HomeMy WebLinkAbout21025 TRAPPERS LANDING IMPROVEMENT DRAWINGS_12-29-211 G-
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CIVIL SITEWORK FOR:
PART OF THE NORTHWEST QUARTER SECTION 20, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE
MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO
APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
CITY OF REXBURG FIRE DEPARTMENT
APPROVED BY:
CENTURY LINK
APPROVED BY:
INTERMOUNTAIN GAS
VICINITY MAP
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TRAPPERS LANDING PUD AND COMMERCIAL PARK
IDAHO
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REXBURG
BLACKFOOT
POCATELLO
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SUN VALLEY
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GIDUOYEROFEB
LLA
C
DIG LINE 1-800-342-1585
BTM BOTTOM
CB CATCH BASIN
CONC CONCRETE
DIA DIAMETER
ELEV ELEVATION
EO EDGE OF OIL
FL FLOW LINE
FW FACE OF WALK
HORZ HORIZONTAL
IFS CITY OF REXBURG STANDARDS
INV INVERT
LF LINEAR FEET
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
TYP TYPICAL
VERT VERTICAL
VG VALLEY GUTTER
X EXISTING
XG EXISTING GROUND
ABBREVIATIONS:
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
GAS
UGP
OHP
UNDERGROUND POWER LINE
UNDERGROUND PVC POWER CONDUIT
OVERHEAD POWER LINE
TELEPHONE LINE
DRAINAGE FLOW BREAKLINE
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
0.75%
BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
8" W
( 8" SS
TBC
72.1
0
XG =
7
2
.
1
0
PROJECT CONTACTS:
PUBLIC UTILITY EASEMENT
STORM DRAIN MAIN ( 12" SD
REXBURG POWER ELECTRICAL NOTES:
1.ALL TRAFFIC SIGNING 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.
SIGNING NOTES:
GENERAL NOTES:
1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT REXBURG POWER SERVICE POLICY. COORDINATE ALL
ELECTRICAL CONSTRUCTION WITH REXBURG POWER (RESOLUTION 2016-15).
2.PRIMARY SECTIONALIZING CABINETS, TRANSFORMER GROUND SLEEVES, SECONDARY PEDESTALS, FIBER BOXES, AND GROUND RODS SHALL BE PROVIDED BY
IFP, BUT SHALL BE PICKED UP AT THE IFP WAREHOUSE AND/OR WEST SIDE YARD AND INSTALLED BY THE CONTRACTOR.
3.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40 (SEE NOTE 5 AND 6 FOR EXCEPTIONS). ALL ELBOWS SHALL BE PVC SCHEDULE 40 LARGE RADIUS
SWEEP (36”) OR AS OTHERWISE SPECIFIED BY IFP (SEE NOTE 5 AND 6 FOR EXCEPTIONS). RGS CONDUIT MUST BE USED AT RISER POLES. CONDUITS MUST BE
CAPPED AND LABELED TO IDENTIFY ROUTING.
4.THE MINIMUM POWER TRENCH SHALL HAVE A MINIMUM DEPTH OF FIFTY-FOUR INCHES (54”) AND MAXIMUM DEPTH OF SIXTY INCHES (60”) BELOW FINISH
GRADE (CONDUIT TO BE INSTALLED 48” BELOW FINISH GRADE). INCLUDING 6” OF SAND BEDDING BELOW AND ABOVE TOP OF CONDUITS. MINIMUM TRENCH
WIDTH SHALL BE TWENTY-FOUR INCHES (24"), UNLESS OTHERWISE NOTED. ALL PRIMARY CONDUIT MUST HAVE A MINIMUM OF ONE (1) FOOT SEPARATION
BETWEEN OTHER CONDUITS IN TRENCH. BOTTOM OF TRENCHES MUST BE LEVEL FOR CONDUIT INSTALLATION. ALL TRENCHES AND CONDUITS (INCLUDING
ROAD CROSSINGS) MUST BE INSPECTED BY REXBURG POWER PRIOR TO BACK-FILLING. BACKFILL AND COMPACT ALL TRENCHES TO A MINIMUM OF 95% OF
MAX DENSITY.
5.MINIMUM CONDUIT DEPTH CAN BE REDUCED TO EIGHTEEN INCHES (18") OF COVER BELOW FINAL GRADE THROUGH BASALT OR OTHER ROCK UPON PRIOR
APPROVAL OF IFP. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. IFP WILL SPECIFY THE CONDUIT SIZE.
6.2” HDPE SDR 13.5 CONTINUOUS DUCT WITH PRE-LUBRICATED RIBBED INTERIOR WALL CAN BE UTILIZED BY THE CONTRACTOR INSTEAD OF 2 ½” PVC SCHEDULE
40 AS SPECIFIED ON THE CONTRACTOR MAP FOR PROPOSED 1/0 SINGLE PHASE PRIMARY CONDUCTOR. CONDUIT TO BE RED IN COLOR OR BLACK WITH RED
STRIPES (RED CONDUIT PREFERRED). IF POSSIBLE HDPE TO BE ORDERED WITH “IFP” STAMPED ON CONDUIT. THE HDPE CAN BE TURNED UP INSIDE OF
GROUND SLEEVES OR CONTRACTOR MAY TRANSITION TO 2” PVC SCHEDULE 40 LARGE RADIUS SWEEP (36”) WITH PERMA-GUARD/UL FITTINGS BY ARNCO
SHUR-LOCK II OR APPROVED EQUAL BY IFP.
7.CONTRACTOR / DEVELOPER TO INSTALL A 2500 LB MULE TAPE STRING THROUGH EACH PRIMARY POWER CONDUIT RUN MORE THAN 75 LF, ALL SERVICES
FROM THE METER BASE TO THE TRANSFORMER / SECONDARY PEDESTAL, AND INSTALL PULL STRING FOR FIBER OPTIC CONDUIT RUNS.
8.THE DEVELOPER/CONTRACTOR SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL AND FIBER FACILITIES INCLUDING POWER POLES. ALL LOT
CORNERS ADJACENT TO ALL POWER TRENCHES MUST BE CLEARLY MARKED FOR INSTALLATION OF ELECTRICAL FACILITIES.
9.THE CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING CITY POWER POLES AND ELECTRICAL AND FIBER FACILITIES DURING CONSTRUCTION. ALSO,
REPAIR / REPLACE ALL CONCRETE, ASPHALT, AND LANDSCAPING THAT IS DISTURBED DURING CONSTRUCTION.
10.IT SHALL BE THE CUSTOMER OR CONTRACTOR'S RESPONSIBILITY TO PROVIDE ILLUMINATION (STREET LIGHTS) ALONG OR WITHIN THE PUBLIC RIGHTS-OF-WAY
CONTAINED WITHIN A NEW DEVELOPMENT.
11.ALL NEW LIGHT POLE FOUNDATIONS AND LIGHTING CONDUITS SHALL BE CONSTRUCTED BY THE CONTRACTOR IN ACCORDANCE WITH CURRENT CITY OF
REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. IFP WILL FURNISH TO THE CONTRACTOR A BOLT HOLE TEMPLATE (PENDING AVAILABILITY), ANCHOR
BOLTS, NUTS, WASHERS, GROUNDING BUTT PLATE, AND GROUND WIRE NEEDED FOR THE INSTALLATION OF THE LIGHT POLES.
12.IFP WILL INSTALL POLES AND LUMINAIRES WITH THE COST OF MATERIALS PAID BY THE CONTRACTOR PRIOR TO INSTALLATION.
13.ON ALL SUBDIVISIONS THE PADMOUNTED EQUIPMENT (INCLUDING GROUND SLEEVES / PEDESTALS, ETC.) WILL NOT BE PROVIDED OR SET UNTIL CURB AND
GUTTER HAS BEEN INSTALLED. REXBURG POWER WILL PROVIDE GROUND RODS AND CONTRACTOR WILL INSTALL GROUND RODS PRIOR TO INSTALLATION OF
CONDUIT.
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 ARE 2004 CITY GRID.
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.LITTLE DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TO
WALK JOB AND IDENTIFY MINOR 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.ALL FRONTAGE EASEMENTS SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE.
WATER NOTES:
1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND
INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPE
REQUIREMENTS.
2.ALL WATER MAIN LINE SHALL BE CLASS 50 DUCTILE IRON MEETING AWWA C-151.
3.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.
4.WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY
SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC
2020 STANDARD DRAWING SD-407. CROSS AT APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS
AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
5.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.
6.FIRE HYDRANTS SHALL HAVE TWO 2-1/2” DIAMETER HOSE NOZZLES AND ONE 4-1/2” DIAMETER HOSE
NOZZLE PER CITY STANDARDS.
7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TO
CONTACT DIG LINE PRIOR TO ALL EXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL
DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICES REQUIRED.
8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL
PLUMBING SHALL MEET THE STATE OF IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL
REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR AND MOUNTED IN A HORIZONTAL
POSITION WITHIN A HEATED MECHANICAL ROOM.
9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THE
INTERNATIONAL FIRE CODE AND SHALL INCLUDE ALL APPURTENANCES (IF APPLICABLE).
10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW
PREVENTION DEVICES ON WATER SERVICES.
11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA
MEETING CITY AND AWWA STANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO
ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING AND DISINFECTION OF WATER MAINS AND
APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWA STANDARDS
REQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.
STORM SEWER NOTES:
1.ALL STORM SEWER SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS,
LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPE REQUIREMENTS.
2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
3.STORM DRAIN PIPE SHALL MEET ONE OF THE FOLLOWING: PVC SDR 35 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.
CITY OF REXBURG
ENGINEERING DEPARTMENT KEITH DAVIDSON (208) 359-3020
DEQ (208) 528-2650
DIGLINE (CALL BEFORE YOU DIG)(800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER PAUL SNARR (208) 542-2665
PROJECT MANAGER PAUL SNARR (208) 542-2665
SHEET INDEX
SHEET #SHEET NAME SHEET TITLE
1 G-1 COVER SHEET
2 G-2 NOTES
3 C-1 OVERALL SITE PLAN
4 C-2 DRAINAGE PLAN
5 PP-1 P&P-1
6 PP-2 P&P-2
7 PP-3 P&P-3
8 PP-4 P&P-4
9 PP-5 P&P-5
10 PP-6 P&P-6
11 PP-7 P&P-7
12 PP-8 P&P-8
13 PP-9 P&P-9
14 D-1 DETAIL
15 D-2 DETAIL
16 D-3 DETAIL
17 D-4 DETAIL
EO
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4-PLEX
TYPE 'A'
1
4-PLEX
TYPE 'A'
2
4-PLEX
TYPE 'A'
3
4-PLEX
TYPE 'A'
4
4-PLEX
TYPE 'A'
5
4-PLEX
TYPE 'A'
7
4-PLEX
TYPE 'A'
8
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'A'
10
4-PLEX
TYPE 'A'
11
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'A'
14
4-PLEX
TYPE 'A'
15
4-PLEX
TYPE 'A'
16
4-PLEX
TYPE 'A'
17
4-PLEX
TYPE 'A'
18
4-PLEX
TYPE 'B'
1
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TYPE 'B'
2
4-PLEX
TYPE 'B'
3
4-PLEX
TYPE 'B'
4
4-PLEX
TYPE 'B'
5
4-PLEX
TYPE 'B'
6
4-PLEX
TYPE 'B'
7
4-PLEX
TYPE 'B'
8
TOWNHOUSE
TYPE 'C'
38
TOWNHOUSE
TYPE 'C'
37
TOWNHOUSE
TYPE 'C'
32
TOWNHOUSE
TYPE 'C'
31
TOWNHOUSE
TYPE 'C'
30
TOWNHOUSE
TYPE 'C'
29
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
TOWNHOUSE
TYPE 'C'
2
TOWNHOUSE
TYPE 'C'
1
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
9
TOWNHOUSE
TYPE 'C'
10
TOWNHOUSE
TYPE 'C'
11
TOWNHOUSE
TYPE 'C'
12
TOWNHOUSE
TYPE 'C'
18
TOWNHOUSE
TYPE 'C'
19
TOWNHOUSE
TYPE 'C'
20
TOWNHOUSE
TYPE 'C'
17
TOWNHOUSE
TYPE 'C'
16
TOWNHOUSE
TYPE 'C'
15
TOWNHOUSE
TYPE 'C'
14
TOWNHOUSE
TYPE 'C'
13
TOWNHOUSE
TYPE 'C'
21
TOWNHOUSE
TYPE 'C'
22
TOWNHOUSE
TYPE 'C'
23
TOWNHOUSE
TYPE 'C'
24
TOWNHOUSE
TYPE 'C'
25
TOWNHOUSE
TYPE 'C'
26
TOWNHOUSE
TYPE 'C'
27
TOWNHOUSE
TYPE 'C'
28
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B U I L D I N G 4 B U I L D I N G 5
B U I L D I N G 6 B U I L D I N G 7
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6
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12
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36
TOWNHOUSE
TYPE 'C'
35
TOWNHOUSE
TYPE 'C'
34
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TYPE 'C'
33
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40
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TBC: 4853.24
TBC: 4852.20
TBC: 4852.55TBC: 4853.01
TBC: 4852.86
TBC: 4852.55
TBC: 4852.86
TBC: 4853.24
4321
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TBC: 4852.54
TBC: 4852.55
TBC: 4852.88
TBC: 4855.60
TBC: 4855.60
TBC: 4854.93
TBC: 4854.24
TBC: 4854.72
TBC: 4854.00
TBC: 4853.24
TBC: 4854.12
TBC: 4853.68
TBC: 4852.98
TBC: 4853.38
TBC: 4853.68
TBC: 4853.06
TBC: 4854.12
TBC: 4854.20
TBC: 4854.68
TBC: 4854.24
TBC: 4854.54
TBC: 4854.00
TBC: 4854.09
TBC: 4854.00
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TBC: 4852.86
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BLOCK 1
SUMMERS DRIVE
BLOCK 2
HI
D
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O
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T
S
T
R
E
E
T
BLOCK 5
BLOCK 4
TRAPPERS LOOP
BM #1
BM #2
NOTES:
1.INSTALL STREET NAME SIGNS AT EACH INTERSECTION.
2.SIDEWALKS MUST MEET ADA REQUIREMENTS. SEE DRAWING 712-C OF THE CITY OF
REXBURG STANDARD DRAWINGS AND SPECIFICATIONS 2016 EDITION SHEET 7.
3.REFER TO PLAN AND PROFILE SHEETS FOR MANHOLE NUMBERING AND BREAKDOWN
OF CONSTRUCTION ITEMS.
BM #1 SECTION CORNER
NORTHEAST CORNER SEC 26 -BRASS CAP
ELEV= 4856.10
N= 787178.97
E= 748164.43
BM #2 SECTION CORNER
EAST 1/4 CORNER SEC 26 -BRASS CAP
ELEV= 4854.80
N= 784538.48
E= 748181.38
PURSUANT TO COORDINATE SYSTEM WHICH COINCIDES WITH IDAHO-E-ZONE STATE PLANE
NAVD-88 CENTRAL MERIDIAN
PROJECT BENCHMARK BM#
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
BLOCK 3
SUMMERS DRIVE
P.U.D.COMMERCIAL PARK
EX SSMH
RIM=4856.43
S INV=4840.38
N INV=4840.38
EX STORM MH
RIM=4856.43
S INV=4840.38
N INV=4840.38
EX STORM MH
RIM=4856.87
W INV=4847.27
EX STORM MH
EX SSMH
RIM=4856.98
N INV=4840.98
S INV=4840.88
E INV=4841.73
EX SSMH
RIM=4856.11
S INV=4841.61
N INV=4841.53
EX STORM MH
RIM=4856.16
S INV=4847.26
NE INV=4847.16
EX WATER LINE
EXISTING DITCH TO BE
ABANDONED AND FILLED
PER DEVELOPER
EXISTING DITCH TO BE
ABANDONED AND FILLED
PER DEVELOPER
EO
N90° 00' 00"W
61.00'
EO
EO EP EP EP EP EP EP EP
EP EP EP EP EP EP
EO
EP EP EP EP
EP EP EP EP
1
18218 SF0.418 AC
2
22373 SF0.514 AC
1
22408 SF0.514 AC
6
73765 SF1.693 AC
2
26383 SF0.606 AC
3
22189 SF0.509 AC
4
19773 SF0.454 AC
5
22306 SF0.512 AC
BLOCK 3
BLOCK 4
BLOCK 5
1612.00'
3
47629 SF1.093 AC
2
47761 SF1.096 AC
1
47742 SF1.096 AC
4
46626 SF1.070 AC
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
15
13
13
12
6
15
20' REAR YARD SETBACK
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
26
7
26
7
7
5
30
31
7
4-PLEX
TYPE 'A'
1
4-PLEX
TYPE 'A'
2
4-PLEX
TYPE 'A'
3
4-PLEX
TYPE 'A'
4
4-PLEX
TYPE 'A'
5
4-PLEX
TYPE 'A'
7
4-PLEX
TYPE 'A'
8
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'A'
10
4-PLEX
TYPE 'A'
11
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'A'
14
4-PLEX
TYPE 'A'
15
4-PLEX
TYPE 'A'
16
4-PLEX
TYPE 'A'
17
4-PLEX
TYPE 'A'
18
4-PLEX
TYPE 'B'
1
4-PLEX
TYPE 'B'
2
4-PLEX
TYPE 'B'
3
4-PLEX
TYPE 'B'
4
4-PLEX
TYPE 'B'
5
4-PLEX
TYPE 'B'
6
4-PLEX
TYPE 'B'
7
4-PLEX
TYPE 'B'
8
TOWNHOUSE
TYPE 'C'
38
TOWNHOUSE
TYPE 'C'
37
TOWNHOUSE
TYPE 'C'
32
TOWNHOUSE
TYPE 'C'
31
TOWNHOUSE
TYPE 'C'
30
TOWNHOUSE
TYPE 'C'
29
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
TOWNHOUSE
TYPE 'C'
2
TOWNHOUSE
TYPE 'C'
1
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
9
TOWNHOUSE
TYPE 'C'
10
TOWNHOUSE
TYPE 'C'
11
TOWNHOUSE
TYPE 'C'
12
TOWNHOUSE
TYPE 'C'
18
TOWNHOUSE
TYPE 'C'
19
TOWNHOUSE
TYPE 'C'
20
TOWNHOUSE
TYPE 'C'
17
TOWNHOUSE
TYPE 'C'
16
TOWNHOUSE
TYPE 'C'
15
TOWNHOUSE
TYPE 'C'
14
TOWNHOUSE
TYPE 'C'
13
TOWNHOUSE
TYPE 'C'
21
TOWNHOUSE
TYPE 'C'
22
TOWNHOUSE
TYPE 'C'
23
TOWNHOUSE
TYPE 'C'
24
TOWNHOUSE
TYPE 'C'
25
TOWNHOUSE
TYPE 'C'
26
TOWNHOUSE
TYPE 'C'
27
TOWNHOUSE
TYPE 'C'
28
B
U
I
L
D
I
N
G
1
B U I L D I N G 2 B U I L D I N G 3
B U I L D I N G 4 B U I L D I N G 5
B U I L D I N G 6 B U I L D I N G 7
B
U
I
L
D
I
N
G
8
B
U
I
L
D
I
N
G
9
B
U
I
L
D
I
N
G
1
0
4-PLEX
TYPE 'A'
6
4-PLEX
TYPE 'A'
12
TOWNHOUSE
TYPE 'C'
36
TOWNHOUSE
TYPE 'C'
35
TOWNHOUSE
TYPE 'C'
34
TOWNHOUSE
TYPE 'C'
33
EO
EO
EO
TBC: 4853.24 TBC: 4852.19 TBC: 4852.55TBC: 4853.24
TBC: 4852.86
TBC: 4852.55
TBC: 4852.86
TBC: 4853.24
1.5
%
1.5%
1
.
5
%
AREA 5
32622 SF
AREA 21
4462 SF
AREA 19
17425 SF
AREA 26
9001 SF
AREA 15
44547 SF
AREA 16
12879 SF
AREA 13
54959 SF
AREA 8
26323 SF
AREA 22
8708 SF
AREA 25
19876 SF AREA 23
12546 SF
AREA 20
9702 SF
AREA 24
17811 SF
AREA 3
51914 SFAREA 4
36245 SF
AREA 1
55285 SF
AREA 9
13436 SF
AREA 17
53066 SF
AREA 2
79460 SF
AREA 18
20608 SF
AREA 10
15669 SF
AREA 7
37540 SF
AREA 6
72746 SF
AREA 14
11804 SF
AREA 12
17414 SF
AREA 11
17334 SF
TBC: 4852.54
TBC: 4852.55 TBC: 4853.95
TBC: 4854.93
TBC: 4854.24
TBC: 4854.24
TBC: 4854.54
TBC: 4854.72TBC: 4854.68
TBC: 4854.20
TBC: 4854.00
TBC: 4853.06
TBC: 4853.26
TBC: 4854.12
TBC: 4853.06
TBC: 4853.38
TBC: 4853.68TBC: 4853.68
TBC: 4852.98
TBC: 4852.86
TBC: 4852.86
TBC: 4852.86
TBC: 4852.86
TBC: 4855.60
TBC: 4855.60
TBC: 4853.01TBC: 4852.73
4851 4852
TBC: 4852.20
TBC: 4853.83
TBC: 4853.50
TBC: 4853.50
TBC: 4853.50
TBC: 4853.50
TBC: 4853.50
TBC: 4852.80
TBC: 4852.60TBC: 4852.60
TBC: 4852.98
TBC: 4852.98
TBC: 4852.60 TBC: 4852.60
TBC: 4852.90
TBC: 4853.00
TBC: 4853.35TBC: 4853.60
TBC: 4853.30
TBC: 4853.08
TBC: 4854.00
TBC: 4853.68
TBC: 4851.90
TBC: 4852.00
TBC: 4852.58
TBC: 4853.00TBC: 4853.00TBC: 4852.40
TBC: 4854.00
TBC: 4852.70
TBC: 4852.90
TBC: 4853.00
TBC: 4852.99
TBC: 4853.83 TBC: 4854.00
TBC: 4852.00
TBC: 4852.00
TBC: 4851.90
TBC: 4851.90
TBC: 4853.40
TBC: 4853.40TBC: 4853.94
W E
S
N
060'60'30'
SCALE: 1" = 60'
4 C-
2
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A
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S
L
A
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D
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P
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D
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M
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BLOCK 1
BLOCK 2
HI
D
E
O
U
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
INFILTRATION SYSTEM NOTES:
1.CONTRACTOR TO OVER EXCAVATED TO FREE DRAINING
ROCK PRIOR TO INSTALLING DRAIN ROCK FOR
INFILTRATION SYSTEMS. CONTRACTOR SHALL CONTACT
EAGLE ROCK ENGINEERING INSPECTION DEPARTMENT
DURING EXCAVATIONS TO VERIFY.
SDMH/ CB-14
SD
M
H
/
C
B
-
8
SDMH/ CB-6
SDMH/ CB-5
SDMH/ CB-14
SD
M
H
/
C
B
-
3
SDMH/ CB-2
SDMH/ CB-7
SDMH/ CB-18
SDMH/ CB-21
SDMH/ CB-22
SDMH/ CB-20
SDMH/ CB-26
SDMH/ CB-23
SDMH/ CB-24SDMH/ CB-25
SDMH/ CB-12
SDMH/ CB-11
SDMH/ CB-9
SDMH/ CB-10
SDMH/
CB-13
SDMH/ CB-16
SD
M
H
/
C
B
-
1
5
SDMH/ CB-17A
SDMH/ CB-17
SDMH/ CB-1
SDMH/ CB-19
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
8'
'
W
8'
'
W
8'
'
W
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'
W
8'
'
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(
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'
'
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(
8
'
'
S
S
8'
'
S
S
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10
'
S
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D
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Y
A
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D
S
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T
B
A
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77
8'
'
S
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8'
'
S
S
)
8'
'
W
8'
'
W
(
8
'
'
S
S
W
W
WWW
W W
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
6'
'
W
W
4-PLEX
TYPE 'A'
1
4-PLEX
TYPE 'A'
2
4-PLEX
TYPE 'A'
3
4-PLEX
TYPE 'A'
4
4-PLEX
TYPE 'A'
5
4-PLEX
TYPE 'A'
7
4-PLEX
TYPE 'A'
8
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'B'
6
4-PLEX
TYPE 'B'
7
4-PLEX
TYPE 'B'
8TOWNHOUSE
TYPE 'C'
32
B
U
I
L
D
I
N
G
9
4-PLEX
TYPE 'A'
6
TOWNHOUSE
TYPE 'C'
34
TOWNHOUSE
TYPE 'C'
33
W W W W W W W 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''W10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
3
11
4
SSMH-4 1
TBC: 4853.24
TBC: 4852.20
TBC: 4852.55
TBC: 4852.86
TBC: 4852.86
TBC: 4853.24
TBC: 4852.10 TBC: 4852.01 TBC: 4853.54TBC: 4853.68
TBC: 4852.77
TBC: 4853.00
TBC: 4853.01
TBC: 4852.89TBC: 4852.72
TBC: 4853.68TBC: 4853.53
TBC: 4852.20TBC: 4852.78TBC: 4852.94
TBC: 4853.55
TBC: 4853.59
2
5
4
7
4
6
5
5
6
2
TBC: 4852.73
2
SSMH-12
TBC: 4852.55
4852
4851
48524851
SSMH 5
SDMH/CB-9
SDMH/CB-10SDMH/CB-11
SDMH/CB-12
CB-17 CB-17A
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+60
4846
4848
4850
4852
4854
4846
4848
4850
4852
4854
299-LF OF 8" PVC @ 0.40%
206-LF OF 8" PVC @ 0.40%
W INV IN=4845.31
S INV IN=4845.31
E INV OUT=4845.21
SSMH-4
STA=12+63.92
RIM=4852.40
92-LF OF 8" WATERLINE 315-LF OF 8" WATERLINE
303-LF OF 8" WATERLINE
197-LF OF 8" WATERLINE
ST
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:
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9
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:
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.
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:
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8
.
8
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:
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6
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6
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8
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3
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5
3
.
0
1
-0.41%-0.41%
-0.41%0.41%0.42%0.41%-0.40%0.66%
AL: 47.14'
-0.41%-0.41%-0.41%0.41%0.42%0.41%-0.40%0.66%
AL: 47.08'
IN
S
T
A
L
L
F
H
ST
A
:
1
7
+
0
6
.
2
7
12" N INV IN=4848.60
24" W INV OUT=4847.20
SDMH-11
STA: 12+53.85
RIM=4852.20
BOTTOM=4844.20
S INV OUT=4848.70
CB-11
STA: 12+53.85
GRATE=4851.70
N INV OUT=4848.70
CB-12
STA: 12+53.85
GRATE=4851.70
12" S INV IN=4848.95
24" W INV OUT=4847.55
SDMH-9
STA: 16+78.85
RIM=4852.55
BOTTOM=4844.55
N INV OUT=4849.05
CB-9
STA: 16+78.85
GRATE=4852.05
12" N INV IN=4848.95
24" W INV OUT=4847.55
SDMH-10
STA: 16+79.01
RIM=4852.55
BOTTOM=4844.55
S INV OUT=4849.05
CB-10
STA: 16+79.01
GRATE=4852.05
12" S INV IN=4848.60
24" W INV OUT=4847.20
SDMH-12
STA: 12+53.85
RIM=4852.20
BOTTOM=4844.20
5-LF OF 8" WATERLINE20-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
N INV IN=4846.62
E INV OUT=4846.50
SSMH 5
STA=14+22.04
RIM=4852.52
EXISTING GROUND
PROPOSED LEFT TBC
PROPOSED RIGHT TBC
EXISTING GROUND
18" MIN SEPARATION
INSTALL 4-45° BENDS
W/ THRUST BLOCKS
6' MIN BURY
6' MIN BURY
W E
S
N
040'40'20'
SCALE: 1" = 40'
5
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i
n
g
.
E
SH
E
E
T
N
O
.
SH
E
E
T
N
A
M
E
CI
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
ID
A
H
O
F
A
L
L
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
E
P
A
R
E
D
F
O
R
:
JB
K
A
Y
C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
O
V
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
TR
A
P
P
E
R
S
L
A
N
D
I
N
G
P
U
D
A
N
D
C
O
M
M
E
R
C
I
A
L
P
A
R
K
TE
R
R
Y
H
A
N
S
E
N
M.
P
A
T
Z
E
R
KU
R
T
J
.
R
O
L
A
N
D
21
0
2
5
KEY MAP
W E
S
N
6 NOT USED6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
NOT USED
9 45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
7 INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
SUMMERS DRIVE
HI
D
E
O
U
T
S
T
R
E
E
T
BLOCK 1
SUMMERS DRIVE
BLOCK 2
HI
D
E
O
U
T
S
T
R
E
E
T
12
'
'
W
(1
2
'
'
S
S
12
'
'
S
S
)
12
'
'
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''SS )8''SS )8''SS )8''SS )
8'
'
W
8'
'
W
8'
'
W
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
8'
'
W
8'
'
W
8''SS
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
8'
'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
6'
'
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
26+32.3617+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
14
EX-SSMH
SSMH-1
SSMH-3SSMH-41 1 1 1
32
TBC: 4852.86
TBC: 4852.54
TBC: 4852.86 TBC: 4853.68
TBC: 4852.98
TBC: 4854.52
TBC: 4853.38
TBC: 4853.68
TBC: 4853.38
TBC: 4854.24
TBC: 4854.54
TBC: 4854.24
TBC: 4854.93
TBC: 4855.60
TBC: 4855.60
TBC: 4852.55
2
5
1
LIGHT POST
4 4
4
7
7
7
5
6
177
9TBC: 4854.09 SSMH-2
SDMH/CB-2
SDMH/CB-7 SDMH/CB-4
SDMH/CB-01
SD
M
H
/
C
B
-
3
A
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
17+40 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50
4848
4850
4852
4854
4856
4858
4860
4848
4850
4852
4854
4856
4858
4860
206-LF OF 8" PVC @ 0.40%
383-LF OF 8" PVC @ 0.40%
255-LF OF 8" PVC @ 0.40%
57-LF OF 8" PVC @ 0.40%
W INV IN=4844.38
E INV OUT=4844.28
SSMH-3
STA=19+27.04
RIM=4852.80
57-LF OF 8" PVC @ 0.40%
8" SW INV IN=4841.30
12" N INV IN=4840.98
8" E INV IN=4841.73
12" S INV OUT=4840.88
EX-SSMH
STA=26+12.68
RIM=4856.80
W INV IN=4841.63
NE INV OUT=4841.53
SSMH-1
STA=25+65.04
RIM=4855.80
197-LF OF 8" WATERLINE
PC
S
T
A
:
1
7
+
5
2
.
8
5
EL
:
4
8
5
2
.
8
6
PT
S
T
A
:
1
7
+
8
2
.
9
9
EL
:
4
8
5
2
.
5
5
PC
S
T
A
:
1
8
+
8
4
.
8
3
EL
:
4
8
5
2
.
9
8
PT
S
T
A
:
1
9
+
1
4
.
8
3
EL
:
4
8
5
3
.
6
8
PC
S
T
A
:
1
9
+
5
8
.
8
3
EL
:
4
8
5
3
.
6
8
PT
S
T
A
:
1
9
+
8
8
.
9
7
EL
:
4
8
5
3
.
3
8
PC
S
T
A
:
2
2
+
7
2
.
8
3
EL
:
4
8
5
4
.
5
4
PT
S
T
A
:
2
3
+
0
2
.
8
3
EL
:
4
8
5
4
.
2
4
PC
S
T
A
:
2
3
+
4
6
.
8
2
EL
:
4
8
5
4
.
2
4
PT
S
T
A
:
2
3
+
7
6
.
9
6
EL
:
4
8
5
4
.
9
4
ST
A
:
2
5
+
3
7
.
9
2
EL
:
4
8
5
5
.
6
0
ST
A
:
2
3
+
7
6
.
8
4
EL
:
4
8
5
4
.
9
4
ST
A
:
2
5
+
3
7
.
7
9
EL
:
4
8
5
5
.
6
0
ST
A
:
2
2
+
7
2
.
8
3
EL
:
4
8
5
4
.
5
2
ST
A
:
1
9
+
8
8
.
8
3
EL
:
4
8
5
3
.
3
8
ST
A
:
1
8
+
8
4
.
8
3
EL
:
4
8
5
2
.
9
6
PT
S
T
A
:
1
7
+
8
3
.
0
1
EL
:
4
8
5
2
.
5
5
PC
S
T
A
:
1
7
+
5
3
.
0
1
EL
:
4
8
5
2
.
8
6
IN
S
T
A
L
L
F
H
ST
A
:
1
8
+
8
5
.
2
8
INSTALL FH
STA: 23+89.83
-0.64%
AL: 47.21'
0.41%
1.48%
AL: 47.22'
-0.64%
AL: 47.16'
0.41%
-0.64%
AL: 47.22'
1.48%
AL: 47.13'
0.41%
-0.66%
AL: 47.17'
0.40%
0.40%
0.40%
0.40%
0.41%
12" S INV IN=4848.95
24" E INV OUT=4847.55
SDMH-7
STA: 17+82.99
RIM=4852.55
BOTTOM=4844.55
N INV OUT=4849.05
CB-7
STA: 17+82.99
GRATE=4852.05
N INV OUT=4849.88
CB-4
STA: 19+88.97
GRATE=4852.88
12" S INV IN=4849.78
24" E INV OUT=4848.38
SDMH-4
STA: 19+88.97
RIM=4853.38
BOTTOM=4845.38
S INV OUT=4849.05
CB-2
STA: 17+83.01
GRATE=4852.05
12" N INV IN=4848.95
24" E INV OUT=4847.55
SDMH-2
STA: 17+83.01
RIM=4852.55
BOTTOM=4844.55
S INV OUT=4850.59
(NOT A LOW POINT) CB-01
STA: 21+65.37
GRATE=4853.59
12" N INV IN=4850.49
24" E INV OUT=4849.09
SDMH-01
STA: 21+65.36
RIM=4854.09
BOTTOM=4846.09
W INV IN=4842.75
N INV IN=4842.75
E INV OUT=4842.65
SSMH-2
STA=23+10.16
RIM=4854.30
388-LF OF 8" WATERLINE
285-LF OF 8" WATERLINE
49-LF OF 8" WATERLINE
1.85%
ST
A
:
2
6
+
0
7
.
4
1
EL
:
4
8
5
7
.
3
6
2.20%
AL: 46.3
4
'
2.46%
AL: 46.25'1.60%
ST
A
:
2
5
+
7
6
.
5
6
EL
:
4
8
5
6
.
2
2
ST
A
:
2
6
+
0
6
.
0
5
EL
:
4
8
5
6
.
7
6
ST
A
:
2
5
+
7
7
.
9
9
EL
:
4
8
5
6
.
3
4
12" W INV IN=4850.45
24" N INV OUT=4849.24
SDMH-3
STA: 17+30.25
RIM=4854.24
BOTTOM=4846.24
W INV IN=4850.65
E INV OUT=4850.55
CB-3A
STA: 17+30.22
GRATE=4853.74
E INV OUT=4850.74
CB-3
STA: 17+29.87
GRATE=4853.74
41-LF OF 12" PVC @ 0.22%
PROPOSED LEFT TBC
EXISTING GROUND
PROPOSED RIGHT TBC
EXISTING GROUND
CONTRACTOR TO FIELD VERITY
EXISTING 12" N AND S INVERTS 4840.88
6' MIN BURY
6' MIN BURY
W E
S
N
040'40'20'
SCALE: 1" = 40'
6
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TR
A
P
P
E
R
S
L
A
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D
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G
P
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D
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A
T
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E
R
KU
R
T
J
.
R
O
L
A
N
D
21
0
2
5
KEY MAP
W E
S
N
6 6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
9
7
NOT USED
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
NOT USED
45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
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S
I
D
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Y
A
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D
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T
B
A
C
K
HIGHWAY 33
12
T
H
W
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S
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S
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T
SUMMERS DRIVE
TRAPPERS LOOP
SUMMERS DRIVE
HI
D
E
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U
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S
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T
SUMMERS DRIVE
BLOCK 5
12
t
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W
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BLOCK 4
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BLOCK 3
BLOCK 3
CONNECT TO
EXISTING WATER LINE
PAVEMENT TO
EXTEND TO EXISTING
ON 12TH WEST STREET
BL
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13+63.079+80 10+00 11+00 12+00 13+00
1
3
3 2
111
TBC: 4853.33
TBC: 4853.51 TBC: 4851.90
TBC: 4852.00
TBC: 4853.84
TBC: 4853.90
TBC: 4853.90
TBC: 4853.90
TBC: 4853.90
TBC: 4853.90
TBC: 4853.75 TBC: 4853.70
TBC: 4853.68
TBC: 4853.35 TBC: 4852.90
TBC: 4852.60
TBC: 4852.80
TBC: 4852.60
TBC: 4852.00
TBC: 4852.00
TBC: 4853.53
2
5
TBC: 4852.00
TBC: 4852.31
TBC: 4853.50
TBC: 4853.50
TBC: 4853.005
6
1
2
2
TBC: 4851.70 TBC: 4851.60
3
3
TBC: 4853.04
TBC: 4852.37
TBC: 4853.35
TBC: 4853.41
SSMH-7 SSMH-6 12SDMH/CB-14
SD
M
H
/
C
B
-
1
3
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 12+00 13+00 13+80
N INV IN=4847.55
E INV IN=4847.55
S INV OUT=4847.45
SSMH-7
STA=11+71.38
RIM=4852.40W INV IN=4848.01
E INV IN=4848.01
S INV OUT=4847.91
SSMH-8
STA=10+80.40
RIM=4852.40
91-LF OF 8" PVC @ 0.40%
104-LF OF 8" PVC @ 0.40%
ST
A
:
9
+
8
3
.
8
8
EL
:
4
8
5
2
.
1
5
1.09%
79-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE 79-LF OF 8" PVC @ 0.40%
W INV IN=4847.04
N INV IN=4847.04
S INV OUT=4846.94
SSMH-6
STA=12+74.91
RIM=4852.00
SE INV OUT=4848.50
CB-14
STA: 9+85.61
GRATE=4851.50
12" NW INV IN=4848.40
24" S INV OUT=4846.50
SDMH-14
STA: 9+89.16
RIM=4851.50
BOTTOM=4843.50
-0.23%
ST
A
:
1
3
+
2
1
.
5
7
EL
:
4
8
5
2
.
8
7
0.28%
ST
A
:
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3
+
6
3
.
0
7
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4
8
5
2
.
3
1
ST
A
:
1
3
+
4
3
.
5
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EL
:
4
8
5
2
.
7
0
ST
A
:
1
3
+
0
3
.
8
5
EL
:
4
8
5
2
.
9
1
ST
A
:
1
2
+
7
4
.
6
3
EL
:
4
8
5
2
.
6
6
ST
A
:
1
1
+
9
1
.
4
7
EL
:
4
8
5
2
.
8
5
ST
A
:
1
0
+
7
3
.
6
3
EL
:
4
8
5
2
.
5
3
0.85%-0.21%
2.00%-2.00%
114-LF OF 8" WATERLINE
75-LF OF 8" WATERLINE
N INV IN=4846.62
E INV OUT=4846.50
SSMH 5
STA=13+53.56
RIM=4852.52EXISTING GROUND
PROPOSED
CENTERLINE GRADES
18" MIN
SEPARATION
18" MIN
SEPARATION
18" MIN
SEPARATION
6' MIN BURY
18" MIN
SEPARATION
WATER MAIN CROSSES SS IN 4 LOCATIONS EAST AND WEST INSTALL THIS
SECTION AT MINIMUM OF 7' DEPTH TO ENSURE A MINIMUM OF 18"
VERTICAL SEPARATION FROM SS (CONTRACTOR HAS OPTION
OF INSTALLLING 4-45° BENDS WITH THRUST BLOCKS AT 4 LOCATIONS)
8'
'
W
8'
'
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'
'
W
(
8
'
'
S
S
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
13
6
15
( 8''SS ( 8''SS ( 8''SS
8''W 8''W 8''W 8''W W
W
W
W
W W
W
W
W
W
W
W
W W WW W W
W
W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
2
TOWNHOUSE
TOWNHOUSE
TOWNHOUSE
TYPE 'C'
5
TYPE 'C'
6
TYPE 'C'
7
TYPE 'C'
8
TYPE 'C'
9
TYPE 'C'
10 11 12
TOWNHOUSE
TYPE 'C'
TOWNHOUSE
TYPE 'C'
TOWNHOUSE
TYPE 'C'
TOWNHOUSE
TYPE 'C'
TOWNHOUSE
TYPE 'C'
TOWNHOUSE
TYPE 'C'
TOWNHOUSE
TYPE 'C'
TOWNHOUSE
TYPE 'C'
B U I L D I N G 4 B U I L D I N G 5
8'
'
W
8'
'
W
9+80 10+00 11+00 12+00 13+00 14+00 15+00
2
3
2
1
1 1 1
1
1
TBC: 4853.33
TBC: 4853.51
TBC: 4852.00
TBC: 4853.35
TBC: 4852.90
TBC: 4852.60
TBC: 4853.30
TBC: 4853.60
TBC: 4852.60
TBC: 4852.98
TBC: 4852.00
LIGHT POLE
3
5
2
TBC: 4853.50
TBC: 4853.00
5
6
TBC: 4851.70
TBC: 4852.00
TBC: 4853.35
TBC: 4853.41
3
2
2
3
SSMH-7
SSMH-9
SDMH/CB-13
SD
M
H
/
C
B
-
1
5
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 12+00 13+00 14+00 15+0015+14
W INV OUT=4848.60
SSMH-11
STA=14+73.04
RIM=4852.20W INV IN=4848.01
E INV IN=4848.01
S INV OUT=4847.91
SSMH-8
STA=13+28.04
RIM=4852.40
E INV OUT=4849.36
SSMH-9
STA=9+88.03
RIM=4852.80
145-LF OF 8" PVC @ 0.40%
315-LF OF 8" WATERLINE
340-LF OF 8" PVC @ 0.40%
ST
A
:
9
+
8
0
.
4
9
EL
:
4
8
5
3
.
3
5
ST
A
:
1
0
+
1
3
.
1
4
EL
:
4
8
5
2
.
5
4
ST
A
:
1
1
+
5
8
.
0
2
EL
:
4
8
5
1
.
7
7
ST
A
:
1
2
+
9
4
.
5
4
EL
:
4
8
5
2
.
3
7
ST
A
:
1
4
+
7
8
.
1
3
EL
:
4
8
5
2
.
4
0
ST
A
:
1
3
+
4
6
.
3
0
EL
:
4
8
5
2
.
4
1
-0.53%0.27%-0.01%
173-LF OF 8" WATERLINE
12" S INV IN=4848.16
12" N INV IN=4848.16
24" W INV OUT=4846.40
SDMH-13
STA: 14+09.47
RIM=4851.40
BOTTOM=4843.40
14-LF OF 12" PVC @ 0.29%
ST
A
:
1
5
+
0
2
.
6
9
EL
:
4
8
5
2
.
9
0
ST
A
:
1
3
+
2
5
.
8
5
EL
:
4
8
5
2
.
5
7
ST
A
:
1
3
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2
0
.
4
4
EL
:
4
8
5
2
.
4
5
2.02%
-2.48%
-0.77%0.29%
12" N INV IN=4848.40
24" S INV OUT=4846.50
SDMH-15
STA: 11+58.05
RIM=4851.50
BOTTOM=4843.50
S INV OUT=4848.50
CB-15
STA: 11+58.05
GRATE=4851.50
S INV OUT=4848.20
CB-13
STA: 14+09.45
GRATE=4851.20
PROPOSED
CENTERLINE GRADES
EXISTING GROUND
6' MIN BURY
W
E
SN
040'40'20'
SCALE: 1" = 40'
7
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6 6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
9
7
NOT USED
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
NOT USED
45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
SUMMERS DRIVE
HI
D
E
O
U
T
S
T
R
E
E
T
W E
S
N
040'40'20'
SCALE: 1" = 40'
SU
M
M
E
R
S
D
R
I
V
E
BLOCK 1
BLOCK 1CURB TRANSITION
FROM LIP DOWN
TO LIP UP
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'
'
W
8'
'
S
S
)
8'
'
S
S
)
8''SS )8''SS )
10' SIDE YARD SETBACK
W
W W WW W
W
W
W
W
W
W
W
8'
'
W
8'
'
S
S
)
W W W W
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
32
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
31
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
30
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
29
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
4
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
3
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
2
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
1
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
5
TO
W
N
H
O
U
S
E
TO
W
N
H
O
U
S
E
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
13
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
21
TO
W
N
H
O
U
S
E
B U I L D I N G 1B U I L D I N G 8TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
W
8'
'
W
8'
'
W
8'
'
W
SSMH-11
9+80 10+00 11+00 12+00 13+00 13+35.391
1
3
2
1
1
TBC: 4853.68
TBC: 4852.10
TBC: 4852.98
TBC: 4852.60
TBC: 4851.90
TBC: 4852.00
TBC: 4854.00
TBC: 4853.08
TBC: 4853.30
TBC: 4853.60TBC: 4852.60
TBC: 4852.98
LIGHT POLE
2
2
6 5
3
1SSMH-12 SSMH-9
SD
M
H
/
C
B
-
1
6
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 12+00 13+00 13+50
S INV OUT=4848.89
SSMH-13
STA=11+52.65
RIM=4853.10
N INV IN=4848.48
E INV OUT=4848.40
SSMH-12
STA=10+49.16
RIM=4852.80
103-LF OF 8" PVC @ 0.40%
-0.50%-3.9
9
%
ST
A
:
1
0
+
0
2
EL
:
4
8
5
2
.
8
8
12" NE INV IN=4849.48
24" W INV OUT=4847.50
SDMH-16
STA: 13+20.26
RIM=4852.50
BOTTOM=4844.50
SW INV OUT=4849.58
CB-16
STA: 13+23.95
GRATE=4852.58
-0.34%2.15%
1.26%
0.52%ST
A
:
1
0
+
1
6
.
8
3
EL
:
4
8
5
2
.
2
9
ST
A
:
1
0
+
6
1
.
6
5
EL
:
4
8
5
2
.
8
6
ST
A
:
1
1
+
4
9
.
5
7
EL
:
4
8
5
3
.
3
1
ST
A
:
1
2
+
4
1
.
0
6
EL
:
4
8
5
2
.
8
6
ST
A
:
1
2
+
5
6
.
7
6
EL
:
4
8
5
3
.
1
7
ST
A
:
1
3
+
2
5
.
7
4
EL
:
4
8
5
3
.
5
4
ST
A
:
1
3
+
2
5
.
2
3
EL
:
4
8
5
2
.
9
4
ST
A
:
1
0
+
0
1
.
4
9
EL
:
4
8
5
2
.
2
8
-2.00%
IN
S
T
A
L
L
F
H
ST
A
:
1
1
+
8
5
.
1
6
198-LF OF 8" WATERLINE75-LF OF 8" WATERLINE
E INV OUT=4849.36
SSMH-9
STA=12+43.65
RIM=4852.80
PROPOSED
CENTERLINE GRADES
EXISTING
GROUND
18" MIN
SEPARATION
6'
MIN
BURY
6'
MIN
BURY
18" MIN
SEPARATION
N90° 00' 00"W
8'
'
W
8'
'
W
8'
'
W
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
15
13
12
( 8''SS ( 8''SS ( 8''SS
8''W 8''W 8''W
W
W
W
W W
W W
W
W
W
W
TOWNHOUSE
TYPE 'C'
20
TOWNHOUSE
TYPE 'C'
28
8'
'
W
SSMH-12
9+80
10+00
11+00 12+00
3
1 1
2
3
1
TBC: 4851.90
TBC: 4851.90
TBC: 4853.50TBC: 4853.84
TBC: 4853.90
TBC: 4853.90
5
2
3
3
2
5
6 1
2
2
SSMH-7
SDMH/CB-13
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 12+00
W INV OUT=4848.14
SSMH-14
STA=11+52.63
RIM=4852.00
N INV IN=4847.55
E INV IN=4847.55
S INV OUT=4847.45
SSMH-7
STA=10+07.63
RIM=4852.40
ST
A
:
1
1
+
7
1
.
6
8
EL
:
4
8
5
2
.
0
5
3.74%
145-LF OF 8" PVC @ 0.40%
N INV OUT=4848.20
CB-13A
STA: 10+71.54
GRATE=4851.10
14-LF OF 12" PVC @ 0.29%
ST
A
:
1
1
+
9
5
EL
:
4
8
5
3
.
5
0
ST
A
:
9
+
8
6
EL
:
4
8
5
3
.
0
4
ST
A
:
9
+
8
9
.
8
0
EL
:
4
8
5
2
.
5
1
-0.00%
143-LF OF 8" WATERLINE
ST
A
:
1
1
+
9
4
.
4
9
EL
:
4
8
5
2
.
9
0
ST
A
:
1
1
+
4
9
.
9
2
EL
:
4
8
5
1
.
9
4
ST
A
:
1
0
+
5
0
.
0
2
EL
:
4
8
5
1
.
9
4
0.49%-0.94%
5-LF OF 8" WATERLINE
20-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
12" S INV IN=4848.16
12" N INV IN=4848.16
24" W INV OUT=4846.40
SDMH-13
STA: 10+88.93
RIM=4851.40
BOTTOM=4843.40
PROPOSED
CENTERLINE GRADES
EXISTING GROUND
18" MIN
SEPARATION
6'
MIN
BURY
W
E
S N
040'40'20'
SCALE: 1" = 40'
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KEY MAP
W E
S
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6 6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
9
7
NOT USED
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
NOT USED
45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
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A
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D
S
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T
B
A
C
K
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
SUMMERS DRIVE
HI
D
E
O
U
T
S
T
R
E
E
T
W E
S
N
040'40'20'
SCALE: 1" = 40'
SU
M
M
E
R
S
D
R
I
V
E
BLOCK 1
BLOCK 1
CURB TRANSITION
FROM LIP DOWN
TO LIP UP
15
13 13
12
15
(
8
'
'
S
S
(
8
'
'
S
S
8'
'
W
8'
'
W
8'
'
W
(
8
'
'
S
S
(
8
'
'
S
S
8'
'
W
8'
'
W
8'
'
W
W
W
W W
W
W
W
WW
W
W
W
W
WW
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4-
P
L
E
X
TY
P
E
'
B
'
6
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P
L
E
X
TY
P
E
'
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'
7
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P
L
E
X
TY
P
E
'
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'
8
8''W 8''W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
SSMH-12
SSMH-9
9+80 10+00 11+00
2
1
1
3
TBC: 4851.90TBC: 4852.00
LIGHT POLE
3
1
1
SD
M
H
/
C
B
-
1
3
4838
4840
4842
4844
4846
4848
4850
4852
4854
4838
4840
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 11+86
ST
A
:
9
+
8
0
.
0
2
EL
:
4
8
5
3
.
5
0
ST
A
:
1
0
+
5
8
.
0
8
EL
:
4
8
5
1
.
7
1
-2.30%
14-LF OF 12" PVC @ 0.29%
12" S INV IN=4848.16
12" N INV IN=4848.16
24" W INV OUT=4846.40
SDMH-13
STA: 10+58.04
RIM=4851.40
BOTTOM=4843.40
S INV OUT=4848.20
CB-13
STA: 10+44.54
GRATE=4851.20
14-LF OF 12" PVC @ 0.29%
N INV OUT=4848.20
CB-13A
STA: 10+71.54
GRATE=4851.10
0.00%
ST
A
:
1
1
+
3
6
.
0
8
EL
:
4
8
5
3
.
5
7
ST
A
:
1
1
+
3
5
.
5
7
EL
:
4
8
5
2
.
9
7
ST
A
:
1
0
+
8
3
.
8
9
EL
:
4
8
5
1
.
6
3
ST
A
:
1
0
+
3
2
.
2
6
EL
:
4
8
5
1
.
7
1
ST
A
:
9
+
8
0
.
5
9
EL
:
4
8
5
2
.
9
0
0.00%-0.31%
2.60%
119-LF OF 8" WATERLINE
PROPOSED
CENTERLINE GRADES
EXISTING GROUND
6'
MIN
BURY
TBC: 4851.60
8'
'
W
8'
'
W
8'
'
W
8'
'
W
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
8'
'
S
S
)
8'
'
S
S
)
W
W
W
W
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
4-PLEX
TYPE 'B'
TOWNHOUSE
TYPE 'C'
21
TOWNHOUSE
TYPE 'C'
22
TOWNHOUSE
TYPE 'C'
23
TOWNHOUSE
TYPE 'C'
24
TOWNHOUSE
TYPE 'C'
25
TOWNHOUSE
TYPE 'C'
26
TOWNHOUSE
TYPE 'C'
27
TOWNHOUSE
TYPE 'C'
28
W W W W W W W W
9+80
10+00
11+00 12+00 13+003
2
1
TBC: 4853.90
TBC: 4853.90
TBC: 4853.90
TBC: 4853.90
TBC: 4853.90
TBC: 4853.75
TBC: 4853.69
TBC: 4853.65TBC: 4852.00
TBC: 4852.00
TBC: 4852.80
TBC: 4852.60TBC: 4852.60
TBC: 4852.98
TBC: 4851.90
TBC: 4852.00 TBC: 4853.53
LIGHT POLE2
5
3 3
55 SSMH-6
SSMH-121
14852
4851
4851
4852
TBC: 4851.60TBC: 4852.00 SDMH/CB-17ASDMH/CB-17
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 12+00 13+00 13+50
315-LF OF 8" WATERLINE
ST
A
:
1
0
+
8
9
.
3
7
EL
:
4
8
5
1
.
5
4
ST
A
:
1
3
+
5
0
EL
:
4
8
5
3
.
1
2
-0.15%0.23%-0.22%0.23%
340-LF OF 8" PVC @ 0.40%
N INV IN=4848.48
E INV OUT=4848.40
SSMH-12
STA=9+87.56
RIM=4852.80
W INV IN=4847.04
N INV IN=4847.04
S INV OUT=4846.94
SSMH-6
STA=13+27.76
RIM=4852.00
S INV OUT=4848.10
CB-17A
STA: 12+26.10
GRATE=4851.10S INV OUT=4848.10
CB-17
STA: 10+89.46
GRATE=4851.10
13-LF OF 12" PVC @ 2.01%13-LF OF 12" PVC @ 2.01%
-5.
0
6
%
-2.04%0.84%1.63%
4.42%
ST
A
:
1
3
+
2
7
.
9
1
EL
:
4
8
5
2
.
1
5
ST
A
:
1
3
+
0
6
.
5
1
EL
:
4
8
5
1
.
8
0
ST
A
:
1
2
+
9
4
.
4
9
EL
:
4
8
5
1
.
7
0
ST
A
:
1
2
+
2
6
.
1
2
EL
:
4
8
5
1
.
5
4
ST
A
:
1
1
+
5
7
.
7
4
EL
:
4
8
5
1
.
6
9
ST
A
:
1
0
+
2
1
EL
:
4
8
5
1
.
6
4
ST
A
:
1
0
+
0
8
.
9
9
EL
:
4
8
5
1
.
8
8
ST
A
:
9
+
8
0
EL
:
4
8
5
3
.
3
5
PROPOSED
CENTERLINE GRADES
EXISTING
GROUND
6'
MIN
BURY
9
PP
-
5
P&
P
-
5
Fi
l
e
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(
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P
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E
D
F
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C
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S
T
R
U
C
T
I
O
N
16
4
1
0
TR
A
P
P
E
R
S
L
A
N
D
I
N
G
P
U
D
A
N
D
C
O
M
M
E
R
C
I
A
L
P
A
R
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TE
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A
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S
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T
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KU
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L
A
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D
21
0
2
5
W E
S
N
6 6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
9
7
NOT USED
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
NOT USED
45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
SUMMERS DRIVE
HI
D
E
O
U
T
S
T
R
E
E
T
W E
S
N
040'40'20'
SCALE: 1" = 40'
BL
O
C
K
1
BLOCK 1
W
E
SN
040'40'20'
SCALE: 1" = 40'
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
4848
4850
4852
4854
4848
4850
4852
4854
W INV IN=4846.02
N INV OUT=4845.92
SSMH-15
STA=11+10.60
RIM=4853.20
W INV IN=4845.31
S INV IN=4845.31
E INV OUT=4845.21
SSMH-4
STA=12+63.92
RIM=4852.40
153-LF OF 8" PVC @ 0.40%
130-LF OF 8" WATERLINE
PT
S
T
A
:
1
2
+
5
1
.
8
2
EL
:
4
8
5
2
.
5
5
PC
S
T
A
:
1
2
+
2
1
.
8
2
EL
:
4
8
5
2
.
8
6
PT
S
T
A
:
1
2
+
5
1
.
9
9
EL
:
4
8
5
2
.
5
5
PC
S
T
A
:
1
2
+
2
1
.
9
9
EL
:
4
8
5
2
.
8
6
-0.64%
AL: 47.08'
-0.51%
-0.64%
AL: 47.17'
-0.51%
ST
A
:
1
0
+
0
0
.
0
4
EL
:
4
8
5
4
.
0
0
ST
A
:
9
+
9
9
.
9
6
EL
:
4
8
5
4
.
0
0
E INV OUT=4849.36
CB-8
STA: 16+33.47
GRATE=4852.36
PC
S
T
A
:
1
2
+
9
5
.
9
9
EL
:
4
8
5
2
.
5
5
PT
S
T
A
:
1
3
+
2
5
.
9
9
EL
:
4
8
5
2
.
8
6
ST
A
:
1
4
+
7
9
.
6
9
EL
:
4
8
5
3
.
5
0
ST
A
:
1
6
+
3
3
.
5
6
EL
:
4
8
5
2
.
8
6
PC
S
T
A
:
1
2
+
9
5
.
9
9
EL
:
4
8
5
2
.
5
5
PT
S
T
A
:
1
3
+
2
5
.
9
9
EL
:
4
8
5
2
.
8
6
ST
A
:
1
4
+
7
9
.
6
9
EL
:
4
8
5
3
.
5
0
ST
A
:
1
6
+
3
3
.
4
4
EL
:
4
8
5
2
.
8
6
12" W INV IN=4849.07
24" S INV OUT=4847.86
SDMH-8
STA: 16+33.55
RIM=4852.86
BOTTOM=4844.86
W INV IN=4849.27
E INV OUT=4849.17
CB-8A
STA: 17+50.80
GRATE=4852.86
-0.64%
AL: 47.21'
-0.64%
AL: 47.17'
0.42%-0.42%
0.42%-0.42%
ST
A
:
1
6
+
4
6
.
7
3
EL
:
4
8
5
2
.
9
2
ST
A
:
1
6
+
7
2
.
5
2
EL
:
4
8
5
3
.
1
8
ST
A
:
1
6
+
5
8
.
0
9
EL
:
4
8
5
2
.
9
6
ST
A
:
1
6
+
8
4
.
3
0
EL
:
4
8
5
3
.
2
2
0.64%
AL: 40.84'
0.64%
AL: 40.48'
0.45%
0.41%
N INV OUT=4849.05
CB-9
STA: 12+94.51
GRATE=4852.05
S INV OUT=4849.05
CB-10
STA: 12+53.47
GRATE=4852.05
12" S INV IN=4848.95
24" W INV OUT=4847.55
SDMH-9
STA: 12+99.24
RIM=4852.55
BOTTOM=4844.55
12" N INV IN=4848.95
24" W INV OUT=4847.55
SDMH-10
STA: 12+48.49
RIM=4852.55
BOTTOM=4844.55
12" N INV IN=4848.95
24" E INV OUT=4847.55
SDMH-2
STA: 12+48.32
RIM=4852.55
BOTTOM=4844.55
S INV OUT=4849.05
CB-2
STA: 12+53.31
GRATE=4852.05
N INV OUT=4849.05
CB-7
STA: 12+94.34
GRATE=4852.05
12" S INV IN=4848.95
24" E INV OUT=4847.55
SDMH-7
STA: 12+99.32
RIM=4852.55
BOTTOM=4844.55
18" MIN
SEPARATION
18" MIN
SEPARATION
PROPOSED LEFT TBC
EXISTING GROUND
WATER MAIN CROSSES SS IN 2 LOCATIONS EAST AND WEST
INSTALL THIS SECTION AT MINIMUM OF 9' DEPTH TO ENSURE A MINIMUM
OR 18" VERTICAL SEPARATION FROM SS (CONTRACTOR HAS OPTION OF
INSTALLLING 4-45° BENDS WITH THRUST BLOCKS AT 2 LOCATIONS)
EXISTING GROUND
PROPOSED LEFT TBC
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
10' SIDE YARD SETBACK
26
26
8'
'
S
S
)
8'
'
S
S
)
8''SS )8''SS )8''SS )
8''W 8''W
6''W
4-
P
L
E
X
TY
P
E
'
A
'
9
4-
P
L
E
X
TY
P
E
'
A
'
10
4-
P
L
E
X
TY
P
E
'
B
'
4-
P
L
E
X
TY
P
E
'
B
'
8'
'
W
8'
'
W
8'
'
W
8'
'
W
9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00
1
TBC: 4852.86
SSMH-4SSMH-15 1
1 3
5
8
7
7
7
7
TBC: 4852.86
TBC: 4852.86
TBC: 4852.86
TBC: 4854.00
TBC: 4854.00
5
6
2
1 TBC: 4853.50
TBC: 4853.50
TBC: 4852.55
TBC: 4852.86
TBC: 4852.54
TBC: 4852.86
TBC: 4852.55
TBC: 4852.55 TBC: 4852.92
TBC: 4853.18
TBC: 4852.96
TBC: 4853.22
SDMH/CB-8A
SD
M
H
/
C
B
-
7
SD
M
H
/
C
B
-
2
SD
M
H
/
C
B
-
9
SD
M
H
/
C
B
-
1
0
10
PP
-
6
P&
P
-
6
Fi
l
e
L
o
c
a
t
i
o
n
:
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p
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2
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1
\
2
1
0
2
5
t
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a
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p
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\
3
.
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d
e
s
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3
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1
c
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\
3
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1
3
f
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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
E
P
A
R
E
D
F
O
R
:
JB
K
A
Y
C
O
N
S
T
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C
T
I
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N
P
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L
I
M
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N
A
R
Y
N
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A
P
P
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D
F
O
R
C
O
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S
T
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T
I
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N
16
4
1
0
TR
A
P
P
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S
L
A
N
D
I
N
G
P
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D
A
N
D
C
O
M
M
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TE
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A
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KU
R
T
J
.
R
O
L
A
N
D
21
0
2
5
KEY MAP
W E
S
N
6 6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
9
7
NOT USED
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
NOT USED
45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
SUMMERS DRIVE
HI
D
E
O
U
T
S
T
R
E
E
T
W
E
S N
040'40'20'
SCALE: 1" = 40'
BLOCK 2 BLOCK 1
HIDEOUT STREET
SU
M
M
E
R
S
D
R
I
V
E
BLOCK 5 BLOCK 3
HI
G
H
W
A
Y
3
3
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
20' REAR YARD SETBACK
26
7
26
7
7
5
30
31
7
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
8'
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S
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8'
'
S
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8'
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S
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)
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W
8'
'
W
8'
'
S
S
)
(
8
'
'
S
S
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
4-PLEX
TYPE 'A'
1
4-PLEX
TYPE 'A'
2
4-PLEX
TYPE 'A'
3
4-PLEX
TYPE 'A'
4
4-PLEX
TYPE 'A'
5
4-PLEX
TYPE 'A'
7
4-PLEX
TYPE 'A'
8
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'A'
10
4-PLEX
TYPE 'A'
11
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'A'
14
4-PLEX
TYPE 'A'
15
4-PLEX
TYPE 'A'
16
4-PLEX
TYPE 'A'
17
4-PLEX
TYPE 'A'
18
4-PLEX
TYPE 'A'
6
4-PLEX
TYPE 'A'
12
9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00
SSMH-15 1
1
8SSMH-16
SSMH-17
1
1 1
8
23
1
TBC: 4853.20
TBC: 4853.00
TBC: 4853.03
TBC: 4853.20
LIGHT POLE
TBC: 4853.23 TBC: 4853.25
TBC: 4853.40
TBC: 4853.19
TBC: 4852.90 TBC: 4853.40 TBC: 4853.40
TBC: 4853.38
TBC: 4853.40
TBC: 4853.38
TBC: 4853.37
TBC: 4853.37
TBC: 4853.39
TBC: 4853.37
TBC: 4853.40
TBC: 4853.40
TBC: 4853.32
TBC: 4853.29
TBC: 4853.32
TBC: 4853.03
TBC: 4852.95
TBC: 4852.73
TBC: 4852.74
TBC: 4853.00
TBC: 4853.18
TBC: 4853.00
SDMH-22
RIM: 4851.70
12"INV IN: 4847.60
24" INV OUT: 4846.60
BOTTOM: 4843.70
SDMH-20
RIM: 4851.60
12"INV IN: 4847.50
24" INV OUT: 4846.50
BOTTOM: 4846.50
TBC: 4853.00
TBC: 4852.90
3
3
3
3
SD
M
H
/
C
B
-
2
0
SDMH/CB-18SDMH/CB-19SDMH/CB-21SDMH/CB-23SDMH/CB-24SDMH/CB-25
CB-20
RIM: 4851.60
12" INV OUT: 4847.60
SD
M
H
/
C
B
-
2
0
SD
M
H
/
C
B
-
2
2
CB-22
RIM: 4851.70
12" INV OUT: 4847.70
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+56
W INV IN=4846.02
N INV OUT=4845.92
SSMH-15
STA=11+10.60
RIM=4853.20
W INV IN=4847.72
E INV OUT=4847.62
SSMH-16
STA=12+26.65
RIM=4851.70
N INV IN=4848.78
S INV IN=4848.78
E INV OUT=4848.68
SSMH-17
STA=11+61.27
RIM=4852.92
240-LF OF 8" PVC @ 0.40%
400-LF OF 8" PVC @ 0.40%
614-LF OF 8" WATERLINE
IN
S
T
A
L
L
F
H
ST
A
:
1
4
+
7
3
.
4
5
IN
S
T
A
L
L
F
H
ST
A
:
1
1
+
6
9
.
7
5
-3.37
%
12" N INV IN=4847.30
24" E INV OUT=4846.30
SDMH-25
STA: 10+22.65
RIM=4851.40
BOTTOM=4843.40
S INV OUT=4847.25
CB-24
STA: 11+26.78
GRATE=4851.25
12" N INV IN=4847.15
24" E INV OUT=4846.15
SDMH-24
STA: 11+26.77
RIM=4851.25
BOTTOM=4843.25
12" N INV IN=4847.20
24" E INV OUT=4846.20
SDMH-23
STA: 12+36.74
RIM=4851.30
BOTTOM=4843.30
S INV OUT=4847.30
CB-23
STA: 12+36.75
GRATE=4851.30
S INV OUT=4847.70
CB-21
STA: 13+09.31
GRATE=4851.70
12" N INV IN=4847.60
24" E INV OUT=4846.60
SDMH-21
STA: 13+09.30
RIM=4851.70
BOTTOM=4843.70
12" N INV IN=4847.70
24" E INV OUT=4846.70
SDMH-19
STA: 14+12.24
RIM=4851.80
BOTTOM=4843.80
S INV OUT=4847.80
CB-19
STA: 14+12.25
GRATE=4851.80
12" N INV IN=4847.70
24" E INV OUT=4846.70
SDMH-18
STA: 15+17.65
RIM=4851.80
BOTTOM=4843.80
S INV OUT=4847.80
CB-18
STA: 15+17.66
GRATE=4851.80
S INV OUT=4847.40
CB-25
STA: 10+22.66
GRATE=4851.40
-6.
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1.94%-2.19%3.18%
-2.28%3.65%-1.37%1.89%-1.89%1.74%
EXISTING
GROUND
PROPOSED
CENTERLINE GRADES
INSTALL 2-45° BENDS W/THRUST BLOCKS
TO MEET DEPTH AT BEND ON HIDEOUT STREET TO
MAINTAIN 18" VERTICAL SEPARATION
11
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R
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A
N
D
21
0
2
5
KEY MAP
W E
S
N
6 6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
9
7
NOT USED
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
NOT USED
45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
SUMMERS DRIVE
HI
D
E
O
U
T
S
T
R
E
E
T
W E
S
N
040'40'20'
SCALE: 1" = 40'
BLOCK 2
HI
D
E
O
U
T
S
T
R
E
E
T
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S
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TO
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12+56.8210+00 11+00 12+00
TBC: 4852.78
SSMH-17
8
SSMH-19SSMH-18 11
3
3
TBC: 4852.96
TBC: 4853.00
TBC: 4852.90
TBC: 4853.55
TBC: 4853.68
TBC: 4852.40
TBC: 4852.91
TBC: 4853.15
TBC: 4854.00
TBC: 4852.70
TBC: 4853.10
TBC: 4852.90
TBC: 4854.00
TBC: 4854.00
TBC: 4854.00
2
4
LIGHT POLE
1
6
5
2
SD
M
H
/
C
B
-
2
5
SD
M
H
/
C
B
-
2
6
4842
4844
4846
4848
4850
4852
4854
4842
4844
4846
4848
4850
4852
4854
9+80 10+00 11+00 12+00 12+60
S INV OUT=4849.14
SSMH-18
STA=10+71.80,
RIM=4852.90
N INV IN=4848.78
S INV IN=4848.78
E INV OUT=4848.68
SSMH-17
STA=11+61.27
RIM=4852.92 N INV OUT=4849.06
SSMH-19
STA=12+30.82
RIM=4852.20
90-LF OF 8" PVC @ 0.40%70-LF OF 8" PVC @ 0.40%
129-LF OF 8" WATERLINE
12" S INV IN=4848.80
24" W INV OUT=4846.90
SDMH-26
STA: 12+46.63
RIM=4851.90
BOTTOM=4843.90
N INV OUT=4848.90
CB-26
STA: 12+51.63
GRATE=4851.90ST
A
:
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:
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1
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PROPOSED
CENTERLINE GRADES
6' MIN BURY
12
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0
2
5
KEY MAP
W E
S
N
6 6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
9
7
NOT USED
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
NOT USED
45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
SUMMERS DRIVE
TRAPPERS LOOP
SUMMERS DRIVE
HI
D
E
O
U
T
S
T
R
E
E
T
W
E
SN
040'40'20'
SCALE: 1" = 40'
BLOCK 2
SU
M
M
E
R
S
D
R
I
V
E
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8''W 8''W 8''W 8''W
8'
'
W
WW
W
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
10+00
11+00 12+
0
0
SSMH-211
LIGHT POLE
TBC: 4853.26
TBC: 4854.12
TBC: 4854.12
TBC: 4853.06TBC: 4853.38
TBC: 4852.98
TBC: 4853.68
TBC: 4853.68
2
2
5
9
91
2 18'
'
W
8'
'
W
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
8'
'
W
W
W
W
W
W
W
W
W
W
WWW12
+
0
0
13+00 14+00 15+00
1
6
+
0
0
1
32
SSMH-20
SSMH-21
LIGHT POLE
TBC: 4853.26
TBC: 4854.12
TBC: 4854.12
TBC: 4853.06 TBC: 4854.20
TBC: 4854.68 TBC: 4854.72
TBC: 4854.001
LIGHT POLE
9
9
9
9
6
6
1 1
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
8'
'
W
8''SS )8''SS )8''SS )8''SS )
8''W8''W8''W8''W
W W 8'
'
W
8'
'
W
18+01.53
15
+
0
0
16+00
17+00
SSMH-20
SSMH-2
TBC: 4854.94
TBC: 4854.24
TBC: 4854.24
TBC: 4854.54TBC: 4854.20
TBC: 4854.68
TBC: 4854.72
TBC: 4854.00
2
5
3
2
9
1
9
1
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
10+00 11+00 12+00 12+70
4846
4848
4850
4852
4854
4856
4846
4848
4850
4852
4854
4856
ST
A
:
1
0
+
4
1
.
3
2
EL
:
4
8
5
3
.
3
8
ST
A
:
1
0
+
7
1
.
3
3
EL
:
4
8
5
3
.
6
8
ST
A
:
1
1
+
7
5
.
9
5
EL
:
4
8
5
4
.
1
2
ST
A
:
1
2
+
6
1
.
0
4
EL
:
4
8
5
3
.
0
6
35-LF OF 8" WATERLINE
181-LF OF 8" WATERLINE
352-LF OF 8" WATERLINE
0.42%
0.41%0.64%
AL: 47.16'
-2.10%
AL: 50.42'
12" N INV IN=4849.46
24" E INV OUT=4848.06
SDMH-5
STA: 12+60.98
RIM=4853.06
BOTTOM=4845.03
S INV OUT=4849.56
CB-5
STA: 12+61.03
GRATE=4852.56
ST
A
:
1
0
+
4
1
.
6
7
EL
:
4
8
5
2
.
9
8
ST
A
:
1
0
+
7
1
.
6
7
EL
:
4
8
5
3
.
6
8
ST
A
:
1
1
+
7
5
.
9
5
EL
:
4
8
5
4
.
1
2
ST
A
:
1
2
+
6
1
.
0
4
EL
:
4
8
5
3
.
2
6
1.48%
AL: 47.22'
-0.72%
AL: 119.74'
-0.45%
0.42%
E INV OUT=4845.01
SSMH-21
STA=12+39.47
RIM=4852.70
PROPOSED
LEFT TBC
EXISTING GROUND
PROPOSED
RIGHT TBC
EXISTING GROUND
6' MIN BURY
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
12+30 13+00 14+00 15+00 16+00 16+20
4846
4848
4850
4852
4854
4856
4846
4848
4850
4852
4854
4856
IN
S
T
A
L
L
F
H
ST
A
:
1
4
+
5
0
.
4
8
ST
A
:
1
3
+
0
5
.
4
8
EL
:
4
8
5
3
.
0
6
ST
A
:
1
2
+
3
0
EL
:
4
8
5
3
.
5
7
ST
A
:
1
2
+
6
1
.
0
4
EL
:
4
8
5
3
.
2
6
ST
A
:
1
4
+
5
0
.
4
8
EL
:
4
8
5
3
.
6
4
ST
A
:
1
5
+
4
1
.
0
4
EL
:
4
8
5
4
.
0
0
ST
A
:
1
5
+
4
1
.
0
4
EL
:
4
8
5
4
.
0
0
0.40%
0.40%
-0.45%
0.41%
0.40%
0.57%
W INV IN=4843.67
S INV OUT=4843.57
SSMH-20
STA=15+83.38
RIM=4854.10
E INV OUT=4845.01
SSMH-21
STA=12+39.47
RIM=4852.70
12" N INV IN=4849.46
24" E INV OUT=4848.06
SDMH-5
STA: 12+60.98
RIM=4853.06
BOTTOM=4845.03
S INV OUT=4849.56
CB-5
STA: 12+61.03
GRATE=4852.56
ST
A
:
1
2
+
6
1
.
0
4
EL
:
4
8
5
3
.
0
6
ST
A
:
1
4
+
0
1
.
0
4
EL
:
4
8
5
3
.
6
4
ST
A
:
1
5
+
4
1
.
0
4
EL
:
4
8
5
4
.
2
0
205-LF OF 8" PVC @ 0.40%
335-LF OF 8" PVC @ 0.40%
16-LF OF 8" WATERLINE
352-LF OF 8" WATERLINE
-1.25%
N INV OUT=4849.56
CB-6
STA: 13+05.48
GRATE=4852.56
12" S INV IN=4849.46
24" E INV OUT=4848.06
SDMH-6
STA: 13+05.50
RIM=4853.06
BOTTOM=4845.06
PROPOSED
LEFT TBC
EXISTING GROUND
PROPOSED
RIGHT TBC
EXISTING GROUND
6' MIN BURY
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
15+80 16+00 17+00 18+0018+02
4846
4848
4850
4852
4854
4856
4846
4848
4850
4852
4854
4856
12" W INV IN=4850.45
24" N INV OUT=4849.24
SDMH-3
STA: 17+30.25
RIM=4854.24
BOTTOM=4846.24
W INV IN=4850.65
E INV OUT=4850.55
CB-3A
STA: 17+30.22
GRATE=4853.74
E INV OUT=4850.74
CB-3
STA: 17+29.87
GRATE=4853.74
205-LF OF 8" PVC @ 0.40%
194-LF OF 8" WATERLINE
W INV IN=4843.67
S INV OUT=4843.57
SSMH-20
STA=15+83.38
RIM=4854.10
16-LF OF 8" WATERLINE
ST
A
:
1
6
+
2
5
.
6
0
EL
:
4
8
5
4
.
6
8
ST
A
:
1
7
+
2
9
.
8
5
EL
:
4
8
5
4
.
2
4
ST
A
:
1
7
+
5
9
.
8
5
EL
:
4
8
5
4
.
5
4
ST
A
:
1
6
+
2
5
.
6
0
EL
:
4
8
5
4
.
7
2
ST
A
:
1
7
+
3
0
.
2
0
EL
:
4
8
5
4
.
2
4
ST
A
:
1
7
+
6
0
.
2
0
EL
:
4
8
5
4
.
9
4
0.96%
AL: 50.11'
0.60%
AL: 119.02'
W INV IN=4842.75
N INV IN=4842.75
E INV OUT=4842.65
SSMH-2
STA=23+10.16
RIM=4854.30
PROPOSED
LEFT TBC
EXISTING GROUND
PROPOSED
RIGHT TBC
EXISTING GROUND
6' MIN BURY
13
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KEY MAP
W E
S
N
6 6
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF REXBURG STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3. BENDS AS SHOWN FOR THE HDPE DR 11 FUSED WATERMAIN MAY NOT BE REQUIRED. THE
PIPE HAS SPECIFICATIONS FOR DEFLECTION ANGLES AND MAY MEET ALL BENDS AS
SHOWN. CONTRACTOR TO VERIFY PIPE DEFLECIONS PRIOR TO ELIMINATING THE BENDS
AS SHOWN HEREIN.
4.THRUST BLOCKS: THRUST BLOCKS SHALL BE PLACED BEHIND ALL FIRE HDRANTS MEETING
ISPWC STANDARDS. THE CITY OF REXBURG DOES NOT REQUIRE THRUST BLOCKS
PROVIDED ALL PIPING IS THE FUSED SDR 11 HDPE PIPE. THRUST BLOCKS SHALL BE PLACED
WHEN CONNECTING THE FUSED PIPE TO ALL OTHER PRESSURE PIPE MEETING ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS FOR THRUST BLOCKING.
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.
PAVING AND DRAINAGE CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES
1
2
3
5
1
2
WATER CONSTRUCTION NOTES
4
1
2
3
4
5
7
8
9
7
NOT USED
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET D-1
COVER MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET D-1 (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET D-1 (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x8"x8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET D-2
NOT USED
45° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET D-3 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET D-3
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET D-2 (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET D-3
CATCH BASIN PER DETAIL 4 ON SHEET D-2 (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET D-3
90° WITH THRUST BLOCK, SEE DETAIL SHEET D-2
10
'
S
I
D
E
Y
A
R
D
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T
B
A
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K
10
'
S
I
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HIGHWAY 33
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TRAPPERS LOOP
SUMMERS DRIVE
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TRAPPERS LOOP
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TRAPPERS LOOP TRAPPERS LOOP
BLOCK 4
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W
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SN
040'40'20'
SCALE: 1" = 40'
W E
S
N
040'40'20'
SCALE: 1" = 40'
W
E
S N
040'40'20'
SCALE: 1" = 40'
1
1
2
3
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2
3
2
6
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MIN. GRADE 1/4"/FT.(2%)
"E"
"D"
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER
PER SD-512 (TYP.)
ABSOLUTE MIN. GRADE 1/8"/FT.(1%)
4"-1/8 OR 1/16
BEND AS NEEDED
MIN. GRADE 1/4"/FT.(2%)
"C"
"B"
"A"
TYPE C
TEE OR APPROVED
CONNECTION
NOTES:
TYPE E
45°
TYPE A & D
TEE OR APPROVED
CONNECTION
LP
45
°
M
A
X
.
1/8 LONG
RADIUS BEND
TYPE B
45
°
M
A
X
.
GASKET ALL JOINTS
CONCRETE COLLAR
FINISHED GRADEFRAME & COVER
45°
FL
O
W
SHE
L
F
SHE
L
F
SH
E
L
F
MANHOLE NOTES:
5"
FLEXIBLE RUBBER
GASKET
PRECAST MONOLITHIC
CONCENTRIC CONE
SECTION
PRECAST CONCRETE
MANHOLE-BARREL SECTIONS
AS REQ'D
PREFABRICATED BASE.
UNDISTURBED
EARTH
A
4
A
P
P
R
O
V
E
D
BE
D
D
I
N
G
6" MIN31
"
48" DIA
9
M
I
N
RUBBER BOOT
.7
5
X
D
i
P
I
P
E
1.PLACE VERTICAL WALL ON UPSTREAM SIDE
OF MANHOLE, ROTATED 45 DEGREES.
2.WHERE PVC PIPE IS UTILIZED, INSTALL A
RUBBER RING OR GASKET COLLAR WHERE
THE PIPE IS IN CONTACT WITH MANHOLE
BASE AND/OR MANHOLE CHANNEL, IN
ORDER TO INSURE A WATERTIGHT SEAL.
3.UNLESS OTHERWISE SHOWN, MANHOLES
SHALL HAVE 0.1 FALL FROM UPSTREAM
INVERT TO DOWNSTREAM INVERT. FOR PIPE
SLOPES GREATER THAN 2.5% SLOPE, SEE
PLAN & PROFILE.
PLAN DETAIL
NOT TO SCALE
SEWER MANHOLE SECTION1
NOT TO SCALE
6" SANITARY SEWER SERVICE LINES DETAIL2
NOT TO SCALE
TYPICAL SEWER TRENCH DETAIL3
4"
M
I
N
6"
M
I
N
TYPICAL STREET/OPEN FIELD
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
NATIVE MATERIAL
COMPACTED AS PER CITY
REQUIREMENTS AND
ISPWC
PIPE BEDDING
4"
M
I
N
6"
M
I
N
TYPICAL STREET
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
FLOWABLE FILL AS PER
CITY OF REXBURG
SPECIFICATIONS
PIPE BEDDING
12" (MIN.)
UNDISTURBED EARTH (TYP.)
EXISTING BASE
FOUNDATION STABILIZATION
TYPE I BEDDING MATERIAL
PIPE
TRENCH BACK SLOPE PER
O.S.H.A. OR SUITABLE SHORING.
UPPER & LOWER BACKFILL ZONE MATERIAL &
COMPACTION TO MATCH REQUIREMENTS OF
STORM DRAIN TRENCH SECTION (DETAIL 1/SD-1).
LOWER BACKFILL ZONE. MATERIAL &
COMPACTION TO MATCH REQUIREMENTS OF
LOWER BACKFILL ZONE OF STORM DRAIN PIPE
SECTION. DETAIL (1/SD-1).
FINISH GRADE
SURFACE REPAIR WIDTH
OR LOCAL CUT BACK
REQUIREMENTS TYPICAL
BOTH SIDES.
EXISTING SURFACENEW PAVEMENT SECTION
Do+24"
SE
E
N
O
T
E
2
VA
R
I
E
S
P
E
R
PI
P
E
S
I
Z
E
2'
-
6
"
VA
R
I
E
S
0.
3
5
'
M
I
N
0.
5
4
'
M
I
N
Do
NOT TO SCALE
TYPICAL MISC TRENCH DETAIL4
SUBGRADE OR
NATURAL
GROUND 90°90°
90°90°
NOT TO SCALE
PIPE BEDDING DETAILS9
LID & COVER
1.GALVANIZED STAND PIPE 32 INCHES WRAPPED
WITH TAPE.
2.ALL SERVICE LINES SHALL BE BORED UNDER
EXISTING ASPHALT PAVING. NO ASPHALT PAVING
SHALL BE CUT FOR SERVICE LINE INSTALLATION.
3.ALL SUPPLIES PROVIDED BY CITY EXCEPT
CORPORATION CURB STOP, METER SUPPORT,
SUPPLY LINES IN & OUT.
GENERAL NOTES:
4"
LAWN LEVEL METER
TOUCH READ BUTTON
SERVICE LINE
METER SUPPORT
STRAP SERVICE LINE
TO METER SUPPORT
2" MIN
HOUSE SIDE
GALVANIZED PIPE,
CONNECT TO METER
& ANGLE METER VALVE
W/APPROXIMATE FITTINGS
SEE NOTE 1
20" X 48" POLY BARREL
20" RING AND COVER
W/ TOUCH READ HOLE
BALL TYPE CORPORATION AND CURB STOP
ADAPTER, POLY-BY-FEMALE METAL PIPE
RATED AT 300 PSI MINIMUM WORKING
PRESSURE.
NOT TO SCALE
1 1/2" METER AND METER SETTING DETAIL6
2"
C
L
E
A
R
3'
-
0
"
4'
-
0
"
POLE, COVER AND 3/4"
DIAMETER ANCHOR BOLTS
COORDINATE CLEARANCE
BETWEEN GROUT AND BASE
WITH HINGED BASE
MANUFACTURER. BASE TO
HINGE DOWN INTO PARKING
LOT.
NON-SHRINK GROUT
1'-6" DIAMETER CONCRETE BASE
TOP OF PAVING
AGGREGATE BASE
(4) #5 BARS
3/4" PVC CONDUIT 24"
BELOW GRADE
MINIMUM
UNDISTURBED BASE
OR COMPACTED
EARTH
#3 TIES AT 12" O.C.
TOP OF PAVING.
1'-6"
4"
4'
-
0
"
2"
C
L
E
A
R
POLE, COVER AND 3/4" DIAMETER
ANCHOR BOLTS
NON-SHRINK GROUT
4" THICK CONCRETE APRON
1'-6" DIAMETER
CONCRETE
BASE
(4) #5 BARS
3/4" PVC CONDUIT
24" BELOW GRADE
MINIMUM
UNDISTURBED BASE
OR COMPACTED
EARTH
#3 TIES AT 12" O.C.
4" MIN. AGGREGATE BASE
COORDINATE CLEARANCE BETWEEN
GROUT AND HINGED BASE WITH
MANUFACTURER. BASE TO HINGE
DOWN INTO PARKING LOT.
NOT TO SCALE
LIGHT POLE BASE SECTION AT PARKING 7 NOT TO SCALE
LIGHT POLE BASE APRON IN LANDSCAPING AREAS10
EH22 FT 63LED 525 MA
4K GCF R2 MVOLT
ANDB/EAE5-1 FINISH
ANDB/ESPX-20-SF
FINISH ANDB
COLIGHTING TO MEET CITY OF REXBURG STANDARD DRAWINGS - ELECTRICAL STREET LIGHT SHEETS 9 AND 10 DATED
12/5/2016.
COBRA NON-DECORATIVE STREET LIGHT POLE: HAPCO NO. RTA 30D884T1D.
LUMINAIRE LED SERIES: ATB0 20BLEDE10 MVOLT R3P7A0
ANTIQUE DECORATIVE STREET LIGHT POLE: EH 22FT-GCF-150MH-SR2-TB/EAES-1/EPSX-20-S5.
SINGLE POLE NON-BREAKAWAY CONNECTOR KIT FUSED IN-LINE. TO BE BUSSMAN MFG. HEB SERIES OR APPROVED EQUAL.
MULTIPLE POLE CAN BE FED FROM ONE FUSE TO SERVE NO MORE THAN 3 POLE LIGHTS. (15A MINIMUM).
WIRE SPLICE KIT, LIGHTING AND POWER J-BOX SPLICES SHALL BE MADE WITH BLACKBURN USL-11 AND USL-30, RAYCHEM
CRSM-CT-53/13-200 AND CRSM-CT-84/20-250, OR 3M 82-A SERIES CONNECTORS.
FUSE, 8 AMP, TO BE BUSSMAN MFG. CAT. NO. KTK-8, FERRAZ-SHAWMUT CATALOG NO. ATM-8 OR LITTLEFUSE KLK-8.
PHOT ELECTRIC CONTROL, QUICK RESPONSE, TWIST LOCKING TYPE (VERIFY VOLTAGE TO MATCH W/CIRCUIT) TO BE GENERAL
ELECTRIC CAT. NO. PEC0TL, FISHER-PIERCE CAT. NO. 7790ESS OR INTERMATIC CAT. NO. K4136M.
CONTRACTOR TO PROVIDE ALL ASSOCIATED FITTINGS, CONDUIT, SONOTUBE, CONCRETE, REBAR, EXCAVATING, ETC. NEEDED
TO COMPLETE AND DELIVER PROPERLY FUNCTIONING STREET LIGHTING SYSTEMS TO THE CITY OF REXBURG MEETING THE
MANUFACTURERS SPECIFICATIONS.
JUNCTION BOX NORDIC NO. PHHZ-161912-MG, MUST BE POSITIONED IN LANDSCAPE AREA (NO HARD SURFACES).
CONDUIT 2” MINIMUM FOR LENGTHS THAT EXCEED 50'. 1” CONDUIT FROM JUNCTION BOX TO LIGHT FOR NO MORE THAN 10'.
GROUND ROD IN FIRST POINT OF DISCONNECT (J-BOX LOCATED WITHIN 10' OF UTILITY POWER) ONE MINIMUM 8' IN LENGTH
GROUND ROD TO BE INSTALLED WITHIN J-BOX WITH A MINIMUM #6 AWG GROUNDING ELECTRODE CONDUCTOR AND
APPROVED CLAMP.
WIRING AFTER POINT OF DISCONNECT SHALL BE #12 AWG COPPER THWN RATED OR LARGER. VOLTAGE DROP SHALL NOT
EXCEED 5% ANYWHERE IN THE CIRCUIT.
FOUNDATION SHALL MEET ITD STANDARD DRAWING #1-7-C OR AS DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF IDAHO. A 6” REVEAL MINIMUM IN LANDSCAPE AREAS OR AS APPROVED BY THE CITY ENGINEER.LANDSCAPE/GRASS
4" CONCRETE
NOT TO SCALE
ELECTRICAL STREET LIGHT 8NOT TO SCALE
FIRE HYDRANT DETAIL5
1.ALL SERVICE LINES TO BE 4" INSIDE
DIAMETER UNLESS OTHERWISE NOTED.
2.TYPE "C" SERVICE WILL ONLY BE
ALLOWED IF SPECIFICALLY APPROVED BY
THE ENGINEER.
3.TYPE "E" ALLOWABLE FOR TRENCHES 15
FT. DEEP OR GREATER WITH
PRE-APPROVAL BY THE ENGINEER.
4.USE 6" OF TYPE I BEDDING ALL AROUND
EACH SERVICE.
FINISH GRADE FINISH GRADE
MIN. GRADE 1/4"/FT.(2%
)
2-45° BENDS
STANDARD TRENCH DETAIL ON
PRIVATE PROPERTY
STANDARD TRENCH DETAIL ON
PUBLIC ROAD
6"
M
I
N
6"
M
I
N
6'
-
0
"
M
I
N
TYPE 1 AGGREGATE
BEDDING
(2"x8"x12") CONCRETE BLOCK
THRUST BLOCK
DO NOT COVER DRAIN
HOLES WITH CONCRETE
PLACE SAFETY FLANGE OR FLANGE
WITH BREAK AWAY BOLTS 2" MIN. 8"
MAX ABOVE GRADE
HYDRANT SHALL BE
FACTORY PAINTED RED
STORZ CONNECTION
MJ JOINT
FLANGED JOINT
TEE
DI LINE TO CITY
MAINLINE
THRUST BLOCK
VALVE
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
CONCRETE COLLAR
FINISHED GRADE
VALVE BOX SET TO
FINISHED GRADE
PIPE BEDDING FOR RIGID PIPE
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
SHAPED SUBGRADE GRANULAR FOUNDATION
SHAPED SUBGRADE GRANULAR FOUNDATION
COMPACT 1" MAX.
BACKFILL IN 6"
LAYERS TO 95% OR
ASTM D-698
COMPACT 1" MAX. BACKFILL IN 6"
LAYERS TO 95% OR ASTM D-698
COMPACT APPROVED
BEDDING MATERIAL TO 95%
OF ASTM D-698
COMPACT APPROVED
BEDDING MATERIAL TO
95% OF ASTM D-698
6"
M
I
N
12"
MAX3"
6"
M
I
N
12"
MAX SHAPED UNDISTURBED SOIL.
EXCAVATED FOR BELL HOLES.
SHAPED UNDISTURBED SOIL.
EXCAVATED FOR BELL HOLES.
6"
M
I
N
12"
MAX3"
6"
M
I
N
12"
MAX
15
D-
2
DE
T
A
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AG
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SU
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:
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:
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N
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.
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:
DE
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V
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I
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N
S
1 2 3 4 5 6
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Th
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p
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f
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p
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p
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f
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ID
A
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F
A
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S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
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G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
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N
16
4
1
0
TR
A
P
P
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R
S
L
A
N
D
I
N
G
P
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D
A
N
D
C
O
M
M
E
R
C
I
A
L
P
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S
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P
A
T
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KU
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.
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O
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A
N
D
21
0
2
5
7"
1.73'
2'
-
6
"
0.2' TYP.
0.
2
'
BR
O
K
E
N
ST
O
N
E
1-1/2"-2"
WASHED BROKEN
STONE
ASPHALT CULTEC 410 FILTER
FABRIC TO SEPARATE
TOPSOIL FROM WASHED
STONE
CURB & GUTTER
STORM TECH
SC-740 CHAMBER
INFILTRATOR
PRECAST SOLID
FLOOR AND LOWER
MH SECTION
1.
2
'
12"Ø PVC
TO INFILTRATOR
INFILTRATOR
12" TO 24"
12"Ø INLET FROM
CATCH BASIN. EXTEND
INTO INNER
SEPARATOR RING
STANDARD MH RING & COVER FLUSH WITH
GROUND SURFACE (GRATE NOT RING IN
COURTYARD)
STANDARD MH
CONE SECTION
STD 4'Ø
MANHOLE
SECURE PIPE TO
WALL W/ SS STRAP
AND HARDWARE.
TYP.
12" OPENING WITH
FLEXIBLE SEAL,TYP.
CROSS SECTION INFILTRATOR DRAIN
CROSS SECTION VIEW DRAIN
.
..
...
...............
..
....
.
...
.
.
.
.
.
.
..
....
.
.
.
.
.
..
..
.
..
.
..
.
..
..
.
..
.
.
...
.
.
.
...
..
.
.
.
........
.........
.......
.
.................
..
..
..
..
.
.
.
.
...
..
...
.
.
...
..
.
.
.
.
.
.
..
..
.
.
....
...
..
....
....
.
....
.
.
.
...
..
.
..
....
.
...
...
.
..
.
.
.
.
.
.
...
.
...
..
.
.
..
.
....
..
...
..
.
.
.
.
.
.
...
.
..
.
.....
.
..
...
....
....
...
.
.
10'-0"
30" DIA. PRECAST INLET BOX, SEE
TYPE 1 FOR DIMENSIONS AS PER THE
CITY OF REXBURG
SPECIFICATIONS AND STANDARD
DRAWINGS
3/4" CRUSHED GRAVEL
6"
3"
1'-0"
6"
6"
ASPHALT
GRATE1
1
/
4
"
#4 REBAR
10'-0"
10
'
-
0
"
-
D
3'
-
3
"
3'-3"
ASPHALT
CONCRETE
1'
..
.....
..
.
.
.
..
..
..
.....
..
.
.
.
..
..
....
....
...
...
.....
.....
NOT TO SCALE
CATCH BASIN1
1
2
"
M
I
N
.
D
I
A
.
GASKET FOR PLASTIC
PIPE
KNOCKOUTS TYPICAL (4)
SIDES 18" DIA. TO
RECEIVE UP TO 15" DIA.
PIPE
3'
-
0
"
M
I
N
.
3
1
/
2
"
2"
3 1/2"30"
INSIDE DIA. BARREL
SECTION
39
20"3'-0"x6"x3/8"
STEEL PLATE
6"
C1
SIDEWALK
TBC
C3 #4 REBAR BY
MANUFACTURER
ADJUSTING BOLTS
C1
CL
CL
1'-2"
GRATE
1'-0"
INLET
BOX
12
"
CURB & GUTTER
SEE DETAIL
PLASTIC PIPE
REBAR SCHEDULE
MARK LOCATION SIZE LENGTH QUANTITY
C3 CURB AND BOX 4 2'-0"4
NOT TO SCALE
STORM DRAIN SECTION4
NOT TO SCALE
CROSS SECTIONS OF DRAIN 5
CONTINUITY
CONDUCTOR
(TYP.) SEE
NOTE 6 & 7
EXISTING
GROUND
(UNDISTURBED)
CONC. TO BE
POURED IN
PLACE
SEE NOTE #1
CONTINUITY
CONDUCTOR
(TYP.) SEE
NOTE 6 & 7
EXISTING
GROUND
(UNDISTURBED)
TEE BLOCKING
BEND BLOCKING
TEE BLOCKING
(SMALLER LINE OR PLUG)
SEE NOTE #1
SEE NOTE #1
SMALLER
WATER LINE
CONC. TO BE
POURED IN
PLACE
EXISTING
GROUND
(UNDISTURBED)
CONC. TO BE
POURED IN
PLACE
EXISTING
GROUND
(UNDISTURBED)
CONTINUITY
CONDUCTOR
(TYP.) SEE
NOTE 6 & 7
EXISTING
GROUND
(UNDISTURBED)
CONC. TO BE
POURED IN
PLACE
NOT TO SCALE
THRUST BLOCKING DETAILS3
PLAN VIEW
N.T.S.
1'
6'
-
6
"
(
T
Y
P
.
)
24
"
MI
N
.
36"
TYP.
24" DIA. PERFORATED CORRUGATED EXTERIOR, SMOOTH
INTERIOR HDPE PIPE WITH PERFORATIONS 4" O.C. 1"
DIAMETER
CLEAN SAND AND
GRAVEL OVER EXCAVATE TO FREE
DRAINING MATERIAL
SEAL END CAP OR
CONCRETE (TYPE.)
SECTION A-A
N.T.S.
36
"
M
I
N
.
3.0'
TYP.10
'
VARIES
36
"
M
I
N
.
A
12" PIPE FROM CATCH BASIN
MIN. SLOPE 0.22%
SEE CATCH BASIN
DETAIL 2
5'
48" MANHOLE IN COMPLIANCE
WITH CITY OF REXBURG 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 CITY OF REXBURG STANDARDS
COURSE DRAIN ROCK
BACKFILL 2" MIN. - 6" MAX. MEETING
CITY OF REXBURG STANDARDS
BACKFILL WITH
NATIVE TOPSOIL
COMPACT TO
95% OF
STANDARD
PROCTOR
*STORM INFILTRATION SYSTEM TO BE BELOW DRAINAGE SWALE
AND SIDEWALK. (MAINTAIN 1.0' MIN. FROM BACK OF CURB.
COURSE DRAIN ROCK
COURSE DRAIN ROCK
COURSE DRAIN ROCK
COURSE DRAIN ROCK
12
"
MI
N
.
D
I
A
.
GASKET FOR
PLASTIC PIPE
KNOCKOUTS TYPICAL
(4) SIDES 18" DIA. TO
RECEIVE UP TO
15" DIA. PIPE
3'
-
0
"
M
I
N
.
3
1
/
2
"
2"
3 1/2"
30"
INSIDE DIA. BARREL SECTION
2.57'
20"3'-0"x6"x3/8"
STEEL PLATE
6"
C1
LANDSCAPE STRIP
C3 #4 REBAR BY
MANUFACTURER
ADJUSTING BOLTS
C1
CL
CL
1'-2"
GRATE
1'-0"
INLET BOX
0.
8
'
ROLL BACK
CURB & GUTTER
SEE DETAIL 2
PLASTIC PIPE
NOT TO SCALE
CATCHBASIN DETAIL2
NOT TO SCALE
INFILTRATION DETAILS6
INFILTRATION SYSTEM NOTES:
1.CONTRACTOR TO OVER EXCAVATE TO FREE DRAINING ROCK PRIOR TO
INSTALLING DRAIN ROCK FOR INFILTRATION SYSTEM. CONTRACTOR
SHALL CONTACT EAGLE ROCK ENGINEERING INSPECTION DEPARTMENT
DURING EXCAVATIONS TO VERIFY.
16
D-
3
DE
T
A
I
L
AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
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SU
R
V
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D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
AP
P
R
O
V
E
D
B
Y
:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
r
t
t
h
e
r
e
o
f
i
n
d
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t
a
i
l
o
r
d
e
s
i
g
n
c
o
n
c
e
p
t
is
t
h
e
p
r
o
p
e
r
t
y
o
f
E
a
g
l
e
R
o
c
k
E
n
g
i
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r
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g
a
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d
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a
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p
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f
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w
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S
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Y
I
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G
ID
A
H
O
F
A
L
L
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
E
P
A
R
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D
F
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:
JB
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P
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I
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N
16
4
1
0
TR
A
P
P
E
R
S
L
A
N
D
I
N
G
P
U
D
A
N
D
C
O
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M
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C
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A
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P
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A
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.
R
O
L
A
N
D
21
0
2
5
2" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
9" OF GRANULAR BORROW/PITRUN
3" OF 3/4" GRAVEL ROADBASE
6"
1'
6"
AGGREGATE BASE
1'-0"
1'-6"
6"
4"6"
6"
1'
6"
AGGREGATE BASE
1'-0"
1'-6"
6"
4"
6"
6"
2" ASPHALT
3" 3/4 CRUSHED GRABEL
9" PIT RUN GRAVEL
5' SIDEWALK
4" 3/4 GRAVEL
4" CONCRETE
NOT TO SCALE
TYPICAL PARKING LOT/ DRIVEWAY SECTION6
NOT TO SCALE
THICKENED EDGE SIDEWALK5NOT TO SCALE
STANDARD CURB AND GUTTER DETAIL4NOT TO SCALE
LIP DOWN CURB3NOT TO SCALE
LIP UP CURB2
NOT TO SCALE
TYPICAL STREET SECTION1
68' ROW
34'
⅊
19.5'30"7'5'
SIDEWALK
2% SLOPE SLOPE 1/4" PER FT
6"
TY
P
GR
A
N
U
L
A
R
BO
R
R
O
W
15'
UTILITY
EASEMENT
(TYP)
CHIP SEAL COAT
2 1/2" ASPHALT PLANTMIX PAVEMENT
3 1/2" - 3/4" AGGREGATE BASE
12" GRANULAR BORROW
GEOTEXTILE FABRIC BELOW AND UP SIDES
15'
UTILITY
EASEMENT
(TYP)
34'
19.5'30"7'5'
SIDEWALK
SLOPE 1/4" PER FT SLOPE
VARIES
3% MIN.
2% SLOPE
12"
30"
1/4" TOOLED RADIUS
TOP OF CONCRETE
SIDEWALK TO
BE 1/4" ABOVE
BACK OF CURB
2"1/
4
"
1'
8"
2'-6"
1
3
/
4
"
6"
4
1
/
4
"
1/2"
6"
R=2"
R=3"
3 1
/
2
"
X X X X X X X X XXXXXXXXXX
EO
40
'
R
O
A
D
12
'
12
'
12
'
2'
2'
100'
TAPER
100'
TAPER
CONTINUE STRIPING
300' BEYOND NEW
CONSTRUCTION
1
4
5
1
2'
200'
100' ROW LINE 100' ROW LINE15' P.U.E.LOT LINE
HIGHWAY 33
EO
EO
40
'
R
O
A
D
12
'
12
'
12
'
2'
2'
12
'
155'
TOTAL DECELERATION/STORAGE
180'
GAP/TAPER
50'
STORAGE
105'
DECLERATION
1
2
2
4
5
53
200'
CONTINUE STRIPING
300' BEYOND NEW
CONSTRUCTION
100' ROW LINE
15' P.U.E.
LOT LINE
17
D-
4
DE
T
A
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:
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1 2 3 4 5 6
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A
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S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
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G
(
2
0
8
)
3
5
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6
6
5
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Y
C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
O
V
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
TR
A
P
P
E
R
S
L
A
N
D
I
N
G
P
U
D
A
N
D
C
O
M
M
E
R
C
I
A
L
P
A
R
K
TE
R
R
Y
H
A
N
S
E
N
M.
P
A
T
Z
E
R
KU
R
T
J
.
R
O
L
A
N
D
21
0
2
5
℄
1.2'2.4'0.4' SHOULDER2.4'
9.2'
60'
1.2'2.4'
0.4' SHOULDER
34'
℄
2%2%
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
60'
NOT TO SCALE
HWY 33 TYPICAL SECTION @ WIDENING3
MA
T
C
H
L
I
N
E
SE
E
1
T
H
I
S
S
H
E
E
T
MATCH EXISTING ASPHALT & STRIPING
W E
S
N
030'30'15'
SCALE: 1" = 30'
NOT TO SCALE
HWY 33 EAST OF HIDEOUT ROAD2
1.LANE MARKINGS IN THE THROUGH LANES ARE OPTIONAL AND SHOULD BE INSTALLED
ONLY IF JUSTIFIED.
2.TWO WAY LEFT TURN LANES SHOULD BE CONTINUOUS THROUGH "T" INTERSECTIONS
BUT MAY BE BROKEN FOR 4-WAY INTERSECTIONS.
3.ALL LANE ARROWS, WORD PAVEMENT MARKINGS AND ALL OTHER MARKINGS 8" OR
WIDER SHALL BE THERMOPLASTIC.
4.THERMOPLASTIC PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS SHOWN
ON STANDARD DRAWING SHEET NUMBER 400-3.
5.LANE TRANSITION (TAPER LENGTH) AND TURN LANE STORAGE LENGTH SHALL BE AS
SPECIFIED IN THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
6.SEE DETAIL 3 ON SHEET PP-10 FOR TYPICAL SECTION AT WIDENING.
SHEET NOTES:
4" SOLID WHITE LINE
8" SOLID WHITE LINE
1
2
KEYNOTES:
4" DOUBLE YELLOW LINE4
PAVEMENT MARKING AS SHOWN PER MUTCD STANDARD DRAWING5
8" DASHED WHITE LINE3
℄
6:1 ±3:1
℄
6:1 ±3:1
2%2%
(2) 2" COURSES COMPACTED CRUSHED GRAVEL 3/4" MAX.
(2) 4" COURSES COMPACTED CRUSHED GRAVEL BASE 3" MAX.
MA
T
C
H
L
I
N
E
SE
E
2
T
H
I
S
S
H
E
E
T
NOT TO SCALE
HWY 33 WEST OF HIDEOUT ROAD1
MATCH EXISTING ASPHALT & STRIPING