O
F
3
/
4
"
G
R
A
V
E
L
R
O
A
D
B
A
S
E
T
Y
P
I
C
A
L
P
A
R
K
I
N
G
L
O
T
S
E
C
T
I
O
N
1
1
S
A
N
I
T
A
R
Y
S
E
W
E
R
1
2
S
E
R
V
I
C
E
L
I
N
E
S
6
S
T
A
N
D
A
R
D
M
A
N
H
O
L
E
T
Y
P
E
A
S
D
-
5
0
1
1
0
C
A
T
C
H
B
A
S
I
N
-
T
Y
P
E
2
4 VALVE & HYDRANT
5
W
A
T
E
R
S
E
R
V
I
C
E
L
I
N
E
C
O
N
N
E
C
T
I
O
N
1 TYPICAL WATER LINE PLACEMENT
2
S
T
A
N
D
A
R
D
T
R
E
N
C
H
D
E
T
A
I
L
3
T
H
R
U
S
T
B
L
O
C
K
I
N
G
D
E
T
A
I
L
4
L
I
P
D
O
W
N
C
U
R
B
&
G
U
T
T
E
R
D
E
T
A
I
L
7
C
O
N
C
R
E
T
E
C
O
L
L
A
R
F
O
R
V
A
L
V
E
B
O
X
8 PIPE BEDDING DETAILS
20022
YELLOWSTONE HEIGHTS
JANUARY 14, 2021
1"=30'16410