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PROJECT NO. STR-01-20
SHEET INDEX & VICINITY MAPGENERAL NOTES2ND NORTH: 2ND WEST TO CENTER STMAIN ST: 2ND EAST TO 4TH EASTYELLOWSTONE HWY: 7TH SOUTH TO TREJO4TH SOUTH: 5TH WEST TO 4TH WESTMISC PROPERTIESMISC DETAILS 1MISC DETAILS 2MISC DETAILS 3MISC DETAILS 4MISC DETAILS 5CURB, GUTTER, AND ROAD SECTION DETAILSCATCH BASIN DETAIL TYPE 1CATCH BASIN DETAIL TYPE 2INFILTRATOR DETAIL
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CITY OF REXBURG
2020 LID 49
REXBURG
GENERALLOCATION
PROJECTLOCATIONS
SHEET INDEX
VICINITY MAP
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C I T Y O F
America's Family Community
CIT
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CITY OF REXBURGLID 49SHEET INDEX AND VICINITY MAP
COVER SHEET
02/25/2020
1=2 NO SCALE 1
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C I T Y O F
America's Family Community
CIT
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CITY OF REXBURGLID 49GENERAL NOTES
GENERAL NOTES
02/25/2020
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15. CONTRACTOR SHALL PROVIDE ANY REQUIRED GROUND WATER DEWATERING TO CONSTRUCT THIS PROJECT. WATER LEVEL SHALLBE MAINTAINED ONE FOOT BELOW THE BOTTOM OF THE TRENCH.
16. DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT PIPE LENGTH.
17. ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOIDUNFORESEEN UTILITY INTERFERENCE.
18. MINIMUM CLEARANCE BETWEEN NEW PIPELINES, EXISTING UTILITIES, AND STRUCTURES (EXCEPT SEWERS) SHALL BE TWO FEETHORIZONTALLY.
19. THERE ARE OTHER EXISTING FACILITIES WITHIN THE CONSTRUCTION CORRIDOR THAT ARE NOT SHOWN ON THE PLANS. THESE MAYINCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: MAILBOXES, STREET SIGNS, ETC. CONTRACTOR SHALL RETAIN AND PROTECT WHENPOSSIBLE AND REPLACE INKIND OTHERWISE. THIS WORK WILL BE INCIDENTAL TO OTHER BID ITEMS.
20. THE PHOTO SHOWN ON THESE PLANS WAS TAKEN IN 2017 AND DOES NOT ACCURATELY REPRESENT CURRENT DEVELOPMENT.
21. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLESAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES ANDCONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.
22. WORK SUBJECT TO APPROVAL BY ANY POLITICAL AGENCY MUST BE APPROVED PRIOR TO: BACKFILLING TRENCHES FOR PIPE,PLACING OF AGGREGATE BASE, PLACING OF CONCRETE, AND PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVALDOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER.
23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDEDTHE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDETHESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PRIOR TO FINAL APPROVAL OF THEPIPE LINE INSTALLATION.
24. PLACE ALL VALVES AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, OR SIDEWALKIMPROVEMENTS.
25. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINSAND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY FOUR (24) HOURS IN ADVANCE OFBACKFILLING.
26. SURFACE REPAIR NOT CALLED OUT ON THE PLANS SHALL BE REPLACED IN-KIND AND BE INCIDENTAL TO THE OTHER BID ITEMS.
GENERAL NOTES
1. UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE WITH THELATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS (I.S.P.W.C.) CONSTRUCTION AND THECITY OF REXBURG'S REVISIONS.
4. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OFCONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THATCLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
5. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
6. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING,TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS LIGHT POLES, HEADGATES, ANDALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED ATHIS EXPENSE.
7. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USEDFOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THEAPPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMALOPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEAPPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BEAFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BERESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIESDAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
8. THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL WATERLINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHTANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL.DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERCONSTRUCTION OF THIS PROJECT.
10. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATERREQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. A WATER METER WILL BEPROVIDED BY THE CITY AT NO CHARGE.
11. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTIONTO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY.
12. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THELATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
13. ALL TRENCH BACKFILL COMPACTION SHALL BE TYPE A-1 UNLESS OTHERWISE SPECIFIED ON PLANS.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURINGCONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDSREQUIRED DURING CONSTRUCTION.
28. CONTRACTOR TO VERIFY WITH CITY BEFORE REMOVAL OF CURB, GUTTER, AND SIDEWALK. CONTRACTOR AND CITY INSPECTOR WILLMARK CURB WITH FRESH PAINT TOGETHER. FAILURE TO COMPLY WITH PRE-INSPECTION WILL RESULT IN CONTRACTOR PAYING FOR THECURB, GUTTER, AND SIDEWALK.
27. TRACER WIRE (#12 BLUE) IS REQUIRED ON ALL NEW WATERLINES CONSTRUCTED WITHIN THE CITY.
2. PIPE MATERIAL FOR THIS PROJECT SHALL BE:DUCTILE IRON CLASS 50SANITARY SEWER SDR 35
3. MINIMUM COVER OVER WATER LINES IS 5 FEET, UNLESS OTHERWISE SPECIFIED ON THESE PLANS.
9' O.C.9' O.C.12'7'
3'
45'
40'10' 10' 10'
20'
10'
5'7'
41'
10' 30'
20'
10'
20'
13' X 5'
10'
5'5'
10' 30'
20'5'
32' X 5'10' x 10' 10', BEHIND
POWER LINE
10' 10'
5' 5'5'
30'
36' 9' 20'40' X 3'ASPHALTPATCH
8'10' 24' X 3'
ASPHALTPATCH
40'
5'13' X 5'
5' 5'5'
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Firm Name and Address
C I T Y O F
America's Family Community
CIT
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OFREXBURG,IDAH
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CITY OF REXBURGLID 492ND NORTH2ND WEST TO CENTER ST
OVERVIEW
02/25/2020
1 = 2 AS NOTED 3
2ND
WES
T
2ND NORTH
2ND NORTH: 2ND WEST TO CENTER ST (1) SCALE: 1" = 20'
1ST
WES
T
LEGEND:CURB & GUTTER R&RSIDEWALK, NEW AND R&R
ASPHALT R&RREINFORCED CURB & GUTTER, SIDEWALK
EXISTING WATER LINEEXISTING SEWER LINE
NEW WATER LINEEXISTING STORM LINE
NEW SEWER LINENEW STORM LINE
2ND NORTH: 2ND WEST TO CENTER ST (2) SCALE: 1" = 20'
2ND NORTH: 2ND WEST TO CENTER ST (3) SCALE: 1" = 20'
2ND NORTH
2ND NORTHC
ENTE
R ST
REPLACE EXISTING HYDRANTA13
A13
A13
C9
(TYP) CONTRACTOR TO VERIFY WITH CITY BEFORE REMOVAL OFCURB, GUTTER, AND SIDEWALK. CONTRACTOR AND CITY
INSPECTOR WILL MARK CURB WITH FRESH PAINT TOGETHER.FAILURE TO COMPLY WITH PRE-INSPECTION WILL RESULT IN
CONTRACTOR PAYING FOR THE CURB, GUTTER, AND SIDEWALK.
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RAISE MANHOLE TO GRADETYP 2 PLACES
B8
46'
30'10'10' 100' 20' 20' 20' 20' 10' 10'10' 10' 10'
13'
56'
19'
48'
7' X 14'
42'
35' x 5'
58' VG
10'17'
7'
35' x 5'
101' NEW SW 66'
NEWSW 17'
NEW SW 50'
NEWSW 22'
18'
15'
13'10'25'
NEW SW 50'
30'
15'
11'
34' VG
24' X 5'ASPHALTPATCH
19' 18'
31'37'
8' X 3' ASPHALT PATCH 20'
8' X 3' ASPHALT PATCH
46'
30'10'10'
13'
56'
19'
48'50'
7' X 14'7' X 16'
66'
51'
54'
6'8'
20'7' X 20'6' X 20'
3' X 20' ASPHALT PATCH
15'7' X 19'6' X 19'3' X 19' ASPHALT PATCH17'
7' X 17'
52'60'11'
72'
17' 25' 13' 7' X 20'
7'
10'35' 25' 23' 32' 44' VG36'20'20'
5' X 27'21'
17'
10' 40'10' 9'
15'
13'
10'
42'
35' x 5'
58' VG
10'17'
7'
35' x 5'
101'
6'9'
5' 6'18'
30'
8' X 3' ASPHALT PATCH20'
17'
10'
29'
8' X 3' ASPHALT PATCH
10' 20'
10'
10'
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C I T Y O F
America's Family Community
CIT
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OFREXBURG,IDAH
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CITY OF REXBURGLID 49MAIN ST2ND EAST TO 4TH EAST
OVERVIEW
02/25/2020
1 = 2 AS NOTED 4
2ND
EA
ST
MAIN ST
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3RD
EA
ST
MAIN ST: 2ND EAST TO 3RD EAST SCALE: 1" = 30'
MAIN ST: 3RD EAST TO 4TH EAST/ASH AVE SCALE: 1" = 30'
ASH
AV
E
3RD
EA
ST
MAIN ST
LEGEND:CURB & GUTTER R&RSIDEWALK, NEW AND R&R
ASPHALT R&RREINFORCED CURB & GUTTER, SIDEWALK
EXISTING WATER LINEEXISTING SEWER LINE
NEW WATER LINEEXISTING STORM LINE
NEW SEWER LINENEW STORM LINE
REPAIR EXISTING 8"CONCRETE SEWER LINE FROM185' TO 200' WEST OF EXISTINGMANHOLE WITH FULL STICKOF SDR35 AND FERNCO1006-88 OR APPROVED EQUAL.CONTRACTOR TO POURFERNCO 1006-88 IN CONCRETE.
REPLACE CATCH BASIN
INSTALL 12" A2000 OR APPROVED EQUAL STORM LINE
INSTALL NEW CATCH BASIN
INSTALL NEW MANHOLERIM ELEVATION 10'INVERT ELEVATION 0'
REMOVE EXISTINGVALLEY GUTTER
PROFESSIONAL PLZ
INSTALL NEW FIRE HYDRANT
INSTALL NEW 8" DI CLASS 50 WATER LINE
INSTALL NEW 2" POLY WATER LINE
CAP AND ABANDON EXISTING2" GALVANIZED WATER LINE
B13
B13
4TH
EAST
C9
D11
A14
A15
B11
(TYP) CONTRACTOR TO VERIFY WITH CITY BEFORE REMOVAL OFCURB, GUTTER, AND SIDEWALK. CONTRACTOR AND CITYINSPECTOR WILL MARK CURB WITH FRESH PAINT TOGETHER.FAILURE TO COMPLY WITH PRE-INSPECTION WILL RESULT INCONTRACTOR PAYING FOR THE CURB, GUTTER, AND SIDEWALK.
CONTRACTOR TO RETAIN ANDPROTECT EXISTING SANITARY SEWER
DIRECTIONAL BORE TO METER AT 6+00
DIRECTIONAL BORE TO METER AT 0+50 A,B9
CONNECT EXISTING METERTO NEW WATER LINETYP 5 PLACES
REPLACE 2" GALVANIZED WITHNEW 200 PSI 2" POLY LINE
CONTRACTOR TO COORDINATE APPROACHLOCATION WITH MOUNTAIN AMERICA
CONTRACTOR TO ABANDON 1"WATER LINE UNDER AND CAP
AT MAIN LINE
A,B10
ADJUST MANHOLE TO GRADETYP 4 PLACES
B8
37'
20'
22'
22'CITYADA
CITYADA
7'46'
23'
32'20'
56'6'
30'
10'
20'
55'
37'
7'46'
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C I T Y O F
America's Family Community
CIT
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OFREXBURG,IDAH
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CITY OF REXBURGLID 49YELLOWSTONE HWY7TH SOUTH TO TREJO STAND 5TH WEST
OVERVIEW
02/05/2020
1 = 2 AS NOTED 5
YELLOWSTONE HWY
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YELLOWSTONE HWY: 7TH SOUTH TO TREJO ST/5TH WEST (1) SCALE: 1" = 40'
LEGEND:CURB & GUTTER R&RSIDEWALK, NEW AND R&R
ASPHALT R&RREINFORCED CURB & GUTTER, SIDEWALK
EXISTING WATER LINEEXISTING SEWER LINE
NEW WATER LINEEXISTING STORM LINE
NEW SEWER LINENEW STORM LINE
TREJO ST 5TH
WEST
YELLOWSTONE HWY
7TH SO
UTH
YELLOWSTONE HWY: 7TH SOUTH TO TREJO ST/5TH WEST (2) SCALE: 1" = 40'
B13
B13
(TYP) CONTRACTOR TO VERIFY WITH CITY BEFORE REMOVAL OFCURB, GUTTER, AND SIDEWALK. CONTRACTOR AND CITY
INSPECTOR WILL MARK CURB WITH FRESH PAINT TOGETHER.FAILURE TO COMPLY WITH PRE-INSPECTION WILL RESULT IN
CONTRACTOR PAYING FOR THE CURB, GUTTER, AND SIDEWALK.
41'20'
20'
17'
17'5' X 10'
20'20'
20'
37'
14'
28'
7'
7'
34'
23'
32'
20'
55'
82'
24' 6'
28'
28'
28'
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C I T Y O F
America's Family Community
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CITY OF REXBURGLID 49YELLOWSTONE HWY/4TH SOUTH4TH WEST TO TREJO ST/5TH WEST
OVERVIEW
02/05/2020
1 = 2 AS NOTED 6
4TH SOUTH
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LEGEND:CURB & GUTTER R&RSIDEWALK, NEW AND R&R
ASPHALT R&RREINFORCED CURB & GUTTER, SIDEWALK
EXISTING WATER LINEEXISTING SEWER LINE
NEW WATER LINEEXISTING STORM LINE
NEW SEWER LINENEW STORM LINE
5TH WEST
YELLOWSTONE HWY/4TH SOUTH:4TH WEST TO TREJO ST/5TH WEST
SCALE: 1" = 30'
TREJO ST
YELL
OW
STO
NE
HW
Y
5TH WEST
4TH SOUTH
B13
(TYP) CONTRACTOR TO VERIFY WITH CITY BEFOREREMOVAL OF CURB, GUTTER, AND SIDEWALK.
CONTRACTOR AND CITY INSPECTOR WILL MARK CURBWITH FRESH PAINT TOGETHER. FAILURE TO COMPLY
WITH PRE-INSPECTION WILL RESULT IN CONTRACTORPAYING FOR THE CURB, GUTTER, AND SIDEWALK.
CONTRACTOR TO RETAIN ANDPROTECT EXISTING UTILITIES
ADJUST MANHOLETO GRADE (TYP)
B8
RAISE VALVETO GRADE (TYP)
C11
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C I T Y O F
America's Family Community
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CITY OF REXBURGLID 49MISC PROPERTIES
OVERVIEW
02/25/2020
1 = 2 AS NOTED 7
ASH
AV
E
MAIN ST
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ASH AVE STORM LINE IMPROVEMENTSSCALE: 1" = 20'
LEGEND:CURB & GUTTER R&RSIDEWALK, NEW AND R&R
ASPHALT R&RREINFORCED CURB & GUTTER, SIDEWALK
EXISTING WATER LINEEXISTING SEWER LINE
NEW WATER LINEEXISTING STORM LINE
NEW SEWER LINENEW STORM LINE
CONTRACTOR TO SALVAGEEXISTING CATCH BASIN AND
BARREL AND CORE DRILLNEW LINE FOR INFILTRATOR
INTO EXISTING CATCHBASIN BARREL.
INSTALL NEWCATCH BASIN
A15 INSTALL 12" A2000
OR APPROVEDEQUAL STORMLINE
YELLOWSTONE HWYSTORM IMPROVEMENTSSCALE: 1" = 10'
YELL
OW
STO
NE
HW
Y
YELL
OW
STO
NE
HW
Y
HENRY'S FORK PLAZAREMOVE AND REPLACEEXISTING 8' X 200'ASPHALT AREA.REMOVE ASPHALTONLY. RETAIN ANDREUSE SUBGRADEGRAVEL AFTER SURFACECOMPACTION. MATCHEXISTING DEPTH.
YELLOWSTONE HWYROAD IMPROVEMENTSSCALE: 1" = 20'
CONTRACTOR TOINSTALL NEW 28'
INFILTRATOR WITH (4) 7'SECTIONS UNDER CURB,
GUTTER, AND SIDEWALKA,B,C
1640'
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America's Family Community
CIT
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CITY OF REXBURGLID 49MISC. DETAILS TRENCH AND MANHOLE ADJUSTMENT
MISC. DETAILS 1
02/25/2020
1 = 2 NONE 8
ADJUST MANHOLETO GRADE
TYPICAL TRENCH
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B8
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Firm Name and Address
C I T Y O F
America's Family Community
CIT
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CITY OF REXBURGLID 48MISC. DETAILSHYDRANT AND WATER SERVICE
MISC. DETAILS 2
02/25/2020
1 = 2 NONE 9
SIZE (DRISCO PIPE 8600 ULTRA LINE) 1". ENDPOLYETHYLENE PIPE SIDR 9, CLASS 200 IN IRON PIPE SERVICE PIPE: ULTRA HIGH MOLECULAR WEIGHT
NO GALVANIZED PIPE OR YELLOW BRASS FITTINGS TO
ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS.
NO SERVICE CONNECTIONS WITHIN ONE FOOT OF THE WATER MAIN.
PIPE ENDS. STAGGER MULTIPLE CONNECTIONS MADE ON THE SAME JOINT OF PIPE THE ALONG CIRCUMFERENCE AND SEPARATED BY A MINIMUM OF ONE FOOT.
BE USED.
BEVEL WITH MUELLER TOOL ONLY.
15° UNLESS OTHERWISEDIRECTED BY THEENGINEER
NO. 12 COPPER FINDER WIRE.SEE SD-514 FOR SPLICING
FORD F1101-4-GNL 1"CORPORATION STOP.
6" (MIN)14" (MAX)
NOTES:
10"APPROX.
FIRE HYDRANT (WATEROUS BRAND)(TWO COATS OF ASPHALT VARNISH BELOW GRADETWO COATS OF RED ABOVE GRADE).
BREAK AWAY BOLTS.
END OF TRENCH, EDGE OF RIGHT-OF-WAY.
DRAIN - KEEP CLEAR.
CAST IN PLACE CONCRETE THRUST BLOCK(4 SQ. FT. OF THRUST BLOCK REQUIRED) (SEE NOTE D).
1" DRAIN ROCK EXTENDS 12" HORIZONTALLY FROMEACH SIDE OF CONCRETE BASE AND THRUST BLOCKAND VERTICALLY TO 2" ABOVE HYDRANT DRAIN WALL.
PRECAST CONCRETE BLOCK 1' X 1' X 6" THICK.
VALVE SUPPORT (PRECAST OR CAST IN PLACE).
TEE (MJ X MI X FLANGE) WITH THRUST BLOCK.
6" C.I. AUXILIARY VALVE (MJ X FLANGE).
CAST IRON VALVE BOX.
LID
24"Ø X 6' CONCRETE COLLAR WITH (2) #4 REBAR HOOPS.
FINISHED GRADE.
SIDEWALK.
MECHANICAL CONNECTION.
COVER DRAIN ROCK WITH FILTER FABRIC.
6" DIAMETER PIPE.
KOCHEK STORZ ADAPTER MODEL SZMC5045-3-Y
HYDRANTS THAT ARE TO BE RELOCATED AS CALLED FOR ON THE PLANVIEW SHALL BE REINSTALLED IN ACCORDANCE WITH THIS DETAIL.LOCATION TO BE SET IN ACCORDANCE WITH LOCAL STANDARDS OR ASDIRECTED BY THE ENGINEER.
ALL AUXILIARY VALVES TO BE LOCATED AT THE TEE ON THE WATER MAINAS SHOWN ON THIS DETAIL OR AS DIRECTED BY THE ENGINEER. WHEREEXISTING FITTINGS ARE NOT COMPATIBLE WITH NEW MAINCONSTRUCTION, USE SUITABLE ADAPTERS OR NEW FITTINGS UPONAPPROVAL BY THE ENGINEER.
ALL ANCHORS AND BLOCKING TO BEAR AGAINST UNDISTURBED SOIL.
IF WATER SERVICE TO HYDRANT IS TO COMMENCE PRIOR TO SETTING OFCONCRETE THRUST BLOCKING, USE A COMBINATION OF CONCRETE ANDUNI-FLANGE SERIES 1300 JOINT RESTRAINT.
No. 12 BLUE COPPER FINDER WIRE FROM METER TO HYDRANT.
LEGEND PAY LIMIT FORHYDRANT BIDITEM
3" to 8"
3/4" & 1" WATER SERVICE CONNECTION DETAILNOT TO SCALE
FIRE HYDRANT DETAILNOT TO SCALE
7
5
4
17
3
2
1
1
2
4
6
5
8
7
10
12
11
14
15
16
13
9
3
17
18
9
19
A
B
C
D
10
11
13
12
14
15
14
16
8
18
18
16
6
19
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LID & COVER
3/4" & 1" WATER SERVICE CONNECTION
1 GALVANIZED STAND PIPE WRAPPED WITH DUCT TAPE OR APPROVED EQUAL.2 ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION.3 CITY TO SUPPLY PLUMBING PARTS AFTER CURB STOP TO ANGLE JUST AFTER METER CITY ALSO TO SUPPLY METER, LID, TOUCH READ, AND BARREL.4 WATER HOOK UP FEES MUST BE PAID BEFORE A METER AND REQUIRED PARTS ARE DELIVERED.5 METER BARREL MUST BE INSTALLED IN APPROVED AREA BY THE CITY OF REXBURG WATER DEPARTMENT.6 CURB STOP MUST BE EXPOSED SO IT CAN BE USED IF NECESSARY.7 COMPRESSION TYPE FITTINGS ARE REQUIRED. BARBED FITTINGS AND HOSE CLAMPS ARE NOT APPROVED FOR WATER LINES IN THE CITY OF REXBURG.8 ONLY THE WATER METER, CURB STOP AND SPRINKLER LINE CONNECTION ARE ALLOWED IN THE METER BARREL.9 SPRINKLER CONNECTION IS REQUIRED TO COME FROM INSIDE THE RESIDENCE OR IS REQUIRED TO BE INSTALLED ACCORDING TO THE ILLUSTRATION PROVIDED.(SEE DETAIL A)10 CENTER LINE OF METER PIPING MUST BE INSTALLED WITHIN 15" TO 20" OF THE TOP OF WATER METER LID.11 BEFORE BACK FILLING ANY WATER SERVICE, PERMIT FEES MUST BE PAID AND INSPECTION OF THE WATER METER AND SERVICE PIPING IS REQUIRED TO BE INSPECTED BY THE WATER DEPARTMENT.12 FINAL OCCUPANCY WILL NOT BE GIVEN IF THE ABOVE REQUIREMENTS ARE NOT MET.13 METER TO MAIN No. 12 MIN. BLUE COPPER FINDER WIRE. METER TO BUILDING No. 12 MIN. BLUE COPPER FINDER WIRE. SEE SD-514 FOR SPLICING
GENERAL NOTES:
4"
FINISHED LAWN GRADE METER
TOUCH READ BUTTON
SERVICE LINE
METER SUPPORT
STRAP SERVICE LINETO METER SUPPORT
2" MIN
BUILDING SIDE
GALVANIZED PIPE,CONNECT TO METER& ANGLE METER VALVEW/APPROXIMATE FITTINGS
20" X 48" POLY BARREL20" RING AND COVERW/ TOUCH READ HOLE
BALL TYPE CORPORATION AND CURB STOPADAPTER, POLY-BY-FEMALE METAL PIPERATED AT 300 PSI MINIMUM WORKING PRESSURE.
SPRINKLER CONNECTIONSUPPLIED BY OWNER(IF APPLICABLESEE DETAIL A)
METER ANGLE STOP
METER
METER SLIP NUT
BALL VALVESTO BUILDING
CURB STOP INSIDE METER BARREL(DO NOT COVER)
WRAP PIPINGTO PREVENTCORROSION
DETAIL ACROSS SECTION OF METER
(SEE NOTE 13)
TO IRRIGATION SYSTEM
BACK FLOW DEVICE
6" CLEAR
SERVICE LINE (TYP) NO SPLICINGIS ALLOWED.
1
2
3
4
5
A
B
C
D
12
4
3
5
C9
B9
A9
NOT TO SCALE
E
DIRECT TAP WITH FORD BRANDPOLY CORPORATION VALVE.
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America's Family Community
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CITY OF REXBURGLID 48MISC. DETAILS2" WATER SERVICE AND CONNECTION
MISC. DETAILS 3
02/25/2020
1 = 2 NONE 10
OF ALL SERVICE LINES TO MAIN. SERVICE SADDLES:
SIZE (DRISCO PIPE 8600 ULTRA LINE) 2". ENDPOLYETHYLENE PIPE SIDR 9, CLASS 200 IN IRON PIPE SERVICE PIPE: ULTRA HIGH MOLECULAR WEIGHT
NO GALVANIZED PIPE OR YELLOW BRASS FITTINGS TO
ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS.
DOUBLE BAND SADDLE COUPLINGS: USED FOR CONNECTION
EPOXY COATED STEEL WITH STAINLESS STEEL BAND
NO SERVICE CONNECTIONS WITHIN ONE FOOT OF THE
STAINLESS STEEL SADDLE.
WATER MAIN.
PIPE ENDS. STAGGER MULTIPLE CONNECTIONS MADE ON THE SAME JOINT OF PIPE THE ALONG CIRCUMFERENCE AND SEPARATED BY A MINIMUM OF ONE FOOT.
BE USED.
BEVEL WITH MUELLER TOOL ONLY.
AND MUELLER THREADS, TYPE CC.
30° UNLESS OTHERWISEDIRECTED BY THEENGINEER
NO. 12 COPPER FINDER WIRE.SEE SD-514 FOR SPLICING
FORD FB-1101-7-NL 2"CORPORATION STOP.
2" WATER SERVICE CONNECTION DETAILNOT TO SCALE
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4
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America's Family Community
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CITY OF REXBURGLID 49MISC. DETAILS PIPE BEDDING, FERNCO 1006-88VALVE BOX AND LID ADJUSTMENTDOGHOUSE MANHOLE
MISC. DETAILS 4
02/25/2020
1 = 2 NONE 11
ADJUST VALVE BOX &LID DETAIL TO GRADE
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D11
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CITY MODIFIED 02/24/2020SD-516
STANDARD DRAWINGNO.
IDAHO STANDARDS FORPUBLIC WORKS
CONSTRUCTION
NOT TO SCALE
DOGHOUSE MANHOLE DETAILFOR INSTALLATION OF A NEW MANHOLE
OVER AN EXISTING MAIN LINE
NOTES:1. REMOVE INTERFERING
PORTION OF BARREL SECTIONAND PLACE ON 1 FOOT THICKCONCRETE FOOTING OVEREXISTING MAIN.
2. ALL MATERIALS PER ISPWC.3. USE SWELL-SEAL WATERSTOP
AT ALL POTENTIALINFILTRATION POINTS.
4. APPLY CONCRETE BONDERAND FORTIFIER BETWEENEXISTING CONCRETE AND NEWCONCRETE JOIN TO PROVIDE ABOND.
PLAN VIEW
DOGHOUSE MANHOLE DETAIL
MAIN LINE
KOR-N-SEAL BOOT
EXISTING MAIN LINE
PRE-CAST BARREL SECTION
AA
SHELF AT 1"/FT SLOPE
CONTINUOUS SWELL-SEALWATERSTOP-CAULK
FLOW
FLO
W
APPLY CONCRETEBONDER BETWEEN NEWAND PRECAST CONCRETE
SECTION A-A
COMPACTED SUBGRADE
COMPACTED SUBGRADE
8" MASONRY BLOCK OR 1'CONCRETE FOOTING 3/4" CHIPS
CONTINUOUS SWELL-SEALWATERSTOP-CAULK
VIBRATE CONCRETE
3" CLEAR. FILL GAP WITHNON-SHRINK GROUT ATPIPE PENETRATIONS
EXISTING PIPE8" TO 24" DIAMETER
PRE-CAST BARRELSECTION
SHELF AT 1"/FT SLOPETOP OF CONCRETE
KOR-N-SEAL BOOT
MAIN LINE
APPLY CONCRETE BONDER BETWEENNEW AND EXISTING CONCRETE
8"
9" MIN.
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America's Family Community
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CITY OF REXBURGLID 49MISC. DETAILS THRUST BLOCK & ANCHORNON-POTABLE WATER LINE SEPARATION
MISC DETAILS 5
02/25/2020
1 = 2 NO SCALE 12
NTS
THRUST BLOCK & ANCHOR DETAILS
HORIZONTAL SEPARATIONREQUIREMENTS
VERTICAL SEPARATIONREQUIREMENTS
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SIDEWALK
LANDSCAPE STRIP
COMMERCIAL & RESIDENTIAL DRIVEWAY
SECTION B-B
DRI
VEW
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DEPRESSED
DRIVEWAY (LANDSCAPE STRIP)
6"
SLOPE AS REQUIRED
1:1
LANDSCAPE STRIPVAR
3'-0"TRANSITION
DRIVEWAYFULLY
ROW LINE
SEE NOTE 1
1/4"/FT ± SLOPE
6"
SIDEWALKSEE NOTE 3
WIDTHSECTION
3'-0"TRANSITION
EXPANSION JOINT FILLER1/2" PREFORMED
TRANSITION SLOPE
LANDSCAPE STRIP
NOTES:
SEE
NO
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VA
R
SIDEWALK
BACK OF WALK
CO
MM
ERC
IAL
SIDEWALKRAISED 1/4"ABOVE CURB.CORNER TOHAVE 1/4"TOOLEDRADIUS.
STANDARD CURB AND GUTTER SECTION
1/2"
1/2" 2"
DRIVEWAY RAISED1/4" ABOVE CURB.CORNER TO HAVE 1/4"TOOLED RADIUS.
RESIDENTIAL DRIVEWAY CURB AND GUTTER SECTION
1-3/
4"
6"
7-3/
4"
8" 3"R
1/4" TOOLED RADIUS
±5"
1-3/
4"
1-3/
4"
6" 1'-0
"
8" 3"R
4-1/
4"
6" 3-1 2"
2"R
2'-6"
CROSS DRAIN DETAIL
2'-6"
NOTE:12" OF GRANULAR BORROWBENEATH CURB NOTSHOWN FOR CLARITY.
1/4" TOOLED RADIUS
4'-0"
2"
11 4"
11 4"
8"
NO. 4 REBAR 12" ON CENTERBOTH WAYS
VALLEY GUTTER SECTION (NO SCALE)6" OF 3 4" CRUSH
3"
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Firm Name and Address
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America's Family Community
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CITY OF REXBURGLID 49CURB, GUTTER, AND ROAD SECTIONSTANDARD DETAILS
STREETS DETAILS
02/25/2019
1 = 2 NO SCALE 13
SEE NOTE 1
4" CONCRETE
9-1/4"
NOT TO SCALE
CURB AT BACK OF RAMP
TRUNCATED DOMES
6"
5'-0" MIN
2% MAX.
2% MAX.
NOTE:
DRI
VEW
AY
DRIVEWAY (SIDEWALK)
6'-0"TRANSITION
DRIVEWAY WIDTH - FULLY DEPRESSED SECTION 6'-0"TRANSITION
SEE
NO
TE 3
TRANSITION SLOPE 1:12 MAX SLOPE(TYP.)
FUTURE OREXISTINGSIDEWALK
(NOT ALLOWED WHERE ADEQUATE RIGHT-OF-WAY IS AVAILABLEFOR A UTILITY STRIP - SEE NOTE 7)
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2% SLOPE MIN.
3" NEW ASPHALT
6" PULVERIZED BASE (4" OF EXISTING ASPHALT)USE 140 PCF FOR CEMENT CONTENT CALCULATION
EXISTING BASE
2% SLOPE MIN.
4" NEW ASPHALT
8" PULVERIZED BASE (4" OF EXISTING ASPHALT)USE 140 PCF FOR CEMENT CONTENT CALCULATION
EXISTING BASE
NOT TO SCALE
MAIN ST AND YELLOWSTONE HWY CRAB RECONSTRUCTION CROSS SECTION
2% SLOPE MIN. 2% SLOPE MIN.
NOT TO SCALE
2ND NORTH CRAB RECONSTRUCTION CROSS SECTION
HANDICAP RAMP DETAIL1. 6" OF GRANULAR FILL IN VALLEY AND 12" OF GRANULAR FILL ON HILL LOCATIONS (SEE ISPWC
STANDARD SPECIFICATIONS SECTION 801 & 802) SHALL BE REQUIRED UNDER ALL CONCRETE.ANY ALTERNATE DEPTH INCLUDING NATURALLY OCCURRING GRANULAR BASE MATERIALENCOUNTERED MUST BE APPROVED BY THE CITY ENGINEER.
2. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND AS SPECIFIED IN THE STANDARDSPECIFICATIONS OR AS DIRECTED BY THE CITY ENGINEER. (SEE ISPWC SECTION 703)
3. STANDARD SIDEWALK WIDTH IS 5 FOOT W/ BROOM FINISH. STANDARD SLOPE IS LES THAN 1/4"PER FOOT TO STREET. 1:12 SLOPE MAXIMUM.
4. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY CONSTRUCTION AND ATMAXIMUM SPACING OF 50 FEET OF SIDEWALK.
5. ALL CONCRETE SHALL BE 6 BAG PORTLAND CEMENT. WITH 3% TO 5% ENTRAINED AIR ANDLITHIUM FOR ASR MITIGATION.
6. WHERE CURB & GUTTER IS NOT PRESENT, ASPHALT MUST BE SAWCUT TO ALLOW FOR SMOOTHTRANSITION.
7. REMOVAL AND REPLACEMENT OF CURB & GUTTER, ASPHALT MUST BE SAWCUT MINIMUM 6"AND REPLACED.
(COMMERCIAL)3 #4 REBAR EVENLY SPACED INNON-EXTRUDED CURBNOTE: RESIDENTIAL DOES NOTREQUIRE REBAR REINFORCEMENT
(COMMERCIAL)#4 REBAR ON CENTER, BOTH WAYSNOTE: RESIDENTIAL DOES NOTREQUIRE REBAR REINFORCEMENT
EACH TRANSITION TOBE 6' IF SIDEWALLS AREAT BACK OF CURB
50' MAX SPACINGIN SIDEWALK
REQUIRED AT ALLAPPROACHES
EXPANSION JOINT FILLER1/2" PREFORMED
NO
TE: 4
"RE
SID
ENTI
AL
1/2" PREFORMEDEXPANSION JOINTFILLER (TYP)B
13
A13
C B/C
BBSECTION
SIDEWALKSTANDARD TYPE I GRATE
(PRECAST)INLET BOX TYPE 1
3 1/2"
2"
3 1/
2"6"
30" INNER DIAMETER
KNOCKOUTS TYPICALLY (4) SIDES18" DIAMETER TO RECEIVE UP TO15" DIAMETER PIPE
BARREL SECTION
GASKET FOR PLASTIC PIPE
9'-6"
C1
A A
BB
PLAN VIEW
S3 #4 REBAR BY MANUFACTURERC1
C3 #4 REBAR BY MANUFACTURER
6"
1 3/
4"
1 3/
4"
6"
7 1/
4"
SECTION
23 1/2"
6"
2"
3 1/2"
3 1/
2"
2' MINIMUM
20"
3'-3"
2' MINIMUM
3'-3"2'-0" 2'-0"
3'-3"
3'-3
"
#4 REBAR BY MANUFACTURER
12" MINIMUMDIAMETER
NOTES:
A14
L
KNOCKOUTS TYPICALLY (4) SIDES18" DIAMETER TO RECEIVE UP TO15" DIAMETER PIPE
30" INNER DIAMETERBARREL SECTION
1. ALL CONCRETE PIPES (24" OR LESS IN DIAMETER) CONNECTEDTO MANHOLES OR INLET BOXES SHALL HAVE A BELL ANDSPIGOT JOINT LOCATED WITHIN 24" OF THE OUTSIDE WALLOF STRUCTURE. THIS PROTRUDING PORTION OF PIPE SHALLBE SUPPORTED WITH CONCRETE UP TO, BUT NOT INCLUDINGTHE JOINT.
2. ALL EXPOSED SURFACES TO BE GROUTED SHALL FIRST BECOATED WITH AN EPOXY BOUNDING AGENT.
3. JOINTS, ETC., THAT MUST BE GROUTED, SHALL BE "DRYPACKED" WITH A NON-SHRINK, TYPE GROUT SUCH ASTHORITE (STANDARD WALL PRODUCTS, INC.) OREQUIVALENT.
4. INLET BOX REBAR SHALL BE TIED TO REBAR IN CURB ANDGUTTER WITH STANDARD TIE WIRE.
5. REBAR TO BE INCLUDED IN COST OF INLET BOX.6. REBAR C3 SHALL BE OF ADEQUATE LENGTH TO BE WIRED TO
REBAR C1, AND SHALL BE EMBEDDED IN THE BOX AMINIMUM OF 10 INCHES.
7. THE SPACING FOR THE C1 REBAR SHALL BE MAINTAINEDWITH 9 GAUGE WIRE OR ADDITIONAL #4 REBAR AT THEENDS.
8. SEE CURB & GUTTER STANDARD DRAWING FOR DIMENSIONSOF CURB AND GUTTER.
9. ALL CONCRETE SHALL BE CURED WITH A CURINGCOMPOUND AS SPECIFIED IN THE STANDARD SPECIFICATIONOR AS DIRECTED BY THE ENGINEER.
10. ALL EXPOSED STEEL SURFACES (FRAME & GRATE) SHALL BEPAINTED WITH TWO COATS OF OIL BASE PRIMER AND FINALCOAT OF OIL BASE PAINT. APPLICATION RATE ANDPAINTING MATERIALS SHALL BE IN ACCORDANCE WITH THESTATE OF IDAHO STANDARD SPECIFICATIONS FOR HIGHWAYCONSTRUCTION LATEST EDITION AND AMENDMENTS. FIRSTTWO COATS SHALL BE PRIMED, FINAL COAT SHALL BE GRAY.
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America's Family Community
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CITY OF REXBURGLID 49CATCH BASIN DETAILTYPE 1
CATCH BASIN DETAIL
02/25/2020
1 = 2 NO SCALE 14
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America's Family Community
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CITY OF REXBURGLID 49CATCH BASIN DETAILTYPE 2
CATCH BASIN DETAIL
02/25/2020
1 = 2 AS NOTED 15
Copyright
www.oldcastleprecast.com
©
2' x 3' Basin
2' x 3' Catch Basin
Bases and Risers
2008
2' X 3' RISER
2' X 3' BASE
Copyright
www.oldcastleprecast.com
©
2' x 3' Basin
2' x 3' Catch Basin
Bases and Risers
2008
CURB BACK F&G
2' X 3' CATCH BASIN
PLAN VIEW
2' X 3' CATCH BASIN BASE
SIDE ELEVATION
2' X 3' CATCH BASIN BASE
END ELEVATION
2' X 3' CATCH BASIN RISER
SIDE ELEVATION
2' X 3' CATCH BASIN RISER
SIDE ELEVATION
JOINT DETAIL
(PRECAST)INLET BOX TYPE 2A
15EDCM
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5'-0
"SD
WK
7'-0
"
STANDARDCATCH BASIN
CURB &GUTTER
4' Ø MANHOLEMODIFIED AS GREASE
AND SOLIDS TRAP,
(4) STORM TECH SC-740 CHAMBER INFILTRATOR
UNITS OR APPROVED EQUAL ASREQUIRED PER INFILTRATION RATE
AS DETERMINED BY DESIGNENGINEER AND APPROVED BY CITY
ENGINEER
16
B
B
16
FUTURE EXPANSION(CONSTRUCT 2NDUNIT HWEREINSTALLATIONSUPPORTS (2)CATCH BASINS
1'-6
"
7"
4'-4"
2'-6
"
6" TYP.
6"BR
OK
ENST
ON
E
1-1/2"-2"WASHED BROKENSTONE
SIDEWALK
CULTEC 410 FILTER (OR EQUAL)FABRIC TO SEPARATETOPSOIL FROM WASHEDSTONE
FINISH GRADE
CURB & GUTTER
NATURALGRANULARMATERIAL
STORM TECHSC-740 CHAMBERINFILTRATOR
PRECAST SOLIDFLOOR AND LOWERMH SECTION
2'-0
"
12"Ø PVCTO INFILTRATOR
INFILTRATOR
12" TO 24"
12"Ø INLET FROMCATCH BASIN. EXTENDINTO INNER SEPARATOR RING
STANDARD MH RING& COVER FLUSH WITHGROUND SURFACE
STANDARD MHCONE SECTION
12"Ø PVCTO INFILTRATOR
STD 4'ØMANHOLE
SECURE PIPE TOWALL W/ SS STRAPAND HARDWARE.TYP.
CAP 12"Ø PVCTO FUTUREINFILTRATOR
12" OPENING W/FLEXIBLE SEAL, TYP.
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America's Family Community
CITY
OFREXBURG,IDA
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CITY OF REXBURGLID 49INFILTRATOR DETAIL
INFILTRATOR
02/25/2020
1 = 2 AS NOTED 16
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PLAN VIEW DRAINSCALE: 1/4" = 1'
CROSS SECTION INFILTRATOR DRAINSCALE: 1/2" = 1'
CROSS SECTION VIEW DRAINSCALE: 3/4" = 1'
A16
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