HomeMy WebLinkAboutCS 1 - 25163 Juniper Commons SP_9-26-25JUNIPER COMMONS PHASE 1 & 2
PROJECT No. 25163
CADEN FUHRIMAN
1331 FREMONT AVE, IDAHO FALLS
208-542-2665
AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO
LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M., MADISON COUNTY,
IDAHO
SHEET NO.
PROPERTY LEGAL DESCRIPTION
PHONE
FILE NO.
SCALE:of
NAME
ADDRESS ZIP
DATE PLOTTED:
REVIEW NO.:
DRAWN BY:
CHECKED BY:
83402
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Designed By:
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665
E
REXBURG (208) 359-2665 25163
N/A
R. JORDAN
C. FUHRIMAN
9/26/25
----
1 25
IDAHO FALLS
REXBURG
BLACKFOOT
CHUBBUCK
TWIN FALLS
SUN VALLEY
CASCADE
McCALL
BOISE
MOSCOW
COUER d'
ALENE
RUPERT
SALMON
AMMON
ST.ANTHONY
ISLAND PARK
POCATELLO
MOUNTAIN
HOME
RIGBY IONA
SHELLEY
PROJ
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W 7TH S
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SITE PLAN FOR:
SITE PLAN CONTACT PERSON
SITE PLAN NAME AND ADDRESS
VICINITY MAP
1.ANY CHANGES TO THIS SITE PLAN SHALL BE SUBMITTED TO THE CITY OF
REXBURG PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO
CONSTRUCTION.
2.FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT
IN THE CITY/COUNTY WITHHOLDING BUILDING PERMITS, CERTIFICATES OF
OCCUPANCY, WATER OR ELECTRICAL SERVICE.
3.A RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FROM THE
MADISON COUNTY PUBLIC WORKS DEPARTMENT FOR ANY WORK IN A
PUBLIC RIGHT-OF-WAY NOT INCLUDED IN THE SCOPE OF THESE
IMPROVEMENT DRAWINGS.
4.A LICENSED IDAHO PROFESSIONAL ENGINEER SHALL INSPECT, CERTIFY TO
COUNTY STANDARDS, AND PREPARE "AS-BUILT" DRAWINGS FOR ALL ROAD
WATER, SANITARY SEWER AND STORM SEWER MAIN LINES.
5.ALL WATER SERVICE LINES LESS THAN FOUR (4) INCHES AND SANITARY
SERVICE LINES LESS THAN EIGHT (8) INCHES SHALL BE INSPECTED BY
SERVICE PROVIDERS PRIOR TO BACKFILLING.
6.ALL NEW CONSTRUCTION SHALL INCLUDE INSTALLATION OF A METER PIT
PER FALLS WATER STANDARDS TO CAPTURE BOTH DOMESTIC AND
LANDSCAPE IRRIGATION USES. COMMERCIAL BUILDINGS, WHERE
POSSIBLE, SHALL BE PLUMBED FOR A METER INSIDE OF BUILDING.
CONTACT THE WATER DEPARTMENT TO DETERMINE IF A METER IS
REQUIRED AND FOR ANY ADDITIONAL INFORMATION.
7.ALL ELECTRICAL FACILITIES, INCLUDING NEW SERVICES OR THE RELOCATING
OF EXISTING, SHALL BE IN ACCORDANCE WITH THE CURRENT ROCKY
MOUNTAIN POWER SERVICE POLICY. THE DEVELOPER MUST SUBMIT TWO
(2) COPIES OF THESE PLANS DIRECTLY TO ROCKY MOUNTAIN POWER FOR
THE DESIGN AND/OR APPROVAL OF ELECTRIC SERVICE. CONTACT ROCKY
MOUNTAIN POWER PRIOR TO CONSTRUCTION OF ELECTRICAL FACILITIES.
City of Rexburg, Madison County, Idaho
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
LUMEN
APPROVED BY:
INTERMOUNTAIN GAS
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PROJECT
LOCATION
GIDUOYEROFEB
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C
DIG LINE 1-800-342-1585
ELECTRICAL NOTES:
1.ALL TRAFFIC SIGNAGE SHALL BE DESIGNED, CONSTRUCTED AND PLACED IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) WITH THE FOLLOWING EXCEPTIONS:
2.ALL STOP AND YIELD SIGNS USED IN ANY SUBDIVISION SHALL BE A MINIMUM 30”X 30”. ENGINEER GRADE SHEETING SHALL NOT BE
ALLOWED.
3.ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4” LEGEND. BOTH BACKGROUND AND LEGEND SHALL BE REFLECTIVE
STANDARD COLORS WITH WHITE LEGEND AND GREEN BACKGROUND EXCEPT PRIVATE ROADS, WHICH WILL HAVE A BLUE
BACKGROUND.
4.SUBSTRATE MATERIAL SHALL BE ALUMINUM; NO FIBERGLASS OR PLASTIC WILL BE ACCEPTED.
5.THE MINIMUM SIZE FOR SPEED LIMIT SIGNS SHALL BE 24”W X 30”L WITH BLACK LEGEND ON WHITE BACKGROUND.
6.POSTS SHALL BE METAL AND SHALL BE ANCHORED WITH A “SOIL TYPE” ANCHOR. NO CONCRETE SHALL BE USED AS AN ANCHOR.
POSTS SHALL BE 2”X 2” SQUARE AND SHALL MEET BREAK-A-WAY STANDARDS OF THE STATE OF IDAHO. NO U-CHANNEL SHALL BE
USED.
7.THE MINIMUM HEIGHT OF SIGNS SHALL BE 6' FROM THE ROAD SURFACE TO THE BOTTOM OF THE SIGN.
8.MAINTENANCE OF ALL STREET AND TRAFFIC SIGNS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE STREETS ARE
OFFICIALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF REXBURG.
SIGNAGE NOTES:
GENERAL NOTES:
1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY.
2.DEVELOPER SHALL BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND MISCELLANEOUS ELECTRICAL
FACILITIES.
3.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S MARKING AND STRENGTH
RATING REQUIREMENTS. CONDUIT DIAMETERS SHALL MEET ROCKY MOUNTAIN POWER'S DESIGN. ALL ELBOWS SWEEP RADII SHALL BE 36”, 48” OR 60”
DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN.
4.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER.
5.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY SPECIFICATIONS AND IN
ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOT TO EXCEED 60”) AND INCLUDE THE REQUIRED SAND
PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.
6.THE ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
7.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
8.THE DEVELOPER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.
9.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY MOUNTAIN POWER
SERVICE POLICY.
10.SEE ROCKY MOUNTAIN POWER ELECTRICAL SITE PLAN FOR OFF-SITE AND ON-SITE ELECTRICAL LAYOUT AND INSTALLATION DETAILS. IN THE EVENT THE FIBER
OPTIC UTILITY ELECTS TO USE THE SAME TRENCH, THEY MUST MEET NESC UNDERGROUND UTILITY CLEARANCES.
11.A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS PERPETUALLY RESERVED WITHIN EACH LOT ALONG ALL ROAD FRONTAGES FOR THE USE OF PUBLIC UTILITIES
WITHIN THIS SUBDIVISION. NO PERMANENT STRUCTURES, SIDEWALKS, AND DRIVEWAYS SHALL BE CONSTRUCTED OVER SAID EASEMENT (OTHER THAN
CROSSINGS) IN ORDER FOR THE UTILITY COMPANIES TO MAINTAIN.
FIRE DEPARTMENT NOTES:
1.TURNING RADIUS (CUL-DE-SACS/HAMMERHEADS) SHALL MEET IFC D103.4. DEAD ENDS SHALL REQUIRE A 96' DIAMETER CUL-DE-SAC FOR TURNING
EMERGENCY VEHICLES. THE CUL-DE-SAC DESIGN FOR THIS SUBDIVISION IS DESIGNED WITH A 98' DIAMETER TURNAROUND FROM BACK OF CURBS
(96' TURNING WIDTH).
2.FIRE CODE SIGNAGE SHALL BE DETERMINED BY THE FIRE CODE OFFICIAL. WHEN REQUIRED, SIGNS MEETING IFC D103.6 SHALL BE INSTALLED
(REQUIRED UPON OFFICIAL OR WHEN STREETS COMING INTO DEAD ENDS ARE LESS THAN 26' IN WIDTH AND THE TURNING RADIUS DOES NOT
MEET 96' DIAMETER).
1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES
(RESOLUTION 2016-15).
2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
3.BASIS OF BEARINGS CITY OF REXBURG CONTROL.
4.ELEVATIONS SHOWN ARE NAVD 88 DATUM TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT
IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT
INTERFERE WITH NORMAL OPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE
APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO
BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND
FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL
MATERIAL THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION
AND DUST CONTROL MEASURES.
8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTH
WHILE STILL MEETING REGULATORY REQUIREMENTS. FOR BIDDING PURPOSES CONTACT OWNER FOR TEST HOLE DEPTH OF ROCK.
9.DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TO WALK JOB AND IDENTIFY DEMOLITION
WORK PRIOR TO BIDDING.
10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED AND
MAINTAINED BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTED
AND CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITY
ENGINEER. FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OF BUILDING
PERMITS, CERTIFICATE OF OCCUPANCY, AND WATER OR ELECTRICAL SERVICE.
11.LANDSCAPING SIGNS NOT TO EXCEED 3 FEET IN HEIGHT IN THE CLEAR SIGHT TRIANGLE.
12.THERE SHALL BE A 15-FOOT WIDE PUBLIC UTILITY EASEMENT WITHIN EACH LOT ALONG ALL ROAD/STREET FRONTAGES FOR POWER,
PHONE, CABLE, GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERS AND PHONE BOXES WILL BE
FIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEEN CONSTRUCTED TO SUBGRADE AND SIDE SLOPES
HAVE BEEN COMPLETED.
13.ALL FRONTAGE PUBLIC UTILITY EASEMENTS (PUE) SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE.
14.LUMEN/CENTURY LINK/SPARKLIGHT USES THE SAME TRENCH AS ROCKY MOUNTAIN POWER AND REQUIRES CONDUITS (CONTRACTOR
SHALL NOTIFY ALL FOR SCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTION STAKING OF POWER SHALL BE
CONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZE MEETING ROCKY MOUNTAIN POWER DESIGN
PRIOR TO CONSTRUCTION.
15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURAL GAS MUST BE IN
A SEPARATE TRENCH.
16.A 12” SPACING SHALL BE REQUIRED BETWEEN DIFFERENT UTILITIES IN THE SAME TRENCH.
17.CONTRACTOR SHALL CONTACT DIG-LINE AT 811, (800) 342-1585 OR (208) 342-1585 PRIOR TO ANY UTILITY CONSTRUCTION.
WATER NOTES:
1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND
SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL
SEPARATION DISTANCES AND SLOPE REQUIREMENTS.
2.ALL WATER MAIN LINE SHALL BE CLASS 50 DUCTILE IRON MEETING AWWA C-151.
3.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.
4.WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWER
MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
5.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.
6.FIRE HYDRANTS SHALL HAVE TWO 2-1/2” DIAMETER HOSE NOZZLES AND ONE 4-1/2” DIAMETER HOSE NOZZLE PER CITY STANDARDS.
7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TO CONTACT DIG LINE PRIOR TO ALL
EXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICES
REQUIRED.
8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATE
OF IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR AND
MOUNTED IN A HORIZONTAL POSITION WITHIN A HEATED MECHANICAL ROOM.
9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THE INTERNATIONAL FIRE CODE AND SHALL
INCLUDE ALL APPURTENANCES (IF APPLICABLE).
10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATER
SERVICES.
11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWA
STANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING AND
DISINFECTION OF WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWA
STANDARDS REQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.
STORM SEWER NOTES:
1.ALL STORM SEWER SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS,
LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPE REQUIREMENTS.
2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407, CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS, AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
3.STORM DRAIN PIPE SHALL MEET ONE OF THE FOLLOWING: PVC SDR 26 MEETING THE REQUIREMENTS OF ASTM D 3034 FOR DIAMETERS 18” OR
LESS, ASTM F 679 FOR DIAMETERS 18” OR GREATER, PVC RIBBED PIPE MEETING THE REQUIREMENTS OF ASTM F 794 MEETING THE CURRENT CITY
OF REXBURG STANDARD SPECIFICATIONS AND DRAWINGS.
4.CONTRACTOR SHALL PERFORM TESTING AND CLEANING OF SEWER MAINS MEETING CITY STANDARDS.
SANITARY SEWER NOTES:
1.ALL SEWER MAIN SHALL BE PVC SDR 35 IN ACCORDANCE WITH ASTMD3034 AND SERVICE SHALL MEET CURRENT CITY OF REXBURG STANDARD
DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL
SEPARATION DISTANCES AND SLOPE REQUIREMENTS.
2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407, CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS, AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
3.CONTRACTOR SHALL PERFORM TESTING AND CLEANING OF SEWER MAINS MEETING CITY STANDARDS.
BTM BOTTOM
BLDG BUILDING
CB CATCH BASIN
CL CENTERLINE
CONC CONCRETE
DIA DIAMETER
ELEV ELEVATION
EO EDGE OF OIL
EX EXISTING
FH FIRE HYDRANT
FL FLOW LINE
FW FACE OF WALK
HORZ HORIZONTAL
HP HIGH POINT
INV INVERT
LF LINEAR FEET
LP LOW POINT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
ABBREVIATIONS:
PROJECT MANAGER..............................................................................KURT ROLAND...................................................(208) 542-2665 OFFICE
PROJECT ENGINEER...............................................................................CADEN FUHRIMAN............................................(208) 542-2665
CITY ENGINEER......................................................................................KEITH DAVIDSON...............................................(208) 359-3020
PROJECT CONTACTS:
IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) ...............CARLIN FEISTHAMEL, PE ...................................(208) 528-2650
DIGLINE (CALL BEFORE YOU DIG).....................................................................................................................................(800) 342-1585
MADISON FIRE DEPARTMENT................................................................STAN CRITTENDEN............................................(208) 359-3010
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DESCRIPTION
NEW WATER LINE (DR 14 C900 BLUE)
LINETYPE
EXISTING STORM DRAINSDSD
W W EXISTING WATERLINE
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING WATER VALVE
EXISTING STREET LIGHT
EXIST.PRO.DESCRIPTION
PROPOSED SANITARY SEWER MANHOLE/EXISTING SS MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
EXISTING ASPHALT
8''W
OPEN SPACE/LANDSCAPE
4280 CONTOURS (1' INTERVALS)
BOUNDARY LINE
LOT LINE
SECTION LINE
SS SS
EXISTING EASEMENT AS NOTED
NEW IRRIGATION LINEPIRR
EXISTING IRRIGATION LINEPIRR
EDGE OF OIL (ASPHALT)EO
EXISTING CABLE BOX
EXISTING FIBER OPTICS BOX
PUBLIC UTILITY EASEMENT
0.75%
SS SS EXISTING SANITARY SEWER MAIN
EXISTING FENCE LINE
6''PS EXISTING PRESSURE SEWER MAIN
PROPOSED CONCRETE
EXISTING WATER METER
PROPOSED LIP DOWN 18" CURB & GUTTER
PROPOSED LIP UP 18" CURB & GUTTER
PROPOSED 2.5' STANDARD CURB & GUTTER
PROPOSED STORM DRAIN MANHOLE/EXISTING SD MANHOLE
NEW STORM DRAIN MAIN (HDPE N12)SD SD
PROPOSED STREET LIGHT (SPACED AT 400' MAXIMUM)
SNOW STORAGE
TBC:
90.00
EX TBC:
90.00
SHEET INDEX
SHEET No.SHEET NAME SHEET TITLE
1 COVER
2 G-1 NOTES
3 C-1 EXISTING CONDITIONS
4 C-2 PHASE MAP
5 C-3 OVERALL SITE PLAN
6 C-4 OVERALL GRADING PLAN
7 C-5 OVERALL STORM DRAINAGE
8 PP-1 PLAN & PROFILE CORNELISON AVENUE
9 PP-2 PLAN & PROFILE PIONEER ROAD STATIONS 0+00 to 5+00
10 PP-3 PLAN & PROFILE PIONEER ROAD STATIONS 5+00 to 10+00
11 PP-4 PLAN & PROFILE PIONEER ROAD STATIONS 10+00 to 13+40
12 PP-5 PLAN & PROFILE ALIGNMENT D
13 PP-6 PLAN & PROFILE ALIGNMENT E
14 PP-7 PLAN & PROFILE ALIGNMENT A,B, & C
15 PP-8 PLAN & PROFILE ALIGNMENT F
16 PP-9 PLAN & PROFILE ALIGNMENT G
17 PP-10 PLAN & PROFILE ALIGNMENT H
18 PP-11 PLAN & PROFILE ALIGNMENT I
19 PP-12 PLAN & PROFILE ALIGNMENT J
20 PP-13 PLAN & PROFILE ALIGNMENT K
21 PP-14 PLAN & PROFILE ALIGNMENT L
22 PP-15 PLAN & PROFILE ALIGNMENT M
23 D-1 DETAILS
24 D-2 DETAILS
25 D-3 DETAILS
MX MATCH EXISTING
OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
PC POINT OF CURVATURE
PT POINT OF TANGENT
P.U.E.PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
REQ'D REQUIRED
MH MANHOLE
SD STORM DRAIN
SSMH SANITARY SEWER MANHOLE
STA STATIONING
TR TRANSFORMER
TBC TOP BACK OF CURB
TBRC TOP BACK RIBBON CURB
TYP TYPICAL
VERT VERTICAL
VG VALLEY GUTTER
EX EXISTING
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EXISTING ALIGNMENT OF CORNELISON AVENUE,
EXISTING CURB AND SIDEWALK TO BE REMOVED
AND INSTALLED PER NEW ALIGNMENT
EXISTING FENCE IS ENCROACHING
INTO PROJECT SITE PROPERTY, TO BE
RE-LOCATED TO BOUNDARY LINE
EXISTING LOT LINE PER ROS LOT LINE
ADJUSTMENT INSTRUMENT NO. 421952
JUNIPER SANDS SUBDIVISION
LOT 1 BLOCK 2
CITY OF REXBURG EXISTING EASEMENT
INSTRUMENT NO. 367338
REXBURG STAKE LDS CHURCH
PROPOSED SITE BOUNDARY
15' PUE
CURB TO BE REMOVED
30'
20'
10'
JUNIPER SANDS SUBDIVISION
LOT 1 BLOCK 1
LOT 2 BLOCK 2
W 7TH St
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BLOCK 1
BLOCK 2
BLOCK 4
BLOCK 3
2
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2.49 AC.
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41
BLOCK 1
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57 468
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RE-ALIGNMENT OF
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EXISTING FENCE IS ENCROACHING
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79' R-O-W
PER CITY OF REXBURG TYPICAL STREET SECTION 4
JUNIPER SANDS SUBDIVISION
JUNIPER SANDS SUBDIVISION
LOT 1 BLOCK 2
PARCEL 1
CITY OF REXBURG EXISTING EASEMENT
INSTRUMENT NO. 367338
REXBURG STAKE LDS CHURCH
PROPOSED SITE BOUNDARY
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15' PUE
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TYPE III BARICADE
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SCALE: 1" = 50'
5 C-
3
OV
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A
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RE-ALIGNMENT OF
CORNELISON AVENUE
EXISTING ALIGNMENT OF CORNELISON AVENUE,
EXISTING CURB AND SIDEWALK TO BE REMOVED
AND INSTALLED PER NEW ALIGNMENT
TOTAL PROJECT AREA = 8.767 ACRES
OPEN SPACE REQUIREMENT = 20%
OPEN SPACE PROVIDED = 3.03 AC (34%)
SNOW STORAGE AREA = X.XX
ASPHALT AREA = 130,178 FT2 (SITE), 90,894 FT2 (ROW)
PARKING STALLS REQUIRED = 392
PARKING STALLS PROVIDED = 399
CURRENT ZONE = HDR2
DENSITY ALLOWED = 42 UNITS PER 1 ACRE
TOTAL UNITS = 196
BUILDING HEIGHT= 24'-6"
BUILDING FOOTPRINT AREA= 1762 FT2
79' R-O-W
PER CITY OF REXBURG TYPICAL STREET SECTION 4
SITE LAYOUT INFORMATION
JUNIPER SANDS SUBDIVISION
JUNIPER SANDS SUBDIVISION
LOT 1 BLOCK 2
CITY OF REXBURG EXISTING EASEMENT
INSTRUMENT NO. 367338
REXBURG STAKE LDS CHURCH
PROPOSED SITE BOUNDARY
PROPOSED SITE BOUNDARY
ASPHALT PAVING PER DETAIL 1 ON SHEET D-1.
1.5' LIP UP CURB PER DETAIL 2 ON SHEET XX.
1
2
4
6 INSTALL VALLEY GUTTER PER DETAIL X ON SHEET XX
5
1
7
8
3
9
10
1.5' LIP DOWN CURB PER DETAIL 3 ON SHEET XX.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS SHOWN.
2" WATER SERVICE W/ 2" WATER METER BOX PER LATEST CITY OF REXBURG STANDARDS.
1
TRANSITION CURB LIP UP TO LIP DOWN.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARDS.
INSTALL COMMERCIAL APPROACH PER CITY OF REXBURG STANDARDS.
1.DEVELOPER TO BE RESPONSIBLE FOR IRRIGATION DESIGN INCLUDING IRRIGATION
WATER INSTALLATION.
2.CONTRACTOR TO INSTALL 4" CONDUIT BELOW THE WALKS/DRIVE AISLES FOR
IRRIGATION WATER INSTALLATION TO MEET IRRIGATION DESIGN.
PAVING & MISC CONSTRUCTION ITEMS
SEWER SERVICE CONSTRUCTION ITEMS
WATER SERVICE CONSTRUCTION ITEMS
LANDSCAPE & IRRIGATION NOTES
6" SANITARY SEWER SERVICE WITH CLEAN OUT(S) PER LATEST REVISION OF CITY
OF REXBURG.
DESCRIPTION
NEW WATER MAIN
LINETYPE
EXISTING STORM DRAINSDSD
W W EXISTING WATERLINE
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING WATER VALVE
EXISTING STREET LIGHT
EXIST.PRO.DESCRIPTION
PROPOSED SANITARY SEWER MANHOLE/EXISTING SS MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
EXISTING ASPHALT
W W
OPEN SPACE/LANDSCAPE
4280 CONTOURS (1' INTERVALS)
BOUNDARY LINE
LOT LINE
SECTION LINE
NEW SANITARY SEWER MAIN SS SS
EXISTING EASEMENT AS NOTED
NEW IRRIGATION LINEPIRR
EXISTING IRRIGATION LINEPIRR
EDGE OF OIL (ASPHALT)EO
EXISTING CABLE BOX
EXISTING FIBER OPTICS BOX
PUBLIC UTILITY EASEMENT
0.75%
SS SS EXISTING SANITARY SEWER MAIN
EXISTING FENCE LINEXXX
6''PS EXISTING PRESSURE SEWER MAIN
PROPOSED CONCRETE
EXISTING WATER METER
PROPOSED LIP DOWN 18" CURB & GUTTER
PROPOSED LIP UP 18" CURB & GUTTER
PROPOSED 2.5' STANDARD CURB & GUTTER
TBC:
90.00
EX TBC:
90.00
PROPOSED STORM DRAIN MANHOLE/EXISTING SD MANHOLE
2 6" FIRELINE SERVICE PER CITY OF REXBURG.
TYPICAL PARKING STALL SIZES
NOT TO SCALE
9'
20
'
STANDARD
9'
ADA ACCESSIBLE
20
'
TRASH ENCLOSURE PER CITY OF REXBURG.12
13
INSTALL INFILTRATION SYSTEM, SEE STORM TABLES ON SHEET C-5 AND DETAILS ON SHEET XX.
NEW STORM DRAIN MAIN SD SD
MONUMENT PANEL SIGN
PROPOSED STREET LIGHT (SPACED AT 400' MAXIMUM)
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SNOW STORAGE
SETBACK LINE
SETBACK LINE
8'
18
'
COMPACT A
8
16
'
COMPACT B
5'
NOTE: NOT ALL UTILITY FEATURES AND DESIGN ELEMENTS ARE KEYNOTED ON THIS
OVERALL SITE PLAN. ADDITIONAL DETAILS, ANNOTATIONS, AND KEYNOTES ARE PROVIDED
ON THE SUBSEQUENT PLAN AND PROFILE SHEETS. REFER TO THOSE SHEETS FOR
COMPREHENSIVE DESIGN INFORMATION AND SPECIFIC CONSTRUCTION REQUIREMENTS.
PROPOSED IRRIGATION PUMP LOCATION
TO
E
TO
E
TO
E
TO
E
EG EG EG
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
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Park
COMPACT
B
CO
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P
A
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T
A
GB
GB
GB
GB GB GB GB
GB
GB
GB
GB
GB
GB
GB
GBGBGBGBGBGBGB
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GB
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G
B
GB
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12''SD)12''SD)
12''SD)
12
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12
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(12''SD(12''SD(12''SD12''SD)12''SD)
GBGBGBGB
GB GB GB GB GB
G
B
G
B
G
B
G
B
G
B
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GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
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CO
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A
COMPACT
B
COMPACT
B
COMPACT
B
COMPACT
B
COMPACT
B
CO
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N
E
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79'
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79
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15'
PU
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1
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P
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TBC: 56.90
TBC: 57.00
TBC: 57.00
TBC: 56.60
TBC: 56.40 TBC: 56.60
TBC/MX: 56.40 TBC/MX: 56.75
TBC: 56.89
TBC: 57.00
TBC: 55.95
TBC: 55.80
TBC: 55.70
TBC: 55.80
TBC: 55.80
TBC: 55.70
TBC/LP: 55.20 TBC/LP: 55.20
TBC/HP: 55.40
TBC: 55.50
TBC: 55.65 TBC: 55.70
TBC: 55.80
TBC: 55.70
TBC: 55.50TBC/LP: 55.20
TBC: 56.20
FF: 57.15 FF: 57.60
FF: 57.15 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.60
FF: 57.80
FF: 57.60FF: 57.60FF: 57.60
FF: 56.70 FF: 56.80
FF: 57.45
FF: 57.45
FF: 57.85
FF: 57.85
FF: 57.85
FF: 57.85
FF: 57.50
FF: 57.90
FF: 57.90
FF: 57.50
FF: 57.50
FF: 58.00
FF: 57.90
FF: 57.40
FF: 57.55FF: 57.55FF: 57.55
FF: 57.90FF: 57.90
FF: 57.55
FF: 57.50
FF: 57.35
FF: 57.35
FF: 57.05
FF: 57.05
FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.15
TBC: 57.00
TBC: 56.60
TBC: 56.70
TBC: 57.00
TBC: 57.00 TBC: 57.00
TBC: 57.37
TBC: 57.17
TBC: 56.90
TBC: 56.50
TBC: 56.60
TBC: 57.00
TBC: 55.75TBC: 55.65
TBC: 55.55
TBC: 55.25
TBC: 55.20
TBC: 55.35
TBC: 55.45
TBC: 56.90
TBC: 56.60
TBC: 56.50
TBC: 56.60
TBC: 57.05
TBC: 56.90
TBC: 56.90
TBC: 57.10
TBC: 55.60
FL VG: 54.70
FL VG: 54.50
FL VG: 54.80
TBC/LP: 56.70
TBC: 57.00
TBC: 56.80
TBC: 57.20
TBC: 57.03
TBC: 57.03
TBC: 57.00
TBC: 56.82
TBC/LP: 56.08
TBC/LP: 56.08
TBC CC: 56.45
TBC CC: 56.65
TBC: 57.15
TBC: 56.85
TBC: 57.00
TBC: 57.30
TBC: 57.30
TBC: 57.00
TBC: 56.90
TBC: 56.80
TBC: 56.80
TBC: 57.00
TBC: 57.10
TBC: 57.35
TBC: 56.50
TBC: 56.35
TBC/LP: 56.00
TBC: 56.15
TBC: 56.60
TBC: 56.70
TBC: 57.00
TBC: 56.80
TBC: 56.50
TBC: 56.50
TBC: 56.75
TBC: 55.60
TBC: 55.65
TBC: 55.55
TBC: 55.30
TBC: 57.35TBC: 57.15
TBC: 57.15
TBC: 57.15
TBC: 56.70
TBC: 56.25
TBC: 56.30
TBC: 56.40
TBC: 56.70
TBC: 56.70TBC: 56.70
TBC: 55.40
TBC: 55.50
TBC/LP: 55.10 TBC: 55.75
TBC: 55.50
TBC: 55.40
FL VG: 54.90 FL VG: 54.50
FL VG: 54.50
FF: 57.90
FF: 55.85
FF: 55.35 FF: 55.25 FF: 55.25
TBC: 56.50TBC: 56.50
TBC: 56.90TBC: 56.90
TBC: 56.60TBC: 56.60
TBC: 56.90
TBC: 56.90
TBC: 56.45
TBC: 56.90
TBC: 56.45
TBC: 55.40TBC: 55.40
TBC: 55.50
TBC: 55.50TBC: 55.40 TBC: 55.40
TBC: 55.10TBC: 55.10
TBC: 55.35TBC: 55.45
TBC: 55.45
TBC: 55.35
TBC: 55.10
FL VG: 54.50FL VG: 54.90FL VG: 54.50
TBC: 56.91
TBC: 56.30
TBC: 56.40
TBC: 56.85
TBC: 56.70
TBC/LP: 55.60
TBC: 55.70
TBC/LP: 55.60TBC: 55.85
TBC: 55.90
TBC: 56.00
TBC: 55.85
TBC: 56.15
TBC: 56.30
TBC: 55.70
TBC/LP: 55.40 TBC: 55.60
TBC/LP: 55.40
TBC: 57.40
TBC: 57.10TBC: 57.10
TBC: 57.40 TBC: 57.40
TBC: 57.00TBC: 57.00
TBC: 57.40
TBC/LP: 55.50
TBC/LP: 55.50
TBC: 56.30
TBC: 56.30
TBC: 57.40
TBC: 57.60
TBC: 56.00
TBC: 57.15TBC: 57.15
TBC: 56.75
TBC: 56.70TBC: 56.70
TBC: 56.75
TBC: 55.61
TBC: 56.32
TBC: 56.16
TBC: 56.17
TBC/LP: 55.30
TBC/LP: 55.30
TBC: 56.70
TBC: 56.70
TBC: 57.20
TBC/LP: 56.70
TBC: 57.75
TBC: 57.75
TBC: 58.15 TBC: 58.25
TBC: 56.34
TBC: 56.47
TBC/MX: 55.88±
TBC/MX: 55.74
EXISTING CURB & GUTTER TO BE
REMOVED AS NEEDED FOR REALIGNMENT
TBC: 57.20
TBC: 57.25
FL VG: 54.80
FL VG: 54.50
FL VG: 54.50
FL VG: 54.70
FL VG: 54.70
TBC: 55.30
TBC: 55.50
TBC: 55.70
TBC: 55.50
TBC: 55.40
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LEGEND
DRAINAGE FLOW ARROW
GRADE BREAKGBGB
PROPOSED LIP DOWN 18" CURB & GUTTER
PROPOSED LIP UP 18" CURB & GUTTER
W E
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SCALE: 1" = 50'
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CB #19
CB #23
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TBC HP TOP BACK OF CURB HIGH POINT
TBC LP TOP BACK OF CURB LOW POINT
FL VG FLOW LINE OF VALLEY GUTTER
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C
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S
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R
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E
S
E
R.
J
O
R
D
A
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F
U
H
R
I
M
A
N
25
1
6
3
1
2
2
3
3
4
5
8
6
7
9
2 54,262 SF
3 59,456 SF
4 24,687 SF
5 11,235 SF
6 26,602 SF
9 14,503 SF
7 30,105 SF
8 41,970 SF
PROPOSED 2.5' STANDARD CURB & GUTTER
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FLFL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
(12''SD(12''SD
15
'
P
U
E
15
'
P
U
E
0
+
0
0
1+0
0
2+00 3+00 3+80
79
'
R
O
W
P
E
R
R
E
X
B
U
R
G
ST
A
N
D
A
R
D
D
R
A
W
I
N
G
TBC/MX: 55.86±
TBC/MX: 55.88±
SDMH #8
CB #16
CB #17
EX. CB #1
EX. CB #2
TBC: 56.47
TBC: 56.34 TBC: 56.80
TBC/HP: 57.00
TBC: 57.20
TBC/LP: 56.70
10
12
TBC: 57.20
TBC/LP: 56.70
CORNELISON AVENUE
PI
O
N
E
E
R
R
O
A
D
7
7
5
5
5
52' OF 12" PVC @ 0.22%
1211
STA: 3+47 (CORNELISON AVE)
STA: 12+76.25 (PIONEER ROAD)
R19
8
.
5
'
R51
0
'
PC STA: 0+39.8177
79' ROW PER REXBURG
STANDARD DRAWING
CONNECT TO EXISTING CURB & GUTTER
AT APPROACH (BLEND AS NECESSARY
TO AVOID DAMAGE TO APPROACH)
CONNECT NEW CURB
& GUTTER TO EXISTING
RELOCATE EXISTING ELECTRICAL STRUCTURE AS
NEEDED. COORDINATE WITH POWER PROVIDER
TBC: 55.96
TBC: 55.96
4850
4852
4854
4856
4858
4860
4850
4852
4854
4856
4858
4860
4848
4850
4852
4854
4856
4858
4848
4850
4852
4854
4856
4858
0+00 1+00 2+00 3+00 3+80
PT
S
T
A
:
3
+
2
0
.
1
1
EL
:
4
8
5
7
.
2
0
EXISTING CURB
EXISTING CURB
PC
C
S
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A
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3
9
.
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2
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:
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5
5
.
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6
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A
:
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+
6
7
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4
6
EL
:
4
8
5
5
.
9
6
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S
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A
:
1
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7
7
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EL
:
4
8
5
6
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3
4
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S
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A
:
2
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9
0
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1
1
EL
:
4
8
5
6
.
8
0
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C
S
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A
:
0
+
6
7
.
4
6
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E
L
:
4
8
5
5
.
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8
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ST
A
:
0
+
8
1
.
7
1
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:
4
8
5
5
.
9
6
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S
T
A
:
1
+
7
7
.
0
8
EL
:
4
8
5
6
.
4
7
PC
S
T
A
:
2
+
8
8
.
8
8
EL
:
4
8
5
7
.
0
0
PT
S
T
A
:
3
+
1
8
.
8
8
EL
:
4
8
5
6
.
7
0
PROPOSED
LEFT TBC
EXISTING GROUND
AT ALIGNMENT CL
PROPOSED
RIGHT TBC
EXISTING GROUND
AT ALIGNMENT CL
EX. CB #2
STA=0+10.86
EX. CB #1
STA=0+09.73
0.41%
AL=23.82±
0.41%
AL=94.43±
0.85%
AL=48.80
0.47%
AL=16.10±
0.47%
AL=108.59
-0.63%
AL=47.44
0.41%
0.47%
NW INV OUT=4853.10
CB #16
STA=3+72.63, 58.40' R
GRATE=4856.10
SE INV IN=4852.98
NW INV OUT=4852.88
CB #17
STA=3+20.13, 57.84' R
GRATE=4856.10
52' OF 12" PVC @ 0.22%
5' OF 12" PVC @ 0.22%
12" SE INV IN=4852.87
12" SW INV OUT=4852.88
SDMH #8
STA=3+15.38, 57.78' R
RIM=4856.77
W
E
S
N
020'20'10'
SCALE: 1" = 20'
8
PP
-
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KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
HL
K
F G
E
D
I
B CA
A
V
E
C
O
R
N
E
L
I
S
O
N
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
CORNELISON AVENUE
FUTURE PIONEER ROAD
4846
4848
4850
4852
4854
4856
4858
4860
4846
4848
4850
4852
4854
4856
4858
4860
4850
4852
4854
4856
4850
4852
4854
4856
0+00 1+00 2+00 3+00 4+00 5+00
NW INV OUT=4851.70
CB #20
STA=4+17.49, 26.50' R
GRATE=4854.92
STORM INFILTRATION CHAMBER
PER CITY OF REXBURG STANDARDS
(SEE TABLES ON SHEET 7/C-5)
SE INV IN=4851.58
NW INV OUT=4851.48
CB #21
STA=4+17.50, 26.50' L
GRATE=4854.70
12" SE INV IN=4851.47
12" NE INV OUT=4851.37
SDMH #10
STA=4+17.34, 31.17' L
RIM=4855.40
SUMP=4848.37
90° ELBOW
STA:0+20.84
OFF:10.00' L
5' OF 8" WL
8" GATE VALVE
STA:3+74.31
OFF:8.47' L
5' OF 8" WL142' OF 8" WL203' OF 8" WL
Null Structure
STA:3+79.05
OFF:6.69' L
8" ELBOW
STA:2+24.29
OFF:9.01' L
8" ELBOW
STA:3+69.53
OFF:10.19' L
N INV OUT=4851.90
CB #22
STA=0+09.91, 26.50' R
GRATE=4854.92
S INV IN=4851.78
E INV OUT=4851.68
CB #23
STA=0+09.91, 26.50' L
GRATE=4855.48
12" W INV IN=4851.61
12" E INV OUT=4851.51
SDMH #11
STA=0+40.82, 31.56' L
RIM=4855.90
SUMP=4848.51
31' OF 12"
PVC @ 0.22%
5' OF 12" PVC @ 0.22%
ST
A
:
0
+
1
0
EL
:
4
8
5
5
.
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A
:
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:
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0
0.44%-0.47%
AL=211.70
0.44%-0.42%
AL=235.83 0.43%
AL=324.10
0.48%
AL=290.94
STORM INFILTRATION CHAMBER
PER CITY OF REXBURG STANDARDS
(SEE TABLES ON SHEET 7/C-5)
FL
FL
FL
FL
FL
FL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
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8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
6''FS 6''FS
PIONEER ROAD
0+00 1+00 2+00
3+00
4+00
5+00
SDMH #11
SDMH #10
CB #23
CB #22
CB #21
CB #20
5
3
'
O
F
1
2
"
P
V
C
@
0
.
2
2
%
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53
'
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"
P
V
C
@
0
.
2
2
%
31' OF 12" PVC @ 0.22%
5' OF 12" PVC @ 0.22%
12
12
10
TBC/LP: 55.50
TBC/LP: 55.50
TBC/HP: 56.30
TBC/HP: 56.30
TBC/LP: 55.30
TBC/LP: 55.30
12
10
12
5
29
FF: 57.55 FF: 57.55 FF: 57.55
FF: 57.40
FF: 57.50
15
'
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.
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CONNECT TO EXISTING
8" WATER MAIN
5
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8
11
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1
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1
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SCALE: 1" = 20'
9
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25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
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E
R
R
O
A
D
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K
F G
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C
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N
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CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
PIONEER ROAD
M
A
T
C
H
L
I
N
E
S
T
A
:
5
+
0
0
2. SEE ADDITIONAL PLAN & PROFILE SHEETS FOR INTERIOR SITE INFORMATION.
PROPOSED IRRIGATION
PUMP STATION LOCATION
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP
TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP
TOP
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
48
5049 51
GB
GB
GB
GB
GB
GB
GB
GB
(1
2
'
'
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D
(1
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'
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'
'
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8'
'
W
8'
'
W
6''FS
6''FS
(8
'
'
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COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
5+0
0
6+00
7+00 8+00 9+00 10+00
SDMH #9
CB #18
CB #19
53' OF 12" PVC @ 0.22%
4' OF 12" PVC @ 0.23%5' OF 12" PVC @ 0.22%
5
5
79
'
R
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P
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D
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11
11
TBC/HP: 56.70
TBC/HP: 56.70
TBC/LP: 56.08
TBC/LP: 56.08 12
12
1015
'
P
U
E
R5
1
0
'
TBC: 56.70
TBC: 56.70
FF: 57.50 FF: 57.85 FF: 57.85 FF: 57.45
4850
4852
4854
4856
4850
4852
4854
4856
5+00 6+00 7+00 8+00 9+00 10+00
4846
4848
4850
4852
4854
4856
4858
4860
4846
4848
4850
4852
4854
4856
4858
4860
0.48%
AL=290.94
-0.42%0.40%
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NW INV OUT=4852.48
CB #18
STA=8+70.23, 26.50' R
GRATE=4855.48
12" SE INV IN=4852.25
12" SW INV OUT=4852.15
SDMH #9
STA=8+70.23, 31.00' L
RIM=4856.18
SUMP=4849.17
SE INV IN=4852.36
NW INV OUT=4852.26
CB #19
STA=8+70.23, 26.50' L
GRATE=4855.48
5' OF 12" PVC @ 0.22%
STORM INFILTRATION CHAMBER
PER CITY OF REXBURG STANDARDS
(SEE TABLES ON SHEET 7/C-5)
STORM INFILTRATION CHAMBER
PER CITY OF REXBURG STANDARDS
(SEE TABLES ON SHEET 7/C-5)
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25
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6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
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CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
W
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020'20'10'
SCALE: 1" = 20'
10
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'
P
U
E
2. SEE ADDITIONAL PLAN & PROFILE SHEETS FOR INTERIOR SITE INFORMATION.
FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
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TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOPTOP
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOETOETOETOETOETOETOETOE
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
COMPACT
A
8
'
'
W
8
'
'
W
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
(1
2
'
'
S
D
(1
2
'
'
S
D
8''W
8''W
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
COMPACT
A
CO
R
N
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L
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S
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N
A
V
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N
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PIONEER ROAD
10+00 11+00 12+00 13+00 13+40
SDMH #8
CB #16
CB #17
52' OF 12" PVC @ 0.22%
5' OF 12" PVC @ 0.22%
5' OF 12" PVC @ 0.22%
TBC: 56.70 TBC: 56.82
TBC CC: 56.84 TBC CC: 56.98
TBC: 57.00
TBC/HP: 57.10
TBC/HP: 57.10TBC: 56.70
DEVELOPMENT SIGN
COMMERCIAL APPROACH PER
CITY OF REXBURG STANDARD
15
'
P
U
E
8
6'
6'
6'8
7
11
TBC/LP: 56.70
TBC/LP: 56.70
12
12
10
7
TBC/HP: 57.00 TBC: 56.80
TBC: 57.20
79' ROW
79
'
R
O
W
P
E
R
C
I
T
Y
O
F
RE
X
B
U
R
G
S
T
A
N
D
A
R
D
1
STA: 12+76.25 (PIONEER ROAD)
STA: 3+47 (CORNELISON AVE)
4846
4848
4850
4852
4854
4856
4858
4860
4846
4848
4850
4852
4854
4856
4858
4860
4850
4852
4854
4856
4850
4852
4854
4856
10+00 11+00 12+00 13+00 13+40
ST
A
:
1
2
+
1
8
.
1
3
EL
:
4
8
5
6
.
7
0
NW INV OUT=4853.10
CB #16
STA=12+18.13, 26.25' R
GRATE=4856.10
SE INV IN=4852.98
NW INV OUT=4852.88
CB #17
STA=12+18.13, 26.25' L
GRATE=4856.10
STORM INFILTRATION CHAMBER
PER CITY OF REXBURG STANDARDS
(SEE TABLES ON SHEET 7/C-5)
ST
A
:
1
0
+
5
3
.
1
5
EL
:
4
8
5
6
.
8
2
ST
A
:
1
1
+
0
0
.
1
3
EL
:
4
8
5
7
.
0
0
PC
S
T
A
:
1
2
+
1
8
.
1
3
EL
:
4
8
5
6
.
7
0
PT
S
T
A
:
1
2
+
4
8
.
1
2
EL
:
4
8
5
7
.
0
0
PC
S
T
A
:
1
3
+
0
3
.
1
3
EL
:
4
8
5
6
.
8
0
PT
S
T
A
:
1
3
+
3
3
.
1
3
EL
:
4
8
5
7
.
2
0
ST
A
:
1
0
+
2
4
.
1
5
EL
:
4
8
5
6
.
7
0
ST
A
:
1
1
+
2
3
.
9
9
EL
:
4
8
5
7
.
1
0
ST
A
:
1
3
+
3
3
.
1
3
EL
:
4
8
5
7
.
2
0
ST
A
:
1
0
+
2
4
.
1
5
EL
:
4
8
5
6
.
7
0
0.40%0.40%0.40%-0.42%0.63%
AL=47.44
0.40%
ST
A
:
1
1
+
2
3
.
9
9
EL
:
4
8
5
7
.
1
0
0.40%0.40%-0.42%0.43%
0.85%
AL=46.80
W
E
S
N
020'20'10'
SCALE: 1" = 20'
11
PP
-
4
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A
N
C.
F
U
H
R
I
M
A
N
25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
HL
K
F G
E
D
I
B CA
A
V
E
C
O
R
N
E
L
I
S
O
N
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
PIONEER ROAD
2. SEE ADDITIONAL PLAN & PROFILE SHEETS FOR INTERIOR SITE INFORMATION.
MA
T
C
H
L
I
N
E
ST
A
:
1
0
+
0
0
FUTURE PIONEER ROAD
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
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S
(1
0
'
'
S
S
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0
'
'
S
S
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0
'
'
S
S
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'
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8'
'
W
8'
'
W
8'
'
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8'
'
W
8'
'
W
8'
'
W
CO
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N
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3
57 468
121011 139
(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS(8''SS
GB
GB
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GB
GB
GB
GB
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'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
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8'
'
W
8'
'
W
8'
'
W
8'
'
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8'
'
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8'
'
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8'
'
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8'
'
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8'
'
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8'
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6''FS6''FS
(1
2
'
'
S
D
(1
2
'
'
S
D
0+00 1+00 2+00 3+00 4+00
10
1
11 2
3
2
3
2
3
2
3
1
2
3
2
2
SSMH #2
SSMH #1
SDMH #1 W/ SLOTTED GRATE
CB #1
1
FF: 57.15 FF: 57.60 FF: 57.60 FF: 57.60 FF: 57.60
FF: 57.80
FF: 57.60FF: 57.60FF: 57.60FF: 57.60FF: 57.15
6
9
20'
EX. EASEMENT
TRASH ENCLOSURE
TBC: 55.80
TBC/MX: 56.40
TBC/MX: 56.75
TBC: 56.89
TBC: 57.00
TBC: 57.00TBC: 57.00
TBC: 57.00
TBC: 57.00
TBC: 55.70
FL VG: 54.70
TBC: 55.50
TBC: 55.50
FL VG: 54.50
FL VG: 54.70
TBC: 55.70
TBC: 55.30
8
6'
6'6'
5'
8
TBC: 55.95
65' OF 12" PVC @ 0.22%
2
3
2
3
2
3
2
3
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 4+00
10" S INV IN=4841.03
8" E INV IN=4841.13
10" N INV OUT=4841.03
SSMH #1
STA=0+20.24, 0.00'
RIM=4854.64
360' OF 8" PVC @ 0.40%
8" W INV OUT=4842.57
SSMH #2
STA=3+80, 0.00'
RIM=4857.09
WATER CROSSING
WATER CROSSING
WATER CROSSING
N INV OUT=4851.40
CB #1
STA=0+31.02, 57.15' R
GRATE=4854.40
65' OF 12" PVC @ 0.22%12" S INV IN=4851.26
12" E INV OUT=4851.16
SDMH #1 W/ SLOTTED GRATE
STA=0+30.55, 7.67' L
RIM=4854.40
6' OF 12" PVC @ 0.22%
STORM INFILTRATION CHAMBER
(SEE TABLES ON SHEET 7/C-5)
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
EXISTING 8"
WATER MAIN
CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. 10" SS LINE
(EXISTING)
(EXISTING)
W E
S
N
020'20'10'
SCALE: 1" = 20'
12
PP
-
5
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ALIGNMENT "D"
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F
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25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
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HL
K
F G
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D
I
B CA
A
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E
C
O
R
N
E
L
I
S
O
N
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
SEE ALIGNMENT "A" FOR
WATER LINE INFORMATION
SEE ALIGNMENT "B" FOR
WATER LINE INFORMATION
SEE ALIGNMENT "C" FOR
WATER LINE INFORMATION
X X X
X
X
X
X
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X
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W
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8'
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121011 139
1415
52
6.79 AC.
CO
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A
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8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB GB GB GB GB GB GB GB GB GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
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12''SD)12''SD)12''SD)
12
'
'
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12
'
'
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)
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
6''FS6''FS6''FS
6'
'
F
S
6'
'
F
S
6'
'
F
S
6'
'
F
S
(1
2
'
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CO
M
P
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C
T
A
CO
M
P
A
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T
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CO
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A
CO
M
P
A
C
T
A
0+00 1+00 2+00 3+00 4+00
4 3
31
56 5 5
1
7
2
2 2
2
2
10
11
9
SDMH #2
CB #4
CB #2 CB #3
CB #1
SDMH #3 W/ SLOTTED GRATE
3 4
99
9
10
FF: 57.60FF: 57.15 FF: 57.60 FF: 57.60 FF: 57.60
FF: 56.70 FF: 56.80
3
1
TBC: 55.80
TBC: 55.40TBC: 55.80
TBC: 55.70
TBC: 57.00
FL VG: 54.50
FL VG: 54.80 2 2 2
65
CONNECT TO EX.
8" WATER MAIN
TBC: 57.00
TBC: 56.70TBC: 56.59
TBC/LP: 55.20
TBC/LP: 55.20TBC/HP: 55.40
8
6'TBC/LP: 55.20
8
5'
6'6'
6'
6'
15'
P
U
E
TBC: 55.50
TBC: 55.65
TBC: 55.70
TBC: 55.80
TBC: 55.70
TBC: 55.50
TBC: 57.00
TBC: 57.05
TBC: 56.90
TBC: 56.90
TBC: 56.90 TBC: 56.60
TBC: 56.50
TBC: 56.60
TBC: 55.45 TBC: 55.60
TBC: 55.75TBC: 55.65
TBC: 55.55TBC: 55.20
TBC: 55.35
FL VG: 54.70
FL VG: 54.50
6
94' OF 12" PVC @ 0.22%
TBC: 57.00
TBC: 57.37
TBC: 56.90
TBC: 57.17
TBC: 56.50
TBC: 56.60
TBC: 55.25
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 4+00
INSTALL FH
STA: 3+97.03
OFF: -11.15'
APPROXIMATE FINISHED
GRADE AT ALIGNMENT
EXISTING GROUND
AT ALIGNMENT
INSTALL FH
STA: 0+90.45
OFF: -12.60'
5' OF 8" WL
8" GATE VALVE
STA:0+11.98
OFF:0.00'
78' OF 8" WL 40' OF 8" WL
125' OF 8" WL
8"x8" TEE
STA:1+30.19
OFF:0.00' L
126' OF 8" WL
8"x8" TEE
STA:2+54.98
OFF:0.00' L
14' OF 8" WL
8"x8" TEE
STA:3+81.30
OFF:0.01' L8"x6" TEE
STA:0+90.45
OFF:0.00'
E INV OUT=4851.60
CB #2
STA=0+44.59, 36.93' R
GRATE=4854.60
97' OF 12" PVC @ 0.22%
W INV IN=4851.39
SE INV OUT=4851.29
CB #3
STA=1+41.45, 36.26' R
GRATE=4854.60
NW INV IN=4851.27
S INV IN=4852.19
E INV OUT=4851.17
CB #4
STA=1+51.15, 40.54' R
GRATE=4854.61
11' OF 12" PVC @ 0.22%
12" W INV IN=4851.04
12" E INV OUT=4850.94
SDMH #2
STA=2+10.26, 40.94' R
RIM=4856.10
5' OF 12" PVC @ 0.22%
59' OF 12" PVC @ 0.22%
STORM INFILTRATION CHAMBER
(SEE TABLES ON SHEET 7/C-5)
SANITARY SEWER CROSSING
5'
M
I
N
.
B
U
R
Y
NW INV OUT=4850.95
SDMH #3 W/ SLOTTED GRATE
STA=2+91.42, 62.61' R
GRATE=4854.40
11' OF 12" PVC @ 0.22%
8"x8" TEE
STA:0+06.98
OFF:0.00' L
(CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. MAIN)
W E
S
N
020'20'10'
SCALE: 1" = 20'
13
PP
-
6
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N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
HL
K
F G
E
D
I
B CA
A
V
E
C
O
R
N
E
L
I
S
O
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CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
7
8
10
9
8'
'
W
8'
'
W
8'
'
W
8'
'
W
(8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
(8
'
'
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S
8''W 8''W 8''W 8''W 8''W 8''W 8''W
6''FS6''FS6''FS
3 444
4 3 4 3
1
3
2
1
3
1
SETBACK LINE
FF: 57.60 FF: 57.60
FF: 57.15 FF: 57.15
8
5
TBC: 57.00 TBC: 56.70
TBC: 56.60
0+00 1+00 1+60
6'
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 1+60
INSTALL FH
STA: 0+06
OFF: 0.00'
5' OF 8" WL
51' OF 8" WL
5' OF 8" WL
20' OF 8" WL
49' OF
8
"
W
L
5' OF 8" WL
8" GATE VALVE
STA:1+36.93
OFF:0.00'
SANITARY SEWER CROSSING
8"x6" TEE
STA:0+26.40
OFF:0.00'
8"x6" TEE
STA:0+31.60
OFF:0.00'
8"x6" TEE
STA:0+82.42
OFF:0.00'
8"x6" TEE
STA:0+87.63
OFF:0.00'
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
ST
A
:
1
+
1
3
.
9
3
TB
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7
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:
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1
5
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3
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:
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8
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6
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8"x8" TEE
STA:1+41.93
OFF:0.00'
5'
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.
B
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Y
5
6
12
11
8'
'
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'
W
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8'
'
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GBGBGBGBGBGBGBGBGB
8''W 8''W 8''W 8''W 8''W 8''W 8''W
44
4 3
1
3
4 3
443
2
5
3
7
1
SETBACK LINE
FF: 57.60 FF: 57.60
FF: 57.60FF: 57.60
8
6'
TBC: 57.00
0+00 1+00 1+60CO
R
N
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L
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N
A
V
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N
U
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3
4
13
8'
'
W
8'
'
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8'
'
W
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'
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8''W 8''W 8''W 8''W 8''W 8''W 8''W
6'
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F
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'
F
S
1
3
3
2
44
1
3
1
2
4 3 4 3
5
6
3
SSMH #2
1
SETBACK LINE
FF: 57.80
FF: 57.60
FF: 57.60
0+00 1+00 1+60
8
6'
6'
TBC: 57.00
TBC: 57.37
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 1+60
INSTALL FH
STA: 0+06.13
OFF: 0.00'
20' OF 8" WL
5' OF 8" WL
50' OF 8" WL
54' O
F
8
"
W
L
1' OF 8" WL
8" GATE VALVE
STA:1+37.05
OFF:0.00'
5' OF 8" WL
SANITARY SEWER CROSSING
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
8"x6" TEE
STA:0+26.53
OFF:0.00'
8"x6" TEE
STA:0+31.63
OFF:0.00'
8"x6" TEE
STA:0+82.11
OFF:0.00'
8"x6" TEE
STA:0+83.21
OFF:0.00'8"x8" TEE
STA:1+42.05
OFF:0.00' R
5'
M
I
N
.
B
U
R
Y
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 1+60
INSTALL FH
STA: 0+06.17
OFF: 0.00'
8" W INV OUT=4842.57
SSMH #2
STA=0+57.29, 8.09' R
RIM=4857.09
12' OF 8" WL
9' OF 8" WL
56' OF 8"
W
L
54' OF 8" WL
8" GATE VALVE
STA:1+37.13
OFF:0.03' R
5' OF 8" WL
8"x8" TEE
STA:1+42.09
OFF:0.02' R
8"x6" TEE
STA:0+82.87
OFF:0.00' R
8"x6" TEE
STA:0+26.51
OFF:0.00'
8"x6" TEE
STA:0+17.69
OFF:0.00'
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
5'
M
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.
B
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2
8
P
M
ALIGNMENT "A"
AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
SU
R
V
E
Y
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
AP
P
R
O
V
E
D
B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
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r
a
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p
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ID
A
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S
(
2
0
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)
5
4
2
-
2
6
6
5
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X
B
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G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
E
P
A
R
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D
F
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:
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A
D
W
A
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S
C
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S
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E
S
E
R.
J
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D
A
N
C.
F
U
H
R
I
M
A
N
25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
HL
K
F G
E
D
I
B CA
A
V
E
C
O
R
N
E
L
I
S
O
N
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
W
E
SN
020'20'10'
SCALE: 1" = 20'
ALIGNMENT "B"
W
E
SN
020'20'10'
SCALE: 1" = 20'
W
E
SN
020'20'10'
SCALE: 1" = 20'
ALIGNMENT "C"
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
S
S
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
22
161718192021
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
GBGBGBGBGBGBGB
(8''SS
6''FS6''FS6''FS
6''W
6''W6''W6''W
0+00 1+00 2+00 3+00 3+80
2
4 3
3
4 3434343
FF: 57.15FF: 57.05FF: 57.05FF: 57.05FF: 57.05FF: 57.05
FF: 57.05
22222
33
4
33
7
28
CONNECT TO EXISTING 8" WATER MAIN
5
6
1
1
6 6 6 6 6
8
TBC: 56.90 TBC: 56.90 TBC: 56.90
TBC: 57.00
TBC: 56.60
TBC: 56.60
TBC: 57.00
6'
6'
4'
2
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 3+80
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
5' OF 8" WL
8" GATE VALVE
STA:3+61.35
OFF:0.00'
349' OF 8" WL
8"x8" TEE
STA:3+66.34
OFF:0.00'
(CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. MAIN)
SANITARY SEWER
90° ELBOW
STA:0+12
OFF:0.00'
5'
M
I
N
.
B
U
R
Y
W E
S
N
020'20'10'
SCALE: 1" = 20'
15
PP
-
8
PL
A
N
&
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ALIGNMENT "F"
AG
L
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C
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N
G
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N
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(
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)
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4
2
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6
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5
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(
2
0
8
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3
5
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6
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F
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A
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D
A
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C.
F
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R
I
M
A
N
25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
HL
K
F G
E
D
I
B CA
A
V
E
C
O
R
N
E
L
I
S
O
N
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
X X
X
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
S
S
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'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
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8''W
GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB
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'
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12
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S
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)
12
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12
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'
S
D
)
12
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D
)
1
2
'
'
S
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)
1
2
'
'
S
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6''FS6''FS6''FS
8''W 8''W 8''W 8''W 8''W
0+00 1+00
9
1
2
3
2
3
SSMH #3
CB #6
CB #5
CB #4
FF: 56.70 FF: 56.80
2
TANDEM PARKING
9
30-IN DIA. CATCH BASIN
11'
O
F
1
2
"
P
V
C
@
0
.
2
2
%
94
'
O
F
1
2
"
P
V
C
@
0
.
2
2
%
86' OF 12" PVC @ 1.64%
TBC: 57.00
TBC: 56.60 TBC/LP: 56.40 TBC: 56.60
TBC: 57.00
TBC: 56.70
TBC: 56.60
TBC: 56.10
TBC/LP: 56.00
TBC: 56.35
TBC: 56.50
TBC: 56.20
4
4
3
3 2
2
TBC: 57.10
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00
(EXISTING)
CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. 10" SS LINE
10" S INV IN=4841.41
8" E INV IN=4841.51
10" N INV OUT=4841.41
SSMH #3
STA=0+12.01, 0.00'
RIM=4856.50
146' OF 8" PVC @ 0.40%
(EXISTING)
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
S INV OUT=4852.80
CB #6
STA=0+46.76, 11.87' R
GRATE=4855.80
5142
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GB
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GB
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12''SD
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P
A
C
T
A
CO
M
P
A
C
T
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2+00 3+00 3+20
SSMH #5SSMH #4
SDMH #9
CB #19
CB #5 FF: 57.45 FF: 57.45
2
3
2
3
11
3
TBC: 56.10
TBC/LP: 56.00
2
3
TBC: 57.35
TBC: 57.10
TBC: 56.80
TBC: 56.80
TBC: 56.90
TBC: 57.00
TBC: 57.30 TBC: 57.30
TBC: 57.00
TBC: 56.85
TBC: 57.15
TBC: 56.80
TBC: 56.50
TBC: 56.75
TBC: 56.50
TBC: 55.60
TBC: 55.65
TBC: 55.55
TBC: 55.30
TBC: 57.00
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
2+00 3+00 3+20
8" SE INV IN=4842.20
8" W INV OUT=4842.10
SSMH #4
STA=1+58.31, 0.00' L
RIM=4855.90
150' OF 8" PVC @ 0.40%
8" NW INV OUT=4842.80
SSMH #5
STA=3+08.32, 0.00'
RIM=4857.00
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
W
E
S
N
020'20'10'
SCALE: 1" = 20'
16
PP
-
9
PL
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ALIGNMENT "G" STA: 0+00 TO 1+50
AG
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F
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N
25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
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K
F G
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S
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CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
W E
S
N
020'20'10'
SCALE: 1" = 20'
ALIGNMENT "G" STA:1+50 TO 3+20
MA
T
C
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L
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A
:
1
+
5
0
MA
T
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A
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5
0
15' PUE
10' SETBACK
(1
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161718192021
23
8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)
(8
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(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD(12''SD12''SD)12''SD)12''SD)12''SD)12''SD)12''SD)12''SD)
(8''SS(8''SS(8''SS
(8''
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(8''
S
S
(8''
S
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8''W 8''W 8''W
6''W
6''W6''W
0+00 1+00 2+00 3+00
3
2
3
FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.05 FF: 57.15FF: 57.05
2
3
2
3
2
3
7
6
2
1
1
SSMH #3
SSMH #8
SSMH #6
2
CB #6
SDMH #4
CB #8CB #9
1
1
8 9
10
9 9
TBC: 56.90
TBC: 56.60
TBC: 56.60
TBC: 56.90
TBC: 56.90TBC: 56.90 TBC: 57.00
TBC: 56.60
TBC: 55.40TBC: 55.40
TBC: 55.50TBC: 55.35
TBC: 55.45
TBC: 55.10
FL VG: 54.50
TBC: 55.10
FL VG: 54.50
TBC: 55.10
FL VG: 54.50
FL VG: 54.90
TBC: 56.50
TBC: 56.50
FL VG: 54.90
4
TBC/LP: 56.40
5
2 CONNECT TO EX.
8" WATER MAIN
1
11
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00
10" S INV IN=4841.56
8" SE INV IN=4841.66
8" W INV IN=4841.66
10" N INV OUT=4841.56
SSMH #6
STA=2+98.92, 5.50' R
RIM=4855.35
266' OF 8" PVC @ 0.40%
8" S INV IN=4842.82
8" E INV OUT=4842.72
SSMH #8
STA=0+32.68, 5.50' R
RIM=4855.51
97' OF 8" WL
8" GATE VALVE
STA:2+96.31
OFF:5.50' L
5' OF 8" WL
8"x8" TEE
STA:2+91.31
OFF:5.50' L
(CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. MAIN)
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
(EXISTING)
(EXISTING)
INSTALL FH
STA: 0+20.20
OFF: -16.99'
CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. 10" SS LINE
E INV OUT=4851.40
CB #10
STA=0+64.43, 32.00' R
GRATE=4854.40
134' OF 12" PVC @ 0.22%
W INV IN=4851.10
E INV OUT=4851.00
CB #9
STA=1+98.93, 32.00' R
GRATE=4854.40
12" E INV IN=4850.88
12" W INV IN=4850.99
12" S INV OUT=4850.78
SDMH #4
STA=2+03.59, 32.00' R
RIM=4855.09
5' OF 12" PVC @ 0.22%5' OF 12" PVC @ 0.22%
E INV IN=4850.99
W INV OUT=4850.89
CB #8
STA=2+08.26, 32.00' R
GRATE=4854.40
143' OF 12" PVC @ 0.22%
S INV OUT=4852.80
CB #6
STA=3+33.68, 51.76' L
GRATE=4855.80
18
"
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P
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@
C
R
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STORM INFILTRATION CHAMBER
(SEE TABLES ON SHEET 7/C-5)
226' OF 8" PVC @ 0.40%
50
5142
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GB
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GB GB GB GB GB GB GB GB GB GB GB
1
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1
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(12''
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(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
8''W8''W8''W8''W8''W8''W8''W
8''W
8''W
8''W
4+00 5+00 5+50
SSMH #7
CB #5
CB #7
8
7
1
2
3
2
3
2
3
2
3
3
1
1 3
4
6
4 3
3
4
6
4 3
18
FF: 57.45 FF: 57.45
FF: 57.85FF: 57.85
TBC: 56.35
TBC/LP: 56.00
TBC: 56.15
TBC: 56.60
TBC: 56.70
TBC: 57.00
TBC: 57.35
TBC: 57.15
TBC: 57.15
TBC: 55.75
TBC: 55.50
TBC: 55.50
TBC: 55.10
FL VG: 54.50
9
9
6
FF: 57.85 FF: 57.85
4
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4+00 5+00 5+50
INSTALL FH
STA: 5+38.40
OFF: -29.12'
226' OF 8" PVC @ 0.40%
8" NW INV OUT=4842.56
SSMH #7
STA=5+34.35, 32.78' R
RIM=4857.84
4' OF 8" WL
71' OF 8" W
L
5' OF 8" WL
8"x6" TEE
STA:4+59.12
OFF:29.12' L 51' OF 8" WL
8"x6" TEE
STA:4+64.18
OFF:29.12' L
5' OF 8" WL
8"x6" TEE
STA:5+14.87
OFF:29.12' L
18' OF 8" WL
8"x6" TEE
STA:5+19.93
OFF:29.12' L
Null Structure
STA:5+38.40
OFF:29.12' L
8" ELBOW
STA:3+88.31
OFF:29.12' L
8"x6" TEE
STA:3+84.52
OFF:26.95' L
INSTALL FH
STA: 3+77.96
OFF: -38.39'
5'
M
I
N
.
B
U
R
Y
N INV IN=4851.40
W INV OUT=4851.30
CB #7
STA=3+66.85, 26.45' R
GRATE=4854.40
86' OF 12" PVC @ 1.64%
97' OF 8" WL
W
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S
N
020'20'10'
SCALE: 1" = 20'
17
PP
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ALIGNMENT "H" STA: 0+00 TO 3+48.64
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25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
HL
K
F G
E
D
I
B CA
A
V
E
C
O
R
N
E
L
I
S
O
N
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
MA
T
C
H
L
I
N
E
ST
A
:
3
+
4
8
.
6
4
MA
T
C
H
L
I
N
E
ST
A
:
3
+
4
8
.
6
4
ALIGNMENT "H" STA: 3+48.64 TO 5+50
W E
S
N
020'20'10'
SCALE: 1" = 20'
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
S
S
(1
0
'
'
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S
8'
'
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8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
4855.63
SSMH N13.80 S13.7541
GB
GB
GB
GB
G
B
GB
8''W8''W8''W
(8''SS
(
8
'
'
S
S
(8''SS
6''FS 6''FS
(1
2
'
'
S
D
6''FS
EXISTING 30' PUE
6'
6'
6'
SDMH #5
CB #11
29' OF 12"
PVC @ 0.22%
5' OF 12"
PVC @ 0.22%
10
9
0+00
1
+
0
0
2
3
8
7
4'
6'
2
11
CONNECT NEW 8" SS
LINE TO EXISTING SSMH
7
4
3
FF: 55.25
TBC: 55.70
TBC: 56.00
TBC: 56.05
TBC: 56.60
TBC: 56.70
TBC/LP: 55.50
2
3
TBC: 56.75
TBC: 56.75
TBC: 56.70TBC: 56.70
TBC: 56.70TBC: 56.70
TBC: 56.40
TBC: 56.30
TBC: 56.20
TW: 55.70
TW: 56.55TW: 56.55
TW: 56.80
6
5
EX. SSMH 2
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00
SW INV OUT=4851.90
CB #11
STA=0+24.48, 2.27' L
GRATE=4854.91
29' OF 12" PVC @ 0.22%
NE INV IN=4851.84
SW INV OUT=4851.74
SDMH #5
STA=0+09.81, 22.62' R
GRATE=4855.41
5' OF 12"
PVC @ 0.22%
84' OF 8" W
L
8" GATE VALVE
STA:0+39.83
OFF:5.07' L
5' OF 8" WL
8"x8" TEE
STA:0+34.83
OFF:5.08' L
(CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. MAIN)
10" S INV IN=4841.88
8" SE INV IN=4841.93
10" N INV OUT=4841.83
EX. SSMH 2
STA=0+42.94, 4.95' R
RIM=4855.63
STORM INFILTRATION CHAMBER
(SEE TABLES ON SHEET 7/C-5)
(NEW)
5'
M
I
N
.
B
U
R
Y
(
1
0
'
'
S
S
8
'
'
W
47
46
45 48
44
GB GB GB GB
8''W
8''W
8''W
8''W
8''W
8''W
8''W
6
'
'
F
S
6
'
'
F
S
(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
2+351+00 2+00
4'6'
TBC: 57.15TBC: 57.15
8
3 4
3 4
6 3 6 3
SSMH #10
1
TBC: 57.15
5'
8
8
8
1
2
3
2
3
FF: 57.90
FF: 57.50
FF: 57.90 FF: 57.50
15' PUE
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
1+00 2+00 2+35
INSTALL FH
STA: 2+17.45
OFF: -37.64'
21' OF 8" WL
5' OF 8" WL
51' OF 8" WL
4' OF 8" WL
26' OF 8" W
L
8" ELBOW
STA:1+12.01
OFF:25.98' L
8"x6" TEE
STA:1+37.42
OFF:28.79' L
8"x6" TEE
STA:1+41.33
OFF:29.22' L
8"x6" TEE
STA:1+92.47
OFF:34.88' L
8"x6" TEE
STA:1+97.01
OFF:35.38' L
169' OF 8" PVC @ 0.40%
8" NW INV OUT=4842.61
SSMH #10
STA=2+27.67, 43.41' R
RIM=4856.70
W
E
S
N
020'20'10'
SCALE: 1" = 20'
18
PP
-
1
1
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1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
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K
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D
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CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
ROAD/ALIGNMENT NAME
W E
S
N
020'20'10'
SCALE: 1" = 20'
MA
T
C
H
L
I
N
E
ST
A
:
9
1
+
2
0
MA
T
C
H
L
I
N
E
ST
A
:
9
1
+
2
0
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 3+80
106' OF 8" PVC @ 0.40%
8" W INV IN=4842.73
8" N INV IN=4843.11
8" E INV OUT=4842.63
SSMH #12
STA=2+63.93, 16.03' R
RIM=4856.60
70' OF 8" PVC @ 0.40%
8" W INV IN=4843.11
8" S INV IN=4842.73
8" E INV OUT=4843.01
SSMH #13
STA=1+94.13, 16.16' R
RIM=4856.10
90' OF 8" PVC @ 0.40%
8" SW INV IN=4843.57
8" E INV OUT=4843.47
SSMH #14
STA=1+04.60, 16.33' R
RIM=4856.20
47' OF 8" PVC @ 0.40%
8" S INV IN=4843.86
8" NE INV OUT=4843.76
SSMH #15
STA=0+69.60, 47.47' R
RIM=4857.20
10" S INV IN=4842.11
8" W INV IN=4842.21
10" N INV OUT=4842.11
SSMH #11
STA=3+70.02, 15.84' R
RIM=4857.20
5' OF 8" WL
8" GATE VALVE
STA:3+56.36
OFF:0.00' R
103' OF 8"
W
L
5' OF 8" WL
8" GATE VALVE
STA:0+13.68
OFF:0.01' L
121' OF 8" WL
2' OF 8" WL
76' OF 8" WL 40' OF 8" WL
8"x8" TEE
STA:3+61.38
OFF:0.00'
(CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. MAIN)
8"x8" TEE
STA:2+13.25
OFF:0.00' R
8"x8" TEE
STA:2+52.99
OFF:0.00' R
8"x8" TEE
STA:1+34.97
OFF:0.00' R
8"x6" TEE
STA:1+37.11
OFF:0.00'
8"x8" TEE
STA:0+08.67
OFF:0.00' R
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
SE INV IN=4851.46
N INV OUT=4851.36
CB #14
STA=1+43.85, 26.48' L
GRATE=4855.00
12' OF 12" PVC @ 0.22%
E INV IN=4851.59
NW INV OUT=4851.49
CB #13
STA=1+55.13, 21.59' L
GRATE=4854.80
43' OF 12" PVC @ 0.22%
12" NE INV IN=4851.78
12" W INV OUT=4851.68
SDMH #6
STA=1+97.82, 15.13' L
RIM=4855.20
11' OF 12" PVC @ 0.22%
SW INV OUT=4851.80
CB #12
STA=2+03.16, 24.83' L
GRATE=4854.80
5'
M
I
N
.
B
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Y
(EXISTING)
CONTRACTOR TO FIELD VERIFY
LOCATION & INV. OF EX. 10" SS LINE
(EXISTING)
(1
0
'
'
S
S
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'
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27
26
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35
36
34
37
47
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COMPACT
B
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'
W
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'
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W
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COMPACT
B
COMPACT
B
COMPACT
B
COMPACT
B
COMPACT
B
0+00 1+00 2+00 3+00 3+80
FF: 57.55
FF: 57.50
FF: 55.85
FF: 57.90 FF: 57.90
FF: 57.90
FF: 58.00
FF: 57.90
FF: 57.50
FF: 57.90
SSMH #11
SSMH #15
SSMH #12SSMH #14 SSMH #13
SSMH #9
SDMH #6
CB #14 CB #12
CB #13
3
2
3
2
118
6'
6'
7
6'
6'
9
9 10
9
TBC: 57.40
TBC: 57.10TBC: 57.10
TBC: 57.40
TBC: 57.40 TBC: 57.40
TBC: 57.00 TBC: 57.00
TBC: 57.30
TBC: 55.70
TBC/LP:
55.60
TBC: 55.85
TBC: 55.87
TBC: 56.00
TBC: 55.85
TBC: 55.70
TBC/LP: 55.40 TBC: 55.60
TBC/LP: 55.40
TBC: 56.00
1
1
1
1 1 1TBC: 57.60
1
52
2
3
4
3
4
2
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3
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3
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8
5'
2
3
4
3
4
6
6
2
3
2
3
2
52
5
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W E
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N
020'20'10'
SCALE: 1" = 20'
19
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A
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A
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(
2
0
8
)
5
4
2
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2
6
6
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B
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(
2
0
8
)
3
5
9
-
2
6
6
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PR
E
P
A
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A
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F
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I
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A
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25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
HL
K
F G
E
D
I
B CA
A
V
E
C
O
R
N
E
L
I
S
O
N
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
ALIGNMENT "J"
FL
FL
FL
FL
FL
FL
FLFL
FL
FL
FL
FL
FL
FL
FL
FLFL
FL
TO
P
TO
P
TO
P
TO
P
TO
P
T
O
P
TO
P
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P
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P
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TO
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TO
P
TO
P
TO
P
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P
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P
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P
TO
P
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O
E
T
O
E
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O
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TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
EG
EG
SS
SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
22
20
21 23 24 272625
30
2928
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
8'
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S
S
)
8'
'
S
S
)
8''SS)8''SS)8''SS)8''SS)8''SS)
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12''SD
6''
W
6'
'
W
6'
'
W
6'
'
W
G
B
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8 2
3
4
3
4 3
4
3
4
3
4
3
4
3
4
3
4
3
4
6
2
1
8
2
5
5
2
SSMH #15
SSMH #16
SSMH #9SSMH #8
SDMH #11
CB #23
CB #22
10
12
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
FF: 57.05FF: 57.05FF: 57.05 FF: 57.35 FF: 57.35 FF: 57.50 FF: 57.55 FF: 57.90 FF: 57.55
FF: 57.55
FF: 57.90
FF: 57.05
1
1
2
3
2
3
6'
TBC: 57.40TBC: 57.30TBC: 57.20TBC: 56.90TBC: 56.90TBC: 56.90 TBC: 57.20
PI
O
N
E
E
R
R
O
A
D
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 4+00 5+00 5+40
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
5' OF 8" WL
8" GATE VALVE
STA:0+11.49
OFF:0.00'
28' OF 8" WL
30' OF 8" WL
8" GATE VALVE
STA:3+25.84
OFF:0.00'
5' OF 8" WL
29' OF 8" WL
8" GATE VALVE
STA:5+25
OFF:0.00'
5' OF 8" WL
90° ELBOW
STA:0+06.49
OFF:0.00'
8"x8" TEE
STA:0+63.99
OFF:0.00'
8"x6" TEE
STA:0+39.56
OFF:0.00'
8"x6" TEE
STA:0+93.62
OFF:0.00'
8"x6" TEE
STA:1+47.74
OFF:0.00'
8"x6" TEE
STA:2+01.85
OFF:0.00'
8"x6" TEE
STA:2+54.46
OFF:0.00'
8"x6" TEE
STA:3+07.07
OFF:0.00'
8"x6" TEE
STA:3+59.60
OFF:0.00' R 8"x6" TEE
STA:4+12.28
OFF:0.00'8"x6" TEE
STA:4+64.88
OFF:0.00'
24' OF 8" WL
54' OF 8" WL 54' OF 8" WL 53' OF 8" WL 53' OF 8" WL 19' OF 8" WL
53' OF 8" WL
53' OF 8" WL
60' OF 8" WL
W E
S
N
020'20'10'
SCALE: 1" = 20'
20
PP
-
1
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25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
E
E
R
R
O
A
D
J
M
HL
K
F G
E
D
I
B CA
A
V
E
C
O
R
N
E
L
I
S
O
N
CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
ALIGNMENT "K"
22 23 24 272625
31
36
30
37
2928
CO
M
P
A
C
T
B
8'
'
S
S
)
8'
'
S
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)
8'
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(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
8'
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)
8'
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8'
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12
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)
12
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S
D
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GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
6''
W
6'
'
W
6'
'
W
8''W8''W
8''W8''W8''W8''W8''W
G
B
G
B
G
B
G
B
G
B
G
B
G
B
G
B
G
B
(12''SD (12''SD
(1
2
'
'
S
D
CO
M
P
A
C
T
B
0+00 1+00 2+00 3+00 4+004+00
SSMH #15
SSMH #16
SSMH #14
SSMH #9SSMH #8
SDMH #11
SDMH #7
CB #14
CB #15
CB #13
CB #10
3
2
9
3 3
3
7
9
9
4
10
9
11
23
8
8
6'
6'
6'
8
6'TBC: 56.90
TBC: 56.90
TBC: 56.60
TBC: 56.60
TBC: 56.90
TBC: 56.45 TBC: 56.45
TBC: 56.90 TBC: 57.20 TBC: 57.20 TBC: 57.30 TBC: 57.40
TBC: 57.10TBC: 57.10 TBC: 57.40
TBC: 57.40
TBC: 57.00
TBC/LP:
55.60
TBC: 55.85
TBC: 55.90
TBC: 56.00
TBC: 55.85
TBC: 55.70
TBC/LP: 55.40
TBC/LP: 55.60
TBC: 56.70
TBC: 56.90
TBC: 56.85
TBC: 56.30
TBC: 56.40 TBC: 56.70
TBC/LP: 55.10
TBC: 55.35
TBC: 55.45TBC: 55.45
TBC: 55.35
FF: 57.05 FF: 57.05 FF: 57.35 FF: 57.35 FF: 57.50 FF: 57.55 FF: 57.90 FF: 57.55
FF: 57.55
FF: 57.90
FF: 57.90 FF: 57.55
FF: 57.05
FF: 57.05
FF: 55.35 FF: 55.85
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
1
15' PUE
2
3
2
3
1
1
11
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 4+004+00
IN
S
T
A
L
L
F
H
ST
A
:
2
+
2
6
.
3
3
OF
F
:
-
3
3
.
5
6
'
8" S INV IN=4842.82
8" E INV OUT=4842.72
SSMH #8
STA=0+18, 0.00'
RIM=4855.51
8" SW INV IN=4843.57
8" E INV OUT=4843.47
SSMH #14
STA=2+55.13, 1.05' L
RIM=4856.20
47' OF 8"
PVC @ 0.40%
8" S INV IN=4843.86
8" NE INV OUT=4843.76
SSMH #15
STA=2+86.27, 33.94' R
RIM=4857.20
8" N INV OUT=4844.26
SSMH #16
STA=3+87.42, 34.52' R
RIM=4857.00
101' OF 8" PVC @ 0.40%
8" N INV OUT=4843.61
SSMH #9
STA=2+14.70, 0.00' R
RIM=4855.90
197' OF 8" PVC @ 0.40%
SE INV IN=4851.46
N INV OUT=4851.36
CB #14
STA=2+12.31, 40.29' L
GRATE=4855.00
48' OF 12" PVC @ 0.22%
S INV IN=4851.25
W INV OUT=4851.15
CB #15
STA=1+63.95, 40.28' L
GRATE=4855.00
E INV IN=4851.14
W INV OUT=4851.04
SDMH #7
STA=1+63.93, 35.28' L
GRATE=4855.20
E INV OUT=4851.40
CB #10
STA=0+44.49, 31.76' L
GRATE=4854.40
STORM INFILTRATION CHAMBER
(SEE TABLES ON SHEET 7/C-5)
20' OF 8" WL
5' OF 8" WL
21' OF 8" WL
11' OF 8" WL
20' OF 8" WL
5' OF 8" WL
68' OF 8" WL
8" GATE VALVE
STA:2+43.81
OFF:31.42' L
5' OF 8" WL
8"x6" TEE
STA:3+11.96
OFF:31.40' L
8"x6" TEE
STA:3+17.02
OFF:31.38' L
8" ELBOW
STA:3+37.42
OFF:31.44' L
8" ELBOW
STA:3+47.37
OFF:27.28' L
8"x6" TEE
STA:3+68.28
OFF:27.28' L
8"x6" TEE
STA:3+73.36
OFF:27.26' L
INSTALL FH
STA: 3+93.53
OFF: -27.28'
8"x8" TEE
STA:2+38.79
OFF:31.42' L
5'
M
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N
.
B
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R
Y
APPROXIMATE FINISHED
GRADE AT ALIGNMENT CL
EXISTING GROUND
AT ALIGNMENT CL
W
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SN
020'20'10'
SCALE: 1" = 20'
21
PP
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25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
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CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
ALIGNMENT "L"
41
3839
40
32
35
36
34
33
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W
8'
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W
8'
'
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8'
'
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(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
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8''W 8''W 8''W
8''W
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8''W
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0+00 1+00 2+00 2+80
SSMH #18
SSMH #12
SSMH #13
SSMH #17
SDMH #6
CB #12
FF: 55.25
FF: 55.25
FF: 55.35 FF: 55.85
FF: 57.90
FF: 57.55
FF: 57.40
FF: 57.90
FF: 58.00
FF: 57.50
TBC/LP: 55.40
TBC: 55.60
TBC: 56.00
TBC: 57.60
TBC: 56.70
TBC: 56.70
TBC: 56.70
9
10
2
3
3
11
8 6'
8
6'
6'
13
2
2
2
2
3
2
3
3
2
3
2
8
5
'
8 6'
1
1
1
3
4
3
4
3
4
34
34
3434
6
8
2
5
2
5
8
1
15' PUE
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 2+80
IN
S
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A
L
L
F
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ST
A
:
0
+
0
7
OF
F
:
2
8
.
4
0
'
INSTALL FH
STA: 2+70.54
OFF: -49.09'
8"x8" TEE
STA:1+27.81
OFF:23.77' R
8"x8" TEE
STA:1+27.80
OFF:15.98' L
17' OF 8" WL
5' OF 8" WL
18' OF 8" WL
12' OF 8" WL
20' OF 8" WL 43' OF 8" WL
8" GATE VALVE
STA:1+22.81
OFF:23.77' R
5' OF 8" WL
28' OF 8" WL
5' OF 8" WL
50' OF 8" WL
4' OF 8" WL
32' OF 8" W
L
24' OF 8" WL
8" GATE VALVE
STA:1+32.79
OFF:15.96' L
5' OF 8" WL
8"x6" TEE
STA:0+79.44
OFF:23.77' R
8" ELBOW
STA:0+59.28
OFF:23.77' R
8" ELBOW
STA:0+48
OFF:28.39' R
8"x6" TEE
STA:0+29.53
OFF:28.39' R
8"x6" TEE
STA:0+24.47
OFF:28.40' R
8"x6" TEE
STA:1+87.09
OFF:24.82' L
8"x6" TEE
STA:1+90.69
OFF:25.87' L
8"x6" TEE
STA:2+39.04
OFF:39.93' L
8"x6" TEE
STA:2+43.52
OFF:41.23' L
8" ELBOW
STA:1+56.35
OFF:15.88' L
8" W INV IN=4842.73
8" N INV IN=4843.11
8" E INV OUT=4842.63
SSMH #12
STA=1+43.83, 26.92' L
RIM=4856.60
8" W INV IN=4843.11
8" S INV IN=4842.73
8" E INV OUT=4843.01
SSMH #13
STA=1+43.97, 42.88' R
RIM=4856.10
133' OF 8" PVC @ 0.40%
8" N INV OUT=4843.26
SSMH #18
STA=2+76.99, 43.37' R
RIM=4856.80
100' OF 8" PVC @ 0.40%
8" S INV OUT=4843.51
SSMH #17
STA=0+43.88, 27.28' L
RIM=4855.01
5'
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.
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B
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APPROXIMATE FINISHED
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EXISTING GROUND
AT ALIGNMENT CL
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SN
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SCALE: 1" = 20'
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25
1
6
3
KEYMAP
W E
S
N
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR
THE PURPOSE OF DISPLAY IN THE PLAN AND PROFILE
VIEW ONLY AND DO NOT SHOW EACH AND EVERY
CONSTRUCTION COMPONENT IN THE DESIGN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW THE PLANS AND UNDERSTAND THAT ALL
ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED
FOR A COMPLETE PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 1 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 2 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER CITY OF
REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 5 ON
SHEET D-1.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS & WATER METER BOXES AS PER
CITY OF REXBURG STANDARDS.
TRANSITION CURB (LIP UP TO LIP DOWN).
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING & MISC. CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
INSTALL VALLEY GUTTER PER DETAIL 6 ON SHEET D-1.
WATER CONSTRUCTION ITEMS
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-5 FOR SYSTEM
SPECIFICATIONS. SEE DETAILS ON SHEET D-3. (RIGHT-OF-WAY INFILTRATORS TO
BE PER CITY OF REXBURG STANDARDS, SEE STANDARD DRAWINGS)
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON
SHEET D-2.
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PLUG AND THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
6" FIRE LINE SERVICE PER CITY OF REXBURG STANDARDS.
1
2
4
6
1
2
5
1
2
3
5
6
7
8
3 9
7
8
9
10
11
12
4
31.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
2.5' ROLL BACK CURB PER CITY OF REXBURG STANDARD DRAWING.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE
DETAIL 1 ON SHEET D-1 FOR STANDARD DETAIL.
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
SIDEWALK PER CITY OF REXBURG STANDARDS. WIDTH AS DIMENSIONED ON
PLANS.
CATCH BASIN (30" ROUND) PER DETAIL 1 ON SHEET D-2.CLEAN OUT PER CITY OF REXBURG STANDARDS.PIO
N
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CATCH BASIN PER ISPWC STANDARD DRAWING SD-601.
ALIGNMENT "M"
Fi
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P
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23
D-
1
DE
T
A
I
L
S
MIN. GRADE 1/4"/FT.(2%)
"E"
"D"
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER
PER SD-512 (TYP.)
ABSOLUTE MIN. GRADE 1/8"/FT.(1%)
4"-1/8 OR 1/16
BEND AS NEEDED
MIN. GRADE 1/4"/FT.(2%)
"C"
"B"
"A"
TYPE C
TEE OR APPROVED
CONNECTION
NOTES:
TYPE E
45°
TYPE A & D
TEE OR APPROVED
CONNECTION
LP
45
°
M
A
X
.
1/8 LONG
RADIUS BEND
TYPE B
45
°
M
A
X
.
GASKET ALL JOINTS
CONCRETE COLLAR
FINISHED GRADEFRAME & COVER
45°
FL
O
W
SHE
L
F
SH
E
L
F
SHE
L
F
MANHOLE NOTES:
5"
FLEXIBLE RUBBER
GASKET
PRECAST MONOLITHIC
CONCENTRIC CONE
SECTION
PRECAST CONCRETE
MANHOLE-BARREL SECTIONS
AS REQ'D
PREFABRICATED BASE.
UNDISTURBED
EARTH
A
4
A
P
P
R
O
V
E
D
BE
D
D
I
N
G
6" MIN31
"
48" DIA
9
M
I
N
RUBBER BOOT
.7
5
X
D
i
P
I
P
E
1.PLACE VERTICAL WALL ON UPSTREAM SIDE
OF MANHOLE, ROTATED 45 DEGREES.
2.WHERE PVC PIPE IS UTILIZED, INSTALL A
RUBBER RING OR GASKET COLLAR WHERE
THE PIPE IS IN CONTACT WITH MANHOLE
BASE AND/OR MANHOLE CHANNEL, IN
ORDER TO INSURE A WATERTIGHT SEAL.
3.UNLESS OTHERWISE SHOWN, MANHOLES
SHALL HAVE 0.1 FALL FROM UPSTREAM
INVERT TO DOWNSTREAM INVERT. FOR PIPE
SLOPES GREATER THAN 2.5% SLOPE, SEE
PLAN & PROFILE.
PLAN DETAIL
NOT TO SCALE
SEWER MANHOLE SECTION1
NOT TO SCALE
6" SANITARY SEWER SERVICE LINES DETAIL2
NOT TO SCALE
TYPICAL SEWER TRENCH DETAIL3
4"
M
I
N
6"
M
I
N
TYPICAL STREET/OPEN FIELD
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
NATIVE MATERIAL
COMPACTED AS PER CITY
REQUIREMENTS AND
ISPWC
PIPE BEDDING
4"
M
I
N
6"
M
I
N
TYPICAL STREET
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
FLOWABLE FILL AS PER
CITY OF REXBURG
SPECIFICATIONS
PIPE BEDDING
12" (MIN.)
UNDISTURBED EARTH (TYP.)
EXISTING BASE
FOUNDATION STABILIZATION
TYPE I BEDDING MATERIAL
PIPE
TRENCH BACK SLOPE PER
O.S.H.A. OR SUITABLE SHORING.
UPPER & LOWER BACKFILL ZONE MATERIAL &
COMPACTION TO MATCH REQUIREMENTS OF
STORM DRAIN TRENCH SECTION (DETAIL 1/SD-1).
LOWER BACKFILL ZONE. MATERIAL &
COMPACTION TO MATCH REQUIREMENTS OF
LOWER BACKFILL ZONE OF STORM DRAIN PIPE
SECTION. DETAIL (1/SD-1).
FINISH GRADE
SURFACE REPAIR WIDTH
OR LOCAL CUT BACK
REQUIREMENTS TYPICAL
BOTH SIDES.
EXISTING SURFACENEW PAVEMENT SECTION
Do+24"
SE
E
N
O
T
E
2
VA
R
I
E
S
P
E
R
PI
P
E
S
I
Z
E
2'
-
6
"
VA
R
I
E
S
0.
3
5
'
M
I
N
0.
5
4
'
M
I
N
Do
NOT TO SCALE
TYPICAL MISC TRENCH DETAIL4
SUBGRADE OR
NATURAL
GROUND 90°90°
90°90°
NOT TO SCALE
PIPE BEDDING DETAILS10NOT TO SCALE
VALLEY GUTTER6
NOT TO SCALE
FIRE HYDRANT DETAIL5
1.ALL SERVICE LINES TO BE 4" INSIDE
DIAMETER UNLESS OTHERWISE NOTED.
2.TYPE "C" SERVICE WILL ONLY BE
ALLOWED IF SPECIFICALLY APPROVED BY
THE ENGINEER.
3.TYPE "E" ALLOWABLE FOR TRENCHES 15
FT. DEEP OR GREATER WITH
PRE-APPROVAL BY THE ENGINEER.
4.USE 6" OF TYPE I BEDDING ALL AROUND
EACH SERVICE.
FINISH GRADE FINISH GRADE
MIN. GRADE 1/4"/FT.(2%
)
2-45° BENDS
STANDARD TRENCH DETAIL ON
PRIVATE PROPERTY
STANDARD TRENCH DETAIL ON
PUBLIC ROAD
6"
M
I
N
6"
M
I
N
6'
-
0
"
M
I
N
TYPE 1 AGGREGATE
BEDDING
(2"x8"x12") CONCRETE BLOCK
THRUST BLOCK
DO NOT COVER DRAIN
HOLES WITH CONCRETE
PLACE SAFETY FLANGE OR FLANGE
WITH BREAK AWAY BOLTS 2" MIN. 8"
MAX ABOVE GRADE
HYDRANT SHALL BE
FACTORY PAINTED RED
STORZ CONNECTION
MJ JOINT
FLANGED JOINT
TEE
DI LINE TO CITY
MAINLINE
THRUST BLOCK
VALVE
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
CONCRETE COLLAR
FINISHED GRADE
VALVE BOX SET TO
FINISHED GRADE
PIPE BEDDING FOR RIGID PIPE
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
SHAPED SUBGRADE GRANULAR FOUNDATION
SHAPED SUBGRADE GRANULAR FOUNDATION
COMPACT 1" MAX.
BACKFILL IN 6"
LAYERS TO 95% OR
ASTM D-698
COMPACT 1" MAX. BACKFILL IN 6"
LAYERS TO 95% OR ASTM D-698
COMPACT APPROVED
BEDDING MATERIAL TO 95%
OF ASTM D-698
COMPACT APPROVED
BEDDING MATERIAL TO
95% OF ASTM D-698
6"
M
I
N
12"
MAX3"
6"
M
I
N
12"
MAX SHAPED UNDISTURBED SOIL.
EXCAVATED FOR BELL HOLES.
SHAPED UNDISTURBED SOIL.
EXCAVATED FOR BELL HOLES.
6"
M
I
N
12"
MAX3"
6"
M
I
N
12"
MAX
2" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
9" OF GRANULAR BORROW/PITRUN
3" OF 3/4" GRAVEL ROADBASE
6"
1'
6"
AGGREGATE BASE
1'-0"
1'-6"
6"
4"6"
6"
1'
6"
AGGREGATE BASE
1'-0"
1'-6"
6"
4"
6"
NOT TO SCALE
TYPICAL PARKING LOT/ DRIVEWAY SECTION9
NOT TO SCALE
LIP DOWN CURB8
NOT TO SCALE
LIP UP CURB7
AG
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25
1
6
3
8"
4'11
4"
2"
℄
NOTE: 4" OF 3 4" COMPACTED AGGREGATE BASE SHALL BE REQUIRED UNDER ALL CROSS DRAINS AND
CONCRETE.
#4 REBAR @ 12" O.C. BOTH WAYS
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24
D-
2
DE
T
A
I
L
S
7"
1.73'
2'
-
6
"
0.2' TYP.
0.
2
'
BR
O
K
E
N
ST
O
N
E
1-1/2"-2"
WASHED BROKEN
STONE
ASPHALT CULTEC 410 FILTER
FABRIC TO SEPARATE
TOPSOIL FROM WASHED
STONE
CURB & GUTTER
STORM TECH
SC-740 CHAMBER
INFILTRATOR
PRECAST SOLID
FLOOR AND LOWER
MH SECTION
1.
2
'
12"Ø PVC
TO INFILTRATOR
INFILTRATOR
12" TO 24"
12"Ø INLET FROM
CATCH BASIN. EXTEND
INTO INNER
SEPARATOR RING
STANDARD MH RING & COVER FLUSH WITH
GROUND SURFACE (GRATE NOT RING IN
COURTYARD)
STANDARD MH
CONE SECTION
STD 4'Ø
MANHOLE
SECURE PIPE TO
WALL W/ SS STRAP
AND HARDWARE.
TYP.
12" OPENING WITH
FLEXIBLE SEAL,TYP.
CROSS SECTION INFILTRATOR DRAIN
CROSS SECTION VIEW DRAIN
.
..
...
...............
..
....
.
...
.
.
.
.
.
.
..
....
..
.
.
.
..
..
.
..
.
..
.
..
..
.
..
.
.
...
.
.
.
...
..
.
.
.
........
.........
.......
.
.................
..
..
..
..
.
.
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.
...
..
...
.
.
...
..
.
.
.
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..
..
.
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....
...
..
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....
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....
.
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...
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.
...
...
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..
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.
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.
.
.
...
.
...
..
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.
..
.
....
..
...
..
.
.
.
.
.
.
...
.
..
.
.....
.
..
...
....
....
...
.
.
10'-0"
30" DIA. PRECAST INLET BOX, SEE
TYPE 1 FOR DIMENSIONS AS PER THE
CITY OF REXBURG
SPECIFICATIONS AND STANDARD
DRAWINGS
3/4" CRUSHED GRAVEL
6"
3"
1'-0"
6"
6"
ASPHALT
GRATE1
1
/
4
"
#4 REBAR
10'-0"
10
'
-
0
"
-
D
3'
-
3
"
3'-3"
ASPHALT
CONCRETE
1'
..
.....
..
.
.
.
..
..
..
.....
..
.
.
.
..
..
....
....
...
...
.....
.....
NOT TO SCALE
CATCH BASIN1
1
2
"
M
I
N
.
D
I
A
.
GASKET FOR PLASTIC
PIPE
KNOCKOUTS TYPICAL (4)
SIDES 18" DIA. TO
RECEIVE UP TO 15" DIA.
PIPE
3'
-
0
"
M
I
N
.
3
1
/
2
"
2"
3 1/2"30"
INSIDE DIA. BARREL
SECTION
39"
20"3'-0"x6"x3/8"
STEEL PLATE
6"
C1
SIDEWALK
TBC
C3 #4 REBAR BY
MANUFACTURER
ADJUSTING BOLTS
C1
CL
CL
10"
GRATE
9"
INLET
BOX
12
"
18" LIP UP CURB & GUTTER
PLASTIC PIPE
REBAR SCHEDULE
MARK LOCATION SIZE LENGTH QUANTITY
C3 CURB AND BOX 4 2'-0"4
NOT TO SCALE
STORM DRAIN SECTION4
NOT TO SCALE
CROSS SECTIONS OF DRAIN 5NOT TO SCALE
THRUST BLOCKING DETAILS3
NOT TO SCALE
NOT USED2
B
B/
3
MI
N
.
A
TEE BEND/ELBOW
REDUCER
22а BEND
REDUCERS &
1'-9"
2'-5"
3'-2"
4'-0"
4'-8"
6'-6"
DIMENSION FOR THRUST BLOCKING
14"
6"
10"
12"
8"
FITTING
SIZES
4"
1'-11"
2'-6"
3'-3"
3'-10"
3'-10"5'-5"
2'-0"
3'-4"
4'-0"
2'-8"
TEES & PLUGS
1'-2"
A
1'-7"
B
1'-8"
1'-10"
45° BEND & WYES
2'-5"
3'-0"
4'-9"
3'-8"
2'-2"
3'-10"
4'-11"
4'-8"
3'-0"
B
1'-6"
90° BEND
A A
1'-7"
2'-1"
2'-9"
3'-5"
3'-3"
3'-5"
1'-9"
1'-9"
2'-2"
2'-7"
0'-10"
B A
1'-7"
2'-5"
0'-10"
1'-11"
2'-3"
1'-6"
0'-6"
B
NOTES:
1.WRAP ALL FITTINGS W/ 8 MIL POLYETHYLENE ENCASEMENT TO PREVENT CONCRETE FROM ADHERING
TO THE FITTINGS.
2.THRUST BLOCKING CONCRETE TO BE MINIMUM 3000 PSI MIX.
3.ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES.
4.PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES.
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(
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2
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6
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INSERTA-TEE SIDE INLET DETAIL
INSERTA TEE
CONNECTION
CONVEYANCE PIPE
MATERIAL MAY VARY
(PVC, HDPE, ETC.)
PLACE ADSPLUS WOVEN GEOTEXTILE
(CENTERED ON INSERTA-TEE INLET) OVER
BEDDING STONE FOR SCOUR PROTECTION
AT SIDE INLET CONNECTIONS. GEOTEXTILE
MUST EXTEND 6" (150 mm) PAST CHAMBER
FOOT
INSERTA TEE TO BE
INSTALLED, CENTERED
OVER CORRUGATION
SIDE VIEWSECTION A-A
A
A
DO NOT INSTALL
INSERTA-TEE AT
CHAMBER JOINTS
(X)
CHAMBER MAX DIAMETER OF
INSERTA TEE
HEIGHT FROM BASE OF
CHAMBER (X)
SC-310 6" (150 mm)4" (100 mm)
SC-740 10" (250 mm)4" (100 mm)
DC-780 10" (250 mm)4" (100 mm)
MC-3500 12" (300 mm)6" (150 mm)
MC-4500 12" (300 mm)8" (200 mm)
MC-7200 12" (300 mm)8" (200 mm)
INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS
GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON
NOTES:
·PART NUMBERS WILL VARY BASED ON INLET PIPE
MATERIALS. CONTACT STORMTECH FOR MORE
INFORMATION.
·CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE
INLET MUST BE RAISED AS NOT ALL INVERTS ARE
POSSIBLE.
6
UNDERDRAIN DETAIL
A
A
B B
SECTION A-A
SECTION B-B
NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS
6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS
OUTLET MANIFOLD
STORMTECH
END CAP
STORMTECH
CHAMBERS
STORMTECH
CHAMBER
STORMTECH
END CAP
DUAL WALL
PERFORATED
HDPE
UNDERDRAIN
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
FOUNDATION STONE
BENEATH CHAMBERS
FOUNDATION STONE
BENEATH CHAMBERS
5
MC-3500 TECHNICAL SPECIFICATIONS
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)
MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)
MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)
CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)
END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE
BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE
POROSITY.
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
END CAPS WITH A WELDED CROWN PLATE END WITH "C"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PARTIAL CUT INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
2
MC-3500 ISOLATOR ROW PLUS DETAIL
INSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON
MAINTENANCE LOG
A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS
(OPTIONAL)
A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR PLUS ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS
B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE
i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS
A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS
PREFERRED
B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL
BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS
NECESSARY.
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PARTIAL CUT END CAP PART #:
MC3500IEPP24BC OR MC3500IEPP24BW
ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
CATCH BASIN
OR MANHOLE
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
MC-3500 CHAMBER MC-3500 END CAP
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ELEVATED BYPASS MANIFOLD
INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE
PART #: MC350024RAMP
3
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)
NOTE:
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.
STORMTECH CHAMBER
CONCRETE COLLAR
PAVEMENT
12" (300 mm) MIN WIDTH
CONCRETE SLAB
6" (150 mm) MIN THICKNESS
8" NYLOPLAST INSPECTION PORT
BODY (PART# 2708AG4IPKIT) OR
TRAFFIC RATED BOX W/SOLID
LOCKING COVER
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
4" (100 mm)
SDR 35 PIPE
4" (100 mm) INSERTA TEE
TO BE CENTERED ON
CORRUGATION VALLEY
4 MC-3500 CROSS SECTION DETAIL
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"
CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION
FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%.
AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
8'
(2.4 m)
MAX
12" (300 mm) MIN77" (1956 mm)
12" (300 mm) MIN
6"
(150 mm) MIN
6" (150 mm) MIN
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-3500
END CAP SUBGRADE SOILS
(SEE NOTE 3)
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 9" (230 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
45"
(1143 mm)
18" (450 mm)
MIN*
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE
TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT
PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE
TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm)
ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR
PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS.
B
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS
FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER
ABOVE.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE
SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
NO COMPACTION REQUIRED.
1
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
MC-SERIES END CAP INSERTION DETAIL
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
MANIFOLD HEADER
MANIFOLD STUB
7
MC-3500 STORMTECH CHAMBER SPECIFICATIONS
1.CHAMBERS SHALL BE STORMTECH MC-3500.
2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE
COPOLYMERS.
3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD
IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.
5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL
ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET
FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH
CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM
F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON
MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO
DESIGN TRUCK.
7.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL,
INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE
LESS THAN 3”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE
GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST
CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE
PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN
ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE
DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:
·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95
FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.
·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN
EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.
9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM
1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.
2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500
CONSTRUCTION GUIDE".
3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.
STORMTECH RECOMMENDS 3 BACKFILL METHODS:
·STONESHOOTER LOCATED OFF THE CHAMBER BED.
·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.
·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.
4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.
5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.
6.MAINTAIN MINIMUM - SPACING BETWEEN THE CHAMBER ROWS.
7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.
8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43
DESIGNATION OF #3 OR #4.
9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW
SPACING.
10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE
SITE DESIGN ENGINEER.
11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE
SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
NOTES FOR CONSTRUCTION EQUIPMENT
1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500
CONSTRUCTION GUIDE".
2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:
·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN
ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION
GUIDE".
3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT
AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED
UNDER THE STORMTECH STANDARD WARRANTY.
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR
CONSTRUCTION EQUIPMENT.
6" (150 mm)
FOR STORMTECH
INSTALLATION INSTRUCTIONS
VISIT OUR APP
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Advanced Drainage Systems, Inc.