HomeMy WebLinkAboutINFRASTRUCTURE Rev. (2) 8.29.22 - 22-00303 - Pebble Creek - Parcel adjacent to 2332 W 2000 S - Plat (2)CONCORDIA
PEBBLE CREEK
CIVIL DESIGN
JULY 2022
LOCATION MAP
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PROJECT LOCATIONPOCATELLO
BOISE KETCHUM
MOSCOW
COEURd'ALENE
SALMON
CAREY
REXBURG
TWIN
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STATE OF
DRIGGS
PROJECT LOCATION
PROJECT NUMBER 01-21-0042
REXBURG
HIGHWAY
3
3
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Brent E Crowther
8/29/22
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
U
L
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC
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
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1
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1
4
B
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1
3
B
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K
1
2
B
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K
2
4
B
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O
C
K
2
2
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6BLOCK 15LOT 1LOT 2LOT 3LOT 4 BLOCK
1
6
LOT 5
L
O
T
6
L
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T
1
L
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T
2
L
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3
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4
B
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1
7
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5
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6
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1
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2
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3
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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
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1
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4
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5
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6
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1
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2
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3
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4
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5
L
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6
L
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1
L
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2
L
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3
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4
L
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5
L
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6
P
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MASTER SITE PLAN
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.
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) - PC. CARE FACILITIES (HOSPITAL, OUTPATIENT) - CUP D. SCHOOLS - CUPE.OUTDOOR RECREATION - CUP F. RESIDENTIAL - PG. SERVICES -CUPH. UTILITIES - CUP J. MINIMUM LOT SIZE6,000 (
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c. INTERNATIONAL ENERGY CONSERVATION CODE (IECC
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PHASE 1
P
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
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2
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CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC4
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DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
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Y
2
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2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC5
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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.NOT USED.4.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.5.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT
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C-DT-01.11.CONSTRUCT 3” ROLLED GUTTER PER ISPWC SD-70212.CONSTRUCT CURB CUT PER ISPWC SD-70613.CONSTRUCT SHALLOW MANHOLE PER ISPWC SD-505A14.CONSTRUCT STANDARD IRRIGATION STAND-PIPE PER
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
U
L
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC6
C
-
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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
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WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.I.MINIMUM WATER MAIN SIZE SHALL BE 8-INCH DIAMETER, UNLESS A 6-INCH
L
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I
S
SPECIFICALLY APPROVED BY THE CITY ENGINEER.J.WATER SERVICE STUB OUTS ARE TO BE PLACED AT CORNER OF THE LOT
W
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PRACTICAL. WATER METERS AND CURB STOPS ARE TO BE PLACED WITHI
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LANDSCAPING STRIP. THE WATER SERVICE LINES ARE TO BE EXTENDED T
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B
A
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THE UTILITY EASEMENT. REFER TO UTILITY LOCATION STANDARD DRAWIN
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K.FIRE FLOW REQUIREMENTS, FIRE HYDRANT SPACING AND RELATED WATE
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(
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SHALL BE AS REQUIRED IN THE INTERNATIONAL FIRE CODE FOR ZONES O
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DEVELOPMENTS.L.GRIDDED AND/OR LOOPED WATER MAINS ARE TO BE INSTALLED WHENEV
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(6) -INCH MAINS MAY HAVE UP TO THREE HUNDRED (300) FEET OF DEAD E
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ONE STANDARD FIRE HYDRANT; EIGHT (8) -INCH OR LARGER MAINS, UP T
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STANDARD FIRE HYDRANT AND ONE FIRE SPRINKLER SYSTEM ON THE DE
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HYDRANTS ARE NOT ALLOWED IN PLACEM.WATER MAINS SHALL BE VALVED AT INTERSECTIONS AND OTHER LOCATI
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MORE THAN 600-FOOT-LONG SEGMENT OF WATER MAIN HAS TO BE TAKE
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VALVING MAY BE REQUIRED FOR CONSTRUCTION AND TESTING PURPOSE
S
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N.WATER MAINS SHALL BE STUBBED-OUT TO THE EDGES OF DEVELOPING P
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ALLOW FOR FUTURE WATER MAIN SERVICE TO ADJACENT PROPERTY AN
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THE REQUIRED LOOPING / GRIDDING OF THE OVERALL WATER MAIN SYST
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O.WATER LINE STUB-OUTS TO BE BALL-TYPE CORPORATION AND CURB STO
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POLY-BY-FEMALE METAL PIPE, AND RATED AT 300 PSI MINIMUM WORKING
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APPROVED WATER LINE MATERIALS ARE CLASS 200 PSI POLYETHYLENE P
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P.RED FIRE HYDRANT TO BE MUELLER, WATEROUS, OR CLOW BRANDS WIT
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(MODEL SZMC5054-3-Y STORZ ADAPTER OR APPROVED EQUAL.Q. WATER MAIN VALVES TO BE RESILIENT WEDGE GATE VALVES FOR 10” AN
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SMITH RANCH ROAD(68' R/W)2000 SOUTH R/WDEDICATIONLOT 1LOT 2LOT 3LOT 4
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CONSTRUCTION NOTESA.CLEARING AND GRUBBING SHALL BE PERFORMED PER ISPWC SECTION 201 - CLEARING ANDGRUBBING AND REMOVAL OF OBSTRUCTIONS.B.EXCAVATION AND EMBANKMENT SHALL BE PERFORMED PER ISPWC SECTION 202 - EXCAVATIONAND EMBANKMENTa.EMBANKMENT CONSTRUCTION CONSISTS OF THE CONSTRUCTION OF FILLS AND PLACEMENT OFBACKFILLS WITHIN THE PROJECT LIMITS TO THE LINES, GRADES, DIMENSIONS AND THE TYPICALSECTDIONS SHOWN ON THE CONTRACT DOCUMENTS OR AS DESIGNATED.C.EMBANKMENT AND STRUCTURAL FILL MATERIALS SHALL BE PROVIDED PER ISPWC SECTION 203 -SOIL MATERIALSD.STRUCTURAL EXCAVATION, BACKFILL AND COMPACTION SHALL BE PERFORMED PER ISPWCSECTION 204 - STRUCTURAL EXCAVATION AND COMPACTING BACKFILL.E.DEWATERING, IF NECESSARY, SHALL BE PERFORMED PER ISPWC SECTION 205 - DEWATERING.F.EROSION CONTROL SHALL BE PERFORMED PER ISPWC SECTION 206 - PERMANENT EROSIONCONTROL.G.STORMWATER MANAGEMENT SHALL BE PROVIDED AND PERFORMED PER SECTION SECTION 207- PERMANENT STORMWATER BEST MANAGEMENT PRACTICES.H.TRENCH EXCAVATION SHOULD BE PERFORMED PER ISPWC SECTION 301 - TRENCH EXCAVATION.I.ROCK EXCAVATION, IF NECESSSARY, SHALL BE PERFORMED PER SECTION 302 - ROCKEXCAVATION.J.OVEREXCAVATION FOR UNSUITABLE MATERIALS SHALL BE PERFORMED PER SECTION 304 -TRENCH FOUNDATION STABILIZATION.K.BACKFILLING OF TRENCHES SHALL BE PERFORMED PER SECTION 306 - TRENCH BACKFILL.L.PROVIDE AND INSTALL STORM DRAIN INLETS, CATCH BASINS, MANHOLES, AND OTHER STORMDRAIN COMPONENTS PER ISPWC DIVISION 600 CULVERTS, STORM DRAIN, AND GRAVITYIRRIGATION.KEYED NOTES:50.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD DETAILS, FLOWABLEFILL 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.52.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDA
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
U
L
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC8
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LOT 1
LOT 2
LOT 3
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LOT 5
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SMITH RANCH ROAD(68' R/W)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
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GENERAL INFORMATION, JURISDICTION, ZONINGA.LANDSCAPING MUST BE MAINTAINED IN ITS ORIGINAL DESIGN AND PURPOSE.B.PLANT MATERIALa)-THE MINIMUM SIZE FOR PLANT MATERIAL AT THE TIME OF PLANTING SHALL BE ASFOLLOWS1)DECIDUOUS TREES – TWO (2”) INCH CALIPER AROUND TH TRUNK OF THE TREE.2)EVERGREEN TREES – SEVEN (7’) FEET IN HEIGHT FROM ROOT COLLAR TO TOP OF THETREE CROWN.3)SHRUBS – FIVE (5) GALLON PLANT CONTAINERS.C.BUFFERSa)BUFFERS SHALL CONSIST OF A MINIMUM FIVE (5’) FEET WIDE LANDSCAPE STRIP TO BEPLANTED WITH GROUND COVER, ONE (1) DECIDUOUS TREE AND FIVE (5) SHRUBS, PERTHIRTY (30’) LINEAL FEET.D.LANDSCAPE STRIPa)IN ALL ZONES, THE AREA BETWEEN THE CURB AND GUTTER AND THE SIDEWALK IS TO BELANDSCAPED PER REXBURG ENGINEERING STREET CROSS SECTIONS, BY THEADJACENT PROPERTY OWNER.b)LANDSCAPING SHALL BE MAINTAINED BY THE ADJACENT PROPERTY OWNERc)COLUMNAR TREES SHALL NOT BE IN THE LANDSCAPE STRIP.E.PARKING AREASa)SCREENING FOR PARKING AREAS – ALL PARKING MUST BE SCREENED FROM PUBLIC ORPRIVATE RIGHT-OF-WAY AND OTHER RESIDENTIAL USES AND FROM THE ADJOININGSTREETS TO MINIMIZE THE VISUAL IMPACT OF OFF-STREET PARKING. FENCES, BERMS,AND LANDSCAPING CAN BE USED TO SCREEN THE PARKING AREAS.1)FRONT YARD BERM BUFFER – PARKING LOTS IN FRO
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SMITH RANCH RD & CONCORDIA RD
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13'2'13'2'
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PAGE NO:
DATE:
SHEET NO:
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S
H
E
E
T
N
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
U
L
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC
2
2
'
-
0
"
2
2
'
-
0
"
2
2
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0
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2
2
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2
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2
2
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1
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
U
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2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC
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:
S
H
E
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N
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
U
L
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC
BLOCK 3
B
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THIMBLEBERRY DR
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RIVERBEND WAYHIDDEN BROOK DR 65.15'60'
6
8
'
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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BLOCK 4
BLOCK 5
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2
2000 SOUTHFUTURE CURB GUTTER AND SIDEWA
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DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
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2
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2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC4
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2
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DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
U
L
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC5
C
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DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
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CONCORDIA W. ELK
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
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FUTURE CURB GUTTER AND SIDEWA
L
K
SMITH RANCH ROAD
PRAIRIE VIEW DR
THIMBLEBERRY DR
A
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T
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M
N
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RIVERBEND WAYHIDDEN BROOK DR2000 SOUTH WILLOWCREEKWAYS
C
A
L
E
:
P
L
A
N
V
I
E
W
1
"
=
3
0
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8
/
2
9
/
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2
5+00 6+00
60+00
4828
4832
4836
4840
4844
4848
4852
4856
4828
4832
4836
4840
4844
4848
4852
4856
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.
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7
.
0
1
3
0.95%1.01%
GRADE BREAK STA = 5+67.95
ELEV = 4846.71
GRADE BREAK STA = 6+24.01
ELEV = 4847.24
GRADE BREAK STA = 6+59.55
ELEV = 4847.60
DYH
DYH
PAGE NO:
DATE:
SHEET NO:
QA
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JULY 2022
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SCALE: 1" =
20'20'
20'
10'
E
W
9
C-PP-01
PH
A
S
E
1
-
P
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&
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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.
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
TA 4847.24
R=20.00'
N=777124.6549
E=746919.2390
TBC R=20.00'
N=777195.6522
E=746926.8334
SEE SHEET C-PP-02
FOR PLAN AND
PROFILE SHEET
SSMH #8
STA 6+24.01
RIM EL: 4847.50
INTERSECTION OF
SMITH RANCH RD RD
STA 6+24.01 & RIVER
BEND WAY STA 10+00.00
15.00' UTILITY
EASEMENT
5'
95'
12"
INV E: 4833.95
INV S: 4833.95
INV N: 4834.05
SSMH #8
RIM EL: 4847.50
42
42
37
1 30
39
37
2
10
2
10
38
9
5'
BURY DEPTH
12"30
EX SEWER
LINE TYP.
FINISH GRADE
TYP.
EX GRADE
TYP.
37
TBC 4846.59
TOG 4846.09
BE 4842.09
IE IN 4842.59
IE OUT 4842.59
TBC 4846.67
FL 4846.17
TA 4846.71
TBC 4846.67
FL 4846.17
GR
A
D
E
B
R
E
A
K
TBC 4847.20
FL 4846.70
53
TBC 4846.67
TOG 4846.09
BE 4842.09
IE OUT 4842.84
TBC 4847.55
FL 4847.05
TBC 4847.55
FL 4847.05
TA 4847.72
TA 4847.60 TBC 4847.74
FL 4847.24
TA 4847.65
TA 4847.95
TBC 4846.59
TOG 4835.59
IE IN 4839.59
IE OUT 4838.59 51
TBC 4847.48
TOG 4864.98
IE IN 4842.98
IE OUT 4843.48
54
RIVERBEND
WAY
WILLOW
CREEK
WAY
36
GR
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
TBC R=20.00'
N=777124.6549
E=746919.2390
52
53
SMITH
RANCH RD
BEGIN CONSTRUCTION
AT STA 5+67.95
53
Brent E Crowther
8/29/22
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
.
2
4
0
11+00
48
4
6
.
7
0
48
4
7
.
7
5
2
12+00
48
4
6
.
6
7
48
4
7
.
7
0
7
0.56%0.22%-1.23%-0.14%
GRADE BREAK STA = 10+00.00
ELEV = 4847.24
GRADE BREAK STA = 10+85.26
ELEV = 4847.72 GRADE BREAK STA = 11+26.84
ELEV = 4847.81 GRADE BREAK STA = 12+61.93
ELEV = 4847.62
6
+
0
0
32
+
0
0
32
+
9
3
6
0
+
0
0
6
1
+
0
0
70
+
0
0
10+
0
0
11+
0
0
12+00 13+00
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
C
-
P
P
-
0
2
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 #1
STA 10+00.00
RIM EL: 4847.50
SSMH #2
STA 11+40.80
RIM EL: 4847.74
SSMH #6
STA 12+61.93
RIM EL: 4847.62
R=20.00'
N=777124.8713
E=746919.0207
TBC 4847.65
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'
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 4847.95
TA 4847.66
TA 4847.51
TA 4847.98
TA 4847.66
TA 4847.51 INTERSECTION OF
RIVER BEND WAY
STA 12+61.93 &
ROSE FINCH WAY
ST STA 70+00.00
INTERSECTION OF
SMITH RANCH RD RD
STA 6+24.01 & RIVER
BEND WAY STA 10+00.00
FURNISH AND INSTALL
16', 18" DIA. CMP OR
HDPE CULVERT
INTERSECTION OF RIVER BEND
WAY STA 10+85.26 & WILLOW
CREEK WAY STA 60+00.00
LOT 1LOT 2LOT 3LOT 5LOT 6
BLOCK 15
LOT 1
BLOCK 17
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1
-
4
2
PE
B
B
L
E
C
R
E
E
K
SU
B
D
I
V
I
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I
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JULY 2022
CO
N
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D
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A
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E
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B.
C
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1.
FI
N
A
L
7/
2
2
BE
C
LOT 4
LOT 2
LOT 1
BLOCK 16
LOT 2
FINISH GRADE
TYP
EX GRADE
TYP
TA 4847.65
INV N: 4833.95
INV S: 4834.05
INV E: 4834.05
SSMH #8
STA 10+00.00
RIM EL: 4847.24
SSMH #7
STA 11+40.80
RIM EL: 4847.74
INV E: 4834.60
INV W: 4834.70 INV E: 4835.07
INV S: 4835.17
SSMH #6
STA 12+61.93
RIM EL: 4847.62
SEE SHEET C-PP-09
FOR PLAN AND
PROFILE SHEET
RIVERBEND WAY
RO
A
D
E
E
W
I
L
L
O
W
C
R
E
E
K
W
A
Y
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=0.40% L=136.54'S=0.40% L=118.19'S=0.40% L=30.79'
13.00' LANE WIDTH
13.00' LANE WIDTH
26.00'
PAVEMENT
WIDTH
5'
10'
10
C-PP-02
PL
A
N
&
P
R
O
F
I
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E
S
H
E
E
T
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V
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B
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W
A
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42
42
1
1
8
429
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
INV E: 4835.19
INV S: 4835.29
SSMH #6
STA 12+96.71
RIM EL: 4847.36
42
L=112.29'
S=0.40%
TBC 4847.55
FL 4847.05
TA 4847.72
TBC 4847.95
TBC 4846.59
TOG 4835.59
IE IN 4839.59
IE OUT 4838.59
TA 4847.62
TBC 4847.38
FL 4846.88
TA 4847.95
TBC 4847.48
TOG 4864.98
IE IN 4842.98
IE OUT 4843.48
FFE 4850.00
TBC 4847.10
FL 4846.60
GRA
D
E
B
R
E
A
K
GRA
D
E
B
R
E
A
K
S
M
I
T
H
R
A
N
C
H
R
O
A
D
TBC 4847.60
54 52
51
53
54
G
R
A
D
E
B
R
E
A
K
54
G
R
A
D
E
B
R
E
A
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FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
Brent E Crowther
8/29/22
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
.
3
0
8
15+00
48
4
6
.
2
3
48
4
7
.
2
3
9
16+00
0.46%-0.07%
GRADE BREAK STA = 13+17.10
ELEV = 4846.94
GRADE BREAK STA = 13+97.98
ELEV = 4847.31
GRADE BREAK STA = 15+86.06
ELEV = 4847.18
22
+
0
0
23
+
0
0
3
2
+
9
3
7
0
+
0
0
13+
0
0
14+00 15+00 15+86
DYH
DYH
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01
-
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1
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4
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PE
B
B
L
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C
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SU
B
D
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I
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I
O
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JULY 2022
CO
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E
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N
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2
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BE
C
MA
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3
+
0
0
.
0
0
SE
E
S
H
E
E
T
C
-
P
P
-
0
2
0
SCALE: 1" =
20'20'
20'
10'
E
W
M
A
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C
H
L
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P
H
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S
E
1
S
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0
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E
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2
SEE SHEET C-PP-04
FOR PLAN AND
PROFILE SHEET
EX GRADE
TYP
RIVERBEND WAY
CO
B
B
L
E
S
T
O
N
E
C
T
R=20.00'
N=776820.5006
E=747227.4447
R=20.00'
N=747156.3078
Y =76820.4273
SSMH #5
STA 13+83.88
RIM EL: 4847.00
SSMH #4
STA 15+86.06
RIM EL: 4847.75
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 RIVER
BEND WAY STA 15+86.06 &
COBBLE STONE CT STA
22+55.67
11
C-PP-03
PH
A
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E
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A
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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.
1
11
30
37
1
31.00'
25.00'
L=27.98, R=35.50'
Δ=45°09'04"
8"
42
42
308"
5'
BURY DEPTH
54
TBC 4846.82
FL 4846.55
TBC 4846.74
FL 4846.24
TBC 4847.42
TBC 4847.42
TBC 4847.20
TBC 4847.20
TBC 4847.12
FL 4846.85
TBC 4847.60
TBC 4846.52
FL 4846.25
TBC 4847.03
FL 4846.76
TBC 4846.74
TBC 4847.45
TA 4847.18
52
51
54
G
R
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
FFE 4846.50
FFE 4848.00
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
FURNISH AND INSTALL
60', 18" DIA. CMP OR
HDPE CULVERT
52
Brent E Crowther
8/29/22
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
.
7
9
3
22+00
48
4
5
.
7
0
48
4
6
.
5
3
2
0.80%-1.45%1.00%
1.57%
GRADE BREAK STA = 20+00.00
ELEV = 4846.40
GRADE BREAK STA = 20+81.85
ELEV = 4847.06
GRADE BREAK STA = 21+51.61
ELEV = 4846.05
GRADE BREAK STA = 22+55.67
ELEV = 4847.09
GRADE BREAK STA = 22+91.21
ELEV = 4847.65
20+00 21+00 22+00 23+00
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PE
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SU
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I
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JULY 2022
CO
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SCALE: 1" =
20'20'
20'
10'
EW
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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
ROAD BB
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"
TYP
TYP
EX GRADE
TYP
FINISH GRADE
TYP
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
COBBLE STONE CT STA
21+17.32 & HIDDEN BROOK
DDR STA 30+00.00
INTERSECTION OF
COBBLE STONE CT STA
22+55.67 & RIVER VIEW
WAY STA 15+86.06
12
C-PP-04
PH
A
S
E
1
-
P
L
A
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&
P
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O
F
I
L
E
SH
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C
O
U
R
T
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 36
37
9
111
14
37
38
43
21
40.85'
44
308"
5'
BURY DEPTH
8"14 L1 L2 L3
25.50'
TBC 4846.82
FL 4846.55 TBC 4846.74
FL 4846.24
TBC 4846.41
FL 4846.14
TBC 4846.16
FL 4845.89
TBC 4846.44
FL 4846.17
TA 4847.39
TBC 4846.14
FL 4845.87
TA 4847.39
TBC 4846.30
FL 4846.03
TBC 4846.46 TBC 4846.16
FL 4845.89
TBC 4846.71
FL 4846.44
TBC 4846.83
TBC 4846.76
FL 4846.49
TBC 4846.76
FL 4846.49
TBC 4846.81
TBC 4846.69
FL 4846.42
TBC 4846.74
TBC 4847.04 TBC 4847.04
FL 4846.77
TBC 4847.45
TBC 4847.18
56
52
53 52
51
TBC 4846.60
GR
A
D
E
BR
E
A
K
54
55
FL 4845.59
COBBLESTONE
CT
TA 4846.40 GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
GRADE
BREAK
GR
A
D
E
BR
E
A
K
GRADE
BREAK
TBC 4846.46
HI
D
D
E
N
B
R
O
O
K
D
R
RI
V
E
R
B
E
N
D
W
A
Y
FFE 4846.50FFE 4846.50
56
56
56
53
53
53 53
Brent E Crowther
8/29/22
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
.
4
4
8
25+00
48
4
6
.
7
0
48
4
7
.
0
7
6
-0.39%-0.18%
GRADE BREAK STA = 25+03.97
ELEV = 4847.06GRADE BREAK STA = 24+09.48
ELEV = 4847.43
23+00 24+00 25+0025+04
40
+
0
0
41
+
0
0
MA
T
C
H
L
I
N
E
P
H
A
S
E
1
ST
A
T
I
O
N
2
3
+
0
0
.
0
0
SE
E
S
H
E
E
T
C
-
P
P
-
0
4
0
SCALE: 1" =
20'20'
20'
10'
EW
MA
T
C
H
L
I
N
E
P
H
A
S
E
1
S
T
A
T
I
O
N
2
3
+
0
0
.
0
0
SE
E
S
H
E
E
T
C
-
P
P
-
0
4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
BL
O
C
K
5
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
SEE SHEET C-PP-07
FOR PLAN AND
PROFILE SHEET
N89°55'26.37"E 503.97'
ROAD BB
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
R=3.00'
N=776803.7137
E=747432.5605
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
5'
8"
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-
4
2
PE
B
B
L
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C
R
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B
D
I
V
I
S
I
O
N
JULY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
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T
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1.
FI
N
A
L
7/
2
2
BE
C
MATCHLINE PHASE 2 STATION 23+00.00
INTERSECTION OF
COBBLESTONE CT STA 24+09.48 &
THIMBLEBERRY DR STA 40+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.
40.85'
1
37
11
39
43
42
42
9
30
1
44
308"
5'
BURY DEPTH
25.50'25.50'
37
36
52
TBC 4846.83
FL 4846.33
TBC 4846.95
TBC 4847.13
TBC 4847.01
FL 4846.51
TBC 4847.09
FL 4846.59
TBC 4847.15
FL 4846.87
TBC 4847.39
TBC 4847.39
TBC 4846.85
FL 4846.63
TA 4846.75
TBC 4847.25
FL 4846.98
TBC 4847.45
FL 4846.82
TBC 4847.21
TBC 4847.03
TBC 4846.91
FL 4846.64
TBC 4847.52
TFL 4847.25
53
53
54
56GRA
D
E
BRE
A
K
TH
I
M
B
L
E
B
E
R
R
Y
D
R
COBBLESTONE CT
FFE 4848.00 FFE 4848.00
52
GRADE BREAK
52 5253
Brent E Crowther
8/29/22
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 33+00
30+00
48
4
5
.
7
0
48
4
6
.
0
5
0
31+00
48
4
5
.
8
4
48
4
5
.
4
1
4
32+00
48
4
6
.
1
8
-0.98%-0.44%
GRADE BREAK STA = 30+00.00
ELEV = 4846.05
GRADE BREAK STA = 30+35.39
ELEV = 4845.70 GRADE BREAK STA = 31+77.13
ELEV = 4845.07
30+00 31+00
32
+
0
0
32
+
9
3
13+
0
0
0
SCALE: 1" =
20'20'
20'
10'
E
W
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PL
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,
P
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PR
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E
C
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N
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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
JULY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
7/
2
2
BE
C
SEE SHEET C-PP-04
FOR PLAN AND
PROFILE SHEET
INV E: 4836.14
INV W: 4836.24
INV N: 4836.24
S=0.40% L=125.80'
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 S: 4835.74
SSMH #2
STA 30+00.00
RIM EL: 4846.60
SSMH #3
STA 31+77.00
RIM EL: 4845.07
SSMH #6
STA 30+47.33
RIM EL: 4846.47'
INTERSECTION OF
HIDDEN BROOK DR
STA 30+00.00 &
COBBLESTONE CT
STA 21+17.32
N0°00'11"W 177.26'
R=20.00'
N=776819.9608
E=747018.2485
R=20.00'
N=776819.9608
E=747018.2485
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
H
I
D
D
E
N
B
R
O
O
K
D
R
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 #5
STA 31+77.13
RIM EL: 4845.07
42
44
37
14
7
308"
408"
5'
BURY DEPTH
37
INV NE: 4835.64
HIDDEN BROOK DR
FFE 4846.50
TBC 4846.16
FL 4845.89
TA 4845.37
TBC 4846.16
FL 4845.89
52
53
FFE 4846.50
TA 4845.37
TBC 4845.07
55
FL 4845.59
CO
B
B
L
E
S
T
O
N
E
C
T
55
53
53
SSMH #6
STA 12+96.71
RIM EL: 4847.36
42
SSMH #6
STA 12+96.71
RIM EL: 4847.36
42
S=0.40% L=112.29'
INV E: 4835.19
INV S: 4835.29
Brent E Crowther
8/29/22
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
.
4
3
0
41+00
48
4
6
.
7
0
48
4
7
.
7
6
7
42+00
48
4
6
.
8
6
48
4
7
.
5
2
2
1.39%-0.24%0.73%2.21%
GRADE BREAK STA = 40+00.00
ELEV = 4847.43
GRADE BREAK STA = 40+35.50
ELEV = 4847.92
GRADE BREAK STA = 42+06.48
ELEV = 4847.51
GRADE BREAK STA = 42+44.23
ELEV = 4847.78
40+00 41+00 42+00
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
16
+
9
1
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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
JULY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
7/
2
2
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
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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: 4837.80
S=0.40% L=197.73'
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
T
H
I
M
B
L
E
B
E
R
R
Y
D
R
SSMH #9
STA 42+51.39
RIM EL: 4847.78
INTERSECTION OF
COBBLESTONE CT STA
40+00.00 & THIMBLE DR
STA 24+09.48
8"
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
INV S: 4837.18
INV W: 4837.08
SSMH #10
STA 40+42.50
RIM EL: 4849.05
SSMH #9
STA 42+44.23
RIM EL: 4847.78
SSMH #12
STA 40+42.50
RIM EL: 4849.05
N0°00'11"W 275.55
RO
A
D
D
D
LOT 7
LOT 1 LOT 2 LOT 3 LOT 5 LOT 6LOT 4
SEE SHEET C-PP-08
FOR PLAN AND
PROFILE SHEET
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
THIMBLE BERRY DR STA
42+44.23 & AUTUMN
BLASE LN 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
42
37
1 9
36
37
44
37 37 37308"
408"
5'
BURY DEPTH
S=0.40% L=202.48'
TBC 4847.09
FL 4846.59
TBC 4847.25
FL 4846.98
TBC 4847.92
FL 4847.65
TBC 4847.92
FL 4847.65 TA 4847.78
FFE 4848.00
GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
THIMBLEBERRY DR
AU
T
U
M
N
B
L
A
Z
E
L
N
CO
B
B
L
E
S
T
O
N
E
C
T
GR
A
D
E
B
R
E
A
K
53
53
Brent E Crowther
8/29/22
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
7
.
7
8
0
56+00
48
4
7
.
2
2
48
4
8
.
3
2
0
57+00
1.48%0.23%-0.63%1.21%
GRADE BREAK STA = 55+00.00
ELEV = 4847.78
GRADE BREAK STA = 55+35.45
ELEV = 4848.31 GRADE BREAK STA = 55+84.35
ELEV = 4848.42 GRADE BREAK STA = 56+41.19
ELEV = 4848.06
GRADE BREAK STA = 56+75.19
ELEV = 4848.47
14
+
0
0
42
+
0
0
43
+
0
0
55+00 56+00 56+75
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
16
+
9
1
PAGE NO:
DATE:
SHEET NO:
QA
/
Q
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A
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P
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BY
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PL
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a
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s
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a
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a
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o
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i
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i
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i
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e
,
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
JULY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
7/
2
2
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
A
U
T
U
M
N
B
R
E
E
Z
E
L
N
SEE PHASE 2 FOR
PLAN AND PROFILE
SHEET
BLOCK 9
BL
O
C
K
5
28.00
PAVEMENT
WIDTH
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
AUTUMN BLAZE LN
STA 50+00.00 & THIMBLE
BERRY DR STA 42+44.23
INTERSECTION OF
AUTUMN BLAZE LN STA
56+75.19 & PRAIRIE VIEW
DR 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
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.
1
11
9
1
9
308"
5'
BURY DEPTH
8" CAP OR
PLUG
37
37
PHASE 2 LINE
PHASE 1 LINE
TBC 4847.92
FL 4847.65
TBC 4848.21
FL 4847.94
TBC 4848.15
TA 4848.31
TA 4848.51
PR
A
I
R
I
E
V
I
E
W
D
R
TH
I
M
B
L
E
B
E
R
R
Y
D
R
AUTUMN BLAZE LN
TA 4848.51
TBC 4848.15
FFE 4848.00
FFE 4848.50
FF
E
4
8
4
8
.
0
0
Brent E Crowther
8/29/22
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
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
0
+
0
0
.
0
0
EL
E
V
=
4
8
4
7
.
7
2
6+00
60+00
32+93
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
.
6
2
0
GRADE BREAK STA = 70+00.00
ELEV = 4847.62
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
16
+
9
1
N8
9
°
5
6
'
1
9
"
E
2
6
3
0
.
5
1
'
N0°00'11"W 848.08'
S0°00'11"E 1308.15'
S8
9
°
5
5
'
5
8
"
W
7
1
1
.
8
0
'
S0°00'11"E 1308.09'
N8
9
°
5
6
'
1
9
"
E
6
4
3
.
8
0
'
N89°56'19"E 68.00'
S0°00'11"E 1243.15'
PAGE NO:
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4
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PE
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JULY 2022
CO
N
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E
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B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
7/
2
2
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
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3
5
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4
4
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A
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1
5
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5
0
17
C-PP-09
PH
A
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E
1
-
P
L
A
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&
P
R
O
F
I
L
E
SH
E
E
T
W
I
L
L
O
W
C
R
E
E
K
W
A
Y
&
R
O
S
E
F
I
N
C
H
W
A
Y
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
RIVERBEND WAY STA
10+85.26 & WILLOW
CREEK WAY 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 #3
STA 70+00.00
RIM EL: 4847.62
INTERSECTION OF
RIVERBEND WAY
STA 70+00.00 &
RODE FINCH WAY
WAY STA 12+61.93
42
14' LANE WIDTH
TBC
4847.38
TA 4847.09
11
INV E: 4835.07
INV S: 4835.17
SSMH #3
STA 70+00.00
RIM EL: 4847.62
S=0.40%
L=224.42'
42
8"30
408"
EX GRADE
TYP
FINISH GRADE
TYP
EX GRADE
TYP
FINISH GRADE
TYP
GRADE
BREAK
G
R
A
D
E
B
R
E
A
K
Brent E Crowther
8/29/22
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
7
.
5
8
7
12+00
48
4
6
.
7
0
48
4
7
.
7
3
1
13+00
48
4
7
.
2
8
48
4
7
.
8
7
4
14+00
48
4
7
.
5
9
48
4
8
.
4
8
3
-1.01%0.14%1.36%
GRADE BREAK STA = 10+15.35
ELEV = 4847.90
GRADE BREAK STA = 10+53.01
ELEV = 4847.52
GRADE BREAK STA = 13+46.02
ELEV = 4847.94
GRADE BREAK STA = 13+84.92
ELEV = 4848.47
10+00 11+00 12+00 13+00 14+00
25
+
0
0
25
+
0
4
16
+
0
0
16
+
9
1
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
16
+
9
1
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BY
Th
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s
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n
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o
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y
p
a
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t
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e
r
e
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f
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t
a
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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
t
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s
t
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p
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p
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f
C
i
v
i
l
i
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e
,
PL
L
C
.
a
n
d
s
h
a
l
l
n
o
t
b
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c
o
p
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e
d
w
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u
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t
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e
wr
i
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t
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n
a
u
t
h
o
r
i
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a
t
i
o
n
o
f
C
i
v
i
l
i
z
e
,
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
JULY 2022
CO
N
C
O
R
D
I
A
W.
E
L
K
B.
C
R
O
W
T
H
E
R
1.
FI
N
A
L
7/
2
2
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
1
4
+
2
0
.
3
5
MA
T
C
H
L
I
N
E
P
H
A
S
E
2
ST
A
T
I
O
N
1
4
+
2
0
.
3
5
SEE SHEET C-PP-08
FOR PLAN AND
PROFILE SHEET
INTERSECTION OF
PRAIRE VIEW DR
STA 13+84.91 &
AUTUMN BLAZE LN
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
S
E
1
-
P
L
A
N
&
P
R
O
F
I
L
E
CO
N
C
O
R
D
I
A
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.
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
5'
FURNISH AND INSTALL
51', 18" DIA. CMP OR
HDPE CULVERT
11
30
19
5'
BURY DEPTH
39 39
R=25.00'
N=776691.7236
E=747567.8974
32
2
10
2
10
37
5'9
1
R=25.00'
N=777065.0254
E=747478.8743
R=20.00'
N=776991.6918
E=747478.8815
15.00' UTILITY EASEMENT
3012"
37 3737
37
39
TA 4847.94
TA 4847.94
HIGH POINT
TA 4848.47
TA 4847.52
52
51
52
TBC 4847.90
TA 4847.90
TBC 4847.90
TBC 4847.02
TOG 4846.52
BE 4842.52
IE OUT 4843.02
52
TBC 4847.90
TBC 4847.90
TOG 4847.40
BE 4843.40
IE OUT 4843.90
GR
A
D
E
B
R
E
A
K
PRAIRIE VIEW DR
TBC 4847.02
TOG 4846.52
BE 4842.52
IE OUT 4843.02
TBC 4848.15
TBC 4847.90
GR
A
D
E
B
R
E
A
K
TBC 4847.90
TOG 4847.40
BE 4843.40
IE OUT 4843.90
51
52
AU
T
U
M
N
B
L
A
Z
E
LN
20
0
0
W
E
S
T
Brent E Crowther
8/29/22
4828
4832
4836
4840
4844
4848
4852
4856
4860
4828
4832
4836
4840
4844
4848
4852
4856
4860
13+25 14+00 15+00 16+00 16+91
48
4
8
.
7
3
48
4
8
.
7
3
0
48
4
8
.
7
4
48
4
8
.
7
4
0
48
4
8
.
7
7
48
4
8
.
7
6
5
GRADE BREAK STA = 14+51.95
ELEV = 4848.74
GRADE BREAK STA = 16+90.81
ELEV = 4848.77
0.02%0.02%
N89°56'19"E 2630.51'
N89°56'19"E 643.80'
10
+
0
0
11
+
0
0
14+00 15+00 16+00 16+91
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JULY 2022
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SCALE: 1" =
20'20'
20'
10'
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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.
FINISH GRADE
TYP
EX GRADE
TYP
11
2
10
5'9
1
R=25.00'
N=776691.7236
E=747567.8974
15.00' UTILITY EASEMENT
TBC 4847.90
2000 WEST
43
10
EX SEWER
LINE
EX EDGE OF
ASPHALT
FUTURE CONCRETE
CURB AND GUTTER
FUTURE CONCRETE
SIDEWALK TYP
TBC 4847.90
SAW CUT AND
MATCH EX
GRADE
10' ASPHALT
LO
T
1
LO
T
2
LO
T
3
LO
T
4
LO
T
5
LO
T
6
LO
T
1
LO
T
2
LO
T
3
LO
T
5
BLOCK 2
SM
I
T
H
R
A
N
C
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R
O
A
D
EX SSMH
STA 11+01.67
RIM EL: 4847.35
EX SSMH
STA 11+01.67
RIM EL: 4847.35
INV E: 4838.30
INV S: 4838.30
S=0.44% L=398.11'
INV W: 4838.20
BLOCK 1
R=25.00'
N=776691.5947
E=747473.8973
S=0.40% L=396.76'
EX WATER
LINE TYP
Brent E Crowther
8/29/22
21
C-DT-01
PH
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SMITH RANCH RD & CONCORDIA RD
1
-2
-
13'2'13'2'
30'
15'15'
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JULY 2022
CO
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B.
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7/
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BE
C
4
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GREEN
SPACE
CONCRETE
DRIVEWAY
SIDEWALK
TYP.
SIDEWALK
TYP.
S4" SEWER
SERVICE
4" SEWER CLEANOUT
PLACE 5'-0" MIN FOR
THE BUILDING
FOUNDATION
MAINTAIN 10'-0" MIN
SPACING BETWEEN
SEWER SERVICE AND
WATER SERVICE
WATER SERVICE
WATER METER BOX
AS PER REXBURG
STANDARDS
NEW BUILDING
ROADWAY
W. 2000 S ROAD TYPICAL SECTION
3
-
Brent E Crowther
8/29/22
R
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RefrigeratorDWRefrigeratorDWRefrigeratorDWRefrigeratorDWRefrigeratorDW
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QA/QC
DESIGNED
DRAWN
APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
U
L
Y
2
0
2
2
CONCORDIA W. ELK
B. CROWTHER 1.FINAL 7/22BEC
22'-0"22'-0"22'-0"22'-0"22'-0"
2
2
'
-
0
"
100'-0"132-0"19'-0"56'-0"25'-0"DRIVEWAYCONCRETEWALKWAYGREENSPACEFRONT PORCHCONCRETEWALKWAYGREENSPACECONCRETEWALKWAYGREENSPACECONCRETEWALKWAYGREENSPACECONCRETEWALKWAYGREENSPACE
CONCRETE
WALKWAY
G
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2
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-
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"
DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY
DR
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W
A
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FRONT PORCHFRONT PORCHFRONT PORCHFRONT PORCH
F
R
O
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P
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3
8
'
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1
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1
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7
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1
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-
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"
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4
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-
7
"
1
4
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-
7
"
1
4
'
-
7
"
1
4
'
-
7
"
1
4
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-
7
"
1
5
6
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-
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P
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PHASE 1 - TYPICAL FLOOR
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QA/QC
DESIGNED
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APPROVED
NO.REVISIONS DATEBY
This document or any part thereof in detailor design concept is the property of Civilize,PLLC. and shall not be copied without thewritten authorization of Civilize, PLLC.
PROJECT NO.01-21-42PEBBLE CREEK
SUBDIVISIONJ
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