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YELLOWSTONE HEIGHTS
Rexburg, Idaho
PROJECT NO. 20022
SITE PLAN
BEING PART OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 6 NORTH,
RANGE 40 EAST OF THE BOISE MERIDIAN, REXBURG, MADISON COUNTY, IDAHO
1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN
SUPPLEMENT THE CITY OF REXBURG STANDARDS.
2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED
AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.
3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO
THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES,
SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN,
SHALL BE REPAIRED AT CONTRACTORS EXPENSE.
6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION
OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXISTING UTILITIES
WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY
BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL
MEASURES.
9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.
10.SITE ADDRESS: 163 W MAIN ST. REXBURG, IDAHO
APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
CITY OF REXBURG FIRE DEPARTMENT
APPROVED BY:
CENTURY LINK
APPROVED BY:
INTERMOUNTAIN GAS
1.WATER SERVICE IN PROJECT WILL BE PVC.
2.CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT
INCLUDING THE WATER METER.
3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2020 ISPWC DETAIL SD-403. PROVIDE
TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO
PHASED DEVELOPMENT.
4.COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.
5.WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD-407.
6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.
7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9.
8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE
STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION
TOLERANCES.
9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC....
10. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).
11.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FOR
LARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER.
1. ALL STORM SEWER PIPING IS TO BE ADS N 12 WT IB PIPE MEETING ASTM F2648 WITH SMOOTH INTERIOR.
2. ALL SEWER SERVICES ARE TO BE 4 IN. SDR 35 PVC.
3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS.
4. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4.
5. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2020 STANDARD DRAWINGS SD-501.
6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2020 STANDARD DRAWINGS SD-301 & SD-302.
7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2020 STANDARD DRAWINGS SD-511,
SD-511A, AND SD-512.
WATER NOTES:
SEWER NOTES:
1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE
POLICY.
2.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER/CONTRACTOR.
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.
ELECTRICAL NOTES:
1. LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE.
LANDSCAPE/GREEN SPACE/ SNOW STORAGE
CITY OF REXBURG
ENGINEERING DEPARTMENT 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
PROJECT CONTACTS
INDEXGENERAL NOTES
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
VICINITY MAP
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4 C-3 STORM PLAN & GRADING
5 PP-1 PLAN AND PROFILE
6 D-1 DETAILS
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O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
REMOVE EXISTING FENCE
AND REPLACE WITH
6' SOLID VINYL FENCE
REMOVE EXISTING FENCE
AND REPLACE WITH
6' SOLID VINYL FENCE
REMOVE
EXISTING
BUILDINGS
REMOVE EXISTING GRAVEL
DRIVE AND CONCRETE
RELOCATE
EXISTING
POWER POLES
AND POWER LINES
N89°35'22"E
420.78'
WEST QUARTER CORNER
SECTION 17, TOWNSHIP 6 NORTH,
RANGE 40 EAST, BOISE MERIDIAN CP&F
INSTRUMENT NUMBER 264337
N0
°
1
1
'
0
6
"
E
14
9
8
.
0
2
'
SOUTHWEST CORNER
SECTION 17, TOWNSHIP 6 NORTH,
RANGE 40 EAST, BOISE MERIDIAN
CP&F INSTRUMENT NUMBER 264347
N0
0
°
1
1
'
0
6
"
E
2
6
5
7
.
3
9
'
11
5
9
.
3
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BA
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B
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A
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C
I
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E
X
B
U
R
G
REMOVE EXISTING
CONCRETE PAD
NOTES:
1.EXISTING WELL TO BE ABANDONED
PER IDWR REQUIREMENTS.
2.EXISTING SEPTIC SYSTEM TO BE
ABANDONED PER HEALTH DISTRICT
REQUIREMENTS.
REMOVE EXISTING FENCE
ASPHALT
WALKING PATH
CULVERT
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
G G
XXX
UGP
OHP
UNDERGROUND POWER LINE
UNDERGROUND PVC POWER CONDUIT
OVERHEAD POWER LINE
TELEPHONE LINE
DRAINAGE FLOW BREAKLINE
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%
BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
TBC
72.1
0
XG =
7
2
.
1
0
PUBLIC UTILITY EASEMENT
STORM DRAIN MAIN(12''SD
EXISTING PRESSURE LINE (WATER LINE)8''W
8''W
(8''SS
EXISTING SANITARY SEWER MAIN(8''SS
EXISTING STORM DRAIN MAIN(12''SD
YE
L
L
O
W
S
T
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N
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U
S
H
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G
H
W
A
Y
3
3
8''
W
8'
'
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X
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
ELLA LANE
51
5
+
5
0
(8''SS(8''SS(8''SS(8''SS
(8''SS
(8''SS
(8''SS
(8''SS
(8''SS
(8''SS (8
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S
S
8'
'
S
S
)
8'
'
S
S
)
16
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W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
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W
16
'
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W
16
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W
16
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W
16
'
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W
16
'
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W
16
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16
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16
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16
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16
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W
16
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16
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16
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W
16
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(1
2
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(1
2
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S
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S
S
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2
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S
S
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S
S
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PARADISE NURSERY
&
P
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INST # 269950, 269
9
7
4
,
2
6
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5
,
2
7
9
9
6
6
,
3
1
8
8
7
1
PLAYGROUND
GAZEBO/
PAVILLION
STORM POND/
SNOW STORAGE
RIP
RAP
BLDG C
F.F.=4874
BLDG D
F.F.=4874
4874
4873
4872
4871
X
X
X
X
BLDG A
F.F.=4873.30
BLDG B
F.F.4873.30
(8
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S
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24
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X
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0
C
A
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A
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2'
'
W
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ST
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R
1
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2
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3
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2
3
4
3
2
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TRASH
ENCLOSURE
9'
X
2
0
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20
S
T
A
L
L
S
9'
X
2
0
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12
S
T
A
L
L
S
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X
2
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11
S
T
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2
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5 S
T
A
L
L
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INSTALL SSMH #1
CONNECT TO EXISTING 8" SANITARY SEWER
CONNECT TO EXISTING
8" WATER LINE
15' P.U.E.
(TYP.)
VALLEY GUTTER
9'X20'
18 STALLS
8'X
1
8
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8 S
T
A
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24'
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T
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L
S
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8 STALLS
7
7
5
5
6
6
6
5
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(TYP.)
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4
1
0
SURVEY NOTE:
This site plan conforms to an actual survey that was performed on the
ground by a licensed land surveyor in and for the State of Idaho. It is
the owner’s responsibility to construct all structures shown on this site
plan in accordance with said survey.
W E
S
N
SCALE: 1" = 30.0'
30'0 30'
NOTES:
PROPOSED USE= RESIDENTIAL APARTMENTS
PROJECT AREA=2.60 ACRES
ZONE = MDR1
PARKING STALLS REQUIRED @ 2 PER UNIT=84
PARKING STALLS PROVIDED=81 + 10 STALL GARAGE
HANDICAP PARKING STALLS=8
LANDSCAPE AREA=1.26 ACRES
IMPERVIOUS AREA=1.34 ACRES
HIGHWAY IMPROVEMENTS
TO BE BUILT BY OWNERS OF
KENNETH SQUARE AS PER
DEVELOPMENT AGREEMENT
INSTRUMENT NUMBER
411147 DATED 7/28/2017.
HIGHWAY 33 WIDENED AND
INSTALL SIDEWALK TO 2ND STREET
PER CITY OF REXBURG.
INSTALL STANDARD
CURB AND GUTTER
FROM ELLA LANE NORTH
WIDEN HIGHWAY 33
FROM ELLA LANE NORTH
ELLA LANE
REMOVE CURB AND GUTTER, REPLACE WITH ROLL BACK CURB AND PUT IN
COMMERCIAL DRIVEWAY APPROACH WITH HANDICAP RAMPS AS PER CITY OF
REXBURG STANDARDS.
6" FIRE WATER SERVICE INTO BUILDING.
2" WATER SERVICE INTO BUILDING.
4" SANITARY SEWER SERVICE INTO BUILDING.
LIP UP CURB AND GUTTER. SEE DETAIL 12 SHEET D-1.
LIP DOWN CURB AND GUTTER. SEE DETAIL 11 SHEET D-1.
THICKENED EDGE SIDEWALK. SEE DETAIL 14 SHEET D-1.
KEYNOTES:
1
2
3
4
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
G G
UGP
OHP
UNDERGROUND POWER LINE
UNDERGROUND PVC POWER CONDUIT
OVERHEAD POWER LINE
TELEPHONE LINE
DRAINAGE FLOW BREAKLINE
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%
BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
TBC
72.1
0
XG =
7
2
.
1
0
PUBLIC UTILITY EASEMENT
STORM DRAIN MAIN(12''SD
EXISTING PRESSURE LINE (WATER LINE)8''W
8''W
(8''SS
EXISTING SANITARY SEWER MAIN(8''SS
EXISTING STORM DRAIN MAIN(12''SD
LANDSCAPE AREA
IMPERIA HONEYLOCUST FOR LANDSCAPING
AUTUMN JOY SEDUM FOR LANDSCAPING
NEW MUGO PINE FOR LANDSCAPING
NEW BUSH FOR LANDSCAPING
NEW DIABOB NINEBARK FOR LANDSCAPING
EXISTING ASPHALT
5
6
7
YE
L
L
O
W
S
T
O
N
E
U
S
H
I
G
H
W
A
Y
3
3
8'
'
W
8'
'
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X
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
ELLA LANE
51
5
+
5
0
(8''SS(8''SS(8''SS(8''SS
(8''SS
(8''SS
(8''SS
(8''SS
(8''SS
(8''SS (8
'
'
S
S
8''
S
S
)
8''
S
S
)
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
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
(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
BLOCK 1
LOT 2
BLOCK 2
LOT 2
PLAYGROUND
GAZEBO/
PAVILLION
STORM POND/
SNOW STORAGE
RIP
RAP
BLDG C
F.F.=4874
BLDG D
F.F.=4874
4874
4873
4872
4871
X
X
X
X
BLDG A
F.F.=4873.30
BLDG B
F.F.4873.30
(8
'
'
S
S
(8
'
'
S
S
8'
'
W
8'
'
W
8'
'
W
8'
'
W
6''W
6''W
4''SS
8'
'
S
S
)
8'
'
S
S
)
2''W 2''W
4''SS
4''SS
48
7
3
48
7
2
48
7
1
48
7
4
6''W6''W
24
'
X
1
2
0
'
1
0
C
A
R
G
A
R
A
G
E
6'
'
W
2'
'
W
6''W
ST
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C
H
A
M
B
E
R
9'
X
2
0
'
9'X
2
0
'
1
1
15' P.U.E.
(TYP.)
LIP
74.40
TBC/TFW
74.90
LIP
75.00TBC
75.60
LIP
73.62
TBC
73.97
TBC
74.25
LIP
73.90
HP LIP
74.00
HP/TBC
74.35
LIP
73.90
TBC
74.25
LIP
73.62
TBC
73.97
LIP
73.58
TBC
73.93 TBC
73.84
LIP
73.49TBC
73.55 LIP
73.20
FL
73.20
TBC
73.60
LIP
74.49
TBC
74.84TBC
73.93
LIP
73.58
FL
72.88
LIP
72.40
FL
72.38
LIP
72.40
LIP
73.50
TBC
74.10
TBC
74.10
LIP
73.50LIP
73.62
LIP
74.00
FW/TBC
74.50
LIP
74.00
LIP
73.58
TBC
74.60
TBC
74.18
LIP
73.90
TBC
74.50
LIP
74.40
TBC
75.00
OIL
73.88
TBC
74.38
TBC
73.72
TBC
73.80
TBC
73.63 TBC
73.55 TBC
73.46
OIL
73.96
TBC
74.46
TBC
75.30
LIP
74.30TBC
74.90
TBC
75.20LIP
75.00
TBC
75.60
TBC
75.60
TBC
73.78
TBC
73.70 TBC
73.62 TBC
73.54
TBC
73.46
TBC
74.22
TBC
74.34
LIP/OIL
73.84
LIP/OIL
73.94
TBC
74.44
TBC
73.20
TBC
72.77
TBC/TFW
73.14
TBC/TFW
73.14TBC
72.74
TBC
72.74
TBC
72.04
TBC
71.92TBC
71.86TBC
71.52
TBC
71.20
TBC
71.54
TBC
71.80
TBC
71.75
TBC
71.71
TBC
71.71
TBC
71.20
TBC
70.90
TBC
72.45
TBC
72.80
TBC
72.40
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4
1
0
INSTALL STANDARD
CURB AND GUTTER
FROM ELLA LANE NORTH
WIDEN HIGHWAY 33
FROM ELLA LANE NORTH
ELLA LANE
HIGHWAY 33 WIDENED AND
INSTALL SIDEWALK TO 2ND STREET
PER CITY OF REXBURG.
W E
S
N
030'30'15'
SCALE: 1" = 30'
REMOVE CURB AND GUTTER, REPLACE WITH ROLL BACK CURB AND PUT IN
COMMERCIAL DRIVEWAY APPROACH WITH HANDICAP RAMPS AS PER CITY OF
REXBURG STANDARDS.
KEYNOTES:
1
8''W 8''W 8''W
X
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8'
'
W
8'
'
W
8'
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W
8'
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8'
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8
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(8
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(8
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(8''SS8''SS)8''SS)8''SS)
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=
4
8
7
4
4
8
7
1
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X X X X X X
X
8''W 8''W 8''W 8''W
6'
'
W
6'
'
W
6'
'
W
6'
'
W
4'
'
S
S
4'
'
S
S
8''SS)8''SS)8''SS)8''SS)
2
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W
2
'
'
W
2
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W
6
'
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W
6
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'
W
6
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W
24'X120' 10
C
A
R
G
A
R
A
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E
0+00
1+00
2+00
SSMH #2 CONNECT TO
EXISTING 8"
WATERLINE
CONNECT TO EXISTING
8" SANITARY SEWER LINE
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7
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8
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0
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6
T
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7
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0
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C
7
4
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0
T
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8
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4
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2
2
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
0+001+002+002+20
EXISTING 76-LF OF 8" PVC @ 0.40%
E INV IN=4861.87
S INV IN=4861.87
N INV IN=4861.87
W INV OUT=4861.77
EX SSMH
STA=0+20, 0.00'
RIM=4873.65
95-LF OF 8" PVC @ -0.40%
N INV IN=4862.55
SSMH #2
STA=1+91, 0.00'
RIM=4871.42
EXISTING 69-LF OF 8" WATERLINE68-LF OF 8" WATERLINE
28-LF OF 8" WATERLINE
CONNECT TO EXISTING 8"
SANITARY SEWER LINE
(FIELD VERIFY)
CONNECT TO EXISTING 8" WATER LINE
(FIELD VERIFY)
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
0+00 1+00 2+00
E INV IN=4861.87
S INV IN=4861.87
N INV IN=4861.87
W INV OUT=4861.77
EX SSMH
STA=0+20, 0.00'
RIM=4873.65
EXISTING 70-LF OF 8" PVC @ 0.40%
EXISTING 72-LF OF 8" WATERLINE 73-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
17-LF OF 8" WATERLINE
89-LF OF 8" PVC @ -0.40%
S INV IN=4862.51
SSMH #1
STA=1+79.53, 0.00'
RIM=4871.35
CONNECT TO EXISTING 8"
SANITARY SEWER LINE
(FIELD VERIFY)
CONNECT TO EXISTING 8" WATER LINE
(FIELD VERIFY)
YEL
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3
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CB #1
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020'20'10'
SCALE: 1" = 20'
5
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T
S
T.
H
A
N
S
E
N
J.
L
E
H
M
A
N
N
P.
S
N
A
R
R
20
0
2
2
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
LOT 2 SERVICE CONNECTIONS LOT 1 SERVICE CONNECTIONS
FIRE HYDRANT ASSEMBLY. SEE DETAIL 4 SHEET D-1.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 SHEET D-1.
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 SHEET D-1.
6" FIRE SERVICE INTO BUILDING.
2" WATER SERVICE INTO BUILDING.
4" SANITARY SEWER SERVICE INTO BUILDING.
KEYNOTES:
1
2
1
2
1
2
3
3
4
5
6
4
5
6
6
4
5
6
4 5 4
6
EX SSMH
EX SSMH
#4 REBAR, 12" OVERLAP
VALVE BOX
CONC. COLLAR
OR EXISTING ROAD
ASPHALT PAVEMENT
TO BE ENGRAVED
THE WORD "WATER"
4 PLACES
SCORE CONTROL JOINT
ON COVER
CUT LINE
WATER
-3/4" BEDDING
5'
-
0
"
M
I
N
6"
M
I
N
6"
M
I
N
PLACE SAFETY FLANGE OR FLANGE
WITH BREAK AWAY BOLTS 2" MIN.
8" MAX. ABOVE GRADE
DO NOT COVER
DRAIN HOLES WITH
CONCRETE
(2"x8"x12") CONCRETE BLOCK
FLANGED JOINT
DI LINE TO CITY
THRUST BLOCK
THRUST BLOCK
TO FINISHED GRADE
VALVE
FINISHED GRADE
VALVE BOX SET
HYDRANT
TEE MJ JOINT
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
MAINLINE
1 CUBIC YARD OF
WASHED GRAVEL
SURROUNDING
DRAIN HOLES
2' SPOOL
CONCRETE
COLLAR
6"
M
I
N
2' MIN.
B/
3
MI
N
.
A
B
REDUCER
12"
14"5'-5"
4'-0"
6"
4"
8"
10"3'-4"
2'-8"
2'-0"
1'-7"
3'-10"
3'-10"
6'-6"
4'-8"
3'-3"
2'-6"
1'-11"
1'-2"
3'-2"
4'-0"
2'-5"
1'-9"
1'-6"
1'-11"
0'-10"
0'-6"
2'-5"
2'-3"
1.WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT TO
PREVENT CONCRETE FROM ADHERING TO THE FITTINGS.
2.THRUST BLOCKING CONCRETE TO BE MINIMUM 3000PSI MIX.
3.ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES.
4.PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES.
4'-11"
4'-8"
4'-9"
THRUST BLOCK NOTES:
3'-8"
3'-0"
3'-10"
2'-2"
1'-6"
3'-0"
2'-5"
1'-10"
1'-8"
3'-5"
2'-7"
3'-5"
3'-3"
2'-2"2'-9"
2'-1"
1'-7"
0'-10"
1'-9"
1'-9"
1'-7"
90° BEND
DIMENSION FOR THRUST BLOCKING
TEE
TEES & PLUGS
A B A
45° BEND & WYES
B A B A B
REDUCERS &
22° BENDFITTING
SIZES
BEND
4"
M
I
N
6"
M
I
N
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
4
D-2
PIPE BEDDING
NATIVE MATERIAL
COMPACTED AS PER CITY
REQUIREMENTS AND ISPWC
TYPICAL STREET/OPEN FIELD
6"
1'-6"
8"
12
"
2"
1/
2
"
6"
SLOPE
1/4" TOOLED RADIUS
R=2"
R=3"
ZONE 4
REFER TO IDAPA 58.01.08 IDAHO RULES FOR
PUBLIC DRINKING WATER SYSTEM.
SITE SPECIFIC APPROVAL FROM DEQ MUST
BE SECURED BEFORE ZONE 2 OR 3
INSTALLATIONS ARE MADE.
SAME REQUIREMENTS AS ZONE 1 EXCEPT THE
SEWER MAIN MUST ALSO BE SUPPORTED ABOVE
THE CROSSING TO PREVENT SETTLING.
SANITARY SEWER
OR STORM DRAIN
SEWER LINE
ZONE 1
ZONE 2
ZONE 3
SAME REQUIREMENTS AS ZONE 2 EXCEPT THE
SEWER MAIN MUST ALSO BE SUPPORTED ABOVE
THE CROSSING TO PREVENT SETTLING.
A)ONE FULL, UNCUT LENGTH OF WATER PIPE
MUST BE CENTERED OVER THE CROSSING SO
THAT 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 BOTH
SIDES OF THE CROSSING, OR;
C)EITHER THE SEWER LINE OR THE WATER LINE
OR 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 THE
JOINTS ARE AS FAR AS POSSIBLE FROM THE
SEWER.
(WATER<18" ABOVE TOP OF SEWER)
WATER LINE
ZO
N
E
1
ZO
N
E
2
1'
-
6
"
1'
-
6
"
ZO
N
E
4
ZO
N
E
3
FORD S91-607 SADDLE OFFSET CORP.
STOPS 15°
12" MIN.
RADIUS
45°
M
I
N
60°
M
A
X
(PVC) FOR PE PIPE
USE SYSTEM THAT
DELIVERS AN EQUIVALENT
PE CORP STOP
FB 1100 SERIES
CORPORATION STOP DIRECT
TAP W/ CC THREADS
SERVICE LINE
-3/4 BEDDING
6"
M
I
N
6"
M
I
N
MATCH EXISTING
LINE SIZE
4 FT. OR GREATER DEPTH,
PIPE DIA. < 24"7
11
A
A7
7
LEGEND
1 CONCRETE COLLAR IN PAVED STREET SECTIONS
PER SD-508.
2 GRADE RINGS GROUTED WATERTIGHT IN PLACE,
NOT TO EXCEED 21" FROM FINISHED SURFACE
TO TOP OF CONE.
3 PRECAST MONOLITHIC ECCENTRIC CONE
SECTION. (REBAR NOT SHOWN).
4 RAMNEK OR APPROVED GASKETS ALL JOINTS.
5 PROPERLY ALIGN ALL INTERIOR JOINTS.
6 PRECAST CONCRETE MANHOLE-BARREL SECTION
(REBAR NOT SHOWN).
7 PRECAST GASKETED HUB RING OR RUBBER
GASKETED COLLAR-FLEXIBLE AND WATER TIGHT.
8 REPLACEMENT SURFACING TO MATC FLUSH WITH
EXISTING SURFACING (AC SHOWN).
9 FRAME TO BE GROUTED TO GRADE RINGS.
10 FRAME AND COVER PER SD-507.
11 MANHOLE STEPS, SEE NOTE H.
12 CAST IN PLACE MANHOLE BASE. SEE SD-501A
FOR PREFABRICATED BASE.
45°
SHE
L
F
SHE
L
F
SHE
L
F
FL
O
W
PLAN
N.T.S.
45°
891012"
6"
(
M
I
N
)
1
2
3
4
5
6
7
12
11
12
"
(
M
A
X
)
36
"
(
M
A
X
)
24" (MIN)
24
"
(
M
I
N
)
6" (MIN)
4" (MIN)
12
"
48"
16
"
(
M
A
X
)
6
SHELF SLOPE
1" PER FOOT
D<
2
4
"
9" (MIN)
4" TYPE 1
BEDDING SECTION A-A
N.T.S.
NOTES:
A OPTIONAL PREFABRICATED MANHOLE BASE WITH
APPROVED PIPE CONNECTIONS MAY BE USED WITH
ENGINEERS APPROVAL, SEE SD-501A.
B PLACE VERTICAL WALL ON UPSTREAM SIDE OF
MANHOLE, ROTATED 45 DEGREES.
C FOR DIAMETER, D, GREATER THAN 24", SEE
SD-502 OR SD-503.
D MANHOLE FRAME AND COVER:
A.REFER TO DRAWING NO. SD-507.
B.FRAME AND COVER SHALL BE FLUSH WITH
SLOPE OF PAVEMENT.
E WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER
RING OR GASKET COLLAR WHERE THE PIPE IS IN
CONTACT WITH MANHOLE BASE AND/OR MANHOLE
CHANNEL, IN ORDER TO INSURE A WATERTIGHT
SEAL.
F EITHER BASE ON SD-501 OR SD-501A MAY BE
USED WITH ANY MANHOLE DESIGN.
G PROVIDE MANHOLE CONCRETE REINFORCING TO
ACCOMMODATE TRAFFIC LOADINGS.
H VERIFY WITH ENGINEER REGARDING LOCAL
PREFERENCE ON INSTALLATION OF MANHOLE STEPS
PRIOR TO ORDERING MATERIALS OR INSTALLATION.
2-45° BENDS
MIN. GRADE 1/4"/FT.(2%)
"E"
"D"
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER
PER SD-512 (TYP.)
PL
ABSOLUTE MIN. GRADE 1/8"/FT.(1%)
4"-1/8 OR 1/16
BEND AS NEEDED
MIN. GRADE 1/4"/FT.(2%)
"C"
"B"
"A"
FINISH GRADE
(SEE NOTE 2)
TYPE C TEE OR APPROVED
CONNECTION
USE 6" OF TYPE I BEDDING ALL AROUND
EACH SERVICE.
TYPE "E" ALLOWABLE FOR TRENCHES 15 FT.
DEEP OR GREATER WITH PRE-APPROVAL BY
THE ENGINEER.
TYPE "C" SERVICE WILL ONLY BE ALLOWED IF
SPECIFICALLY APPROVED BY THE ENGINEER.
ALL SERVICE LINES TO BE 4" INSIDE
DIAMETER UNLESS OTHERWISE
NOTED.
4.
3.
2.
1.
NOTES:
TYPE E
(SEE NOTE 3)
TYPE A & D
TEE OR APPROVED
CONNECTION
MIN. GRADE 1/4"/FT.(2%
)
LP
FINISH GRADE
45
°
M
A
X
.
1/8 LONG
RADIUS BEND
TYPE B
45
°
M
A
X
.
-
A
-B
3'
-
3
"
3
1
/
2
"
2"
3 1/2"
3'
-
0
"
M
I
N
.
30"
INSIDE DIA. BARREL
SECTION
3'-3"2'-0"2'-0"
23 1/2"
1
3
/
4
"
6"
6"
7
1
/
4
"
9'-6"
3'-3"
KNOCKOUTS TYPICAL (4)
SIDES 18" DIA. TO
RECEIVE UP TO 15"
DIA. PIPE
#4 REBAR BY
MANUFACTURER
GRATE
CURB LIP
TBC
C1
C1
C3 #4 REBAR BY
MANUFACTURER
90°
PIPE BEDDING FOR RIGID PIPE
GRANULAR FOUNDATION
90°
SHAPED SUBGRADE
GRANULAR FOUNDATIONSHAPED SUBGRADE
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
COMPACT 1" MAC.
BACKFILL IN 6" LAYERS
TO 95% OF ASTM D-698
COMPACT APPROVED
BEDDING MATERIAL
TO 95% OF ASTM
D-69812"
MAX
6"
M
I
N
SHAPED UNDISTURBED SOIL.
EXCAVATE FOR BELL HOLES.
3"
6"
M
I
N
12" MAX
90°90°
COMPACT 1" MAC.
TO 95% OF ASTM D-698
COMPACT APPROVED
BEDDING MATERIAL
TO 95% OF ASTM
D-69812"
MAX
6"
M
I
N
SHAPED UNDISTURBED SOIL.
EXCAVATE FOR BELL HOLES.
3"
6"
M
I
N
12" MAX
3" R
7-
3
/
4
"
8"
2'- 6"
1-
3
/
4
"
6"
1/2"
1/4" TOOLED
RADIUS
1-
3
/
4
"
±5"
DRIVEWAY RAISED
1/4" ABOVE CURB.
CORNER TO HAVE
1/4" TOOLED RADIUS.
(3) #4 REBAR
EVENLY SPACED
2"
1/
4
"
1'
-
0
"
8"
1'-6"
1
3
/
4
"
6"
4
1
/
4
"
1/2"
6"
3 1
/
2
"
R=2"
R=3"
TOP OF CONCRETE
SIDEWALK TO BE 1/4"
ABOVE BACK OF CURB
1/4" TOOLED RADIUS
1
1 4"
4'- 0"
3"
2"
8"
1
1
/
4
"
NO. 4 REBAR 12" ON
CENTER BOTH WAYS
6" OF
3/4" CRUSH
CROSS DRAIN DETAIL
1/4" TOOLED RADIUS
SIDEWALK RAISED
1/4" ABOVE CURB.
CORNER TO HAVE
1/4" TOOLED RADIUS.
3" R
2" R
4-
1
/
4
"
6"
1-
3
/
4
"
2'- 6"
8"
1'
-
0
"
2"1/2"
6"3 1
/
2
"
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16
4
1
0
6"
5' SIDEWALK
TYPICAL PARKING LOT SECTION13
SANITARY SEWER7
SERVICE LINES
6 STANDARD MANHOLE TYPE A
SD-501
10 CATCH BASIN - TYPE 2
4 VALVE & HYDRANT
5 WATER SERVICE LINE CONNECTION
TYPICAL WATER LINE PLACEMENT
2 STANDARD TRENCH DETAIL
3 THRUST BLOCKING DETAIL
11 LIP DOWN CURB & GUTTER DETAIL
CONCRETE COLLAR FOR VALVE BOX
PIPE BEDDING DETAILS
12 LIP UP CURB & GUTTER DETAIL
NOTE:
12" OF GRANULAR BORROW
BENEATH CURB NOT
SHOWN FOR CLARITY.
VALLEY GUTTER SECTION9
2" ASPHALT
3" 3/4 CRUSHED
GRAVEL
9" PIT RUN GRAVEL
4" CONCRETE
4" 3/4 GRAVEL
2-1/2" OF PLANT
MIX PAVEMENT
4" OF 3/4" GRAVEL
ROADBASE
12" OF GRANULAR
BORROW/PITRUN
UNDISTURBED EARTH
1
8
THICKENED EDGE SIDEWALK14
15 COMMERCIAL DRIVEWAY CURB & GUTTER SECTION STANDARD CURB AND GUTTER SECTION16