HomeMy WebLinkAboutINFRASTRUCTURE 5.03.22 - 22-00303 - Pebble Creek - Parcel adjacent to 2332 W 2000 S - PlatCONCORDIA
PEBBLE CREEK
CIVIL DESIGN
MAY 2022
LOCATION MAP
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VICINITY MAP
PROJECT LOCATIONPOCATELLO
BOISE KETCHUM
MOSCOW
COEUR
d'ALENE
SALMON
CAREY
REXBURG
TWIN
FALLS
IDAHO
FALLS
BURLEY
SODA SPRINGS
MONTPELIER
ARCO
MACKAY
CHALLIS
DUBOIS
McCALL
GRANGERVILLE
MOUNTAIN
HOME
STANLEY
MALAD
IDAHO
OREGON
MONTANA
WASHINGTON
CANADA
NEVADA UTAH
WYOMING
IDAHO
STATE OF
DRIGGS
PROJECT LOCATION
PROJECT NUMBER 01-21-0042
REXBURG
HIGHWAY
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N89°56'19"E 2630.51'
N
0
°
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1
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'
S
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S89°55'58"W 711.80'
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N89°56'19"E 643.80'N89°56'19"E 68.00'
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
E
B
R
U
A
R
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.PRELIMINARY DESIGN 4/21BEC
2000 SOUTHLOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7 BLOCK 4 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 3LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 2LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 1 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6BLOCK 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6BLOCK 7LOT 1LOT 2LOT 3LOT 4BLOCK 5 LOT 5LOT 6BLO
C
K
8
B
L
O
C
K
9
B
L
O
C
K
1
0
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K
1
1
B
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K
1
4
B
L
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C
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1
3
B
L
O
C
K
1
2
B
L
O
C
K
2
4
B
L
O
C
K
2
2
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 15LOT 1LOT 2LOT 3LOT 4 BLOC
K
1
6
LOT 5
L
O
T
6
L
O
T
1
L
O
T
2
L
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3
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LOT 6
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LOT 1LOT 2LOT 3LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
L
O
T
1
L
O
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2
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3
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4
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5
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1
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2
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5
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6
L
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1
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O
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2
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3
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4
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C
O
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C
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C
-
M
P
-
0
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MASTER SITE PLAN
3
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-
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P
-
0
1
MASTER SITE PLAN
S
C
A
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:
P
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A
N
V
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1
"
=
5
0
'
GENERAL INFORMATION, JURISDICTION, ZONINGA.JURISDICTIONCITY OF REXBURG, IDAHOB.SUBDIVISIONPEBBLE CREEKC.BLOCK AND LOT NO.(S)BLOCKS 1-3, 5-7, 9, 12-14 LOTS 1-6; BLOCK 4, 8, 10, 11 LOTS 1-7D.PUBLIC LAND SURVEY SYSTEMSW 1/4, SECTION 35, TWP. 6 N, RANGE 39 E, B.ME.LATITUDE AND LONGITUDE43º47'51” N. 111º49'17” E.F.CITY ZONINGLOW DENSITY RESIDENTIAL 3, LDR3G.CITY OVERLAY ZONENONEDESCRIPTION OF PROPOSED DEVELOPMENTTHE LDR3 ZONE IS ESTABLISHED TO PROTECT STABLE NEIGHBORHOODS OF DETACHEDSINGLE-FAMILY DWELLINGS ON SMALLER LOTS. THE CONDITIONAL USES ALLOWED IN THISDISTRICT SHALL BE COMPATIBLE WITH SINGLE-FAMILY HOMES ON LANDSCAPED LAWNS, LOWBUILDING HEIGHTS, PREDOMINANTLY OFF-STREET PARKING, LOW TRAFFIC VOLUMES, AND LOWNUISANCE POTENTIAL.THE FOLLOWING ZONING INFORMATION WAS GLEANED FROM THE DEVELOPMENT CODE OF THEJURISDICTION AND IS PROVIDED FOR CONVENIENCE. FOR CLARIFICATION, ALL QUESTIONSSHOULD REFER TO THE CURRENT DEVELOPMENT CODE AVAILABLE FROM THE RESPECTIVEJURISDICTION.H.STREET ACCESSADJACENT TO MAJOR THOROUGHFARES OR COLLECTOR STREETS.I.PERMITTED USEGROUP HOUSING (HOTEL) - PCARE FACILITIES (HOSPITAL, OUTPATIENT) - CUPSCHOOLS - CUPOUTDOOR RECREATION - CUPRESIDENTIAL - PSERVICES -CUPUTILITIES - CUP J.MINIMUM LOT SIZE6,000 (
S
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K.MINIMUM AVERAGE LOT WIDTH50 FEET, (NA
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L.MINIMUM STREET FRONTAGE20 FE
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M.PRIOR CREATED LOTS
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N.CITY OF REXBURG COMPREHENSIVE PLAN
2
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4
O.CITY OF REXBURG DEVELOPMENT CODE
F
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P.IDAPA 58.01.08 PUBLIC DRINKING WATER SYSTEMS
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Q.IDAPA 58.01.16 WASTEWATER RULES
C
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R.BUILDING CODESa.INTERNATIONAL BUILDING CODE (IBC)
2
0
1
2
b.INTERNATIONAL MECHANICAL CODE (IMC)
2
0
1
2
c.INTERNATIONAL ENERGY CONSERVATION CODE (IEC
C
)
2
0
1
2
d.INTERNATIONAL FIRE CODE (IFC)
2
0
1
2
EASEMENTS AND SETBACKSS.FRONT YARD
2
5
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;
EXCEPTION: WHEN THE STREET UPON WHICH THE PAR
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STREET NAMEPENDING
STREET NAME
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PHASE 1
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3
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N89°56'19"E 2630.51'
N
0
°
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"
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S0°00'11"E 460.00'N89°56'19"E 643.80'
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S45°09'16"E 90.00'N44°54'56"E 156.00'N89°59'49"E 100.00'N0°00'11"W 132.00'S89°59'49"W 100.00'S0°00'11"E 132.00'N0°00'11"W 132.00'N89°59'49"E 100.00'S0°00'11"E 132.00'S89°59'49"W 100.00'S89°59'49"W90.00'S0°00'11"E 216.00'N89°59'49"E 90.00'N0°00'11"W 216.00'N89°55'27"E 156.00'S89°55'27"W 156.00'S89°55'27"W 156.00'N89°55'27"E 156.00'S89°55'27"W 156.00'N89°55'27"E 156.00'S45°09'16"E 132.00'S44°50'44"W 100.00'N45°09'16"W 132.00'N44°50'44"E 100.00'
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N89°56'19"E 643.80'N89°56'19"E 643.80'N89°56'19"E 643.80'N89°56'19"E 643.80'N89°56'19"E 68.00'S89°59'49"W 100.00'
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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H
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
E
B
R
U
A
R
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.PRELIMINARY DESIGN 4/21BEC
5
C
-
M
P
-
0
3
HARDSCAPE
MASTER PLAN
1
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-
D
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39.0'14.5'
7
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5
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7.0'68.0'
6
8
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2000 SOUTH
2
6
.
0
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26.0'
2
6
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1
"
=
5
0
'
CONSTRUCTION NOTESA.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK ANDSHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES.B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF NEW ORDIFFERENT BENCHMARKS ARE DESIRED, CONTACT THE ENGINEER OR THESURVEYOR.C.HARDSCAPE CONSTRUCTION SHALL CONFORM WITH THE CITY OF REXBURG,RESOLUTION 2016-15 AS WELL AS THE IDAHO DIVISON OF PUBLIC WORKSSTANDARDS FOR PUBLIC WORKS CONSTRUCTION AS FOLLOWS:a)EARTHWORK INCLUDING EROSION CONTROLDIVISION 200b)TRENCHINGDIVISION 300c)CONCRETEDIVISION 700d)AGGREGATES AND ASPHALTDIVISION 800e)CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICESDIVISION 1000f)TRAFFIC CONTROLDIVISION 1100g)MISCELLANEOUSDIVISION 2000KEYED NOTESROADWAY AND PARKING1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD CURB& GUTTER.2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD DETAILS,COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - TWODIRECTIONAL DEPRESSED ACCESS.3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL &MULTIFAMILY DRIVEWAY.4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY
O
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DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET
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SHEET 9.5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXAC
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8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD
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S
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F
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CITY OF REXBURG STANDARD DETAILS.9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH C
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10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIA
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SD-712.11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWA
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C-DT-01.12.CONSTRUCT 3” ROLLED GUTTER PER ISPWC SD-70213.CONSTRUCT CURB CUT PER ISPWC SD-70614.CONSTRUCT SHALLOW MANHOLE PER ISPWC SD-505
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15.CONSTRUCT STANDARD IRRIGATION STAND-PIPE PER
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16.CONSTRUCT INFILTRATOR PER ISPWC SD-
2
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5
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2000 SOUTHLOT 1 LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7 BLOCK 4 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 3LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 2LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 1 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6BLOCK 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6BLOCK 7LOT 1LOT 2LOT 3LOT 4BLOCK 5 LOT 5LOT 6BLO
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LOT 1LOT 2LOT 3LOT 4
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LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
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LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
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LOT 6
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:
S
H
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N
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
E
B
R
U
A
R
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.PRELIMINARY DESIGN 4/21BEC
6
C
-
M
P
-
0
4
UTILITY
MASTER PLAN
CONSTRUCTION NOTESA.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO CENTERLINEUNLESS OTHERWISE NOTED.B.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISENOTED.C.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESSRELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH OTHERASPECTS OF THE PROJECT.D.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE BETWEEN ALLEXISTING WATER LINESA ND NEW SEWER LINES EXCEPT WHERE WATER AND SEWER LINESCROSS AT APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICALSPEARATION SHALL BE MAINTAINED.E.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS OTHERWISE SHOWNON THE PLANS, SHALL BE FIVE (5) FEET.F.THE CONTRACTOR SHALL INVESTIGATE GROUNDWATER CONDITIONS PRIOR TOCONSTRUCTION AND SHALL BE RESPONSIBLE FOR ANY DEWATERING NECESSRY TOCONSTRUCT THE PROJECT.G.UTILITY INSTALLATION SHALL CONFORM WITH THE CITY OF REXBURG, RESOLUTION 2016-15AS WELL AS THE IDAHO DIVISON OF PUBLIC WORKS STANDARDS FOR PUBLIC WORKSCONSTRUCTION AS FOLLOWS:a.EARTHWORKDIVISION 200b.TRENCHINGDIVISION 300c.WATER LINES AND APPURTENANCESDIVISION 400d.SEWER LINES AND APPURTENANCESDIVISION 500e.CULVERTS, STORM DRAIN, AND GRAVITY IRRIGATIONDIVISION 600f.CONCRETEDIVISION 700g.AGGREGATES AND ASPHALTDIVISION 800h.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICESDIVISION 1000i.MISCELLANEOUSDIVISION 2000 CULINARY WATERH.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY US
E
S
H
A
L
L
C
O
M
P
L
Y
WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.I.MINIMUM WATER MAIN SIZE SHALL BE 8-INCH DIAMETER, UNLESS A 6-INC
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SHALL BE AS REQUIRED IN THE INTERNATIONAL FIRE CODE FOR ZONES O
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APPROVED WATER LINE MATERIALS ARE CLASS 200 PSI POLYETHYLENE
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END OF PIPEINV: 4838.30 S=0.50%L=202.20' SSMH #11RIM EL: 4848.15INV: S: 4837.21INV W: 4837.31
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
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CONCORDIA W. ELK
B. CROWTHER 1.PRELIMINARY DESIGN 4/21BEC
7
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GRADING & DRAINAGE
MASTER PLAN
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CONSTRUCTION NOTESA.CLEARING AND GRUBBING SHALL BE PERFORMED PER ISPWC SECTION 201 -CLEARING AND GRUBBING AND REMOVAL OF OBSTRUCTIONS.B.EXCAVATION AND EMBANKMENT SHALL BE PERFORMED PER ISPWC SECTION 202 -EXCAVATION AND EMBANKMENTa.EMBANKMENT CONSTRUCTION CONSISTS OF THE CONSTRUCTION OF FILLS ANDPLACEMENT OF BACKFILLS WITHIN THE PROJECT LIMITS TO THE LINES, GRADES,DIMENSIONS AND THE TYPICAL SECTDIONS SHOWN ON THE CONTRACTDOCUMENTS OR AS DESIGNATED.C.EMBANKMENT AND STRUCTURAL FILL MATERIALS SHALL BE PROVIDED PER ISPWCSECTION 203 - SOIL MATERIALSD.STRUCTURAL EXCAVATION, BACKFILL AND COMPACTION SHALL BE PERFORMEDPER ISPWC SECTION 204 - STRUCTURAL EXCAVATION AND COMPACTINGBACKFILL.E.DEWATERING, IF NECESSARY, SHALL BE PERFORMED PER ISPWC SECTION 205 -DEWATERING.F.EROSION CONTROL SHALL BE PERFORMED PER ISPWC SECTION 206 -PERMANENT EROSION CONTROL.G.STORMWATER MANAGEMENT SHALL BE PROVIDED AND PERFORMED PERSECTION SECTION 207 - PERMANENT STORMWATER BEST MANAGEMENTPRACTICES.H.TRENCH EXCAVATION SHOULD BE PERFORMED PER ISPWC SECTION 301 -TRENCH EXCAVATION.I.ROCK EXCAVATION, IF NECESSSARY, SHALL BE PERFORMED PER SECTION 302 -ROCK EXCAVATION.J.OVEREXCAVATION FOR UNSUITABLE MATERIALS SHALL BE PERFORMED PERSECTION 304 - TRENCH FOUNDATION STABILIZATION.K.BACKFILLING OF TRENCHES SHALL BE PERFORMED PER SECTION 306 - TRENCHBACKFILL.L.PROVIDE AND INSTALL STORM DRAIN INLETS, CATCH BASINS, MANHOLES, AND OTHER STORM DRAIN COMPONENTS PER ISPWC DIVI
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
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2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.PRELIMINARY DESIGN 4/21BEC
8
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
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2
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STREET NAME
PENDING
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STREET NAME PENDINGSTREET NAMEPENDING 65.15'60'
6
8
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LOT 1LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6
BLOCK 6
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
L
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LOT 1 LOT 2 LOT 3
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BLOCK 4
3
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N89°59'49"E 100.00'N0°00'11"W 132.00'S89°59'49"W 100.00'S0°00'11"E 132.00'N0°00'11"W 132.00'N89°59'49"E 100.00'S0°00'11"E 132.00'S89°59'49"W 100.00'
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DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
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PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
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DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
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PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
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BLOCK 17SMITH RANCH ROAD
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
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CONCORDIA W. ELK
B. CROWTHER 1.PRELIMINARY DESIGN 4/21BEC
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EX SSMHRIM EL: 4847.75INV N: 4836.35INV W: 4836.43 EX SSMHRIM EL: 4847.35INV N: 4836.24INV S: 4836.34INV E: 4836.43 EX SSMHRIM EL: 4846.55INV N: 4835.66INV S: 4835.76
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L
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LOT 6SMITH RANCH ROAD(68' R/W) SSMH #1RIM EL: 4846.40INV E: 4836.40 SSMH #2RIM EL: 4846.60INV N: 4835.68INV W: 4835.68INV E: 4835.58 SSMH #8RIM EL: 4847.50INV N: 4832.73INV S: 4832.63INV E: 4832.63 SSMH #3RIM EL: 4846.60INV S: 4836.50 SSMH #4RIM EL: 4847.75INV: E: 4835.24INV: W: 4835.24INV N: 4835.14
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SSMH #7RIM EL: 4847.99INV W: 4833.21INV SE: 4833.11 SSMH #
6
RIM EL: 4847.
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0
INV SE: 4833.
7
1
INV NE: 4833.
7
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LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
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LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 7 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 15
B
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BLOCK 17SMITH RANCH ROAD
CONCORDIA ROAD
STREET NAME
PENDING
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STREET NAME PENDINGSTREET NAMEPENDINGLOT 1LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
L
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BLOCK 4
BLOCK 5
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LOT 1 LOT 2 LOT 3 LOT 4
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
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B
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2
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2
2
CONCORDIA W. ELK
B. CROWTHER 1.PRELIMINARY DESIGN 4/21BEC
7
C
-
M
P
-
0
5
GRADING & DRAINAGE
MASTER PLAN
TA 4846.40TA 4846.60 TA 4845.83 TA 4846.10TA 4846.64TA 4846.13 TA 4846.24TA 4846.19 TA 4846.26 TA 4845.83TA 4846.62TA 4846.70 TA 4846.79TA 4846.26TA 4846.62 TA 4847.09TA 4847.08TA 4847.18TA 4847.18
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4
'
5
6
"
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1
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6
.
0
0
'
N45°09'16"W 90.00'N44°54'56"E 156.00'
N0°00'11"W 154.00'
N
8
9
°
5
9
'
4
9
"
E
1
0
0
.
0
0
'
S0°00'11"E 154.00'
S
8
9
°
5
9
'
4
9
"
W
1
0
0
.
0
0
'
N0°00'11"W 154.00'
S0°00'11"E 154.00'
S
8
9
°
5
9
'
4
9
"
W
1
0
0
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'
N
8
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°
5
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E
6
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8
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N
8
9
°
5
6
'
1
9
"
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.
8
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5
6
'
1
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E
6
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.
8
0
'
N
8
9
°
5
6
'
1
9
"
E
6
4
3
.
8
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'
N89°56'19"E 68.00'
S
8
9
°
5
9
'
4
9
"
W
1
0
0
.
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'
P
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S
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:
QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detail
or design concept is the property of Civilize,
PLLC. and shall not be copied without the
written authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISION
F
E
B
R
U
A
R
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.PRELIMINARY DESIGN 4/21BEC
8
C
-
M
P
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6
LANDSCAPE MASTER
PLAN - PHASE1
P
H
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2
2000 SOUTH BLOCK 3
B
L
O
C
K
2
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
B
L
O
C
K
1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 7 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 15
B
L
O
C
K
1
6
BLOCK 17SMITH RANCH ROAD
CONCORDIA ROAD
S
C
A
L
E
:
P
L
A
N
V
I
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W
1
"
=
3
0
'
5
.
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'
STREET NAME
PENDING
S
T
R
E
E
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N
A
M
E
P
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D
I
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G
S
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R
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P
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STREET NAME PENDINGSTREET NAMEPENDINGLOT 1LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6 BLOCK 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
L
O
T
1
L
O
T
2
L
O
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3
L
O
T
4
L
O
T
5
L
O
T
6
L
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T
1
L
O
T
2
L
O
T
3
L
O
T
4
L
O
T
5
L
O
T
7
BLOCK 4
BLOCK 5
S
T
R
E
E
T
N
A
M
E
P
E
N
D
I
N
G
L
O
T
6
L
O
T
1
L
O
T
2
L
O
T
3
L
O
T
4
L
O
T
5
L
O
T
6
L
O
T
7
L
O
T
1
L
O
T
2
L
O
T
3
L
O
T
4
L
O
T
5
L
O
T
6
LOT 1 LOT 2 LOT 3 LOT 4
BLOCK 4
P
H
A
S
E
2
3
0
'
3
0
'
3
0
1
5
'
N
4
4
°
5
0
'
4
4
"
E
1
0
0
.
0
0
'
5+00 6+00
60+00
4828
4832
4836
4840
4844
4848
4852
4856
4828
4832
4836
4840
4844
4848
4852
4856
4+66 5+00 6+00 6+60
5+00
48
4
6
.
7
0
6+00
48
4
6
.
7
0
48
4
7
.
1
6
2
1.41%
GRADE BREAK STA = 5+67.95
ELEV = 4846.710
GRADE BREAK STA = 6+24.01
ELEV = 4847.500
PAGE NO:
DATE:
SHEET NO:
QA
/
Q
C
DE
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PE
B
B
L
E
C
R
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SU
B
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I
V
I
S
I
O
N
FEBRUARY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
PR
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L
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A
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D
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4/
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1
BE
C
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ST
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6
+
5
9
.
5
5
0
SCALE: 1" =
20'20'
20'
10'
E
W
9
C-PP-01
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
S
M
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A
N
C
H
R
D
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
36
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
TA 4847.72
TA 4847.11
TA 4847.11TA 4846.32
TA 4846.71
TA 4846.32
TA 4847.50
TA 4847.11
R=20.00'
N=777124.6549
E=746919.2390 R=20.00'
N=777124.6549
E=746919.2390
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
SSMH #8
RIM EL: 4847.50
INTERSECTION OF
SMITH RANCH RD RD
STA 6+24.01 & ROAD AA
ST STA 10+00.00
15.00' UTILITY
EASEMENT
5'
95'
12"
INV E: 4832.63
INV S: 4832.63
INV N: 4832.73
SSMH #8
RIM EL: 4847.50
42
42
37 37
1 30
39
37
37
2
10
2
10
38
39
9
5'
BURY DEPTH
12"30
EX SEWER
LINE TYP.
FINISH GRADE
TYP.
EX GRADE
TYP.
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
9+50 10+00 11+00 12+00 13+00
10+00
48
4
6
.
7
1
48
4
7
.
7
5
0
11+00
48
4
6
.
7
0
48
4
7
.
8
1
1
12+00
48
4
6
.
6
7
48
4
7
.
7
4
4
-0.04%0.62%
-0.25%
-0.39%
GRADE BREAK STA = 10+00.00
ELEV = 4847.750
GRADE BREAK STA = 10+85.26
ELEV = 4847.720
GRADE BREAK STA = 11+28.85
ELEV = 4847.990
GRADE BREAK STA = 11+52.76
ELEV = 4847.930
GRADE BREAK STA = 12+61.93
ELEV = 4847.500
10+
0
0
11+
0
0
12+00 13+00
DYH
DYH
MA
T
C
H
L
I
N
E
P
H
A
S
E
1
ST
A
T
I
O
N
1
3
+
0
0
.
0
0
SE
E
S
H
E
E
T
?
-
?
?
-
?
?
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
P
H
A
S
E
1
S
T
A
T
I
O
N
1
3
+
0
0
.
0
0
SE
E
S
H
E
E
T
C
-
P
P
-
0
3
SSMH #8
STA 10+00.00
RIM EL: 4847.50
SSMH #7
RIM EL: 4847.99
INV W: 4833.21
INV E: 4833.11
SSMH #6
STA 12+61.93
RIM EL: 4847.50
R=20.00'
N=777124.8713
E=746919.0207
TA 4847.23
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
N89
°
5
5
'
5
8
.
2
6
"
E
1
2
8
.
8
5
N45°09'16.33"E 217.13'
TA 4847.23
R=20.00'
N=777195.6433
E=746919.2350
PHASE 2 LINE
PHASE 1 LINE
SEE SHEET C-PP-09
FOR PLAN AND
PROFILE SHEET
R=20.00'
N=777195.6522
E=746926.8334
15.00' UTILITY EASEMENT
TA 4847.62
TA 4847.66
TA 4847.51
TA 4847.62
TA 4847.65
TA 4847.66
TA 4847.38
TA 4847.09
TA 4847.51
TA 4847.27
INTERSECTION OF
ROAD AA STA
12+61.93 & ROAD EE
ST STA 70+00.00
INTERSECTION OF
SMITH RANCH RD RD
STA 6+24.01 & ROAD AA
ST STA 10+00.00
FURNISH AND INSTALL
16', 18" DIA. CMP OR
HDPE CULVERT
INTERSECTION OF
ROAD AA STA 10+85.26 &
ROAD FF STA 60+00.00
LOT 1LOT 2LOT 3LOT 5LOT 6
BLOCK 15
LOT 1
BLOCK 17
PAGE NO:
DATE:
SHEET NO:
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/
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A
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FEBRUARY 2022
CO
N
C
O
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W.
E
L
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B.
C
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1.
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4/
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BE
C
LOT 4
LOT 2
LOT 1
BLOCK 16
LOT 2
FINISH GRADE
TYP
EX GRADE
TYP
TA 4847.65
INV E: 4832.63
INV S: 4832.63
INV N: 4832.73
SSMH #8
STA 10+00.00
RIM EL: 4847.50
SSMH #7
STA 11+40.80
RIM EL: 4847.99
INV E: 4833.11
INV W: 4833.21 INV E: 4833.61
INV S: 4833.71
SSMH #6
STA 12+61.93
RIM EL: 4847.50
SEE SHEET C-PP-09
FOR PLAN AND
PROFILE SHEET
ROAD AA
RO
A
D
E
E
R
O
A
D
F
F
R=20.00'
N=777195.4962
E=746997.5838
R=20.00'
N=777124.5678
E=747104.7681
R=20.00'
N=777074.4988
E=747155.1096
S=0.50% L=141.73'S=0.50% L=120.93 S=0.50% L=123.55
13.0040' LANE WIDTH
13.00' LANE WIDTH
25.9995'
PAVEMENT
WIDTH
5'
10'
10
C-PP-02
PL
A
N
&
P
R
O
F
I
L
E
S
H
E
E
T
??
?
?
R
D
42
42
1
1
8
42
9
2
10
2
10
11
30
37
3843
40
20
37
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
8"
8"
44
42
42
42
308"
408"
L=23.91, R=30.50'
Δ=44°54'45"
38
5'
BURY DEPTH
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
13+00 14+00 15+00 16+00 16+25
14+00
48
4
6
.
4
5
48
4
7
.
0
2
8
15+00
48
4
6
.
2
3
48
4
7
.
4
1
6
16+00
-0.41%-0.14%0.39%
GRADE BREAK STA = 13+69.89
ELEV = 4847.060
GRADE BREAK STA = 13+97.86
ELEV = 4847.020
GRADE BREAK STA = 15+86.06
ELEV = 4847.750
4846
S45
°
0
9
'
1
6
"
E
9
0
.
0
0
'
N
4
4
°
5
4
'
5
6
"
E
1
5
6
.
0
0
'
N8
9
°
5
9
'
4
9
"
E
1
0
0
.
0
0
'
N0°00'11"W 132.00'
S8
9
°
5
9
'
4
9
"
W
1
0
0
.
0
0
'
S8
9
°
5
9
'
4
9
"
W
90
.
0
0
'
S0°00'11"E 216.00'
N8
9
°
5
9
'
4
9
"
E
9
0
.
0
0
'
L79
S8
9
°
5
5
'
2
7
"
W
1
5
6
.
0
0
'
L80
N8
9
°
5
5
'
2
7
"
E
1
5
6
.
0
0
'
L81
L83
L103
L104
L105
L107
13+
0
0
14+00 15+00 15+86
PAGE NO:
DATE:
SHEET NO:
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FEBRUARY 2022
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E
S
H
E
E
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C
-
P
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-
0
2
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SCALE: 1" =
20'20'
20'
10'
E
W
M
A
T
C
H
L
I
N
E
P
H
A
S
E
1
S
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A
T
I
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2
SSMH #5
STA 13+83.88
RIM EL: 4847.00
SEE SHEET C-PP-04
FOR PLAN AND
PROFILE SHEET
EX GRADE
TYP
ROAD AA
RO
A
D
B
B
R=20.00'
N=776820.5006
E=747227.4447
R=20.00'
N=747156.3078
Y =76820.4273
TA 4846.98
TA 4846.98
TA 4846.75
TA 4846.79
TA 4846.79
TA 4846.75
TA 4846.86
TA 4847.01
TA 4847.37
TA 4847.48
SSMH #5
STA 13+83.88
RIM EL: 4847.00
SSMH #4
STA 15+86.06
RIM EL: 4847.75
INV N: 4835.14
INV W: 4835.24
INV E: 4835.24
INV E: 4834.56
INV W: 4834.66
SSMH #4
STA 15+86.06
RIM EL: 4847.75
S=0.50% L=123.55
S=0.50% L=214.64'
FINISH GRADE
TYP
FINISH GRADE
TYP
N45
°
0
9
'
1
6
.
3
3
"
E
2
1
7
.
1
3
'
S0°00'12.34"E 188.19'
9
8 10'
10'
PHA
S
E
2
L
I
N
E
PHA
S
E
1
L
I
N
E
LOT 1
LOT 2
LOT 3
LOT 5
BLO
C
K
1
6
LOT 4
LOT 1LOT 2LOT 3LOT 5LOT 6
BLOCK 6
LOT 4
LOT 1LOT 2LOT 3LOT 5LOT 6
BLOCK 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 5
LOT 6
LOT 4
BL
O
C
K
2
R=3.00'
N=777000.1504
E=747153.2794
R=3.00'
N=777026.2491
E=747127.0459
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH INTERSECTION OF
ROAD AA STA 15+86.06 &
ROAD BB STA 22+55.67
11
C-PP-03
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
R
O
A
D
A
A
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
42 1
11
30
42
37
1
38
31.00'
25.00'
L=27.98, R=35.50'
Δ=45°09'04"
8"
40 8"
42
42
308"
408"
5'
BURY DEPTH
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
19+50 20+00 21+00 22+00 23+00
20+00
48
4
5
.
7
0
48
4
6
.
4
0
0
21+00
48
4
5
.
7
0
48
4
6
.
5
7
0
22+00
48
4
5
.
7
0
48
4
7
.
2
8
7
0.17%
0.83%
GRADE BREAK STA = 20+00.00
ELEV = 4846.400
GRADE BREAK STA = 21+17.32
ELEV = 4846.600
GRADE BREAK STA = 22+55.67
ELEV = 4847.750
48
4
6
4
8
4
6
S0
°
0
0
'
1
1
"
E
4
6
0
.
0
0
'
N89°59'49"E 100.00'
N0
°
0
0
'
1
1
"
W
1
3
2
.
0
0
'
S0
°
0
0
'
1
1
"
E
1
3
2
.
0
0
'
N0
°
0
0
'
1
1
"
W
1
3
2
.
0
0
'
S0
°
0
0
'
1
1
"
E
1
3
2
.
0
0
'
S89°59'49"W 100.00'
S89°55'27"W 156.00'
L8
0
N89°55'27"E 156.00'S89°55'27"W 156.00'
L8
2
N89°55'27"E 156.00'
L8
3
L1
0
4
L1
0
6
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CO
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SSMH #1
STA 20+00.00
RIM EL: 4846.40
N89°55'26.37"E 503.97'
5'
LOT 1
LOT 2
LOT 3
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
LOT 1
LOT 2
LOT 3
LOT 1 LOT 2 LOT 3 LOT 5LOT 4
BLOCK 3 BLOCK 2
BL
O
C
K
7
BLOCK 6
SSMH #2
STA 21+17.32
RIM EL: 4846.60
RO
A
D
C
C
ROAD BB
RO
A
D
A
A
SSMH #4
STA 22+55.67
RIM EL: 4847.75
TA 4846.13
TA 4846.64 TA 4846.24
TA 4846.19
TA 4846.26
TA 4846.62
TA 4846.70
TA 4846.79
TA 4847.09
TA 4847.08 TA 4847.18 TA 4847.45
TA 4846.13 TA 4847.45TA 4847.18TA 4846.62
TA 4846.26
R=20.00'
N=776819.9608
E=747018.2485
R=3.00'
N=776803.1122
E=746979.9294
R=20.00'
N=776819.9608
E=747018.2485
R=3.00'
N=776803.2642
E=747098.6544
R=3.00'
N=776803.3606
E=747145.5444
R=20.00'
N=776820.4273
E=747156.3078
R=20.00'
N=776820.5006
E=747227.4447
8"
8"
TYP TYP
EX GRADE
TYP
SSMH #2
STA 21+17.32
RIM EL: 4846.60
INV N: 4835.14
INV W: 4835.24
INV E: 4835.24
SSMH #1
STA 12+00.00
RIM EL: 4846.40
S=0.50% L=112.43
S=0.50% L=139.56'
FINISH GRADE
TYP
SSMH #4
STA 22+55.67
RIM EL: 4847.75
INV N: 4835.58
INV W: 4835.68
INV N: 4835.68
INV E: 4836.30
S=0.50% L=153.80'
SEE SHEET C-PP-006
FOR PLAN AND
PROFILE SHEET
SEE SHEET C-PP-03
FOR PLAN AND
PROFILE SHEET
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
FURNISH AND INSTALL
15', 18" DIA. CMP OR
HDPE CULVERT
INTERSECTION OF
ROAD BB STA 21+17.32 &
ROAD FF STA 30+00.00
INTERSECTION OF
ROAD BB STA 22+55.67 &
ROAD AA STA 15+86.06
12
C-PP-04
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CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
42 1 36
37
9
42
42
111
14
40
37
38 43
42
42
42
21
40.74'
25.68'
40.85'
44
25.17'
30
8"
408"
5'
BURY DEPTH
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
23+00 24+00 25+00 25+50
24+00
48
4
6
.
7
0
48
4
7
.
6
5
6
25+00
48
4
6
.
7
0
48
4
7
.
8
4
2
-0.07%0.21%
GRADE BREAK STA = 24+09.48
ELEV = 4847.650
GRADE BREAK STA = 25+03.97
ELEV = 4847.850
N89°59'49"E 90.00'
L7
8
S89°55'27"W 156.00'
L7
9
L8
1
S89°59'49"W 100.00'
L1
0
2
L1
0
3
L1
0
5
23+00 24+00 25+0025+04
DYH
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SCALE: 1" =
20'20'
20'
10'
EW
MA
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SSMH #9
STA 24+09.48
RIM EL: 4847.15
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
BL
O
C
K
5
8"
TYP TYP
EX GRADE
TYP
SSMH #9
STA 24+09.48
RIM EL: 4847.15
FINISH GRADE
TYP
SSMH #10
STA 25+03.97
RIM EL: 4847.51
INV w: 4835.89
INV E: 4835.99
INV N: 4835.99
INV E: 4836.23
S=0.50% L=153.80'
SEE SHEET C-PP-07
FOR PLAN AND
PROFILE SHEET
N89°55'26.37"E 503.97'
ROAD BB
S=0.50% L=92.23'
TA 4847.41
TA 4847.40
TA 4847.40
TA 4847.48
TA 4847.46
R=3.00'
N=776803.5179
E=747245.4165 R=3.00'
N=776803.4762
E=747292.2568
R=20.00'
N=776820.6027
E=747310.1531
R=20.00'
N=776820.5879
E=747381.1380
R=3.00'
N=776803.6518
E=747385.7207
TA 4847.52 TA 4847.59
R=3.00'
N=776803.7137
E=747432.5605
TA 4847.40
TA 4847.40
TA 4847.45 TA 4857.55 TA 4847.58
TA 4847.58
RO
A
D
D
D
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
BL
O
C
K
4
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 6
BLOCK 1BLOCK 2
SSMH #10
STA 25+03.97
RIM EL: 4847.51
5'
8"
PAGE NO:
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e
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e
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f
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a
i
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or
d
e
s
i
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n
c
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c
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p
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p
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C
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i
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e
,
PL
L
C
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a
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d
s
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a
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o
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e
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i
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wr
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n
a
u
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o
r
i
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a
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o
f
C
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v
i
l
i
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e
,
P
L
L
C
.
PR
O
J
E
C
T
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01
-
2
1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
S
I
O
N
FEBRUARY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
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R
1.
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
4/
2
1
BE
C
MATCHLINE PHASE 2 STATION 23+00.00
INTERSECTION OF
ROAD BB STA 24+09.48 &
ROAD DD STA 40+00.00
13
C-PP-05
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
R
O
A
D
B
B
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
40.85'
25.45'
42
1
37
1140
39 43
42
42
42
9
30
1
44
308"
408"
5'
BURY DEPTH
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
29+50 30+00 31+00 32+00
30+00
48
4
5
.
7
0
48
4
6
.
6
0
0
31+00
48
4
5
.
8
4
48
4
6
.
3
1
8
-0.28%
GRADE BREAK STA = 30+00.00
ELEV = 4846.600 GRADE BREAK STA = 31+77.26
ELEV = 4846.100
4846
N8
9
°
5
9
'
4
9
"
E
1
0
0
.
0
0
'
S8
9
°
5
9
'
4
9
"
W
1
0
0
.
0
0
'
S0°00'11"E 132.00'
N8
9
°
5
9
'
4
9
"
E
1
0
0
.
0
0
'
S0°00'11"E 132.00'
S8
9
°
5
9
'
4
9
"
W
1
0
0
.
0
0
'
S8
9
°
5
5
'
2
7
"
W
1
5
6
.
0
0
'
0
SCALE: 1" =
20'20'
20'
10'
E
W
PAGE NO:
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PL
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,
P
L
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PR
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-
2
1
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4
2
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B
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E
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I
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FEBRUARY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
4/
2
1
BE
C
SEE SHEET C-PP-04
FOR PLAN AND
PROFILE SHEET
TA 4846.33
INV E: 4835.58
INV W: 4835.68
INV N: 4835.68
S=0.50% L=184.52'
8"
BLOCK 6
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6
BLOCK 7
LOT 4
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
INV N: 4836.50
SSMH #2
STA 30+00.00
RIM EL: 4846.60
SSMH #3
STA 31+77.00
RIM EL: 4846.10
SSMH #2
STA 30+00.00
RIM EL: 4846.60
INTERSECTION OF
ROAD CC STA 30+00.00 &
ROAD BB STA 21+17.32
TA 4845.83
TA 4846.33
TA 4845.83
ROAD CC
N0°00'11"W 177.26'
R=20.00'
N=776819.9608
E=747018.2485
R=20.00'
N=776819.9608
E=747018.2485
RO
A
D
B
B
8"
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
FINISH GRADE
TYP
EX GRADE
TYP
14
C-PP-06
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
R
O
A
D
C
C
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
1
1
23
42
42
30
33 43
42
11
SSMH #3
STA 31+77.00
RIM EL: 4846.10
42
44
37
14
7
308"
408"
5'
BURY DEPTH
37
4830
4832
4836
4840
4844
4848
4852
4856
4860
4830
4832
4836
4840
4844
4848
4852
4856
4860
39+50 40+00 41+00 42+00 42+76
40+00
48
4
6
.
7
0
48
4
7
.
6
5
0
41+00
48
4
6
.
7
0
48
4
7
.
8
5
5
42+00
48
4
6
.
8
6
48
4
8
.
0
5
9
0.20%
GRADE BREAK STA = 40+00.00
ELEV = 4847.650
GRADE BREAK STA = 42+44.23
ELEV = 4848.150
S8
9
°
5
9
'
4
9
"
W
90
.
0
0
'
S0°00'11"E 216.00'
N8
9
°
5
9
'
4
9
"
E
9
0
.
0
0
'
N0°00'11"W 216.00'
S8
9
°
5
5
'
2
7
"
W
1
5
6
.
0
0
'
L79
L81
N0°00'11"W 154.00'
N8
9
°
5
9
'
4
9
"
E
1
0
0
.
0
0
'
S8
9
°
5
9
'
4
9
"
W
1
0
0
.
0
0
'
L103
L105
40+00 41+00 42+00
DYH
DYH
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or
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s
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n
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c
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p
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p
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f
C
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e
,
PL
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C
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,
P
L
L
C
.
PR
O
J
E
C
T
N
O
.
01
-
2
1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
S
I
O
N
FEBRUARY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
4/
2
1
BE
C
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
S
T
A
T
I
O
N
4
2
+
7
5
.
5
5
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
4
2
+
7
5
.
5
5
SEE SHEET C-PP-05
FOR PLAN AND
PROFILE SHEET
INV N: 4835.89
INV W: 4835.99
INV E: 4835.99
S=0.50% L=255.23'
8"
BLOCK 4
BLOCK 5
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
15
C-PP-07
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
R
O
A
D
D
D
SSMH #11
STA 42+51.39
RIM EL: 4837.04
INTERSECTION OF
ROAD DD STA 40+00.00 &
ROAD BB STA 24+09.48
TA 4846.88
TA
ROAD DD
8"
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
INV S: 4837.31
INV W: 4837.21
SSMH #9
STA 30+00.00
RIM EL: 4847.15
SSMH #11
STA 42+44.23
RIM EL: 4848.15
SSMH #9
STA 30+00.00
RIM EL: 4847.15
N0°00'11"W 275.55
RO
A
D
D
D
LOT 7
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
TA 4847.63
SEE SHEET ?-??-??
FOR PLAN AND
PROFILE SHEET
TA 4847.63
TYPTYP
FINISH GRADE
TYP
EX GRADE
TYP
R=20.00'
N=776820.6027
E=747310.1531
R=20.00'
N=776820.5879
E=747381.1380
5'
INTERSECTION OF
ROAD DD STA 42+44.23 &
ROAD EE STA 55+00.00
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
42
1
11 23
42
30
38 43
42
25
37
1 9
36
37
21
44
37
37 37308"
408"
5'
BURY DEPTH
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
54+50 55+00 56+00 57+00 57+50
55+00
48
4
7
.
1
4
48
4
8
.
1
5
0
56+00
48
4
7
.
2
2
48
4
8
.
4
0
7
57+00
0.26%
GRADE BREAK STA = 55+00.00
ELEV = 4848.150
GRADE BREAK STA = 56+75.19
ELEV = 4848.600
N89°59'49"E 100.00'
S89°59'49"W 100.00'S89°59'49"W 100.00'
14
+
0
0
42
+
0
0
43
+
0
0
55+00 56+00 56+75
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01
-
2
1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
S
I
O
N
FEBRUARY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
4/
2
1
BE
C
0
SCALE: 1" =
20'20'
20'
10'
E
W
16
C-PP-08
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
R
O
A
D
E
E
SEE PHASE 2 FOR
PLAN AND PROFILE
SHEET
BLOCK 9
BL
O
C
K
5
28.00
PAVEMENT
WIDTH
TA 4847.63
ROAD EE 8"
LOT 1
LOT 2
LOT 6
LOT 7
LOT 5
LOT 4
SEE SHEET C-PP-10
FOR PLAN AND
PROFILE SHEET
FINISH GRADE
TYP
EX GRADE
TYP
R=20.00'
N=777065.2906
E=747381.3507
5'
INTERSECTION OF
ROAD EE STA 50+00.00 &
ROAD DD STA 42+44.23
INTERSECTION OF
ROAD EE STA 56+75.19 &
ROAD CONCORDIA RD
STA 13+84.91
S89D59'49"W 675.19'
14' LANE WIDTH
14' LANE WIDTH
R=20.00'
N=777045.8442
E=747485.3737
R=20.00'
N=776991.5773
E=747381.1858
R=20.00'
N=776991.6918
E=747478.8815
RO
A
D
D
D
TA 4847.63
TA 4848.12
TA 4848.12
5'
LOT 6
FURNISH AND INSTALL
50', 18" DIA. CMP OR
HDPE CULVERT
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
PHASE 2 LINE
PHASE 1 LINE
1
11
30
37
9
1
37
9
SSMH #11
STA 55+00.00
RIM EL: 4848.15
SSMH #11
STA 42+44.23
RIM EL: 4848.15
42
25
308"
408"
5'
BURY DEPTH
8" CAP OR
PLUG
8" CAP OR
PLUG
INV S: 4837.21
INV W: 4837.31
37
37
INV W: 4838.30
8" CAP OR
PLUG
8" CAP OR
PLUG
S=0.50% L=202.20'
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
59+50 60+00 60+35
60+00
48
4
6
.
7
0
48
4
7
.
7
2
0
GRADE BREAK STA = 60+00.00
ELEV = 4847.720
S45
°
0
9
'
1
6
"
E
1
3
2
.
0
0
'
N
4
4
°
5
0
'
4
4
"
E
1
0
0
.
0
0
'
6+00
60+00
10
+
0
0
11
+
0
0
12+
0
0
S4
5
°
0
9
'
1
6
"
E
1
3
2
.
0
0
'
S44°50'44"W 100.00'
70+00
4830
4832
4836
4840
4844
4848
4852
4856
4860
4830
4832
4836
4840
4844
4848
4852
4856
4860
69+50 70+00 70+16
70+00
48
4
6
.
5
5
48
4
7
.
5
0
0
GRADE BREAK STA = 70+00.00
ELEV = 4847.500
PAGE NO:
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BY
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e
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e
o
f
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e
t
a
i
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or
d
e
s
i
g
n
c
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c
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p
t
i
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t
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p
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o
p
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t
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o
f
C
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i
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e
,
PL
L
C
.
a
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a
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n
o
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b
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p
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wr
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a
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o
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e
,
P
L
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.
PR
O
J
E
C
T
N
O
.
01
-
2
1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
S
I
O
N
FEBRUARY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
4/
2
1
BE
C
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
6
0
+
3
5
.
4
4
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
7
0
+
1
5
.
5
0
17
C-PP-09
PH
A
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
SH
E
E
T
R
O
A
D
F
F
&
R
O
A
D
G
G
0
SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
7
0
+
1
5
.
5
0
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
8"30
1
408"
5'
BURY DEPTH
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
INTERSECTION OF
ROAD AA STA 10+85.26 &
ROAD FF STA 60+00.00
S0°00'11"W 315.85'
R=20.00'
N=777195.6522
E=746926.8334
R=20.00'
N=777195.4962
E=746997.5838
11
13' LANE WIDTH
1
5'9
TA 4847.51
TA 4847.51
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
6
0
+
3
5
.
4
4
SSMH #6
STA 12+61.93
RIM EL: 4847.50
INTERSECTION OF
ROAD EE
ST STA 70+00.00 &
ROAD AA STA
12+61.93
42
14' LANE WIDTH
TA 4847.38
TA 4847.09
11
INV E: 4833.61
INV S: 4833.71
SSMH #6
STA 70+00.00
RIM EL: 4847.50
S=0.50%
L=228.18'
42
8"30
408"
EX GRADE
TYP
FINISH GRADE
TYP
EX GRADE
TYP
FINISH GRADE
TYP
4832
4836
4840
4844
4848
4852
4856
4860
4864
4832
4836
4840
4844
4848
4852
4856
4860
4864
10+00 11+00 12+00 13+00 14+00 14+20
11+00
48
4
6
.
7
0
48
4
8
.
7
5
9
12+00
48
4
6
.
7
0
48
4
8
.
7
0
3
13+00
48
4
7
.
2
8
48
4
8
.
6
4
7
14+00
48
4
7
.
5
9
48
4
8
.
6
0
9
-0.06%
GRADE BREAK STA = 10+10.46
ELEV = 4848.809
GRADE BREAK STA = 13+84.91
ELEV = 4848.600
D
YH
L78
N8
9
°
5
9
'
4
9
"
E
1
0
0
.
0
0
'
S0°00'11"E 154.00'
S8
9
°
5
9
'
4
9
"
W
1
0
0
.
0
0
'
26
3
0
.
4
5
'
L102
10+00 11+00 12+00 13+00 14+00
25
+
0
0
25
+
0
4
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FEBRUARY 2022
CO
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E
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I
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SCALE: 1" =
20'20'
20'
10'
E
W
MA
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3
5
SEE SHEET C-PP-08
FOR PLAN AND
PROFILE SHEET
INTERSECTION OF
CONCORDIA RD STA
13+84.91 & ROAD EE
ST STA 56+75.19
SEE SHEET ?-??-??
FOR PLAN AND
PROFILE SHEET
19.50' LANE WORK
19.50' LANE WORK
68.00' ROW
GRAVEL
DRAINAGE
18
C-PP-10
PH
A
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E
1
-
P
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D
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO
BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE
EXACT UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL
UTILITIES THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE
TO CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS
UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID
INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT
ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL
BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM with CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a)EARTHWORK DIVISION 200
b)TRENCHING DIVISION 300
c)WATER LINES AND APPURTENANCES DIVISION 400
d)SEWER LINES AND APPURTENANCES DIVISION 500
e)PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD
61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
20.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISION OF PUBLIC
WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD
DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN
CONFORMANCE WITH SPECIFICATION DIVISION 300
21.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-407
CULINARY WATER
30.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS
50
31.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
32.CONNECT TO EXISTING 12-INCH WATER LINE
33.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
34.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
1 WATER SERVICE CONNECTION.
35.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
36.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
37.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
38.PROVIDE SEWER AND WATER SEPARATION WHERE LINES CROSS PER
ISPWC 2015 EDITION STANDARD DRAWINGS SD-40
39.FURNISH AND INSTALL 8” PIPE STUB
SANITARY SEWER
40.PIPE MATERIAL, GRAVITY LINES ( > 4” DIA).ASTM D3034 SDR 35 PVC PIPE.
41.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
42.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
43.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
44.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
45.FURNISH AND INSTALL GREASE TRAP PER DETAIL 1, SHEET C-DT-02.
STORM DRAIN
50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD
DETAILS, FLOWABLE FILL TRENCH DETAIL, SHEET 8.
51.FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC
SD-602 WITH GRATE BY D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.l
52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD
DETAIL, INFILTRATOR.
STREET LIGHTING
60.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG ENGINEERING
STANDARDS. THE STREET LIGHT SHALL BE AMERICAN ELECTRIC LIGHTING
NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E. INSTALLATON
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1116,
CONCRETE FOOTING OR BASE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1119, WITH SERVICE PEDESTAL IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1127. ILLUMINATION ELECTRICAL SERVICE SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-11125. REQUIRED
POWER CLEARANCE SHALL BE IN ACCORDANCE WITH ISPWC STANDARD
DETAIL SD-1122.
61.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION SHALL BE
IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
62.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
TA 4848.40
8"
FINISH GRADE
TYP
EX GRADE
TYP
R=25.00'
N=776691.5947
E=747473.8973
N0D00'11"W 1308.11'
RO
A
D
D
D
TA 4848.40
5'
FURNISH AND INSTALL
51', 18" DIA. CMP OR
HDPE CULVERT
11
30
37
19
5'
BURY DEPTH
39 39
39
R=25.00'
N=776691.7236
E=747567.8974
CONCORDIA ROAD
32
2
10
2
10
37
5'9
1 TA 4848.23
TA 4848.23
TA 4848.23
TA 4848.23
R=25.00'
N=777065.0254
E=747478.8743
R=20.00'
N=776991.6918
E=747478.8815
TA 4848.85
TA 4848.68
15.00' UTILITY EASEMENT
3012"
37 3737
19
C-DT-01
RO
A
D
W
A
Y
C
R
O
S
S
SE
C
T
I
O
N
D
E
T
A
I
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S
SMITH RANCH RD & CONCORDIA RD
1
-2
-
13'2'13'2'
30'
15'15'
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FEBRUARY 2022
CO
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E
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B.
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