HomeMy WebLinkAbout23055 ADARA IP (4-16-24)Designed By:
PAUL SNARR
1331 FREMONT AVE, IDAHO FALLS
208-542-2665
SHEET NO.
PROPERTY LEGAL DESCRIPTION
PHONE
FILE NO.
SCALE:of
IMPROVEMENT DRAWINGS CONTACT PERSON
NAME
ADDRESS ZIP
DATE PLOTTED:
REVIEW NO.:
DRAWN BY:
CHECKED BY:
83402
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.
NOTES
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665
E
REXBURG (208) 359-2665
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23055
N/A
R. JORDAN
P.SNARR
4/16/24
----
1 23
ADARA AT TETON LAKESCity of Rexburg, Madison County, Idaho
PROJECT NO. 23055
April 2024
IMPROVEMENT DRAWINGS FOR:
PROJ
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16410
FERRIS Ln.
ROBINSON Dr
LARCH Dr
CYPRESS LOOP
MCJON Ln
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
LUMEN
APPROVED BY:
INTERMOUNTAIN GAS
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY,
IDAHO AND PART OF THE NORTHEAST QUARTER OF SECTION 14,
TOWNSHIP 6 NORTH, RANGE 38 EAST, BOISE MERIDIAN
SHEET INDEX
SHEET No.SHEET NAME SHEET TITLE
1 G-0 COVER
2 G-1 NOTES
3 C-1 EXISTING CONDITIONS
4 C-2 PHASE MAP
5 C-3 OVERALL PLAN
6 C-4 OVERALL PLAN
7 C-5 GRADING & STORM DRAINAGE
8 C-6 GRADING & STORM DRAINAGE
9 PP-1 PLAN & PROFILE EX. LIFT STATION BYPASS & 12TH CROSSING
10 PP-2 PLAN & PROFILE NORTH 12th STREET
11 PP-3 PLAN & PROFILE ADARA AVENUE (ENTRY)
12 PP-4 PLAN & PROFILE PARKVIEW LANE
13 PP-5 PLAN & PROFILE PARKVIEW LANE
14 PP-6 PLAN & PROFILE ADARA AVENUE
15 PP-7 PLAN & PROFILE ADARA AVENUE
16 PP-8 PLAN & PROFILE RIMROCK ROAD
17 PP-9 PLAN & PROFILE CASCADE COURT & YUKON WAY
18 PP-10 PLAN & PROFILE PINNACLE LANE
19 PP-11 PLAN & PROFILE TAGGART DRIVE
20 PP-12 PLAN & PROFILE WINTER DRIVE, LASSEN LANE, & FERRIS LANE
21 D-1 DETAILS
22 D-2 DETAILS
23 D-3 DETAILS
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GIDUOYEROFEBLLA
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.
6.1.FIRE HYDRANT TO BE MUELLER, WATEROUS, OR CLOW BRANDS WITH ADAPTER KOCHEK MODEL SZMC5045-3-Y
6.2.FIRE HYDRANTS MUST BE INSTALLED PER ISPWC AND OTHER APPLICABLE CODES.
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 WATER MAIN 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
IFS CITY OF IDAHO FALLS STANDARDS
INV INVERT
LF LINEAR FEET
LP LOW POINT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
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
TBC TOP BACK OF CURB
TBRC TOP BACK RIBBON CURB
TYP TYPICAL
VERT VERTICAL
VG VALLEY GUTTER
EX EXISTING
XG EXISTING GROUND
ABBREVIATIONS:
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
GAS
UGP
OHP
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
TELEPHONE LINE
FIBER OPTICFO
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
PROPOSED/EXISTING CURB AND GUTTER
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING POWER POLE
EXIST.PRO.DESCRIPTION
PROPOSED/EXISTING MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
BOUNDARY LINE
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SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
8" W
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PROJECT MANAGER..............................................................................KURT ROLAND...................................................(208) 542-2665 OFFICE
PROJECT ENGINEER...............................................................................PAUL SNARR......................................................(208) 542-2665
CITY ENGINEER......................................................................................KEITH DAVIDSON...............................................(208) 359-3020
PROJECT CONTACTS:
PUBLIC UTILITY EASEMENT
STORM DRAIN MAIN ( 12" SD
IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) ...............CARLIN FEISTHAMEL, PE ...................................(208) 582-2650
DIGLINE (CALL BEFORE YOU DIG).....................................................................................................................................(800) 342-1585
MADISON FIRE DEPARTMENT................................................................STAN CRITTENDEN............................................(208) 359-3010
GRADE BREAKGBGB
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SSMH #3
SSMH #4
EX. LIFT STATION WET WELL
SSMH #2 DROP MH
SSMH #24 SSMH #23
SSMH #7
SSMH #22
SSMH #6
EX. SSMH #4
DROP SSMH #26
SSMH #8
SSMH #25
SSMH #9
SSMH #5
DROP SSMH #10
SSMH #33
EX. SSMH #3
EX. SSMH #2
SDMH #6 CB #3A
CB #3C
CB #3CB #6
CB #6A
CB #3B
SDMH #7
SDMH #4
CB #7
CB #7A
CB #4
CB #4A
SDMH #9
SDMH #8
SDMH #20 SDMH #5
CB #9
CB #8
CB #20A
CB #5A
CB #8A
CB #20 CB #5
TBC: 55.76
TBC/LP: 55.50
TBC: 55.77
TBC: 55.13
TBC: 54.90
8
8
TBC: 53.90
TBC: 53.60
TBC/LP: 53.30
TBC: 53.80
TBC/LP: 52.50
TBC/LP: 52.50
TBC: 51.50
TBC/LP: 51.10
TBC: 51.60
TBC: 51.60
TBC/LP: 51.10
TBC: 51.50
TBC/LP: 51.50
TBC: 51.81 TBC: 51.81
TBC/LP: 51.50
TBC/HP: 53.50
TBC/HP: 53.50
8
TBC: 53.80
TBC/LP: 53.20
TBC/HP: 53.75
TBC/LP: 53.20
TBC: 53.50 TBC: 53.60
TBC: 53.90 TBC: 55.13
TBC: 55.50
TBC: 55.40
TBC/LP: 55.12
TBC/LP: 55.20
TBC/LP: 53.00
TBC/LP: 53.00
TBC/LP: 52.70
TBC/LP: 52.56
TBC: 53.20
TBC: 52.89TBC/HP: 52.91
TBC: 52.60
TBC: 52.80
TBC/HP: 53.11
TBC: 52.90
TBC: 53.21
TBC: 51.70
TBC/LP: 51.30TBC/LP: 51.50
TBC: 51.90
TBC: 52.01
TBC/LP: 51.70
TBC: 52.36
TBC: 52.36
TBC/HP: 53.50
TBC: 53.34
TBC: 53.44
TBC/HP: 53.60
3
3
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6
5
7 7
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5
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TBC: 53.70
4
55
TBC: 54.90
5 7
5
4
TBC: 53.80
2
2
3
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3 2
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1
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CB #1
SDMH #1
CB #1A
SDMH #2
CB #2
66
5
11
1
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TBC/HP: 52.14
TBC: 52.27TBC: 52.29
7
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TBC/LP: 53.30
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
CONNECT TO EXISTING PRESSURE MAIN PER PLANS
SAW-CUT LINE
MATCH LINE/PHASE LINE
PH
A
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1
PH
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PHASE 1
PHASE 2 MATCH LINE/PHASE LINE
PARKVIEW Ln
ADARA Ave
ADARA Ave
RI
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FERRIS Ln
CAP 8" SANITARY LINE 10' (MIN.) PAST
ASPHALT FOR PHASE 2 CONNECTION
PLUG AND THRUST BLOCK WATER MAIN 10'
(MIN.) PAST ASPHALT FOR PHASE 2 CONNECTION
PLUG AND THRUST BLOCK WATER MAIN 10'
(MIN.) PAST ASPHALT FOR PHASE 2 CONNECTION
PLUG AND THRUST BLOCK WATER MAIN 10'
(MIN.) PAST ASPHALT FOR PHASE 2 CONNECTION
CONNECT TO EXISTING 8" WATER MAIN
(FIELD VERIFY SIZE AND DEPTH)
RI
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ABANDON EXISTING SS LINE AND
REMOVE EXISTING SSMH #4
LIFT STATION CONNECT TO EXISTING
MANHOLE FOR SEWER
REDIRECTION PER PLANS
43-LF OF 12" S.D. AT 0.22%
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SSMH #34
SSMH #18
SSMH #36
SSMH #32
DROP SSMH #10
SSMH #27
SSMH #33
SSMH #12SSMH #13
SSMH #30
SSMH #35
SSMH #31
SSMH #14
SSMH #28SSMH #15
SSMH #13A
SDMH #9
SDMH #19
SDMH #8
SDMH #20 SDMH #5
CB #9
SDMH #12
CB #19
SDMH #10
CB #8
CB #20A
CB #5A
SDMH #21
CB #10A
SDMH #11
CB #12
CB #8A
CB #12A
CB #10
SDMH #18
CB #18
CB #21
CB #21A
CB #11
CB #20 CB #5
SDMH #13
CB #18A
CB #11A
CB #13B
SDMH #17
SDMH #22
CB #13
CB #17B
CB #13A
SDMH #23
CB #22
CB #22A
CB #17
CB #17A
CB #23
CB #23A
SDMH #15
SDMH #16
CB #15
CB #15A
CB #16
TBC: 51.50
TBC/LP: 51.10
TBC: 51.60
TBC: 51.60
TBC/LP: 51.10
TBC: 51.50
TBC/LP: 51.50
TBC: 51.81 TBC: 51.81
TBC/LP: 51.50
8
TBC: 53.20
TBC: 52.89TBC/HP: 52.91
TBC: 52.60
TBC: 52.80
TBC/HP: 53.11
TBC: 52.90
TBC: 53.21
TBC: 51.70
TBC/LP: 51.30TBC/LP: 51.50
TBC: 51.90
TBC: 52.01
TBC/LP: 51.70
TBC: 52.36
TBC: 52.36
TBC/HP: 53.50
TBC: 53.34
TBC: 53.44
TBC/HP: 53.60
3
3
54
6
5
6
5
7
6
5
5
4
5
6
7
6
5 5
6
5 7
3
3
3
TBC/HP: 51.80
TBC: 51.40 TBC: 51.40
TBC: 51.80
4
5
6
5
5
7
TBC: 51.55TBC: 51.52
TBC: 51.32 TBC: 51.32
TBC/HP: 52.20
2
2
2
3
15' P.U.E.
(TYP.)
15' P.U.E.
(TYP.)
3
1
2
1
2
4
TBC/LP: 50.46
TBC: 50.86TBC: 49.98
TBC/LP: 49.67
5
1
1
1
1
TBC/LP: 51.18
TBC/LP: 51.18 TBC/HP: 52.14
TBC/HP: 52.145
6
5TBC/HP: 51.82
TBC/HP: 51.82
TBC/LP: 50.50
TBC/LP: 50.50
TBC: 50.81
TBC/LP: 50.35
5
4
6
5
5
TBC/LP: 50.25
8
1
6
5 7
32
1
1
2
TBC/LP: 51.00
TBC/LP: 51.00
TBC/LP: 51.60
TBC/HP:
52.00TBC/LP: 50.70
TBC/HP: 50.86
TBC/HP: 50.80
4
1
1
1
1
1
1
1
1
5
55
6
4
6
5
5
8
2
5
6
5
5
6
7
6
5 7
TBC: 50.11
TBC: 50.10
TBC/LP: 49.80
TBC: 49.76
TBC: 51.06
TBC/LP: 51.06
TBC/HP: 51.30
TBC/HP: 51.30
TBC/LP: 50.70
TBC/LP: 50.70
TBC/LP: 51.46
TBC/HP: 51.85TBC/HP: 51.85
TBC: 51.00
7
TBC: 51.50
TBC: 51.80
TBC/HP: 52.06
TBC: 51.40
TBC: 51.15
TBC/HP: 51.80
TBC/LP: 51.10
TBC/HP: 52.00
TBC: 51.69 TBC: 51.70
TBC/HP: 52.30
TBC/LP: 51.00
TBC/LP: 51.35
TBC/LP: 51.30
TBC/HP: 52.00 TBC/HP: 52.00
TBC/HP: 52.40
TBC: 52.14
TBC/LP: 51.30
TBC/LP: 51.40
TBC/HP: 52.60
TBC: 52.60
TBC: 52.90
TBC: 52.52
TBC: 52.27TBC: 52.29
TBC/HP: 53.10
5
6
5TBC: 52.24TBC: 51.80
TBC: 51.50
6
5
5
7
7
7
7
7
9
9
9
CB #14
SDMH #14
CB #14A
CB #14B5
SSMH #20
SSMH #21
SSMH #19
DROP SSMH #17
SSMH #16
SSMH #19A
TBC: 51.00±
TBC: 50.84
TBC/LP: 50.50
TBC: 50.81
TBC/LP: 50.69
TBC: 51.00±
TBC: 50.70
TBC: 50.60
TBC: 51.00
TBC: 51.06
TBC/HP: 51.32
TBC: 51.10
TBC: 51.10
TBC/HP: 51.38
TBC: 51.06
8
SAW-CUT FOR REGRADE
OF INTERSECTION
TBC/LP: 50.58
TBC/LP: 49.70
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
MATCH LINE/PHASE LINE
PH
A
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PH
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PHASE 1
PHASE 2 MATCH LINE/PHASE LINE
PARKVIEW Ln
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TRANSITION HIGH BACK
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5
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SDMH #6
CB #3A
CB #3C
CB #3
CB #6
CB #6A
CB #3B
SDMH #7
SDMH #4
CB #7
CB #7A
CB #4
CB #4A
SDMH #9
SDMH #8
SDMH #20
SDMH #5
CB #9
CB #8
CB #20A CB #5A
CB #8A
CB #20 CB #5
TBC: 55.76
TBC/LP: 55.50
TBC: 55.77
TBC: 55.13
TBC: 54.90TBC: 53.90
TBC/LP: 53.60
TBC: 53.30
TBC/HP: 53.80
TBC/LP: 52.50
TBC/LP: 52.50
TBC: 51.50
TBC/LP: 51.10
TBC: 51.60
TBC: 51.60
TBC/LP: 51.10
TBC: 51.50
TBC/LP: 51.50
TBC: 51.81 TBC: 51.81
TBC/LP: 51.50
TBC/HP: 53.50
TBC/HP: 53.50 TBC/HP: 53.80
TBC/LP: 53.20
TBC/HP: 53.75
TBC/LP: 53.20
TBC: 53.50 TBC: 53.60
TBC: 53.90
TBC: 55.13
TBC: 55.50
TBC: 55.40
TBC/LP: 55.12
TBC/LP: 55.20
TBC/LP: 53.00
TBC/LP: 53.00
TBC/LP: 52.70
TBC/LP: 52.56
TBC: 53.20
TBC: 52.89TBC: 52.91
TBC: 52.60
TBC: 52.80
TBC: 53.11 TBC: 52.90
TBC: 53.21
TBC: 51.70
TBC/LP: 51.30TBC/LP: 51.50
TBC: 51.90
TBC: 52.01
TBC/LP: 51.70 TBC: 52.36
TBC: 52.36
TBC/HP: 53.50
TBC: 53.34
TBC: 53.44
TBC/HP: 53.60
TBC/HP: 53.70
TBC: 54.90
TBC/HP: 53.80
TBC/HP: 54.00
TBC/HP: 54.00
TBC/HP: 52.14
TBC: 52.27TBC: 52.29
TBC/LP: 55.50
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SCALE: 1" = 80'
MATCH LINE/PHASE LINE
PH
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1
PH
A
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2
PHASE 1
PHASE 2 MATCH LINE/PHASE LINE
INFILTRATION BED TO BE INSTALLED
DURING PHASE 1 CONSTRUCTION
INFILTRATION BED TO BE INSTALLED
DURING PHASE 1 CONSTRUCTION
STORM AREA:
1 17770 FT2
2 11695 FT2
3 121448 FT2
4 106134 FT2
5 135546 FT2
6 75153 FT2
7 108254 FT2
8 105171FT2
9 33343 FT2
10 102880 FT2
11 67994 FT2
12 47501 FT2
13 60236 FT2
14 78841 FT2
15 121505 FT2
16 42522 FT2
17 112350 FT2
18 89948 FT2
19 33739 FT2
20 62373 FT2
21 77227 FT2
22 65402 FT2
23 29443 FT2
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SDMH #9
SDMH #19
SDMH #8
SDMH #20
SDMH #5
CB #9
SDMH #12
CB #19
SDMH #10
CB #8
CB #20A CB #5A
SDMH #21
CB #10A
SDMH #11
CB #12
CB #8A
CB #12A
CB #10
SDMH #18
CB #18
CB #21
CB #21A
CB #11
CB #20 CB #5
SDMH #13
CB #18A
CB #11A
CB #13B
SDMH #17
SDMH #22
CB #13
CB #17B
CB #13A
SDMH #23
CB #22
CB #22A
CB #17
CB #17A
CB #23 CB #23A
SDMH #15
SDMH #16
CB #15
CB #15A
CB #16
TBC: 51.50
TBC/LP: 51.10
TBC: 51.60
TBC: 51.60
TBC/LP: 51.10
TBC: 51.50
TBC/LP: 51.50
TBC: 51.81 TBC: 51.81
TBC/LP: 51.50
TBC: 53.20
TBC: 52.89TBC: 52.91
TBC: 52.60
TBC: 52.80
TBC: 53.11 TBC: 52.90
TBC: 53.21
TBC: 51.70
TBC/LP: 51.30TBC/LP: 51.50
TBC: 51.90
TBC: 52.01
TBC/LP: 51.70 TBC: 52.36
TBC: 52.36
TBC/HP: 53.50
TBC: 53.34
TBC: 53.44
TBC/HP: 53.60
TBC/HP: 51.80
TBC: 51.40 TBC: 51.40
TBC: 51.80
TBC: 51.55TBC: 51.52
TBC: 51.32 TBC: 51.32
TBC/HP: 52.20
TBC/LP: 50.46
TBC: 50.86TBC: 49.98
TBC/LP: 49.67
TBC/LP: 51.18
TBC/LP: 51.18 TBC/HP: 52.14
TBC/HP: 52.14
TBC/HP: 51.82
TBC/HP: 51.82
TBC/LP: 50.50
TBC/LP: 50.50
TBC/HP: 50.81
TBC/LP: 50.35
TBC/LP: 50.25
TBC/LP: 51.00
TBC/LP: 51.00
TBC/LP: 51.60
TBC/HP:
52.00
TBC/LP: 50.70
TBC/HP: 50.86
TBC/HP: 50.80
TBC: 50.11
TBC/LP: 49.80
TBC: 49.76
TBC: 51.06
TBC/LP: 51.06
TBC/HP: 51.30 TBC/HP: 51.30
TBC/LP: 50.70
TBC/LP: 50.70
TBC: 51.06
TBC/HP: 51.32
TBC/HP: 51.85TBC/HP: 51.85
TBC: 50.81
TBC/HP: 51.38
TBC: 50.69
TBC: 51.00
TBC: 51.80
TBC/HP: 52.06
TBC: 51.40
TBC: 51.15
TBC/HP: 51.80
TBC/LP: 51.10
TBC/HP: 52.00
TBC: 51.69 TBC: 51.70
TBC/HP: 52.30
TBC/LP: 51.00
TBC/LP: 51.35
TBC/LP: 51.30
TBC/HP: 52.00 TBC/HP: 52.00
TBC/HP: 52.40
TBC: 52.14
TBC/LP: 51.30
TBC/LP: 51.40
TBC/HP: 52.60
TBC: 52.60
TBC: 52.90
TBC: 52.52
TBC: 52.27TBC: 52.29
TBC/HP: 53.10
TBC: 52.24TBC: 51.80
TBC/LP: 50.47
TBC: 50.70
TBC: 50.10
TBC/HP: 51.20TBC/HP: 51.20
TBC: 50.70
TBC: 51.00±
TBC: 50.83
TBC: 51.00±
TBC/LP: 50.50
TBC/LP: 50.58TBC: 51.00
TBC: 51.06
CB #14A
CB #14B
CB #14
TBC/LP: 49.70
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W E
S
N
080'80'40'
SCALE: 1" = 80'
MATCH LINE/PHASE LINE
PH
A
S
E
1
PH
A
S
E
2
PHASE 1
PHASE 2 MATCH LINE/PHASE LINE
STORM AREA:
1 17770 FT2
2 11695 FT2
3 121448 FT2
4 106134 FT2
5 135546 FT2
6 75153 FT2
7 108254 FT2
8 105171FT2
9 33343 FT2
10 102880 FT2
11 67994 FT2
12 47501 FT2
13 60236 FT2
14 78841 FT2
15 121505 FT2
16 42522 FT2
17 112350 FT2
18 89948 FT2
19 33739 FT2
20 62373 FT2
21 77227 FT2
22 65402 FT2
23 29443 FT2
EO
EO
EO
EO
EO
S
S
8'
'
W
8'
'
W
8'
'
W
8'
'
W
SS
SS
SS
SS
SS
SS
SS
10
'
'
S
S
)
(10''SS (10''SS (10''SS (10''SS
8''PS 8''PS 8''PS 8''PS
8'
'
P
S
10
'
'
S
S
)
10
'
'
S
S
)
10
'
'
S
S
)
8'
'
P
S
8'
'
P
S
SSMH #3
EX. LIFT STATION WET WELL
SSMH #2 DROP MH
EX. SSMH #2
EX. CAP AT STUB
0+00 1+00 2+00 2+80
0+
0
0
1+
0
0
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 2+80
10" S INV IN=4838.98
8" N INV IN=4843.81
10" W INV OUT=4838.88
SSMH #2 DROP MH
STA=2+64.38, 0.00'
RIM=4855.00
10" E INV IN=4838.18
10" N INV OUT=4838.08
SSMH #3
STA=0+15, 0.00'
RIM=4855.30
249-LF OF 10" PVC @ 0.28%
10-LF OF 8" PRESSURE SEWER
233-LF OF 8" PRESSURE SEWER
10-LF OF 8" PRESSURE SEWER
NE INV IN=4843.30
NW INV IN=4837.80
EX. LIFT STATION WET WELL
STA=1+89.63, 106.18' R
RIM=4855.29
N INV IN=4843.90
SW INV OUT=4843.85
S INV OUT=4843.85
EX. SSMH #2
STA=2+64.38, 10.00' L
RIM=4854.95
E
O
EO
SS
SSSS
SSSS
SS
SS
SS
SS
SS
(1
0
'
'
S
S
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0
'
'
S
S
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0
'
'
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S
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'
P
S
8'
'
P
S
(10
'
'
S
S
10''SS)10''SS)10''SS)
8''PS 8''PS 8''PS
EX. SSMH #1
SSMH #1
2+
0
0
2+
8
0
EX. LIFT STATION WET WELL
SSMH #2 DROP MH
EX. SSMH #2
0+00 1+00 2+00 2+80
LIFT STATION TO
BE ABANDONED
EXISTING SSMH TO BE PIPED INTO NEW MH
SS LINE TO BE
ABANDONED
3
1
1
3
EX. PRESSURE LINE TO BE
ABANDONED AFTER NEW
CONNECTION IS MADE AND
APPROVED
EX. LIFT STATION DRY WELL
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 2+80
10" SE INV IN=4839.59
10" N INV OUT=4839.49
SSMH #1
STA=2+11.23, 0.00'
RIM=4855.00
(MATCH ROAD GRADE)
181-LF OF 10" PVC @ 0.28%
10" S INV IN=4838.98
8" N INV IN=4843.81
10" W INV OUT=4838.88
SSMH #2 DROP MH
STA=0+30, 0.00'
RIM=4855.00
65-LF OF 10" PVC @ 0.28%
10" NW INV OUT=4839.77
EX. SSMH #1
STA=2+57.17, 45.73' L
RIM=4855.57
10-LF OF 8" PRESSURE SEWER
172-LF OF 8" PRESSURE SEWER
10-LF OF 8" PRESSURE SEWER
(DROP INV=4839.15)
1
0.27
AC.
8''W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W 8''W
(12''SS12''SS)12''SS)
8'
'
P
S
8''P
S
8''PS
18
'
'
S
S
)
18
'
'
S
S
)
(18''SS
8'
'
S
S
)
15
'
'
S
S
DROP SSMH #10
SSMH #11LIFT STA. WET WELL
3
3
3
LIFT STA. DRY WELL
4818
4820
4822
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4818
4820
4822
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
0+00 1+00 1+20
18" E INV IN=4826.00
FLOOR=4820.00
(PER CITY REVIEW 3-15-24)
LIFT STA. WET WELL
STA=0+24.31, 0.00'
RIM=4852.00
18" N INV IN=4826.17
15" S INV IN=4826.52
18" W INV OUT=4826.07
SSMH #11
STA=0+81.21, 0.00'
RIM=4851.50
57-LF OF 18"
PVC @ 0.12%
LIFT STA. DRY WELL
STA=0+15.21, 0.05' L
RIM=4852.00
8" N PRESSURE MAIN TOP PIPE=4845.00
(6' MIN. COVER)
79-LF OF 8" PRESSURE SEWER
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
W
E
SN
040'40'20'
SCALE: 1" = 40'
W E
S
N
040'40'20'
SCALE: 1" = 40'
EXISTING LIFT STATION BYPASS (NORTH SIDE) & N. 12TH CROSSINGEXISTING LIFT STATION BYPASS (EAST SIDE)NEW LIFT STATION
W E
S
N
040'40'20'
SCALE: 1" = 40'
LA
R
C
H
D
r
N
1
2
T
H
W
RI
M
R
O
C
K
R
d
PARKVIEW
Ln
SEE SHEET 23/D-3 FOR
LIFT STATION DETAILS
GREENSIDE
LOOP
SAW-CUT AND REPAIR PER
CITY OF REXBURG STANDARDS
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4862
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 5+00 5+50
10" E INV IN=4838.18
10" N INV OUT=4838.08
SSMH #3
STA=5+22.11, 21.43' R
RIM=4855.30
10" S INV IN=4837.66
10" N INV IN=4837.66
12" W INV OUT=4837.39
SSMH #4
STA=3+72.42, 20.81' R
RIM=4855.20
ST
A
=
0
+
1
0
.
0
5
EL
=
4
8
5
5
.
4
0
ST
A
=
0
+
7
1
.
7
9
EL
=
4
8
5
5
.
1
2
ST
A
=
1
+
4
8
.
3
6
EL
=
4
8
5
5
.
5
0
ST
A
=
2
+
1
8
.
1
6
EL
=
4
8
5
5
.
2
0
PC
S
T
A
=
2
+
8
6
.
6
7
EL
=
4
8
5
5
.
5
0
PT
S
T
A
=
3
+
1
6
.
6
7
EL
=
4
8
5
5
.
1
3
PC
S
T
A
=
3
+
8
6
.
7
4
EL
=
4
8
5
5
.
1
3
PT
S
T
A
=
4
+
1
6
.
7
3
EL
=
4
8
5
5
.
7
7
ST
A
=
4
+
7
5
.
3
0
EL
=
4
8
5
5
.
5
0
ST
A
=
5
+
3
3
.
8
6
EL
=
4
8
5
5
.
7
6
-0.45%0.50%-0.43%0.44%-0.78%
AL=-47.26
1.36%
AL=47.00
-0.46%0.44%
PC STA=3+37.96
EL=4855.70
PT STA=3+47.94
EL=4855.94
ST
A
=
3
+
5
1
.
6
9
EL
=
4
8
5
6
.
0
0
PC STA=3+55.34
EL=4855.94
PT STA=3+65.36
EL=4855.70
PROPOSED RIGHT TBC
EXISTING GRADE AT
ALIGNMENT CENTERLINE
12" E INV IN=4851.50
24" S INV OUT=4850.50
SDMH #1
STA=0+71.79, 41.00' R
RIM=4855.12
SUMP=4849.50
W INV OUT=4851.52
CB #1
STA=0+71.79, 33.75' R
GRATE=4854.52 N INV OUT=4851.60
CB #1A
STA=2+18.17, 33.75' R
GRATE=4854.60
102-LF OF 12" PVC @ 0.22%
5-LF OF 24" PVC @ 2.40%
W INV OUT=4851.90
CB #2
STA=4+75.30, 33.75' R
GRATE=4854.90
12" E INV IN=4851.88
24" S INV OUT=4850.88
SDMH #2
STA=4+75.29, 41.00' R
RIM=4855.47
SUMP=4850.88
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
40-LF OF 24"
PEFORATED PIPE
25-LF OF 24"
PERFORATED PIPE
5-LF OF 24" PVC @ 0.22%
150-LF OF 10" PVC @ 0.28%
370-LF OF 10" PVC @ 0.28%
20-LF OF 8" PRESSURE SEWER
132-LF OF 8" PRESSURE SEWER
10-LF OF 8" PRESSURE SEWER
EX. 8" WATERLINE EX. 8" WATERLINE
CAP 10' BEYOND
PROPERTY LINE
INV= 4838.70
EP EP EP EP EP EP EPEPEPEP EP EP EP
X
X
X
X
X
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
SS
SS
SS
S
S
8'
'
W
8'
'
W
(12''SD (12''SD
(1
2
'
'
S
S
(1
2
'
'
S
S
10''SS)10''SS)
(1
0
'
'
S
S
(1
0
'
'
S
S
8'
'
P
S
8'
'
P
S
8''PS 8''PS
8'
'
P
S
(10''SS(10''SS(10''SS(10''SS(10''SS(10''SS
SSMH #3SSMH #4
EX. SSMH #4 SDMH #2SDMH #1 CB #2CB #1ACB #1
EX. OIL: 55.31±
EX. OIL: 55.40±EX. OIL: 55.47±EX. OIL: 55.50±EX. OIL: 55.70±
EXISTING SSMH TO BE REMOVED FOR
CURB & GUTTER CONSTRUCTION
(ABANDON EXISTING SS MAIN)
NOT IN USE PER CITY OF REXBURG
SAW-CUT LINE (TYP.)
TBC: 55.40
TBC/LP: 55.12 TBC/HP: 55.50 TBC/LP: 55.20
TBC/HP: 55.50
TBC: 55.13
TBC: 54.90
TBC: 54.90
TBC: 55.13
TBC/HP: 55.77
TBC/LP: 55.50
TBC: 55.76
1
5 7
8
8
4 4
1
CONNECT TO EXISTING WATER MAIN.
CONTRACTOR TO VERIFY DEPTH AND
PIPE SIZE.
5 6 7 5
15' P.U.E. (TYP.)
1
2
5
3
6
15' P.U.E. (TYP.)
5+400+00 1+00 2+00 3+00 4+00 5+00
2
2
3
3
4
5
10
PP
-
2
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23
0
5
5
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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
W
E
SN
040'40'20'
SCALE: 1" = 40'
NORTH 12TH STREET
BLOCK 2
1
BLOCK 1
2
1
AD
A
R
A
A
V
E
N
U
E
N. 12TH St.
4
EP
EP
EP
EP
EP
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
SS SS
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W 8''W 8''W 8''W 8''W
(
1
2
'
'
S
D
(1
2
'
'
S
S
(1
2
'
'
S
S
(12''SS (12''SS (12''SS (12''SS (12''SS
10
'
'
S
S
)
10
'
'
S
S
)
8'
'
P
S
8'
'
P
S
8'
'
P
S
8''PS 8''PS 8''PS 8''PS 8''PS
(1
0
'
'
S
S
(1
0
'
'
S
S
2
4
4
2
8
8
3
3
4
4
SSMH #4
EX. SSMH #4
SSMH #5
SDMH #2
CB #2
CB #3B
1
56
7
6
86-LF OF 12"
S.D. AT 0.22%
37-LF OF 12"
S.D. AT 0.22%
1
23 3
234
BLOCK 1
1
BLOCK 2
EXISTING ELECTRICAL BOX.
RETAIN & PROTECT
EXISTING SSMH TO BE REMOVED
PRIOR TO CONSTRUCTION.
1
25
2
4
4+400+00 1+00 2+00 3+00 4+00
TBC: 55.70
TBC: 55.70TBC: 54.74
TBC: 54.74
TBC: 53.90
TBC: 53.60
TBC: 54.90
TBC: 55.13
TBC: 55.77
TBC/LP: 55.50
TBC: 54.90 TBC: 55.13
TBC: 55.50
TBC: 53.90
TBC: 53.60
TBC: 53.50
TBC/HP: 53.76
TBC: 53.50
TBC/LP: 53.30
TBC/LP: 53.18
TBC/HP: 55.02
TBC/HP: 56.00
5
3
3
MOUNTABLE VERTICAL CURB
PER DETAIL 4/D-2
15' P.U.E. (TYP.)
1
52
CB #3C
STA: 0+49 (ADARA AVE (ENTRY))
STA: 2+14.81 (ALIGNMENT A)
14
BLOCK 3
27
1 15' P.U.E. (TYP.)
5
ADARA AVENUE
PA
R
K
V
I
E
W
L
A
N
E
AD
A
R
A
AV
E
N
U
E
N.
1
2
T
H
W
.
4844
4846
4848
4850
4852
4854
4856
4858
4860
4844
4846
4848
4850
4852
4854
4856
4858
4860
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
0+00 1+00 2+00 3+00 4+00 4+40
8" E INV OUT=4846.22
EX. SSMH #4
STA=3+65.39, 51.94' L
RIM=4853.47
268-LF OF 8" PVC @ 0.47%
10" S INV IN=4837.66
10" N INV IN=4837.66
12" W INV OUT=4837.39
SSMH #4
STA=3+83.60, 20.56' R
RIM=4855.2012" E INV IN=4836.65
12" S INV OUT=4836.55
SSMH #5
STA=0+49, 20.56' R
RIM=4853.70
275-LF OF 8" WATERLINE
91-LF OF 8" WATERLINE
PT STA=0+98.50
EL=4853.90
STA=3+34.05
EL=4854.90
PC STA=3+39.05
EL=4855.13
PT
S
T
A
=
3
+
6
9
.
0
5
EL
=
4
8
5
5
.
5
0
PC
S
T
A
=
0
+
6
8
.
5
0
EL
=
4
8
5
3
.
6
0
PC
S
T
A
=
0
+
6
8
.
5
0
EL
=
4
8
5
3
.
6
0
PT STA=0+98.50
EL=4854.00
STA=3+34.59
EL=4854.90
PC STA=3+39.59
EL=4855.13
PT
S
T
A
=
3
+
6
9
.
5
9
EL
=
4
8
5
5
.
7
7
0.64%
AL=47.13
0.42%
0.78%
AL=47.26
TRANSITION FROM ROLLED
CURB TO HIGH BACK CURB
TRANSITION FROM ROLLED
CURB TO HIGH BACK CURB
0.64%
AL=47.13
0.42%
1.36%
AL=47.00
PROPOSED TBC LEFT
EXISTING GRADE AT ALIGNMENT CL
PROPOSED TBC RIGHT
EXISTING GRADE AT ALIGNMENT CL
PC STA=1+03
EL=4854.95
PT STA=1+13
EL=4854.74
PROPOSED TBC
CENTER ISLAND 0.44%
PC STA=3+29.34
EL=4855.70 PT
S
T
A
=
3
+
3
9
.
3
4
EL
=
4
8
5
5
.
9
4
-1.44%
AL=15.71
1.54%
AL=15.77
PROPOSED TBC
CENTER ISLAND 0.44%
308-LF OF 8" PRESSU
R
E
S
E
W
E
R
20-LF OF 8" PRESSURE SEWER
20-LF OF 8" PRESSURE SEWER
6'
M
I
N
.
BU
R
Y
335-LF OF 12" PVC @ 0.22%
TO BE REMOVED
18
"
M
I
N
.
S
E
P
A
R
A
T
I
O
N
8"
W
A
T
E
R
L
I
N
E
B
T
M
=
4
8
4
6
.
9
0
8"
P
R
E
S
S
U
R
E
S
E
W
E
R
T
O
P
=
4
8
4
5
.
4
0
4844
4846
4848
4850
4852
4854
4856
4844
4846
4848
4850
4852
4854
4856
0+00 1+00 2+00 3+00 4+00 4+20
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
PROPOSED
LEFT TBC
EXISTING
GRADE @ CL
96-LF OF 8"
WATERLINE
52-LF OF 8" WATERLINE
54-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
8-IN GATE VALVE
STA=1+86.33, 11.00' L
8-IN GATE VALVE
STA=1+96.34, 11.00' L
IN
S
T
A
L
L
F
H
ST
A
=
2
+
9
2
.
2
9
PT
S
T
A
=
0
+
8
7
.
7
1
EL
=
4
8
5
3
.
3
0
ST
A
=
1
+
4
9
.
8
1
EL
=
4
8
5
3
.
6
0
ST
A
=
1
+
7
9
.
8
1
EL
=
4
8
5
3
.
9
0
PC STA=2+01.14
EL=4854.74
PT STA=2+11.14
EL=4854.97
ST
A
=
2
+
1
4
.
8
4
EL
=
4
8
5
5
.
0
2
PC STA=2+18.54
EL=4854.97
PT STA=2+28.54
EL=4854.74
PC
S
T
A
=
2
+
4
9
.
8
7
EL
=
4
8
5
3
.
9
0
PT
S
T
A
=
2
+
7
9
.
8
7
EL
=
4
8
5
3
.
6
0
PC
S
T
A
=
3
+
3
9
.
0
1
EL
=
4
8
5
3
.
3
0
PT
S
T
A
=
4
+
1
2
.
5
1
EL
=
4
8
5
3
.
8
0
-0.43%
AL=115.78
0.48%0.64%
AL=47.13
-0.64%
AL=47.13
-0.51%0.43%
AL=114.97
107-LF OF 8" WATERLINE
57-LF OF 8" WATERLINE
23-LF OF 8"
WATERLINE
PC STA=0+14.21
EL=4853.80
INSTALL FH
STA=0+20.86
W INV OUT=4850.03
CB #3
STA=0+87.71, 18.25' L
GRATE=4853.05
PC
S
T
A
=
0
+
5
3
.
2
0
EL
=
4
8
5
3
.
7
0
PT
S
T
A
=
0
+
8
5
.
7
0
EL
=
4
8
5
3
.
2
0
ST
A
=
1
+
4
9
.
8
4
EL
=
4
8
5
3
.
5
0
HP
S
T
A
=
2
+
1
4
.
8
1
EL
=
4
8
5
3
.
7
6
ST
A
=
2
+
7
9
.
8
7
EL
=
4
8
5
3
.
5
0
PC
S
T
A
=
3
+
4
1
EL
=
4
8
5
3
.
2
0
PT STA=3+73.49
EL=4853.80
E INV IN=4849.95
W INV OUT=4849.85
CB #3A
STA=0+85.70, 18.25' R
GRATE=4852.95 4-LF OF 24" PVC @ 4.14%
W INV OUT=4850.05
CB #3B
STA=3+39.01, 18.25' L
GRATE=4853.05
E INV IN=4849.97
N INV OUT=4849.87
CB #3C
STA=3+41, 18.25' R
GRATE=4852.95
86-LF OF 12" PVC @ 0.22%
-0.98%
AL=51.20
0.47%0.40%-0.40%-0.49%1.18%
AL=50.84
12" E INV IN=4836.65
12" S INV OUT=4836.55
SSMH #5
STA=2+35.37, 0.00' L
RIM=4853.70
8" NW INV OUT=4844.13
SSMH #22
STA=0+83.48, 0.00'
RIM=4853.30
8" SE INV IN=4843.85
8" W INV OUT=4843.75
SSMH #23
STA=0+33.69, 50.00' R
RIM=4853.90
12" N INV IN=4836.25
12" SW INV OUT=4836.15
SSMH #6
STA=3+70.22, 0.00'
RIM=4853.30
12" NE INV IN=4836.08
12" W INV OUT=4835.98
SSMH #7
STA=3+92.80, 22.43' R
RIM=4853.50
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
5-LF OF 8" WATERLINE
PROPOSED
TBC RIGHT
EXISTING GRADE
AT ALIGNMENT CL
12" E INV IN=4849.84
24" S INV OUT=4848.86
SDMH #3
STA=0+85.68, 24.25' R
RIM=4853.20
SUMP=4847.86
165-LF OF 24" PERFORATED PIPE
135-LF OF 12" PVC @ 0.22%
71-LF OF 8" PVC
@ 0.40%
20-LF OF 8" PRESSURE SEWER
99-LF OF 8" PRESSURE SEWER
68-LF OF 8" PRESSURE SEWER
32-LF OF 12" PVC @ 0.22%
6'
M
I
N
.
B
U
R
Y
8'
'
W
8'
'
W
8''W8''W8''W8''W
8''W
8'
'
W
8'
'
W
(12''SD
(8
'
'
S
S
(1
2
'
'
S
S
(12''SS(12''SS
(8''
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
8'
'
P
S
8'
'
P
S
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8'
'
P
S
8'
'
P
S
8'
'
P
S
SSMH #23
SSMH #7
CB #3C
CB #3B
SSMH #6
CB #3
CB #3A
SSMH #22 SSMH #5
86-LF OF 12" S.D. AT 0.22%
37-LF OF 12" S.D. AT 0.22%
6-LF OF 12" S.D. AT 0.22%
37-LF OF 12"
S.D. AT 0.22%
0+00 1+00 2+00 3+00 4+00 4+20
4
BLOCK 1
1
BLOCK 2
2
3
5
14
BLOCK 3
27 1
65
1
7
7
4
5
TBC: 53.90
TBC: 53.60
TBC: 53.90
TBC: 53.60
TBC: 53.50
TBC/HP: 53.76 TBC: 53.50
TBC/LP: 53.30
TBC/LP: 53.20
TBC/HP: 55.02
5
3
1
1
TBC: 53.80 TBC: 53.80
TBC: 53.70
TBC: 53.80
TBC/LP: 53.30
TBC/LP: 53.20
1
1 2
5
2
5
1
2
5
7
7
3
3
3
2
3
STA: 2+14.81 (ALIGNMENT A)
STA: 0+49 (ADARA AVE (ENTRY))
ADARA AVENUE
PARKVIEW LANE
AD
A
R
A
A
V
E
N
U
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9
9
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S
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SCALE: 1" = 40'
11
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)
3
5
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AA
R
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R
I
C
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A
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A
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A
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E
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23
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5
5
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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
ADARA AVENUE (ENTRY)ALIGNMENT A: ADAR Ave & PARKVIEW Ln SPLIT
CONNECT TO EXISTING WATER
MAIN WITH 8"x8" TEE
INV: XXXX.XX (FIELD VERIFY)
SAW-CUT LINE. SEE 12TH N. PLAN & PROFILE
2
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
8'
'
W
8'
'
W
8'
'
W
(12''SS
8'
'
S
S
)
8'
'
S
S
)
(1
2
'
'
S
S
12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)12''SS)
8'
'
P
S
8''PS
18
'
'
S
S
)
18
'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
12''SS)12''SS)
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
TBC/HP: 50.81
TBC/LP: 50.50 TBC/HP: 51.82 TBC/LP: 51.18
TBC/HP: 52.14
TBC: 51.50
TBC/LP: 51.10
TBC/LP: 51.10
TBC: 51.50
TBC: 51.50
TBC: 51.81
TBC: 51.81
TBC/LP: 51.50TBC/HP: 52.14TBC/LP: 51.18TBC/HP: 51.82TBC/LP: 50.50
TBC: 51.20
TBC/HP: 51.20
TBC: 50.70
3
3
DROP SSMH #10SSMH #12SSMH #13SSMH #14
SDMH #20
SDMH #5
CB #20A
CB #5A
SDMH #21
CB #21
CB #21A
CB #20
CB #5
SDMH #22
CB #22
CB #22A
5
6
4
4 5
7
1
2 2 2 2 2
222222
2
2
3 3
3
3
3
1 1 1
24
37-LF OF 12" S.D. AT 0.22%
11 10 9 8 7 6 5 4 3 2 1
11 10 9 8 7 6 5 4 3 2 1 13
18
BLOCK 1
3 3 3 3 3
33A333A
3
3
1
5
2
1
2
5
37-LF OF 12" S.D. AT 0.22%5
6 7
5
1
25
10' MIN.
10' MIN. SEPARATION POTABLE
& NON-POTABLE WATER (TYP.)
44-LF OF 12" S.D. AT 0.22%
5
6
43-LF OF 12" S.D. AT 0.22%
44-LF OF 12"
S.D. AT 0.22%
4 4
4
43-LF OF 12"
S.D. AT 0.22%
5
6
5
PARKVIEW LANE
TA
G
G
A
R
T
D
R
I
V
E
RI
M
R
O
C
K
RO
A
D
STA: 1+79 (PARKVIEW LN)
STA: 10+86 (TAGGART DR)
STA: 11+57.32 (PARKVIEW LN)
STA: 10+86 (RIMROCK RD)
9
5
CAP FOR FUTURE
EXPANSION. SEE
PROFILE FOR INVERT
10' MIN.
9
9
4822
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4822
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+20
PT
S
T
A
=
1
2
+
0
9
.
3
1
EL
=
4
8
5
1
.
5
0
PC
S
T
A
=
1
1
+
7
6
.
8
1
EL
=
4
8
5
1
.
8
0
PT
S
T
A
=
1
1
+
3
7
.
8
1
EL
=
4
8
5
1
.
8
0
PC
S
T
A
=
1
1
+
0
5
.
3
1
EL
=
4
8
5
1
.
5
0
HP
S
T
A
=
9
+
4
8
.
2
7
EL
=
4
8
5
2
.
1
4
ST
A
=
7
+
0
8
.
1
5
EL
=
4
8
5
1
.
1
8
HP STA=5+48.06
EL=4851.82
PT
S
T
A
=
2
+
3
0
.
9
0
EL
=
4
8
5
0
.
5
0
PC
S
T
A
=
1
+
9
8
.
4
0
EL
=
4
8
5
1
.
2
0
S INV OUT=4848.25
CB #5A
STA=12+09.31, 18.25' L
GRATE=4851.25
PT
S
T
A
=
1
2
+
0
9
.
3
3
EL
=
4
8
5
1
.
5
0
PC
S
T
A
=
1
1
+
7
6
.
8
3
EL
=
4
8
5
1
.
1
0
NE INV OUT=4847.85
CB #5
STA=11+75.58, 52.01' R
GRATE=4850.85
12" N INV IN=4848.15
12" SW INV IN=4847.76
24" E INV OUT=4846.76
SDMH #5
STA=12+09.31, 25.50' R
RIM=4851.50
SUMP=4845.76
PT
S
T
A
=
1
1
+
3
7
.
8
3
EL
=
4
8
5
1
.
1
0
PC
S
T
A
=
1
1
+
0
5
.
3
3
EL
=
4
8
5
1
.
5
0
HP
S
T
A
=
9
+
4
8
.
2
7
EL
=
4
8
5
2
.
1
4
ST
A
=
7
+
0
8
.
2
0
EL
=
4
8
5
1
.
1
8
HP
S
T
A
=
5
+
4
8
.
0
6
EL
=
4
8
5
1
.
8
2
PT
S
T
A
=
2
+
3
1
.
1
1
EL
=
4
8
5
0
.
5
0
PC
S
T
A
=
1
+
9
8
.
6
1
EL
=
4
8
5
0
.
8
1
NW INV OUT=4847.85
CB #20
STA=11+39.08, 51.99' R
GRATE=4850.85
12" SE INV IN=4847.76
12" N INV IN=4848.15
24" W INV OUT=4846.76
SDMH #20
STA=11+05.32, 25.50' R
RIM=4851.50
SUMP=4845.76
43-LF OF 12"
PVC @ 0.22%
43-LF OF 12"
PVC @ 0.22%
S INV OUT=4848.25
CB #20A
STA=11+05.31, 18.25' L
GRATE=4851.25
IN
S
T
A
L
L
F
H
ST
A
=
8
+
6
8
.
2
4
IN
S
T
A
L
L
F
H
ST
A
=
5
+
4
7
.
9
9
358-LF OF 8" WATERLINE
160-LF OF 8" WATERLINE 160-LF OF 8" WATERLINE 295-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
S INV OUT=4847.93
CB #21A
STA=7+08.15, 18.25' L
GRATE=4850.93
N INV IN=4847.85
S INV OUT=4847.75
CB #21
STA=7+08.20, 18.25' R
GRATE=4850.93
12" N INV IN=4847.73
24" E INV OUT=4846.73
SDMH #21
STA=7+08.20, 25.50' R
RIM=4851.20
SUMP=4845.73
8-IN GATE VALVE
STA=11+63.31, 11.00' L
-1.37%
AL=50.9
8
0.42%-0.40%0.40%-0.41%0.60%
AL=51.06
-0.60%
AL=51.06
S INV OUT=4847.25
CB #22A
STA=2+30.90, 18.25' L
GRATE=4850.25
N INV IN=4847.17
S INV OUT=4847.07
CB #22
STA=2+31.11, 18.25' R
GRATE=4850.25
12" N INV IN=4847.05
24" E INV OUT=4846.05
SDMH #22
STA=2+31.10, 25.50' R
RIM=4850.50
SUMP=4845.06
-0.60%
AL=51.12
0.42%-0.40%0.40%-0.41%
-0.78%
AL=51.05
0.78%
AL=51.06
12" W INV IN=4826.94
12" E INV IN=4833.34
8" N INV IN=4833.64
18" S INV OUT=4826.34
DROP SSMH #10
STA=11+57.32, 0.02' R
RIM=4851.80
12" W INV IN=4827.76
12" E INV OUT=4827.66
SSMH #12
STA=8+31.21, 0.00' R
RIM=4851.70
12" W INV IN=4828.58
12" E INV OUT=4828.48
SSMH #13
STA=5+05.11, 0.00' R
RIM=4851.70
8" N INV IN=4829.73
12" S INV IN=4829.40
12" W INV IN=4829.40
12" E INV OUT=4829.30
SSMH #14
STA=1+79, 0.00' R
RIM=4851.00
277-LF OF 8" WATERLINE
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
0.42%
0.42%
PROPOSED TBC LEFT
EXISTING GRADE AT ALIGNMENT CL
PROPOSED TBC RIGHT
EXISTING GRADE AT ALIGNMENT CL
95-LF OF 24" PERFORATED PIPE
115-LF OF 24" PEFORATED PIPE
100-LF OF 24" PERFORATED PIPE
174-LF OF 12" PVC @ 0.22%
326-LF OF 12" PVC @ 0.22%
326-LF OF 12" PVC @ 0.22%
326-LF OF 12" PVC @ 0.22%
361-LF OF 12" PVC @ 0.22%
10-LF OF 8" PRESSURE SEWER
1082-LF OF 8" PRESSURE SEWER
CAP 12" SANITARY SEWER
LINE FOR FUTURE EXPANSION
INV= 4829.78
SEE MATCH SHEET
FOR ADDITIONAL
INFORMATION
6'
M
I
N
.
B
U
R
Y
6'
M
I
N
.
B
U
R
Y
(DROP INV=4826.94)
(DROP INV=4827.27)
18
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SCALE: 1" = 40'
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5
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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
PARKVIEW LANE
STA: 0+00 TO 12+20
MA
T
C
H
L
I
N
E
ST
A
:
1
2
+
2
0
2
6
1
2
5
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
8'
'
W
8'
'
W
(
1
2
'
'
S
D
(12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS (12''SS
(1
2
'
'
S
S
8'
'
P
S
8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS 8''PS
8''P
S
8'
'
P
S
18
'
'
S
S
)
18
'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+20
TBC/LP: 51.10
TBC: 51.50
TBC: 51.50
TBC: 51.81
SSMH #7
SSMH #6
SSMH #8 SSMH #9
CB #3C
CB #3B
SDMH #4
CB #4
CB #4A
SDMH #5
CB #5A
CB #5
13
18
BLOCK 1
BLOCK 3
44-LF OF 12"
S.D. AT 0.22%
4
4
43-LF OF 12"
S.D. AT 0.22%
5
6
5
PARKVIEW LANE
8
BLOCK 1
7 6
5
91011121314151617
12 11 10 9 8 7 6 5 4 3 2 1
BLOCK 3
TBC/HP: 53.50
TBC/HP: 53.50 TBC/LP: 52.50
TBC/LP: 52.50
TBC/HP: 53.80
TBC/HP: 53.80
TBC/LP: 53.20
TBC: 53.30
2
2 2 2 2 2 2 2 2
2 2 2 2 2 2
3 3 3 3 3 3 3
333A3333A
1
2
5
3
3
1 1
5
37-LF OF 12" S.D. AT 0.22%
5
7
15' P.U.E. (TYP.)
15' P.U.E. (TYP.)
1
2
5
1
2
5
7
1
1
86-LF OF 12" S.D. AT 0.22%
5
RI
M
R
O
C
K
RO
A
D
3 3A
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4840
4842
4844
4846
4848
4850
4852
4854
4856
12+20 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+20
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
12" E INV IN=4834.23
12" W INV OUT=4834.13
SSMH #8
STA=15+18.43, 0.00' R
RIM=4852.80 12" E INV IN=4835.12
12" W INV OUT=4835.02
SSMH #9
STA=18+79.54, 0.00' R
RIM=4852.70
12" NE INV IN=4836.08
12" W INV OUT=4835.98
SSMH #7
STA=22+71.87, 0.00' R
RIM=4853.50
12" N INV IN=4836.25
12" SW INV OUT=4836.15
SSMH #6
STA=22+94.44, 22.43' L
RIM=4853.30
54-LF OF 8" WATERLINE
182-LF OF 8" WATERLINE159-LF OF 8" WATERLINE161-LF OF 8" WATERLINE320-LF OF 8" WATERLINE
277-LF OF 8" WATERLINE
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
S INV OUT=4849.25
CB #4A
STA=19+25.87, 18.25' L
GRATE=4852.25
N INV IN=4849.17
S INV OUT=4849.07
CB #4
STA=19+27.12, 18.25' R
GRATE=4852.25
12" N INV IN=4849.05
24" E INV OUT=4848.05
SDMH #4
STA=19+27.12, 25.50' R
RIM=4852.49
SUMP=4847.05
IN
S
T
A
L
L
F
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ST
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2
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5
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4
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0
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2
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2
.
6
4
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4
8
5
3
.
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0
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=
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9
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2
5
.
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8
5
2
.
5
0
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S
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A
=
1
6
+
8
5
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4
8
5
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5
0
PT
S
T
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=
2
3
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1
4
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5
3
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3
0
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S
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2
2
+
4
0
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6
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4
8
5
3
.
8
0
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9
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4
8
5
2
.
5
0
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S
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4
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5
3
.
5
0
0.42%
-0.41%0.41%
-0.43%
AL=114.97
0.42%
-0.42%0.41%
-1.18%
AL=50.84
195-LF OF 24" PERFORATED PIPE
PROPOSED TBC LEFT
EXISTING GRADE AT ALIGNMENT CL
361-LF OF 12" PVC @ 0.22%
361-LF OF 12" PVC @ 0.22%
392-LF OF 12" PVC @ 0.22%
32-LF OF 12" PVC @ 0.22%
1082-LF OF 8" PRESSURE SEWER
68-LF OF 8" PRESSURE SEWER
6'
M
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.
B
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6'
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.
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
W E
S
N
040'40'20'
SCALE: 1" = 40'
MA
T
C
H
L
I
N
E
ST
A
:
1
2
+
2
0
PARKVIEW LANE
STA: 12+20 TO 23+20
9
9
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8'
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8'
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8'
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W
8'
'
W
8'
'
W
8'
'
W
8'
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W
8'
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8'
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8'
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8'
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(8''SS
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S
)
8'
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S
S
)
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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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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'
'
S
S
)
8'
'
S
S
)
(12''SD
13 14 15 16 17 18 19 20 21 22 23
21225
6
141
BLOCK 7 BLOCK 6 BLOCK 6
BLOCK 8
6
7
8
TBC: 50.11
TBC/LP: 49.80
TBC: 50.10
TBC: 49.76 TBC/LP: 49.67
TBC: 49.98
TBC/HP: 50.86
TBC/HP: 50.80
TBC/LP: 50.70
TBC: 51.06
TBC: 50.86
TBC/LP: 50.46
TBC/LP: 50.46
TBC/HP: 51.80
TBC/HP: 52.00
TBC/LP: 51.60
TBC: 51.80
TBC: 51.40TBC: 51.40
TBC: 52.60
TBC: 52.80
TBC/HP: 52.91
TBC: 52.89
TBC: 52.90
TBC: 53.21
TBC/HP: 53.11
TBC: 53.20
DROP SSMH #26SSMH #27SSMH #28SSMH #15
SDMH #19
CB #19
SDMH #17
CB #17B
CB #17
CB #17A
SDMH #15
SDMH #16
CB #15
CB #15A
CB #16
7
6
5
4
5
6 7
4
1
2
39-LF OF 12" S.D. AT 0.22%
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
STA: 0+49 (ADARA AVE)
STA: 7+22.22 (TAGGART DR)
2 4
1
2
5
33A
3A 3 3 3 3 3
2 2333 3
22222
2
2
3
3
3
3
3
3 3
3
3
4 4
1
5
70-LF OF 12" S.D. AT 0.22%
6
5
5
7
37-LF OF 12" S.D. AT 0.22%
1
2
54
2
ADARA AVENUE
YU
K
O
N
W
A
Y
CA
S
C
A
D
E
C
O
U
R
T
ME
A
D
O
W
B
R
O
C
K
L
n
STA: 3+67 (ADARA AVE)
STA: 7+01 (YUKON WAY)
STA: 6+99.25 (ADARA AVE)
STA: 3+55.40 (CASCADE CT)
STA: 10+28 (ADARA AVE)
STA: 7+24.34 (RIMROCK RD)
4
2
4 4
5
6 7
1
7
1
2
5
1 1
4 4
1
RI
M
R
O
C
K
R
O
A
D
TBC: 53.43
44
6
2
1
2
5
15
9
9
5
TBC/LP: 49.703
4822
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4822
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4842
4844
4846
4848
4850
4852
4854
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
332-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
324-LF OF 8" WATERLINE
283-LF OF 8" WATERLINE
44-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
313-LF OF 8" WATERLINE
8" E INV IN=4839.19
8" W INV IN=4835.19
8" N INV IN=4835.19
8" S INV OUT=4835.09
DROP SSMH #26
STA=10+28, 0.00'
RIM=4853.30
8" W INV IN=4836.60
8" N INV IN=4836.60
8" E INV OUT=4836.50
SSMH #27
STA=6+99.25, 0.00'
RIM=4851.70
8" W INV IN=4838.03
8" N INV IN=4838.03
8" E INV OUT=4837.93
SSMH #28
STA=3+67, 0.00' R
RIM=4850.80
8" N INV IN=4831.29
8" S INV OUT=4831.19
SSMH #15
STA=0+49, 0.00'
RIM=4849.90
IN
S
T
A
L
L
F
H
ST
A
=
4
+
2
2
.
1
8
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
S INV OUT=4848.35
CB #19
STA=7+38.83, 18.25' R
GRATE=4851.35
12" N INV IN=4848.33
24" E INV OUT=4847.33
SDMH #19
STA=7+38.83, 25.44' R
RIM=4851.60
SUMP=4846.33
ST
A
=
7
+
3
8
.
8
3
EL
=
4
8
5
1
.
6
0
PC
S
T
A
=
9
+
7
6
.
1
2
EL
=
4
8
5
2
.
6
0
PT
S
T
A
=
1
0
+
0
8
.
6
2
EL
=
4
8
5
2
.
9
0
PC
S
T
A
=
1
0
+
4
7
.
6
2
EL
=
4
8
5
2
.
8
9
PT
S
T
A
=
1
0
+
8
0
.
1
2
EL
=
4
8
5
3
.
2
0
ST
A
=
6
+
4
7
.
1
3
EL
=
4
8
5
2
.
0
0
ST
A
=
4
+
1
8
.
7
8
EL
=
4
8
5
1
.
0
6
ST
A
=
3
+
3
8
.
3
5
EL
=
4
8
5
0
.
7
0
HP
S
T
A
=
3
+
1
4
.
7
8
EL
=
4
8
5
0
.
8
0
PT STA=1+01.22
EL=4849.80PC
S
T
A
=
0
+
6
8
.
7
2
EL
=
4
8
5
0
.
1
1
PC
S
T
A
=
0
+
6
8
.
2
8
EL
=
4
8
4
9
.
6
7
PT
S
T
A
=
1
+
0
0
.
7
8
EL
=
4
8
4
9
.
9
8
PC
S
T
A
=
3
+
1
4
.
7
8
EL
=
4
8
5
0
.
8
6
PT
S
T
A
=
3
+
4
7
.
2
8
EL
=
4
8
5
0
.
4
6
PC
S
T
A
=
3
+
8
6
.
2
8
EL
=
4
8
5
0
.
4
6
PT STA=4+18.78
EL=4850.86
PC
S
T
A
=
6
+
4
7
.
1
3
EL
=
4
8
5
1
.
8
0
PT
S
T
A
=
6
+
7
9
.
6
3
EL
=
4
8
5
1
.
4
0
PC
S
T
A
=
7
+
1
8
.
6
3
EL
=
4
8
5
1
.
4
0
PT
S
T
A
=
7
+
5
1
.
1
3
EL
=
4
8
5
1
.
8
0
PC
S
T
A
=
9
+
7
5
.
8
8
EL
=
4
8
5
2
.
8
0
PT
S
T
A
=
1
0
+
0
8
.
3
8
EL
=
4
8
5
3
.
1
1
PC
S
T
A
=
1
0
+
4
7
.
3
8
EL
=
4
8
5
2
.
9
0
PT
S
T
A
=
1
0
+
7
9
.
8
8
EL
=
4
8
5
3
.
2
1
N INV OUT=4847.45
CB #17B
STA=3+38.35, 18.25' R
GRATE=4850.45
W INV OUT=4847.21
CB #17A
STA=3+85.03, 51.86' L
GRATE=4850.21
37-LF OF 12" PVC @ 0.22%
E INV IN=4847.13
W INV OUT=4847.03
CB #17
STA=3+48.53, 52.14' L
GRATE=4850.21
12" E INV IN=4847.01
12" S INV IN=4847.30
24" N INV OUT=4846.01
SDMH #17
STA=3+41.28, 52.11' L
RIM=4850.46
SUMP=4845.01
W INV OUT=4846.42
CB #15A
STA=0+67.03, 51.86' L
GRATE=4849.42
S INV OUT=4846.55
CB #16
STA=1+01.22, 18.25' R
GRATE=4849.55
12" N INV IN=4846.53
24" E INV OUT=4845.53
SDMH #16
STA=1+01.22, 25.43' R
RIM=4849.80
SUMP=4844.53
5-LF OF 24" PVC @ 0.22%
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET X/C-X
-0.60%
AL=51.19
0.47%
-0.42%0.45%
0.41%-0.44%0.42%
0.60%
AL=51.98
0.60%
AL=51.13
0.60%
AL=50.91
0.41%-0.78%
AL=51.19
0.79%
AL=50.91
0.41%-0.78%
AL=51.13
0.78%
AL=50.98
0.44%
0.60%
AL=51.13
0.60%
AL=50.98
0.51%
0.40%
PROPOSED TBC LEFT
EXISTING GRADE AT ALIGNMENT CL
PROPOSED TBC RIGHT
EXISTING GRADE AT ALIGNMENT CL
115-LF OF 24" PERFORATED PIPE
50-LF OF 24"
PERFORATED PIPE
172-LF OF
8
"
P
V
C
@
1
.
8
0
%
8" E INV OUT=4841.12
SSMH #29
STA=1+95.10, 0.00'
RIM=4850.30
332-LF OF 8" PVC @ 0.40%
329-LF OF 8" PVC @ 0.40%
6'
M
I
N
.
B
U
R
Y
6'
M
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N
.
B
U
R
Y
18
"
M
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.
SE
P
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R
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T
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(DROP INV=4835.19)
14
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SCALE: 1" = 40'
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KEYMAP
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
ADARA AVENUE
STA: 0+00 TO 11+00
MA
T
C
H
L
I
N
E
ST
A
:
1
1
+
0
0
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
HP
S
T
A
=
1
1
+
3
7
.
0
8
EL
=
4
8
5
3
.
5
0
ST
A
=
1
3
+
6
0
.
9
3
EL
=
4
8
5
2
.
5
6
HP
S
T
A
=
1
7
+
2
0
.
9
0
EL
=
4
8
5
4
.
0
0
ST
A
=
1
9
+
2
0
.
9
1
EL
=
4
8
5
3
.
0
0
PC
S
T
A
=
2
1
+
1
3
.
1
8
EL
=
4
8
5
3
.
8
0
PT
S
T
A
=
2
1
+
8
6
.
6
8
EL
=
4
8
5
3
.
3
0
IN
S
T
A
L
L
F
H
ST
A
=
2
1
+
5
5
.
7
6
-0.42%0.40%-0.50%0.42%-0.43%
AL=115.78
57-LF OF 8"
WATERLINE
23-LF OF 8"
WATERLINE
361-LF OF 8" WATERLINE390-LF OF 8" WATERLINE332-LF OF 8" WATERLINE
8" NW INV OUT=4844.13
SSMH #22
STA=21+67.19, 50.00' R
RIM=4853.30
8" SE INV IN=4843.85
8" W INV OUT=4843.75
SSMH #23
STA=21+17.41, 0.00'
RIM=4853.90
8" E INV IN=4842.29
8" W INV OUT=4842.19
SSMH #24
STA=17+51.45, 0.00' L
RIM=4853.90
8" E INV IN=4840.74
8" W INV OUT=4840.64
SSMH #25
STA=13+89.73, 0.00' L
RIM=4852.80
SE INV OUT=4849.75
CB #6A
STA=19+20.91, 18.25' L
GRATE=4852.75
54-LF OF 12" PVC @ 0.22%
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
12" N INV IN=4849.51
24" E INV OUT=4848.51
SDMH #6
STA=19+60.90, 25.44' R
RIM=4853.00
SUMP=4847.51
NW INV IN=4849.63
S INV OUT=4849.53
CB #6
STA=19+60.90, 18.25' R
GRATE=4852.75
ST
A
=
1
9
+
6
0
.
9
0
EL
=
4
8
5
3
.
0
0
PC
S
T
A
=
2
1
+
1
5
.
1
9
EL
=
4
8
5
3
.
7
0
PT STA=21+47.68
EL=4853.20HP
S
T
A
=
1
7
+
2
0
.
9
0
EL
=
4
8
5
4
.
0
0
ST
A
=
1
3
+
9
7
.
1
1
EL
=
4
8
5
2
.
7
0
HP
S
T
A
=
1
1
+
8
0
.
9
0
EL
=
4
8
5
3
.
6
0
ST
A
=
1
1
+
3
7
.
0
8
EL
=
4
8
5
3
.
4
3
ST
A
=
1
1
+
8
0
.
9
0
EL
=
4
8
5
3
.
3
2
0.40%-0.42%0.40%-0.42%0.45%-0.98%
AL=51.20
0.40%
IN
S
T
A
L
L
F
H
ST
A
=
1
7
+
6
0
.
9
2
IN
S
T
A
L
L
F
H
ST
A
=
1
3
+
7
0
.
8
7
SE INV OUT=4849.31
CB #7A
STA=13+60.93, 18.25' L
GRATE=4852.31
51-LF OF 12" PVC @ 0.22%
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
NW INV IN=4849.20
S INV OUT=4849.10
CB #7
STA=13+97.11, 18.25' R
GRATE=4852.45
12" N INV IN=4849.08
24" E INV OUT=4848.08
SDMH #7
STA=13+97.11, 25.43' R
RIM=4852.70
SUMP=4847.08
-0.40%0.51%
160-LF OF 24" PERORATED PIPE
5-LF OF 24" PVC @ 0.22%
110-LF OF 24" PERFORATED PIPE
5-LF OF 24" PVC @ 0.22%
PROPOSED TBC LEFT
EXISTING GRADE AT ALIGNMENT CL
71-LF OF 8" PVC @ 0.40%
366-LF OF 8" PVC @ 0.40%
362-LF OF 8" PVC @ 0.40%
362-LF OF 8" PVC @ 0.40%
6'
M
I
N
.
B
U
R
Y
6'
M
I
N
.
B
U
R
Y
18
"
M
I
N
.
SE
P
E
R
A
T
I
O
N
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8'
'
W
8'
'
W
8'
'
W
1
2
'
'
S
D
)
1
2
'
'
S
D
)
(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
(8''SS
TBC: 52.89
SSMH #24 SSMH #23
SSMH #22
SSMH #25
SDMH #6
CB #3A
CB #3
CB #6
CB #6A
SDMH #7
CB #7
CB #7A
22+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
TBC: 53.43
17
BLOCK 5
TBC/HP: 53.60
TBC/HP: 53.50
TBC: 53.32
TBC/LP: 52.56
TBC/LP: 52.70
TBC/HP: 54.00
TBC/HP: 54.00
TBC/LP: 53.00
TBC/LP: 53.00
TBC/HP: 53.80
TBC/HP: 53.70
TBC/LP: 53.20 TBC/LP: 53.3022222
222222
2 2333A 3A 3 3 3
333333
3
1
1
1
5
6 7
51-LF OF 12" S.D. AT 0.22%
5
10' MIN.
1
2
5
1
2
5
10' MIN.10' MIN.
5
54-LF OF 12" S.D. AT 0.22%
5
6 7
5
1
2
5
7
7
1615 18 19 20 21 22 23 24 25 26 27
1
2
3456789101112131415
BLOCK 2
ADARA AVENUE
99
9
1
2
15
PP
-
7
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
W E
S
N
040'40'20'
SCALE: 1" = 40'
ADARA AVENUE
STA: 11+00 TO 22+00
MA
T
C
H
L
I
N
E
ST
A
:
1
1
+
0
0
8'
'
W
8'
'
W
8'
'
W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8'
'
W
8'
'
W
8'
'
W
(8
'
'
S
S
(1
2
'
'
S
S
8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)
8'
'
S
S
)
8''SS)8''SS)8''SS)8''SS)8''SS)
8'
'
S
S
)
12
'
'
S
S
)
8''PS
8'
'
P
S
8'
'
P
S
18''SS)18''SS)
(1
8
'
'
S
S
8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)15''SS0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+60
TBC: 52.29
TBC: 52.60
TBC: 52.60
TBC: 52.90
TBC/HP: 53.10
TBC: 52.52
TBC: 52.27 TBC: 52.01
TBC/LP: 51.70
TBC: 51.70
TBC/LP: 51.30
TBC: 51.90 TBC/LP: 51.50 TBC: 53.11
TBC: 52.90
TBC: 52.80
TBC: 52.60
TBC/HP: 52.91
TBC: 52.89
TBC: 53.20
TBC: 51.81
TBC: 51.81
TBC/LP: 51.50
TBC/LP: 51.50
TBC/LP: 51.10
TBC/LP: 51.10
TBC: 51.50TBC/LP: 51.50
TBC: 51.60
TBC: 51.60
4
DROP SSMH #26
SSMH #34
SSMH #33
SDMH #9
SDMH #8
SDMH #20
SDMH #5
CB #9
CB #8
CB #20A
CB #5A
CB #8A
CB #20
CB #5
1
OIL: 53.24
2 2 22
2 222
7
1
2
5
3
3
3
3
1
2
5
1
2
5
37-LF OF 12"
S.D. AT 0.22%5
67
18
6
5
5
4
10' MIN.
1
3 3 3 3 3
RIMROCK ROAD
1
OPEN
SPACE
BLOCK 6 19 20 211716 23 1
12
OPEN
SPACE 1
18
17 16 15 15
13
14
OPEN
SPACE
1812
3
4
FE
R
R
I
S
L
n
AD
A
R
A
AV
E
N
U
E
PA
R
K
V
I
E
W
LA
N
E
PI
N
N
A
C
L
E
LA
N
E
BLOCK 9 BLOCK 2 BLOCK 3
BLOCK 5 BLOCK 4
BLOCK 1
15' P.U.E. (TYP.)
15' P.U.E. (TYP.)15' P.U.E. (TYP.)15' P.U.E. (TYP.)
15' P.U.E. (TYP.)15' P.U.E. (TYP.)
TBC: 53.21
4 4
4 4
1
2
6
1
2
5
3
STA: 7+24.37 (RIMROCK RD)
STA: 10+28 (ADARA AVE)STA: 2+36.52 (RIMROCK RD)
STA: 0+49 (FERRIS LN)
STA: 10+86 (RIMROCK RD)
STA: 11+57.32 (PARKVIEW LN)
2
6
1
43-LF OF 12" S.D. AT 0.22%
43-LF OF 12" S.D. AT 0.22%
44-LF OF 12" S.D. AT 0.22%
44-LF OF 12" S.D. AT 0.22%
4
4
4
4
5
5
6
5
8
OIL: 51.80
5
6
DROP SSMH #10
LIFT STATION
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4842
4844
4846
4848
4850
4852
4854
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+60
8" W INV IN=4838.02
8" S INV OUT=4837.92
SSMH #34
STA=0+67.30, 0.00' R
RIM=4853.10
63-LF OF 8" WATERLINE
376-LF OF 8" WATERLINE
361-LF OF 8" PVC @ 0.40%
8" N INV IN=4836.73
8" S INV OUT=4836.63
SSMH #33
STA=3+63.82, 0.00' R
RIM=4851.60
W INV OUT=4848.05
CB #8A
STA=2+84.64, 18.25' L
GRATE=4851.05
HP
S
T
A
=
0
+
3
1
.
8
0
EL
=
4
8
5
3
.
1
0
PR
C
S
T
A
=
0
+
8
5
.
8
0
EL
=
4
8
5
2
.
5
2
PT
S
T
A
=
1
+
2
4
.
7
6
EL
=
4
8
5
2
.
2
7
PC
S
T
A
=
1
+
8
8
.
6
8
EL
=
4
8
5
2
.
0
1
PT
S
T
A
=
2
+
2
1
.
1
4
EL
=
4
8
5
1
.
7
0
PC
S
T
A
=
2
+
5
2
.
1
4
EL
=
4
8
5
1
.
7
0
PT
S
T
A
=
2
+
8
4
.
6
4
EL
=
4
8
5
1
.
3
0
-0.42%
-0.77%
AL=75.27
-0.60%
AL=40.98 -0.60%
AL=50.94
-0.78%
AL=51.13
0.41%
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
-0.60%
AL=50.94
-0.57%0.41%
PC STA=0+86.62
EL=4852.60
PT STA=1+19.12
EL=4852.29
ST
A
=
1
+
8
8
.
6
8
EL
=
4
8
5
1
.
9
0
ST
A
=
2
+
8
4
.
6
4
EL
=
4
8
5
1
.
5
0
ST
A
=
2
+
3
6
.
4
7
EL
=
4
8
5
1
.
7
0
-0.42%-0.42%
N INV OUT=4848.45
CB #9
STA=2+22.39, 51.92' L
GRATE=4851.45
7-LF OF 12" PVC @ 0.22%
IN
S
T
A
L
L
F
H
ST
A
=
2
+
9
5
.
1
1
E INV IN=4847.97
W INV OUT=4847.87
CB #8
STA=2+84.64, 18.25' R
GRATE=4851.25
12" E INV IN=4847.85
24" N INV OUT=4846.85
SDMH #8
STA=2+84.65, 25.50' R
RIM=4851.50
SUMP=4845.85
5-LF OF 24" PVC @ 0.22%
PROPOSED TBC RIGHT
EXISTING GRADE AT ALIGNMENT CL
INSTALL FH
STA=6+70.82
IN
S
T
A
L
L
F
H
ST
A
=
1
0
+
3
2
.
4
2
PC STA=6+72.47
EL=4852.90 PT
S
T
A
=
7
+
0
4
.
9
7
EL
=
4
8
5
3
.
2
1
PC
S
T
A
=
7
+
4
3
.
9
7
EL
=
4
8
5
3
.
2
0
PT
S
T
A
=
7
+
7
6
.
4
7
EL
=
4
8
5
2
.
8
9
PC STA=10+34.01
EL=4851.81 PT
S
T
A
=
1
0
+
6
6
.
5
1
EL
=
4
8
5
1
.
5
0
PC
S
T
A
=
1
1
+
0
5
.
5
1
EL
=
4
8
5
1
.
5
0
PT
S
T
A
=
1
1
+
3
8
.
0
1
EL
=
4
8
5
1
.
1
0
ST
A
=
1
2
+
4
5
EL
=
4
8
5
1
.
6
0
0.60%
AL=50.98
-0.60%
AL=51.13
8" E INV IN=4839.19
8" W INV IN=4835.19
8" N INV IN=4835.19
8" S INV OUT=4835.09
DROP SSMH #26
STA=7+24.34, 0.00' R
RIM=4853.30
38-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
314-LF OF 8" WATERLINE
38-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
58-LF OF 8" WATERLINE
105-LF OF 8" WATERLINE
12" W INV IN=4826.94
12" E INV IN=4833.34
8" N INV IN=4833.64
18" S INV OUT=4826.34
DROP SSMH #10
STA=10+86.02, 0.00' R
RIM=4851.80
S INV OUT=4848.25
CB #5A
STA=10+67.76, 51.99' L
GRATE=4851.25
44-LF OF 12" PVC @ 0.22%
12" N INV IN=4848.15
12" SW INV IN=4847.76
24" E INV OUT=4846.76
SDMH #5
STA=11+11.51, 51.99' L
RIM=4851.50
SUMP=4845.76
43-LF OF 12" PVC @ 0.22%
NE INV OUT=4847.85
CB #5
STA=11+38.01, 18.25' L
GRATE=4850.85
NW INV OUT=4847.85
CB #20
STA=11+37.99, 18.25' R
GRATE=4850.85
43-LF OF 12" PVC @ 0.22%
12" SE INV IN=4847.76
12" N INV IN=4848.15
24" W INV OUT=4846.76
SDMH #20
STA=11+11.49, 52.00' R
RIM=4851.50
SUMP=4845.76
44-LF OF 12" PVC @ 0.22%
S INV OUT=4848.25
CB #20A
STA=10+67.74, 52.01' R
GRATE=4851.25
PC STA=6+72.22
EL=4853.11
PT STA=7+04.72
EL=4852.80
PC STA=7+43.72
EL=4852.60
PT STA=7+76.22
EL=4852.91
PC
S
T
A
=
1
0
+
3
3
.
9
9
EL
=
4
8
5
1
.
8
1
PT
S
T
A
=
1
0
+
6
6
.
4
9
EL
=
4
8
5
1
.
5
0
PC
S
T
A
=
1
1
+
0
5
.
4
9
EL
=
4
8
5
1
.
5
0
PT
S
T
A
=
1
1
+
3
7
.
9
9
EL
=
4
8
5
1
.
1
0
ST
A
=
1
2
+
4
4
.
9
9
EL
=
4
8
5
1
.
6
0
-0.60%
AL=51.13
0.60%
AL=50.98 -0.60%
AL=51.06
-0.78%
AL=51.05
-0.78%
AL=51.06
-0.60%
AL=51.05
-0.43%
-0.42%
0.47%
0.47%
160-LF OF 24" PERFORATED PIPE
PROPOSED TBC LEFT
EXISTING GRADE AT ALIGNMENT CL
142-LF OF 18" PVC @ 0.12%
18" N INV IN=4826.17
15" S INV IN=4826.52
18" W INV OUT=4826.07
SSMH #11
STA=12+28.48, 0.00' R
RIM=4851.50
297-LF OF 8" PVC @ 0.40%
362-LF OF 8" PVC @ 0.40%
79-LF OF 8" PRESSURE SEWER
67-LF OF 8" PRESSURE SEWER
10-LF OF 8" PRESSURE SEWER
6'
M
I
N
.
B
U
R
Y
6'
M
I
N
.
B
U
R
Y
(DROP INV=4835.19)
(DROP INV =4826.94)
(DROP INV=4827.27)
175-LF OF 8" WATERLINE
INSTALL FH
STA=12+43.46
12-LF OF 8" WATERLINE
PLUG & THRUST BLOCK 10'
BEYOND PROPERTY LINE
18
"
M
I
N
.
30-LF OF 15" PVC @ 0.15%
INV= 4826.56
16
PP
-
8
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5
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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
W
E
SN
040'40'20'
SCALE: 1" = 40'
RIMROCK ROAD
9
9
9
99
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4842
4844
4846
4848
4850
4852
4854
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 4+004+00
8" S INV OUT=4842.68
SSMH #32
STA=0+35.40, 0.00'
RIM=4851.90 320-LF OF
8
"
P
V
C
@
1
.
9
0
%
8" W INV IN=4836.60
8" N INV IN=4836.60
8" E INV OUT=4836.50
SSMH #27
STA=3+55.40, 0.00' L
RIM=4851.70
38-LF OF 8" WATERLINE
90-LF OF 8" WATERLINE
5-LF OF 8"
WATERLINE
175-LF OF 8" WATERLINE
PCC STA=0+25.97
EL=4852.20
PR
C
S
T
A
=
1
+
0
1
.
4
4
EL
=
4
8
5
1
.
5
8
PT
S
T
A
=
1
+
4
0
.
6
4
EL
=
4
8
5
1
.
3
2
ST
A
=
2
+
1
1
.
4
8
EL
=
4
8
5
1
.
0
0
PC STA=3+03.52
EL=4851.40
PT
S
T
A
=
3
+
3
6
.
0
2
EL
=
4
8
5
1
.
8
0
INSTALL FH
STA=3+01.90
IN
S
T
A
L
L
F
H
ST
A
=
0
+
2
3
.
0
5
-0.60%
AL=103.93
-0.61%
AL=42.79
-0.45%0.43%0.78%
AL=50.98
-0.65%
AL=104.45
-0.47%
AL=42.79
-0.45%0.44%0.78%
AL=51.13
PC
C
S
T
A
=
0
+
2
5
.
9
7
EL
=
4
8
5
2
.
2
0
PR
C
S
T
A
=
1
+
0
1
.
4
4
EL
=
4
8
5
1
.
5
2
PT
S
T
A
=
1
+
4
0
.
6
4
EL
=
4
8
5
1
.
3
2
ST
A
=
2
+
1
1
.
3
3
EL
=
4
8
5
1
.
0
0
PC
S
T
A
=
3
+
0
3
.
2
8
EL
=
4
8
5
1
.
4
0
PT
S
T
A
=
3
+
3
5
.
7
8
EL
=
4
8
5
1
.
8
0
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
W INV OUT=4847.75
CB #18A
STA=2+11.48, 18.25' L
GRATE=4850.75
12" E INV IN=4847.55
24" S INV OUT=4846.55
24" N INV OUT=4846.55
SDMH #18
STA=2+11.34, 25.50' R
RIM=4851.04
SUMP=4845.55
E INV IN=4847.67
W INV OUT=4847.57
CB #18
STA=2+11.33, 18.25' R
GRATE=4850.94
5-LF OF 24" PVC @ 0.22%
7-LF OF 12"
PVC @ 0.22%
S INV OUT=4848.35
CB #19
STA=3+73.75, 39.53' L
GRATE=4851.35
12" N INV IN=4848.33
24" E INV OUT=4847.33
SDMH #19
STA=3+80.93, 39.51' L
RIM=4851.60
SUMP=4846.33
6'
M
I
N
.
B
U
R
Y
PROPOSED TBC RIGHT
EXISTING GRADE AT ALIGNMENT CL
85-LF OF 24" PERFORATED PIPE40-LF OF 24"
PERFORATED PIPE
PROPOSED TBC LEFT
EXISTING GRADE AT
ALIGNMENT CL
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W8''W8''W8''W8''W
8''SS)8''SS)8''SS)8''SS)8''SS)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
TBC: 51.32
TBC: 51.52
TBC/HP: 52.20
TBC: 51.58
TBC: 51.32 TBC/LP: 51.00
TBC: 51.40
TBC/LP: 51.00 TBC: 51.40
TBC/HP: 51.80
TBC/HP: 52.00
TBC/LP: 51.60
TBC: 51.65TBC: 51.80
OIL: 52.70
5
BLOCK 6
0+00 1+00 2+00 3+00 4+004+00
6
SSMH #32
SSMH #27
SDMH #19
CB #19
SDMH #18CB #18
CB #18A
5 7
5
37-LF OF 12" S.D. AT 0.22%
1
1
2
2
2
2
2
2
1
3
3
3
3
3
3
2
4
2
1
2
5
4
4
5
6
1
BLOCK 6
4
3
2
1
OPEN
SPACE
25 24
23 22
BLOCK 5
20
21
19
CASCADE
COURT
AD
A
R
A
A
V
E
N
U
E
9
7
STA: 3+55.40 (ALIGNMENT I)
STA: 6+99.25 (ADARA AVE)
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40
8" S INV OUT=4842.19
SSMH #31
STA=2+36.89, 0.00'
RIM=4851.60
200-LF OF 8"
P
V
C
@
1
.
5
0
%
8" N INV IN=4839.19
8" S INV OUT=4839.09
SSMH #30
STA=4+37.12, 0.00'
RIM=4851.50
264-LF OF 8" PVC @ 0.40%
8" W INV IN=4838.03
8" N INV IN=4838.03
8" E INV OUT=4837.93
SSMH #28
STA=7+01, 0.00'
RIM=4850.80
PC
S
T
A
=
0
+
6
3
.
0
2
EL
=
4
8
5
2
.
3
0
HP
S
T
A
=
3
+
3
2
.
3
0
EL
=
4
8
5
2
.
0
0
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
PT
S
T
A
=
0
+
9
5
.
5
2
EL
=
4
8
5
1
.
7
0
ST
A
=
1
+
8
7
.
4
3
EL
=
4
8
5
1
.
3
0
PC
S
T
A
=
6
+
4
9
.
2
2
EL
=
4
8
5
0
.
4
6
PT
S
T
A
=
6
+
8
1
.
7
2
EL
=
4
8
5
0
.
8
6
-1.17%
AL=51.23
-0.44%0.48%
-0.49%
0.79%
AL=50.91
363-LF OF 8" WATERLINE
270-LF OF 8" WATERLINE
W INV OUT=4848.05
CB #12A
STA=1+87.43, 18.25' L
GRATE=4851.05
40-LF OF 12" PVC @ 0.22%
W INV OUT=4847.21
CB #17A
STA=6+49.22, 18.25' L
GRATE=4850.21
20-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
E INV IN=4847.96
W INV OUT=4847.86
CB #12
STA=1+72.03, 18.25' R
GRATE=4851.10
12" E INV IN=4847.84
24" N INV OUT=4846.84
SDMH #12
STA=1+72.03, 25.50' R
RIM=4851.39
SUMP=4845.84
5-LF OF 24" PVC @ 0.22%
PC
S
T
A
=
0
+
6
2
.
4
6
EL
=
4
8
5
2
.
0
0
PT
S
T
A
=
0
+
9
4
.
9
6
EL
=
4
8
5
1
.
6
9
ST
A
=
1
+
7
2
.
0
3
EL
=
4
8
5
1
.
3
5
HP
S
T
A
=
3
+
3
2
.
0
3
EL
=
4
8
5
2
.
0
0
PC
S
T
A
=
6
+
4
8
.
7
8
EL
=
4
8
5
0
.
4
6
PT
S
T
A
=
6
+
8
1
.
2
8
EL
=
4
8
5
0
.
8
6
-0.60%
AL=50.88
-0.45%0.41%
-0.49%
0.78%
AL=51.19
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
E INV IN=4847.13
W INV OUT=4847.03
CB #17
STA=6+48.78, 18.25' R
GRATE=4850.21
12" E INV IN=4847.01
12" S INV IN=4847.30
24" N INV OUT=4846.01
SDMH #17
STA=6+48.78, 25.50' R
RIM=4850.46
SUMP=4845.01
5-LF OF 24" PVC @ 0.22%70-LF OF 12" PVC @ 0.22%
N INV OUT=4847.45
CB #17B
STA=7+19.13, 28.73' R
GRATE=4850.45
INSTALL FH
STA=3+02.53
PROPOSED TBC RIGHT
EXISTING GRADE AT ALIGNMENT CL
75-LF OF 24"
PERFORATED PIPE
170-LF OF 24" PERFORATED PIPE
PROPOSED TBC LEFT
EXISTING GRADE AT ALIGNMENT CL
6'
M
I
N
.
B
U
R
Y
8" W INV IN=4840.86
8" E INV OUT=4840.76
SSMH #36
STA=0+43.24, 0.00' L
RIM=4852.00
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
12''SD)
8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
SSMH #36 SSMH #30SSMH #31
SSMH #28
SDMH #12
CB #12
CB #12A
SDMH #17 CB #17B
CB #17
CB #17A
BLOCK 6
8
YUKON WAY
AD
A
R
A
A
V
E
N
U
E
PI
N
N
A
C
L
E
L
A
N
E
9 8 7 61011
9 10 11 12 13 14
13
12
11
17
16
15
14
1
OPEN
SPACE
BLOCK 7
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40
TBC: 51.80
TBC: 52.24 TBC/HP: 52.30
TBC: 51.70
TBC: 51.69
TBC/HP: 52.00
TBC/LP: 51.35
TBC/LP: 51.30 TBC/HP: 52.00
TBC/HP: 52.00
TBC/LP: 50.46
TBC/LP: 50.46
TBC/HP: 50.86
TBC/HP: 50.80
TBC/LP: 50.70
TBC: 51.06
TBC: 50.86
7 6
5
4
4
TBC/HP: 52.40
1 40-LF OF 12" S.D. AT 0.22%1
2 2 2
222
2
5
IRRIGATION BOX
3
2
1 6
1
10' MIN.
10' MIN.
1
2 5
3 3 3A
3
33
3
2
4
37-LF OF 12" S.D. AT 0.22%
5
67
70-LF OF 12" S.D. AT 0.22%
4
4
5
1
STA: 7+01 (YUKON WAY)
STA: 3+67 (ADARA AVE)
BLOCK 9
BLOCK
5
STA: 0+43.24 (YUKON WAY)
STA: 3+78.01 (PINNACLE LN)
17
PP
-
9
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SCALE: 1" = 40'
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
CASCADE COURT YUKON WAY
W
E
SN
040'40'20'
SCALE: 1" = 40'
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
(12
'
'
S
D
8'
'
S
S
)
8'
'
S
S
)
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'
'
S
S
)
8'
'
S
S
)
10' MIN.
BLOCK 6
1
OPEN
SPACE
PINNACLE LANE
TBC/HP: 51.80
TBC/LP: 51.10
TBC/LP: 51.00TBC: 51.15
TBC: 51.40
TBC: 51.92
TBC/HP: 52.06
TBC: 51.80
TBC: 51.80
TBC/HP: 52.00
TBC: 51.69 TBC: 51.70
TBC/HP: 52.30
TBC: 52.24 TBC/HP: 52.40
TBC: 52.14 TBC/LP: 51.30
TBC: 51.51
TBC/LP: 51.40
TBC/HP: 52.60
TBC: 52.60
TBC: 52.90
TBC/HP: 53.10
TBC: 52.52
TBC: 52.27TBC: 52.29
11+000+00
1+00
2+00
3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
YU
K
O
N
W
A
Y
ME
A
D
O
W
B
R
O
C
K
L
n
RI
M
R
O
C
K
R
O
A
D
SSMH #34SSMH #18 SSMH #36 SSMH #35
SDMH #10
CB #10A
SDMH #11
CB #10CB #11
CB #11A
51-LF OF 12" S.D. AT 0.22%
5
6
7
5
1
2
2
2
2
2
2 2 2 2 2
2 2
2
2 22 2
131211 14 15 16
1
2
5
7
3
3
3 3 3 3 3 3
3
3
3A33 3
4 4
7
1 2
6
6" REDUCER TO NORTH FOR
FIRE HYDRANT CONNECTION
1
TBC: 51.40
10' MIN.
46-LF OF 12" S.D. AT 0.22%
5
6 7
5
1
5
2
1
1
7
1
2
5
1
2
34567891011161213
14
15
16
17 7 8
BLOCK 9
BLOCK 7
9
10' MIN.
9
9
9
3
SSMH #371
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4842
4844
4846
4848
4850
4852
4854
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
8" W INV IN=4838.02
8" S INV OUT=4837.92
SSMH #34
STA=10+40.26, 0.00'
RIM=4853.108" W INV IN=4839.44
8" E INV OUT=4839.34
SSMH #35
STA=7+09.13, 0.00'
RIM=4851.40
8" W INV IN=4840.86
8" E INV OUT=4840.76
SSMH #36
STA=3+78.01, 0.00'
RIM=4852.00
19-LF OF 8" WATERLINE
312-LF OF 8" WATERLINE327-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE5-LF OF 8" WATERLINE
310-LF OF 8" WATERLINE
INSTALL FH
STA=10+32.54
ST
A
=
7
+
1
0
.
8
4
EL
=
4
8
5
1
.
4
0
PC
S
T
A
=
9
+
8
3
.
1
7
EL
=
4
8
5
2
.
6
0
PR
C
S
T
A
=
1
0
+
2
1
.
8
6
EL
=
4
8
5
2
.
9
0
HP
S
T
A
=
4
+
6
9
.
6
2
EL
=
4
8
5
2
.
4
0
ST
A
=
3
+
2
6
.
1
6
EL
=
4
8
5
1
.
8
0
ST
A
=
4
+
3
0
.
2
8
EL
=
4
8
5
2
.
2
4
ST
A
=
1
+
4
7
.
9
3
EL
=
4
8
5
1
.
0
0
ST
A
=
1
+
1
7
.
1
3
EL
=
4
8
5
1
.
1
5
PR
C
S
T
A
=
0
+
7
8
.
4
4
EL
=
4
8
5
1
.
4
0
PC
C
S
T
A
=
0
+
2
4
.
5
0
EL
=
4
8
5
1
.
9
2
ST
A
=
6
+
8
2
.
1
9
EL
=
4
8
5
1
.
5
1
HP
S
T
A
=
1
0
+
4
0
.
1
4
EL
=
4
8
5
3
.
1
0
PR
C
S
T
A
=
1
0
+
7
0
.
6
6
EL
=
4
8
5
2
.
5
2
SW INV OUT=4848.14
CB #10A
STA=7+10.84, 18.25' L
GRATE=4851.1446-LF OF 12" PVC @ 0.22%
IN
S
T
A
L
L
F
H
ST
A
=
7
+
2
1
.
0
4
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
12" N INV IN=4847.92
24" E INV OUT=4846.92
SDMH #10
STA=6+82.20, 25.44' R
RIM=4851.32
SUMP=4845.92
NE INV IN=4848.04
S INV OUT=4847.94
CB #10
STA=6+82.19, 18.25' R
GRATE=4851.04
5-LF OF 24" PVC @ 0.22%
IN
S
T
A
L
L
F
H
ST
A
=
3
+
8
9
IN
S
T
A
L
L
F
H
ST
A
=
0
+
6
8
.
3
0
-0.70%
AL=75.15
-0.61%
AL=40.69
-0.49%0.45%
0.42%0.41%-0.42%
-0.40%
0.44%
0.74%
AL=40.69
1.04%
AL=19.22
-0.77%
AL=56.01
-1.37%
AL=51.2
3
0.42%-0.60%
AL=50.88
1.17%
AL=51.23
-0.41%
-0.40%0.42%
-0.60%
AL=50.94
PC
S
T
A
=
0
+
7
9
.
7
8
EL
=
4
8
5
1
.
8
0
PT
S
T
A
=
1
+
1
2
.
2
8
EL
=
4
8
5
1
.
1
0
PC
S
T
A
=
3
+
2
6
.
2
8
EL
=
4
8
5
2
.
0
0
PT
S
T
A
=
3
+
5
8
.
7
8
EL
=
4
8
5
1
.
6
9
PC STA=3+97.78
EL=4851.70
PT
S
T
A
=
4
+
3
0
.
2
8
EL
=
4
8
5
2
.
3
0
ST
A
=
4
+
6
9
.
6
2
EL
=
4
8
5
2
.
1
4
ST
A
=
6
+
8
2
.
1
9
EL
=
4
8
5
1
.
3
0
PC
S
T
A
=
9
+
8
8
.
4
3
EL
=
4
8
5
2
.
6
0
PT
S
T
A
=
1
0
+
2
0
.
9
3
EL
=
4
8
5
2
.
2
9
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
SW INV OUT=4847.75
CB #11A
STA=1+47.93, 18.25' L
GRATE=4850.75
51-LF OF 12" PVC @ 0.22%
12" N INV IN=4847.52
24" E INV OUT=4846.52
SDMH #11
STA=1+12.28, 25.43' R
RIM=4851.09
SUMP=4845.52
NE INV IN=4847.64
S INV OUT=4847.54
CB #11
STA=1+12.28, 18.25' R
GRATE=4850.85 5-LF OF 24" PVC @ 0.22%
18
"
M
I
N
.
18
"
M
I
N
.
6'
M
I
N
.
B
U
R
Y
PROPOSED TBC RIGHT
EXISTING GRADE AT ALIGNMENT CL
90-LF OF 24" PERFORATED PIPE
155-LF OF 24" PERFORATED PIPE
PROPOSED TBC LEFT
EXISTING GRADE AT ALIGNMENT CL
264-LF OF 8" PVC @ 0.40%
8" E INV OUT=4841.91
SSMH #37
STA=1+14.29, 0.00'
RIM=4851.20 331-LF OF 8" PVC @ 0.40%
331-LF OF 8" PVC @ 0.40%
3-LF OF 8" WATERLINE
8" S INV OUT=4842.55
SSMH #18
STA=0+59.95, 10.00' L
RIM=4851.70
6'
M
I
N
.
B
U
R
Y
18
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
PINNACLE LANE
4820
4822
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4820
4822
4824
4826
4828
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+60
8" S INV OUT=4842.55
SSMH #18
STA=0+54.11, 0.00' L
RIM=4851.70
181-LF OF 8" PVC @ 0.40%
8" N INV IN=4832.36
8" S INV OUT=4832.26
SSMH #16
STA=4+78.75, 0.00' L
RIM=4850.60
243-LF OF 8" PVC @ 0.40%
8" N INV IN=4831.29
8" S INV OUT=4831.19
SSMH #15
STA=7+22.22, 0.00'
RIM=4849.90
364-LF OF 8" PVC @ 0.40%
166-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE 48-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
314-LF OF 8" WATERLINE
0.42%
1.37%
AL=51.23
-0.45%
-0.48%
-0.42%
0.60%
AL=50.92
0.60%
AL=51.19
0.70%
AL=75.15
-0.64%
AL=40.69
-0.48%
-1.57%
AL=51.
0
5
0.71%
AL=51.05
0.50%
-0.46%
0.45%
0.42%
PC
S
T
A
=
0
+
8
3
.
8
9
EL
=
4
8
5
1
.
1
0
PT
S
T
A
=
1
+
1
6
.
3
9
EL
=
4
8
5
1
.
8
0
ST
A
=
2
+
8
7
.
2
9
EL
=
4
8
5
1
.
0
6
HP
S
T
A
=
3
+
3
5
.
2
9
EL
=
4
8
5
1
.
3
0
ST
A
=
1
+
8
3
.
2
9
EL
=
4
8
5
1
.
5
0
PC
S
T
A
=
6
+
7
0
.
4
4
EL
=
4
8
4
9
.
6
7
PT STA=7+02.94
EL=4849.98
PC
S
T
A
=
7
+
4
1
.
9
4
EL
=
4
8
4
9
.
8
0
PT
S
T
A
=
7
+
7
4
.
4
4
EL
=
4
8
5
0
.
1
1
0.50%
PC
C
S
T
A
=
0
+
2
8
.
6
1
EL
=
4
8
5
1
.
5
4
PR
C
S
T
A
=
0
+
8
2
.
5
5
EL
=
4
8
5
2
.
0
6
PT
S
T
A
=
1
+
2
1
.
2
4
EL
=
4
8
5
1
.
8
0
PC
S
T
A
=
1
+
8
3
.
2
9
EL
=
4
8
5
1
.
5
0
PT
S
T
A
=
2
+
1
5
.
7
9
EL
=
4
8
5
0
.
7
0
PC
S
T
A
=
2
+
5
4
.
7
9
EL
=
4
8
5
0
.
7
0
PT
S
T
A
=
2
+
8
7
.
2
9
EL
=
4
8
5
1
.
0
6
ST
A
=
6
+
7
0
.
4
4
EL
=
4
8
4
9
.
7
6
ST
A
=
6
+
8
4
.
9
3
EL
=
4
8
4
9
.
7
0
ST
A
=
7
+
7
4
.
4
4
EL
=
4
8
5
0
.
1
0
SW INV OUT=4847.75
CB #11A
STA=0+46.33, 88.03' L
GRATE=4850.75
51-LF OF 12"
PVC @ 0.22%
NE INV IN=4847.64
S INV OUT=4847.54
CB #11
STA=0+82.64, 52.18' L
GRATE=4850.85
7-LF OF 12" PVC @ 0.22%
12" N INV IN=4847.52
24" E INV OUT=4846.52
SDMH #11
STA=0+89.82, 52.15' L
RIM=4851.09
SUMP=4845.52
W INV OUT=4847.82
CB #13B
STA=2+87.29, 18.25' L
GRATE=4850.82
75-LF OF 12" PVC @ 0.22%
INSTALL FH
STA=2+73.66
INSTALL FH
STA=6+58.75
W INV OUT=4846.42
CB #15A
STA=6+70.44, 18.25' L
GRATE=4849.42
39-LF OF 12" PVC @ 0.22%
S INV OUT=4846.55
CB #16
STA=7+40.69, 52.14' L
GRATE=4849.55
7-LF OF 12" PVC @ 0.22%
12" N INV IN=4846.53
24" E INV OUT=4845.53
SDMH #16
STA=7+47.87, 52.11' L
RIM=4849.80
SUMP=4844.53
12" E INV IN=4846.21
24" N INV OUT=4845.21
SDMH #15
STA=6+84.92, 25.50' R
RIM=4849.70
SUMP=4843.70
E INV IN=4846.33
W INV OUT=4846.23
CB #15
STA=6+84.93, 18.25' R
GRATE=4849.455-LF OF 24" PVC @ 0.22%
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
S INV OUT=4847.45
CB #13A
STA=2+17.35, 52.00' R
GRATE=4850.45
36-LF OF 12" PVC @ 0.22%
N INV IN=4847.37
S INV OUT=4847.27
CB #13
STA=2+53.23, 52.00' R
GRATE=4850.45
8-LF OF 12" PVC @ 0.22%
12" N INV IN=4847.25
12" E INV IN=4847.65
24" W INV OUT=4846.25
SDMH #13
STA=2+60.74, 52.02' R
RIM=4850.70
SUMP=4844.70
PROPOSED TBC RIGHT
EXISTING GRADE AT ALIGNMENT CL
HP
S
T
A
=
1
0
+
3
4
.
1
1
EL
=
4
8
5
1
.
2
0
ST
A
=
1
1
+
3
8
.
1
1
EL
=
4
8
5
0
.
7
0
ST
A
=
1
2
+
4
4
.
9
3
EL
=
4
8
5
0
.
2
5
ST
A
=
1
2
+
4
5
.
0
7
EL
=
4
8
5
0
.
3
5
PT STA=11+38.11
EL=4850.81
PC STA=11+05.61
EL=4850.50
PT STA=10+66.61
EL=4850.50
PC STA=10+34.11
EL=4851.20
-1.37%
AL=50.9
9
0.60%
AL=51.12
-0.43%
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
PROPOSED
TBC RIGHT
EXISTING GRADE
AT ALIGNMENT CL
-0.48%
-0.42%
INSTALL FH
STA=10+30.75
S INV OUT=4847.25
CB #22A
STA=10+67.86, 51.93' L
GRATE=4850.25
37-LF OF 12" PVC @ 0.22%
N INV IN=4847.17
S INV OUT=4847.07
CB #22
STA=11+04.36, 52.07' L
GRATE=4850.25
7-LF OF 12" PVC @ 0.22%
12" N INV IN=4847.05
24" E INV OUT=4846.05
SDMH #22
STA=11+11.61, 52.05' L
RIM=4850.50
SUMP=4845.06 W INV OUT=4847.10
CB #23A
STA=12+43.61, 18.25' L
GRATE=4850.10
8" N INV IN=4829.73
12" S INV IN=4829.40
12" W INV IN=4829.40
12" E INV OUT=4829.30
SSMH #14
STA=10+86, 0.00'
RIM=4851.00
12" S INV IN=4829.83
12" N INV OUT=4829.73
SSMH #13A
STA=12+35, 0.00'
RIM=4850.40
40-LF OF 8" WATERLINE
175-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
PLUG & THRUST BLOCK 10'
BEYOND PROPERTY LINE
CAP 10' BEYOND
PROPERTY LINE
INV= 4829.87
180-LF OF 24" PERFORATED PIPE
12" E INV IN=4846.90
24" N INV OUT=4845.90
SDMH #23
STA=12+43.52, 25.50' R
RIM=4850.25
SUMP=4844.90
12" E INV IN=4847.02
12" W INV OUT=4846.92
CB #23
STA=12+43.53, 18.25' R
RIM=4850.19
SUMP=4846.92
5-LF OF 24" PVC @ 0.22%
45-LF OF 24"
PERFORATED PIPE
243-LF OF 8" PVC @ 0.40%
8" N INV IN=4841.83
8" W INV IN=4833.43
8" S INV OUT=4833.33
DROP SSMH #17
STA=2+35.29, 0.00' L
RIM=4851.30
20-LF OF 12" PVC @ 0.22%
49-LF OF 8" WATERLINE
385-LF OF 8" WATERLINE
HP
S
T
A
=
3
+
3
5
.
2
9
EL
=
4
8
5
1
.
3
0
6'
M
I
N
.
B
U
R
Y
149-LF OF 12" PVC @ 0.22%
6'
M
I
N
.
B
U
R
Y
(DROP INV=4833.43)
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 8''W
8'
'
W
(1
2
'
'
S
D
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)
8'
'
S
S
)
(12''SS (12''SS
12
'
'
S
S
)
12
'
'
S
S
)
12
'
'
S
S
)
8
'
'
S
S
)
8'
'
W
8'
'
W
(1
2
'
'
S
D
(
1
2
'
'
S
D
TBC: 51.80
TBC/HP: 52.06
TBC: 51.54
TBC: 51.40
TBC: 51.15 TBC/LP: 51.10
TBC: 51.80
TBC: 51.06
TBC/LP: 50.70
TBC/HP: 51.30TBC/LP: 51.06
TBC/HP: 51.30
TBC/LP: 50.70
TBC/LP: 49.67
TBC: 49.76
TBC/LP: 49.80
TBC: 49.98
TBC: 50.11
TBC: 50.10
TBC: 51.20
TBC: 51.20 TBC: 50.70 TBC/LP:
50.25
TBC/LP: 50.35
TBC: 50.81
TBC/LP: 50.50
TBC/LP: 50.50
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+60
TBC/LP: 51.00
OIL: 52.41
SSMH #18 SSMH #16 SSMH #14SSMH #15 SSMH #13A
SDMH #11
CB #11
SDMH #13
CB #11A
CB #13B
SDMH #22
CB #13
CB #13A
SDMH #23
CB #22CB #22A
CB #23
CB #23A
SDMH #15
SDMH #16
CB #15
CB #15A
CB #16
51-LF OF 12" S.D. AT 0.22%5
5
6
1
2
2
2
2
2
2
1
2
5
7
3
3
3
3
5
75-LF OF 12" S.D. AT 0.22%
1
24
2 1
2 233
3
5
4
5
4
5
6
7
2 3A 3 322 2
7
5
39-LF OF 12" S.D. AT 0.22%
3
3
3
3 4 4
5
6
6
5
1
2 2
23
2
4
5
1
2
5
1
2
2
4
1
5
4 4
5
6
37-LF OF 12" S.D. AT 0.22%
5
5
6
7
7
37-LF OF 12" S.D. AT 0.22%
1
8
4
BLOCK 7 12
OPEN
SPACE
BLOCK 5 11
BLOCK 9
6
BLOCK 8
5 4 3 2 1789101817
16
15
567 3 2 1 1113
TAGGART DRIVE
AD
A
R
A
AV
E
N
U
E
PA
R
K
V
I
E
W
LA
N
E
PI
N
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A
C
L
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LA
N
E
WI
N
T
E
R
DR
I
V
E
9 3
9 9
92
1112
BLOCK 8
TBC/LP: 49.70
1DROP SSMH #17
OIL:
50.55
20'
SANITARY
SEWER
EASEMENT
19
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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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
TAGGART DRIVE
W
E
SN
040'40'20'
SCALE: 1" = 40'
4842
4844
4846
4848
4850
4852
4854
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 4+00 5+00 5+30
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
S INV OUT=4847.45
CB #13A
STA=4+49.66, 17.94' L
GRATE=4850.45S INV OUT=4847.33
CB #14B
STA=1+29.19, 18.25' L
GRATE=4850.33
8" N INV IN=4841.83
8" W INV IN=4833.43
8" S INV OUT=4833.33
DROP SSMH #17
STA=5+01.67, 0.00' R
RIM=4851.30
224-LF OF 8" PVC @ 0.40%
8" W INV IN=4834.43
8" E INV OUT=4834.33
SSMH #19
STA=2+75.62, 3.03' R
RIM=4851.30
95-LF OF 8" PVC @ 0.40%
8" W INV IN=4834.91
8" S INV IN=4834.91
8" E INV OUT=4834.81
SSMH #20
STA=1+81.03, 0.00'
RIM=4850.80
121-LF OF 8" PVC @ 0.40%
8" E INV OUT=4835.39
SSMH #21
STA=0+60.04, 0.00'
RIM=4850.80
33-LF OF 8" WATERLINE
47-LF OF 8" WATERLINE
16-LF OF 8" WATERLINE
8-IN GATE VALVE
STA=1+75.98, 11.00' L
83-LF OF 8" WATERLINE 83-LF OF 8" WATERLIN
E
150-LF OF 8" WATERLINE
8-IN GATE VALVE
STA=5+07.66, 11.00' L
5-LF OF 8" WATERLINE23-LF OF 8" WATERLINE
PC
S
T
A
=
0
+
7
3
.
6
5
EL
=
4
8
5
1
.
0
0
PT
S
T
A
=
1
+
0
6
.
1
5
EL
=
4
8
5
0
.
7
0
ST
A
=
1
+
2
9
.
1
9
EL
=
4
8
5
0
.
5
8
ST
A
=
2
+
3
3
.
1
9
EL
=
4
8
5
1
.
0
0
PC
S
T
A
=
2
+
4
5
.
7
0
EL
=
4
8
5
1
.
0
6
PRC STA=3+02.56
EL=4851.38
PT
S
T
A
=
3
+
5
8
.
9
3
EL
=
4
8
5
1
.
1
0
PC
S
T
A
=
4
+
4
9
.
6
6
EL
=
4
8
5
0
.
7
0
PT
S
T
A
=
4
+
8
2
.
1
6
EL
=
4
8
5
1
.
5
0
-0.60%
AL=51.20
-0.52%0.40%0.48%0.65%
AL=49.47
-0.44%
AL=63.70
-0.44%1.57%
AL=51.05
-0.40%-0.40%-0.43%0.60%
AL=50.95
0.60%
AL=51.16
0.42%0.40%
AL=64.25
-0.45%
AL=49.04
-0.44%0.71%
AL=51.05
ST
A
=
0
+
0
5
.
7
3
EL
=
4
8
5
1
.
0
0
ST
A
=
0
+
4
6
.
7
8
EL
=
4
8
5
0
.
8
4
ST
A
=
1
+
0
6
.
1
5
EL
=
4
8
5
0
.
6
0
PC
S
T
A
=
1
+
2
9
.
1
9
EL
=
4
8
5
0
.
5
0
PT
S
T
A
=
1
+
6
1
.
6
9
EL
=
4
8
5
0
.
8
1
PC STA=2+00.69
EL=4850.70 PT STA=2+33.19
EL=4851.00
PC STA=2+45.70
EL=4851.06
PRC STA=3+02.56
EL=4851.32
PT
S
T
A
=
3
+
5
8
.
9
3
EL
=
4
8
5
1
.
1
0
PC STA=4+49.66
EL=4850.70
PT STA=4+82.16
EL=4851.06
W INV OUT=4847.82
CB #13B
STA=5+19.91, 52.00' R
GRATE=4850.82
75-LF OF 12" PVC @ 0.22%
N INV IN=4847.37
S INV OUT=4847.27
CB #13
STA=4+49.66, 17.94' R
GRATE=4850.45
12" N INV IN=4847.25
12" E INV IN=4847.65
24" W INV OUT=4846.25
SDMH #13
STA=4+49.64, 25.45' R
RIM=4850.70
SUMP=4844.70
N INV IN=4847.25
SE INV OUT=4847.15
CB #14A
STA=1+29.19, 18.25' R
GRATE=4850.25
43-LF OF 12" PVC @ 0.22%
12" NW INV IN=4847.06
12" E INV IN=4847.35
24" S INV OUT=4846.06
SDMH #14
STA=1+55.69, 51.91' R
RIM=4850.70
SUMP=4844.70
44-LF OF 12" PVC @ 0.22%
W INV OUT=4847.45
CB #14
STA=1+99.44, 52.11' R
GRATE=4850.44
5-LF OF 24" PVC @ 0.22%
98-LF OF 24" PERFORATED PIPE
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
6'
M
I
N
.
B
U
R
Y
IN
S
T
A
L
L
F
H
ST
A
=
1
+
0
6
.
1
3
5-LF OF 8" WATERLINE
(DROP INV= 4833.43)
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
0+00 1+00 2+00 2+40
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
PC
S
T
A
=
0
+
6
8
.
3
9
EL
=
4
8
5
2
.
0
1
PT
S
T
A
=
1
+
0
0
.
8
9
EL
=
4
8
5
1
.
7
0
ST
A
=
2
+
2
2
.
0
9
EL
=
4
8
5
2
.
3
6
N INV OUT=4848.45
CB #9
STA=1+00.89, 14.25' L
GRATE=4851.45
12" S INV IN=4848.43
24" E INV OUT=4847.43
SDMH #9
STA=1+00.89, 21.50' L
RIM=4851.70
SUMP=4846.43
5-LF OF 24" PVC @ 0.22%
8" WATERMAIN
W INV OUT=4848.05
CB #8A
STA=0+67.36, 48.08' R
GRATE=4851.05
E INV IN=4847.97
W INV OUT=4847.87
CB #8
STA=0+30.86, 48.16' R
GRATE=4851.25
12" E INV IN=4847.85
24" N INV OUT=4846.85
SDMH #8
STA=0+23.61, 48.19' R
RIM=4851.50
SUMP=4845.85
PC
S
T
A
=
0
+
6
8
.
6
1
EL
=
4
8
5
1
.
3
0
PT
S
T
A
=
1
+
0
1
.
1
1
EL
=
4
8
5
1
.
7
0
ST
A
=
2
+
2
2
.
2
1
EL
=
4
8
5
2
.
3
6
37-LF OF 12" PVC @ 0.22%
7-LF OF 12"
PVC @ 0.22%
0.78%
AL=51.13
0.55%
-0.60%
AL=50.94
0.54%
PROPOSED TBC RIGHT
EXISTING GRADE AT
ALIGNMENT CL
PROPOSED TBC LEFT
EXISTING GRADE AT
ALIGNMENT CL
50-LF OF 24"
PERFORATED PIPE
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8''SS)8''SS)
1
2
'
'
S
D
)
(8
'
'
S
S
(8
'
'
S
S
8'
'
W
8'
'
W
8''SS)
8''SS)
8''SS)
8''SS)
8''W 8''W 8''W
8''W
8''W 8''W
12
'
'
S
D
)
(12''SD
(12''
S
D
SDMH #13
CB #13
CB #13A
BLOCK 8
12
13
19
1
TBC/LP: 50.70
TBC: 51.06
TBC/LP:
51.06
5
6
5
36-LF OF 12" PVC AT 0.22%
75-LF OF 12" PVC AT 0.22%
4
4
2
2
2
12
5
15' P.U.E. (TYP.)
9
5+30
0+00 1+00 2+00
3+00
4+00 5+00
BLOCK 9
BLOCK 10
18
COPP
E
R
H
E
I
G
H
T
S
COPP
E
R
HEIG
H
T
S
SDMH #14
44-LF OF 12" PVC AT 0.22%
CB #14
43-LF OF 12" PVC AT 0.22%
CB #14A
37-LF OF 12"
PVC AT 0.22%
CB #14B
CB #13B
DROP SSMH #17
SSMH #19SSMH #20SSMH #21
5
5
TBC/LP: 50.50TBC: 50.84TBC: 51.00±
TBC: 51.00±
TBC: 50.70
TBC/LP: 50.58
TBC: 51.00
TBC: 51.00
TBC: 51.06
TBC: 51.06
TBC/HP: 51.38
TBC: 51.32
TBC: 51.10
TBC: 51.50
TBC/LP: 50.70
TBC: 51.10
TBC/LP: 50.69
56
1
1
5
2
8
2 4
1 1
4 4
7
7
1
STA: 5+01.67 (WINTER DR)
STA: 2+35.29 (TAGGART DR)
STA: 1+81.03 (WINTER DR)
STA: 0+23.32 (LASSEN LN)
2
4
5
7
SAW-CUT FOR REGRADE
OF INTERSECTION
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
SDMH #9
SDMH #8
CB #9
CB #8
CB #8A
BLOCK 2
18
BLOCK 9
1
BLOCK 6
17
1
OPEN
SPACE
18
16
TBC: 51.70
TBC/LP: 51.30
TBC: 52.36±
TBC: 52.36±
TBC/LP: 51.70
TBC: 52.01
TBC: 51.90
TBC/LP: 51.50
6
5
7
OIL: 52.56±
4
5
37-LF OF 12"
PVC AT 0.22%
5
6
4
2
7
3
31
2
5
FERRIS Ln
0+00 1+00 2+00 2+40
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
0+00 1+00 2+00 3+00 3+50
PROPOSED
TBC LEFT
PROPOSED
TBC RIGHT
8" W INV IN=4834.91
8" S INV IN=4834.91
8" E INV OUT=4834.81
SSMH #20
STA=0+23.32, 0.00' L
RIM=4850.80
301-LF OF 8" PVC @ 0.40%
8" S INV IN=4836.21
8" N INV OUT=4836.11
SSMH #19A
STA=3+24.12, 0.00' R
RIM=4851.90
20-LF OF 8" PVC @ 0.40%
N INV IN=4847.25
SE INV OUT=4847.15
CB #14A
STA=0+41.41, 51.89' R
GRATE=4850.25
43-LF OF 12" PVC @ 0.22%
12" NW INV IN=4847.06
12" E INV IN=4847.35
24" S INV OUT=4846.06
SDMH #14
STA=0+75.15, 25.50' R
RIM=4850.70
SUMP=4844.70
5-LF OF 24" PVC @ 0.22%
80-LF OF 24" PERFORATED PIPE
W INV OUT=4847.45
CB #14
STA=0+75.49, 18.25' L
GRATE=4850.44
PC
S
T
A
=
0
+
4
2
.
9
9
EL
=
4
8
5
1
.
0
1
PT
S
T
A
=
0
+
7
5
.
4
9
EL
=
4
8
5
0
.
7
0
STA=3+29.47
EL=4851.85
0.45%-0.60%
AL=64.25
0.60%
AL=61.16
0.41%
PC
S
T
A
=
0
+
4
2
.
6
6
EL
=
4
8
5
0
.
5
0
PT
S
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7
5
.
1
5
EL
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1
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3
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9
.
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EL
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4
8
5
1
.
8
5
5-LF OF 8" WATERLINE
58-LF OF 8" WATERLINE
8-LF OF 8" WATERLINE251-LF OF 8" WATERLINE
INSTALL FH
STA=3+26.88
STORM INFILTRATION SYSTEM
SEE STORM TABLES SHEET 7/C-4
PLUG & THRUST BLOCK 10'
BEYOND PROPERTY LINE
CAP MIN. 10' BEYOND
PROPERTY LINE
INV= 4836.29
6'
M
I
N
.
B
U
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Y
EO
8'
'
S
S
)
8'
'
S
S
)
12''S
D
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(8''SS (8''SS (8''SS (8''SS (8''SS
8''W8''W8''W8''W8''W
8'
'
S
S
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8'
'
W
8'
'
W
8'
'
W
12''SD)
(1
2
'
'
S
D
SSMH #19
2 3
TBC/LP: 50.69
TBC/LP: 50.50
TBC: 50.81
TBC: 51.00
TBC: 51.00
2
TBC/HP: 51.85
TBC/HP: 51.85
15
5
6
1 1
2
0+00 1+00 2+00 3+00 3+50
STA: 0+23.32 (LASSEN LN)
STA: 1+81.03 (WINTER DR)
5
3
3 2
15' P.U.E. (TYP.)
7
8
9
44-LF OF 12" PVC AT 0.22%
43-LF OF 12" PVC AT 0.22%
SSMH #20 SSMH #19A
SDMH #14
CB #14ACB #14B
CB #14
55
37-LF OF 12" PVC AT 0.22%
OIL: 52.07
2
1
1413
1
BLOCK 8
BLOCK 10
2
4
20
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 1ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS . SEE
DETAIL 5 ON SHEET D-1.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE DETAIL 3 ON SHEET D-2.
1" WATER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS & WATER
METER BOXES AS PER CITY OF REXBURG STANDARDS.2.5' ROLL BACK CURB PER DETAIL 2 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS. SEE DETAIL
3 ON SHEET D-2 FOR ISPWC STANDARD DETAIL.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STANDARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN (30" ROUND) PER DETAIL 2 ON SHEET D-2.
1
2
3
4
5
7
INSTALL 50' RADIUS TEMPORARY GRAVEL TURN AROUND PER DETAIL X
ON SHEET D-X.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
8
3 9
INSTALL INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET 7/ C-4 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 1 ON SHEET D-2.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 6 ON
SHEET D-1.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
10
11
12
PLUG AND THRUST BLOCK. SEE DETAIL 6 ON SHEET D-1.
TRANSITION CURB (HIGH BACK CURB TO ROLLED CURB).SEE DETAIL 8 ON
SHEET D-1.2.5' HIGH BACK CURB PER DETAIL 3 ON SHEET D-1.
1.ALL TOP BACK OF CURB (TBC) ELEVATIONS ARE +4800'.
NOTES:
INSTALL STREET LIGHTING PER CITY OF REXBURG ENGINEERING STANDARDS.
1" WATER SERVICE THROUGH INFILTRATION BED. SEE DETAIL 7 ON SHEET D-1.3A
6" PRESSURE SEWER BEND (45° ELBOW) PER LATEST REVISION OF THE CITY OF
REXBURG STANDARDS.3
PRESSURE MAIN CLEANOUT PER LATEST REVISION OF THE CITY OF REXBURG
STANDARDS. SEE DETAIL 5 SHEET D-2.4
WINTER DRIVE
W E
S
N
040'40'20'
SCALE: 1" = 40'
FERRIS LANE
CONNECTION TO EXISTING FERRIS LANE
CUL-DE-SAC WILL BE REQUIRED IN PHASE
1 CONSTRUCTION. OVERLAY OF EXISTING
ASPHALT MAY BE REQUIRED.
CONTRACTOR TO FIELD VERIFY
CONDITIONS.
W
E
SN
040'40'20'
SCALE: 1" = 40'
W E
S
N
040'40'20'
SCALE: 1" = 40'
LASSEN LANE
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8" WATER MAIN
STORM CHAMBER INFILTRATION SYSTEM
1" POLYETHYLENE PIPE SIDR 7
1.IF THERE IS EIGHTEEN (18) INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE WATER PIPELINE BELOW
THE NON-POTABLE PIPELINE, THEN THE POTABLE PIPELINE, AND THE NON-POTABLE MUST BE AS FAR AS POSSIBLE
FROM THE NON-POTABLE PIPELINE, AND THE NON-POTABLE PIPELINE MUST BE SUPPORTED THROUGH THE
CROSSING TO PREVENT SETTLING.
2.IF LESS THAN 18" CONTRACTOR TO ENSURE POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE
NON-POTABLE PIPELINE AND SHALL SLEEVE THE POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR TEN (10)
FEET EITHER SIDE OF CROSSING.
WATER SERVICE IN INFILTRATION BED:
INSTALL MINIMUM OF 6.5' DEPTH (BELOW
CHAMBER) THROUGH GRAVEL DRAINAGE
INFILTRATION BED. SERVICE SHALL BE SLEEVED
WITH LARGER PIPE THROUGH THE
INFILTRATION SYSTEM EXTENDED 10' EACH
SIDE OF SAID SYSTEM MEETING DEQ
REQUIREMENTS.
5'
-
0
"
18
"
7 WATER SERVICE AT INFILTRATION BED
SCALE: NTS
3"
6"
2'-6"
9"
3"
1'-6"
11
2"
1" BATTER
2 1
2"10"
RAD = 1'-0"
GRADE AS REQUIRED TO
MEET EXISTING GROUND
NOTE: NO CURB CUTS WILL BE REQUIRED FOR DRIVEWAYS
2 2.5' ROLLED BACK CURB & GUTTER
SCALE: NTS
12
11
N.T.S.
A
A
11
45°
FL
O
W
SHE
L
F
SHE
L
F
SHE
L
F
PLAN
12"
6" (MIN)
21" (MAX)
4" (MIN)
24" DIA
36
"
(
M
A
X
)
24
"
(
M
I
N
)
12"
16
"
(M
A
X
)
48"
6" (MIN)
4" TYPE 1
BEDDING
D<
2
4
"
9" (MIN)
7
6
5
4
3
2
1
8910
SHELF SLOPE
1" PER FOOT
1 CONCRETE COLLAR IN PAVED STREET SECTIONS
PER SD-508.
2 GRADE RINGS GROUTED WATERTIGHT IN PLACE,
NOT TO EXCEED 21" FROM FINISHED SURFACE
TO TOP OF CONE.
3 PRECAST MONOLITHIC ECCENTRIC CONE
SECTION. (REBAR NOT SHOWN).
4 RAMNEK OR APPROVED GASKETS AT ALL JOINTS.
5 PROPERLY ALIGN ALL INTERIOR JOINTS.
6 PRECAST CONCRETE MANHOLE BARREL SECTION
(REBAR NOT SHOWN).
7 PRECAST GASKETED HUB RING OR RUBBER
GASKETED COLLAR-FLEXABLE AND WATER TIGHT.
8 REPLACEMENT SURFACING TO MATCH FLUSH WITH
EXISTING SURFACING (AC SHOWN).
9 FRAME TO BE GROUTED TO GRADE RINGS.
10 FRAME AND COVER PER SD-507.
11 MANHOLE STEPS. SEE NOTE H.
12 CAST-IN-PLACE MANHOLE BASE. SEE SD-501A
FOR PREFABRICATED BASE.
LEGEND
A OPTIONAL PREFABRICATED MANHOLE BASE WITH
APPROVED PIPE CONNECTIONS MAY BE USED WITH
ENGINEERS APPROVAL, SEE SD-501A.
B PLACE VERTICAL WALL ON UPSTREAM SIDE OF
MANHOLE, ROTATED 45 DEGREES.
C FOR DIAMETER, D, GREATER THAN 24", SEE SD-502
OR SD-503.
D MANHOLE FRAME AND COVER:
a)REFER TO DRAWING NO. SD-507
b)FRAME AND COVER SHALL BE FLUSH WITH SLOPE OF
PAVEMENT.
E WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER
RING OR GASKET COLLAR WHERE THE PIPE IS IN
CONTACT WITH MANHOLE BASE AND/OR MANHOLE
CHANNEL, IN ORDER TO INSURE A WATERTIGHT
SEAL.
F EITHER BASE ON SD-501 OR SD-501A MAY BE USED
WITH EITHER MANHOLE DESIGN.
G PROVIDE MANHOLE CONCRETE REINFORCING TO
ACCOMMODATE TRAFFIC LOADINGS.
H VERIFY WITH ENGINEER REGARDING LOCAL
PREFERENCE ON INSTALLATION OF MANHOLE STEPS
PRIOR TO ORDERING MATERIALS OR INSTALLATION.
NOTE:
N.T.S.
SECTION A-A
5 STANDARD MANHOLE TYPE "A" (ISPWC SD-501)
SCALE: NTS
NOTES:
A.GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER.
B.BASE: 4-INCH COMPACTED DEPTH OF 3/4" MINUS CRUSHED AGGREGATE MATERIAL, PLACE AS SPECIFIED
UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR.
C.1/2" PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINTS OF RADII.
D.CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT
WITH 2X SIDEWALK WIDTH FOR SCORE SPACING)
E.MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS.
F.BACKFILL AS PER SECTION-706.
G.SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY.
H.CURB AND GUTTER STANDARD TO BE USED ON ALL PUBLIC ROADWAYS UNLESS APPROVED BY THE
ENGINEER.
AGGREGATE BASE
6"24"
30"
R1/2"12
"
±
R1"R1/2"
R3"
6"
6"
6"
4"
0"-1" BATTER
5
3
/
4
"
4
3
/
4
"
4
"
24:1
SLOPE
3 6" VERTICAL CURB & GUTTER (ISPWC SD-701)
SCALE: NTS
FINISH GRADE
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER PER
SD-512 (TYP)
MIN. GRADE 1/4"/FT (2%)
"D"
"C"
"B"
"A"
4" - 1/8 OR 1/16
BEND AS NEEDED 45°BEND
DEEP BELL 45° BEN
(GPK PART 951 OR
APPROVED EQUAL).
1/8 LONG
RADIUS BEND
45%
TEE OR APPROVED
CONNECTION
TEE OR APPROVED
CONNECTION
TEE OR APPROVED
CONNECTION
TYPE "A"&"D"TYPE "B"
NOTES:
ALL SERVICE LINES TO BE 4" INSIDE
DIAMETER UNLESS OTHERWISE NOTED.
TYPE "E" ALLOWABLE FOR TRENCHES 15' DEEP
OR GREATER WITH PRE-APPROVAL BY THE
ENGINEER.
TYPE "C" CONNECTION WILL ONLY BE ALLOWED
IF APPROVED BY THE ENGINEER IN WRITING.
45° MAX45° MAX
MIN. GRADE 1
4"/FT (2%)
MIN. GRADE 1
8"/FT (1%)
FINISH GRADE
MIN. GRADE 1
4"/FT. (2%)
A
B
C TYPE "C"
(SEE NOTE B)
TYPE "E"
(SEE NOTE C)
4 SANITARY SEWER SERVICE
SCALE: NTS
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.
6 THRUST BLOCKING DETAIL
SCALE: NTS
5'
SIDEWALK
9'-6"
LANDSCAPING 19'-6"19'-6"9'-6"
LANDSCAPING
5'
SIDEWALK
15'
EASEMENT
15'
EASEMENT
2%
SLOPE
2%
SLOPE 2% SLOPE 2% SLOPE
2.5'
TYP.
9'-6"
PARKING LANE
10'
TRAFFIC LANE
9'-6"
PARKING LANE
10'
TRAFFIC LANE
2.5'
TYP.
3'-6"
12"
68'
SEAL COAT
2 1
2" ASPHALT PLANTMIX PAVEMENT
3 1
2" OF 3
4" AGGREGATE BASE
12" GRANULAR BORROW
GEOTEXTILE FABRIC BELOW AND UP SIDES
1 NARROW RESIDETIAL STREET (TYPICAL SECTION 2)
SCALE: NTS
5'
2.5' ROLL CURB & GUTTER
CURB & GUTTER
TRAN
S
I
T
I
O
N
S
E
C
T
I
O
N
EXPANSION JOINT
8 CURB TRANSITION
SCALE: NTS
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A
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)
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4
2
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2
6
6
5
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X
B
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(
2
0
8
)
3
5
9
-
2
6
6
5
PR
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P
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D
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:
AA
R
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A
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A
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E
S
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N
A
R
R
R.
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O
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D
A
N
P.
S
N
A
R
R
23
0
5
5
GRATE
1'-2"
INLET BOX
1'-0"
ROLLED BACK
CURB & GUTTER
(SEE DETAIL)
LANDSCAPE
STRIP/SIDEWALK
3'-0" x 6" x 3/8"
STEEL PLATE
ADJUSTING BOLTS
#4 REBAR PER MANUFACTURER
KNOCKOUTS TYPICAL (4) SIDES 18"
DIA. TO RECEIVE UP TO 15" DIA. PIPE
GASKET FOR PLASTIC PIPE (TYP.)
PLASTIC PIPE
1
2
"
M
I
N
.
D
I
A
.
1'
-
0
"
3'-3"
2'-6"
INSIDE DIA. BARREL SECTION
1'-8"
REBAR PER MANUFACTURER
RECOMMENDATION
REBAR PER
MANUFACTURER
RECOMMENDATION
3 1 2"
2"
3'
-
0
"
M
I
N
.
3
1
2"
2 CATCH BASIN SECTION
SCALE: NTS
12
11
N.T.S.
A
A
11
45°
FL
O
W
SHE
L
F
SHE
L
F
SHE
L
F
PLAN
12"
6" (MIN)
21" (MAX)
4" (MIN)
24" DIA
36
"
(
M
A
X
)
24
"
(
M
I
N
)
12"
16
"
(M
A
X
)
48"
6" (MIN)
4" TYPE 1
BEDDING
D<
2
4
"
9" (MIN)
7
6
5
4
3
2
1
8910
SHELF SLOPE
1" PER FOOT
1 CONCRETE COLLAR IN PAVED STREET SECTIONS
PER SD-616.
2 GRADE RINGS GROUTED WATERTIGHT IN PLACE,
NOT TO EXCEED 21" FROM FINISHED SURFACE
TO TOP OF CONE.
3 PRECAST MONOLITHIC ECCENTRIC CONE
SECTION. (REBAR NOT SHOWN).
4 RAMNEK OR APPROVED GASKETS AT ALL JOINTS.
5 PROPERLY ALIGN ALL INTERIOR JOINTS.
6 PRECAST CONCRETE MANHOLE BARREL SECTION
(REBAR NOT SHOWN) 54" - 72" RCP.
7 PRECAST GASKETED HUB RING OR RUBBER
GASKETED COLLAR.
8 SURFACING TO MATCH FLUSH WITH EXISTING
SURFACING (AC SHOWN).
9 FRAME TO BE GROUTED TO GRADE RINGS.
10 FRAME AND COVER PER SD*617.
11 MANHOLE STEPS. SEE NOTE G.
12 CAST-IN-PLACE MANHOLE BASE. SEE SD-501A
FOR PREFABRICATED BASE.
LEGEND
A OPTIONAL PREFABRICATED MANHOLE BASE WITH
APPROVED PIPE CONNECTIONS MAY BE USED WITH
ENGINEERS APPROVAL, SEE SD-501A.
B PLACE VERTICAL WALL ON UPSTREAM SIDE OF
MANHOLE, ROTATED 45 DEGREES.
C FOR DIAMETER, D, GREATER THAN 24", SEE SD-613
OR SD-614.
D MANHOLE FRAME AND COVERp
A.REFER TO DRAWING NO. SD=617.
B.FRAME AND COVER SHALL BE FLUSH WITH
SLOPE OF PAVEMENT.
C."STORM DRAIN" ON COVER.
E WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER
RING OR GASKET COLLAR WHERE THE PIPE IS IN
CONTACT WITH MANHOLE BASE AND/OR MANHOLE
CHANNEL, IN ORDER TO INSURE A WATERTIGHT
SEAL.
F EITHER BAE ON SD-501 OR SD-501A MAY BE USED
WITH EITHER MANHOLE DESIGN.
G VERIFY WITH ENGINEER REGARDING LOCAL
PREFERENCE ON INSTALLATION OF MANHOLE STEPS
PRIOR TO ORDERING MATERIALS OR INSTALLATION.
NOTE:
3 STANDARD MANHOLE TYPE "A" (ISPWC SD-612)
SCALE: NTS
1'
6'
-
6
"
(
T
Y
P
.
)
24
"
MI
N
.
36"
TYP.
BACKFILL WITH NATIVE TOPSOIL COMPACT
TO 95% OF STANDARD PROCTOR
24" DIA. PERFORATED CORRUGATED
EXTERIOR, SMOOTH INTERIOR HDPE WITH
PERFORATIONS 4" O.C. 1" DIAMETER
COURSE DRAIN ROCK BACKFILL 2" MIN. - 6"
MAX. MEETING BONNEVILLE COUNTY
STANDARDS
CLEAN SAND AND GRAVEL OVER EXCAVATE TO FREE
DRAINING MATERIAL
SEAL END CAP OR
CONCRETE (TYP.)
SECTION A-A
N.T.S.
36
"
MI
N
.
3.0'
TYP.10
'
VARIES
36
"
MI
N
.
AA
12" PIPE FROM CATCH BASIN
MIN. SLOPE 0.22%
SEE CATCH BASIN DETAIL
PLAN VIEW
N.T.S.
5'
48" MANHOLE IN COMPLIANCE
WITH COUNTY STANDARDS
*ALL DRAIN ROCK SHALL BE ENCASED IN SEPARATION FABRIC
PERFORATE BOTTOM 2' OF ALL INFILTRATION MANHOLES (ENSURE 2' OF DRAIN ROCK IS INSTALLED AROUND PERIMETER OF MANHOLE)
INSTALL MIRAFI 160N NON WOVEN FABRIC (OR EQUAL) SEPARATING DRAIN ROCK AND SOIL MEETING COUNTY STANDARDS
* STORM INFILTRATION SYSTEM TO BE BELOW DRAINAGE SWALE
AND SIDEWALK. (MAINTAIN 1.0' MIN. FROM BACK OF CURB.
COARSE DRAIN ROCK
COARSE DRAIN ROCK
COARSE DRAIN ROCK
COARSE DRAIN ROCK
1 INFILTRATION SYSYTEM
SCALE: NTS
18
"
10"
2"
NOTES:
1.GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE ENGINEER AND PUBLIC
AGENCY HAVING JURISDICTION.
2.CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS MINIMUM 8 FEET.
3.MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS.
4.BACKFILLS AS PER ISPWC SECTION 706.
5.SECURE RIGHT-OF-WAY PERMIT BEFORE CONSTRUCTION IN PUBLIC
RIGHT-OF-WAY.
1
2"
R 1"
R
2"R
PAVEMENT
4 6" MOUNTABLE VERTICAL CURB (ISPWC SD-701A)
SCALE: NTS
MJ X FL
COUPLER
(TYP.)
BLIND FL 8"x8" WYE TYPICAL
BOTH SIDES
8" PVC PIPE
TYPICAL BOTH
SIDES
TAP BLIND FL FOR 2"
THREADED BALL VALVE
DUCTILE IRON (TYP.)
4"Ø HOLE IN CENTER OF FLOOR FOR DRAINAGE W/ GRATE
PIPE SUPPORT (TYP.)
6" LAYER OF OPEN GRADED
ROCK MATERIAL (3" MAX SIZE)
9'-5" O.D.
8'-0" I.D.
2'Ø MH
OPENING
2'Ø MH
OPENING
5'
-
0
"
11
"
1'
-
4
"
CROSS SECTION 8" CLEANOUT PLAN VIEW NO LID MH LOCATIONS
2'-0" Ø MH
LOCATIONS SHOWN
BY CIRCLE WITH LID
OFF TO SHOW
POSITION NEXT TO
PIPE ASSEMBLY
5 DOUBLE CLEANOUT
SCALE: NTS
Fi
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n
:
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4
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3
DE
T
A
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1 2 3 4 5 6
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S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
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P
A
R
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D
F
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:
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R
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A
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A
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R
R.
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O
R
D
A
N
P.
S
N
A
R
R
23
0
5
5
LIFT STATION CONTROL CENTER
4" VENT PIPE
4'-0"
6" THICK CONCRETE PAD
6"
10
"
10
"
CONCRETE PAD LAYOUT
(IF PEDESTAL NOT ATTACHED TO LIFT STATION)
SCALE = N.T.S.
VENT PIPE DETAIL
(IF LIFT STATION IS IN TRAFFIC AREA)
SCALE = N.T.S.
NON-SHRINK GROUT
LIFT STATION LID
2'
-
0
"
4" VENT PIPE W/ SCREEN ON END
DISCONNECT
PANEL
MOUNTING FRAME
SIZE AS NEEDED
SPRINKLER CONTROL PANEL
(OPTIONAL -12"x18" MIN. OUTSIDE DIM.)
WEATHERPROOF RECEPTACLE
RIGID STEEL CONDUIT TO PUMPS
(SEE NOTE 8)
RIGID STEEL CONDUIT TO PUMP CONTROLS
(SEE NOTE 8)
METER BASE
LIF
T
S
T
A
T
I
O
N
M
O
U
N
T
E
D
P
O
W
E
R
PED
E
S
T
A
L
T
O
B
E
I
N
S
T
A
L
L
E
D
I
N
T
H
I
S
ARE
A
O
N
L
Y
LIFT STATION
LIFT STATION ACCESS HATCH
ACCESS HATCH HINGES
POWER PEDESTAL LOCATION DETAIL
SCALE = N.T.S.
ALARM LIGHT
WITH SHIELD
CONTROL UNIT
EMERGENCY POWER
PLUG IN RECEPTACLE
(SEE NOTE 7)
DUPLEX PUMP CONTROLLER
(SEE NOTE 5 & 6)
SEAL OFF, NEMA APPROVED
FOR CLASS I DIVISION I
LOCATIONS REQD.
NON-SHRINK GROUT
PUMP POWER SUPPLY
ALARM SYSTEM
UNISTRUT MOUNTING FRAME
RIGID COATED STEEL CONDUIT FROM MAIN POWER (SEE NOTE 8)
TYPE OF CONDUIT DEPENDENT ON BURY DEPTH
RIGID STEEL CONDUIT TO PUMP CONTROLS (SEE NOTE 8)
PEDESTAL DETAIL
SCALE = N.T.S.
FRONT VIEW
SIDE VIEW
BACK VIEW
SPRINKLER CONTROLLER (OPTIONAL)
MOUNTING FRAME (SIZE AS NECESSARY)
DUPLEX PUMP CONTROLLER
(SEE NOTE 5 & 6)
ALARM ON
LIFT STATION DETAIL (STANDARD DETAIL IF-516)
SCALE = N.T.S.
15
"
6"
1'
-
0
"
12
0
°
'
6'
-
0
"
M
I
N
.
6'
-
0
"
M
I
N
.
PER CITY
CONCRETE FILLER FOR
CHANNELIZATION
3/4" x 8" STAINLESS
STEEL ANCHOR BOLTS
(2" PROJECTION)
#5 REBAR ON 6" CENTERS
BOTH WAYS, CENTERED
ON SLAB
DISCHARGE PUMP
8' DIA. PRECAST REINFORCED BARREL
SECTION. ALL JOINTS SHALL BE
SEALED WATERTIGHT
INFLUENT PIPE
INFLUENT PIPE
COMMUNICATION
CABLE CONDUIT
LIQUID LEVEL PRESSURE TRANSDUCER,
LOCATED TO MINIMIZE FALSE READINGS.
DETAIL "B"
SEE DETAIL "B"
MASTIC TO BE FULL WIDTH
ON BOTH SURFACES
INTERMEDIATE GUIDE BAR BRKT.
(USED FOR GUIDE BARS OVER 20' LONG)
NOTE: BOTTOM SECTION AND BASE MAY BE CAST AS ONE UNIT
LINK SEAL APPARATUS
(PER CITY)
2" PVC PIPE FOR
DRAINAGE AS NECESSARY
6" (TYP.)
4" GATE VALVE PER STANDARD
SPECIFICATIONS SUBSECTION
601.02.2 AFTER WYE
4" FEMALE CAM LOCK FITTING WITH PLUG
VACUUM RELIEF VALVE
BALL CHECK
VALVE
LOCATION
RESILIENT SEAT/WEDGE GATE VALVE PER
STANDARD SPECIFICATIONS SUBSECTION 601.03
4" MIN. DISCHARGE
PIPE (SEE NOTE 2)
NON-SHRINK
GROUT
ECCENTRIC
CONE
NON-SHRINK
GROUT
2" STAINLESS
STEEL SLIDE
RAILS
10'-0" MIN.
CABLE HOLDER
ACCESS COVER (SEE NOTE 1)UPPER GUIDE BAR BRKT. SLIDE RAILS MUST
BE POSITIONED FOR OBSTRUCTION FREE
REMOVAL OF PUMPS 4" GALVINIZED VENT PIPE
WITH SCREEN ON END
2'
-
0
"
RIGID COATED STEEL CONDUIT
PUMP POWER SUPPLY(SEE NOTE 6)
3/4" RIGID COATED STEEL CONDUIT TO
EXISTING JUNCTION BOX FOR ALARM SYSTEM
CURB STOP & VALVE BOX
2'-2"3"
SEE NOTE 9
RESILIENT SEAT/WEDGE GATE VALVE
PER STANDARD SPECIFICATIONS CITY
OF REXBURG
SECTION "A-A"
LIFT STATION MANHOLE
BALL CHECK VALVE LOCATIONS
GUIDE RAILS
SEE NOTE 9
NOTES:
1.ACCESS COVER FOR LIFT STATION AND MANHOLE SHALL BE DESIGNED FOR HS 25 LOADING.
2.CLASS 50 OR HIGHER DUCTILE IRON REQUIRED FOR DISCHARGE PIPES & APPURTENANCES INSIDE AND BETWEEN LIFT STATION AND VALVE VAULT.
FORCE MAIN BEYOND WYE IN VAULT TO DISCHARGE SHALL BE PVC CLASS 200 PRESSURE MAIN MEETING ASTM D2241.
3.SEE PROJECT SPECIFICATIONS OR PLANS FOR PUMP CAPACITIES AND OTHER HARDWARE AS REQUIRED FOR EACH SPECIFIC INSTALLATION.
4.CITY OF REXBURG SHALL SPECIFY THE CONTROL LEVEL SETTING FOR THE FOLLOWING LIQUID LEVELS.
A) PUMP OFF (MIN. LIQUID LEVEL)
B) LEAD PUMP ON
C) LAG PUMP ON
D) ALARM ON
5.PROVIDE A 1.5' . 1.5' BLOCK OUT IN THE DUPLEX CONTROLLER CABINET.
6.INSTALL A 110 VOLT RECEPTACLE BRACKET ADJACENT TO BLOCK OUT AREA (SEE NOTE 5) IN DUPLEX PUMP CONTROLLER CABINET.
7.EMERGENCY POWER PLUG RECEPTACLE, APPLETON CAT. #ADJA6044150RS 60A 4W 4P STY. 1 OR AS REQUIRED ON ALL STORM DRAIN AND
SANITARY SEWER LIFT STATIONS. MUST HAVE A MALE END INSIDE RECEPTACLE.
8.SIZE OF CONDUIT TO BE DETERMINED BY SIZE OF INSTALLED PUMPS (MIN. 2").
9.ASPHALT ACCESS TO LIFT STATION SHALL BE 15' WIDE X 2" PLANTMIX OVER 4" OF 3/4" CRUSHED GRAVEL AND 9" PIT RUN GRAVEL
10.ALL HARDWARE (INCLUDING LIFTING CHAIN, BOLTS, NUTS, ETC.) SHAL STAINLESS STEEL. NO GALVANIZED HARDWARE WILL BE ALLOWED.
11.NO ELECTRICAL CONNECTIONS, SPLICES OR JUNCTION BOXES SHALL BE INSIDE LIFT STATION.
12.LIFT STATION CIRCULATION DEVICE REQUIRED FOR GREASE AND SEDIMENTATION CONTROL SHALL BE ATTACHED TO PUMP (APPLICABLE TO
SANITARY SEWERS ONLY).
13.LIFT STATION LID AND CONTROLLER ORIENTATION AS DIRECTED BY CITY OF REXBURG.
14.SANITARY SEWER PIPES OVER 30" ARE REQUIRED TO HAVE TRASH RACKS INSTALLED.
15.ALL FORCED MAIN LINES SHALL HAVE A FLOW RATE OF 2'-0" PER SECOND MINIMUM. TRACER WIRE REQUIRED WITH CONNECTION ENDS AT
VALVE VAULT AND DISCHARGE MANHOLE.
16.PUMP SPEEDS AS PER I.D.A.P.A. REQUIREMENTS.
17.CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS PRIOR TO ORDERING CONCRETE BARREL SECTIONS.
NON-SHRINK
GROUT (TYP.)
(6) 3" HOLES IN FLOOR FOR DRAINAGE
CONTRACTOR TO COORDINATE WITH TETON COMMUNICATIONS FOR TELEMETRY SYSTEM INSTALLATION
CONTROL CENTER SUBJECT TO ENGINEER'S SPECIFICATIONS (MOUNTED TO SIDE OF LIFT STATION)
JUNCTION BOXES FOR PUMP CABLES MUST BE LOCATED ABOVE THE FLOOD ELEVATION
THE TELEMETRY SYSTEM SHALL BE FURNISHED BY TETON COMMUNICATIONS INC. - ZETRON 1700 SERIES
& NATIONAL INSTRUMENTS LOOKOUT SOFTWARE OR APPROVED EQUAL
(SANITARY SEWER LIFT STATIONS ONLY)
CONTROL
PANEL