HomeMy WebLinkAboutINFRASTRUCTURE Rev. (12) 8.17.23 - 22-00002 - Trappers Landing Div 1 Residential - 20 S 12th W - Plat-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Trappers Landing DIV1 - 20 S 12th W - Plat Residential
Address :
Record Type : Plat
Document Filename : INFRASTRUCTURE Rev. (12) 8.17.23 - 22-00002 - Trappers Landing Div 1 Residential - 20 S 12th W - Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00002
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
3 C-1 Stamp Todd Smith : Broadband Open 3 Approved - Broadband Inspector
3 C-1 Stamp Stan Crittenden : Fire Open 3 Approved - Fire Dept
1 G-1 Stamp Katie Saurey : P&Z Open 1 Plan Received
3 C-1 Stamp Kyle Baldwin : P&Z Open 3 Approved - Planning and Zoning
3 C-1 Stamp Joel Gray : PW Open 3 Approved - Public Works
Plat
As per Resolution 2022-07, adopted April 6, 2022, new development is required to follow standards for the installation of fiber conduit and distribution boxes. Location of conduit
and distribution boxes need to be identified and shown on plans.
Approval of plans does not constitute approval of variance from code
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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
IDAHO FALLS
REXBURG
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RIGBY IONA
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APPROVED BY:
ITD - PORTION OF HIGHWAY 33
JUNE 2023
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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
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 ROCKY MOUNTAIN POWER SERVICE POLICY.
2.DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT
LIMITS MEETING UTILITY DESIGN AND STANDARDS.
3.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S MARKING
AND STRENGTH RATING REQUIREMENTS. CONDUIT DIAMETERS SHALL MEET ROCKY MOUNTAIN POWER'S DESIGN. ALL ELBOWS SWEEP RADII
SHALL BE 36”, 48” OR 60” DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN.
4.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER.
5.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY
SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOT TO EXCEED
60”) AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.
6.THE ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
7.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
8.THE DEVELOPER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.
9.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY
MOUNTAIN POWER SERVICE POLICY.
10.SEE ROCKY MOUNTAIN POWER ELECTRICAL SITE PLAN FOR OFF-SITE AND ON-SITE ELECTRICAL LAYOUT AND INSTALLATION DETAILS. IN THE
EVENT THE FIBER OPTIC UTILITY ELECTS TO USE THE SAME TRENCH, THEY MUST MEET NESC UNDERGROUND UTILITY CLEARANCES.
11.A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS PERPETUALLY RESERVED WITHIN EACH LOT ALONG ALL ROAD FRONTAGES FOR THE USE OF
PUBLIC UTILITIES WITHIN THIS SUBDIVISION. NO PERMANENT STRUCTURES, SIDEWALKS, AND DRIVEWAYS SHALL BE CONSTRUCTED OVER
SAID EASEMENT (OTHER THAN CROSSINGS) IN ORDER FOR THE UTILITY COMPANIES TO MAINTAIN.
FIRE DEPARTMENT NOTES:
1.TURNING RADIUS (CUL-DE-SACS/HAMMERHEADS) SHALL MEET IFC D103.4. DEAD ENDS SHALL REQUIRE A 96' DIAMETER CUL-DE-SAC FOR TURNING
EMERGENCY VEHICLES. THE CUL-DE-SAC DESIGN FOR THIS SUBDIVISION IS DESIGNED WITH A 98' DIAMETER TURNAROUND FROM BACK OF CURBS
(96' TURNING WIDTH).
2.FIRE CODE SIGNAGE SHALL BE DETERMINED BY THE FIRE CODE OFFICIAL. WHEN REQUIRED, SIGNS MEETING IFC D103.6 SHALL BE INSTALLED
(REQUIRED UPON OFFICIAL OR WHEN STREETS COMING INTO DEAD ENDS ARE LESS THAN 26' IN WIDTH AND THE TURNING RADIUS DOES NOT MEET
96' DIAMETER).
1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES
(RESOLUTION 2016-15).
2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
3.BASIS OF BEARINGS 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.THERE SHALL BE A 15-FOOT WIDE PUBLIC UTILITY EASEMENT WITHIN EACH LOT ALONG ALL ROAD/STREET FRONTAGES
FOR POWER, PHONE, CABLE, GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERS
AND PHONE BOXES WILL BE FIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEEN
CONSTRUCTED TO SUBGRADE AND SIDE SLOPES HAVE BEEN COMPLETED.
13.ALL FRONTAGE PUBLIC UTILITY EASEMENTS (PUE) SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE.
14.LUMEN/CENTURY LINK/SPARKLIGHT USES THE SAME TRENCH AS ROCKY MOUNTAIN POWER AND REQUIRES CONDUITS
(CONTRACTOR SHALL NOTIFY ALL FOR SCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTION
STAKING OF POWER SHALL BE CONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZE
MEETING ROCKY MOUNTAIN POWER DESIGN PRIOR TO CONSTRUCTION.
15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURAL
GAS MUST BE IN A SEPARATE TRENCH.
16.A 12” SPACING SHALL BE REQUIRED BETWEEN DIFFERENT UTILITIES IN THE SAME TRENCH.
17.CONTRACTOR SHALL CONTACT DIG-LINE AT 811, (800) 342-1585 OR (208) 342-1585 PRIOR TO ANY UTILITY CONSTRUCTION.
WATER NOTES:
1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND
SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION
DISTANCES AND SLOPE REQUIREMENTS.
2.ALL WATER MAIN LINE SHALL BE CLASS 50 DUCTILE IRON MEETING AWWA C-151.
3.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.
4.WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWER
MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
5.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.
6.FIRE HYDRANTS SHALL HAVE TWO 2-1/2” DIAMETER HOSE NOZZLES AND ONE 4-1/2” DIAMETER HOSE NOZZLE PER CITY STANDARDS.
7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TO CONTACT DIG LINE PRIOR TO ALL
EXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICES
REQUIRED.
8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATE OF
IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR AND
MOUNTED IN A HORIZONTAL POSITION WITHIN A HEATED MECHANICAL ROOM.
9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THE INTERNATIONAL FIRE CODE AND SHALL
INCLUDE ALL APPURTENANCES (IF APPLICABLE).
10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATER
SERVICES.
11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWA
STANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING AND
DISINFECTION OF WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWA STANDARDS
REQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.
STORM SEWER NOTES:
1.ALL STORM SEWER SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS,
LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPE REQUIREMENTS.
2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
3.STORM DRAIN PIPE SHALL MEET ONE OF THE FOLLOWING: PVC SDR 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 GREG EAGER (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
PROPOSED/DUMPSTER
SEWER CLEANOUT
12
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12
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SD
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BLOCK 3
BLOCK 4
BLOCK 5
SD
SD
SD
SD
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34
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N89° 38' 09"E 756.42'
52.5'
75'
S
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EO EO EO EO EO EO
EO EO EO EO EO EO
EO EO EO EO EO
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R30
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41'-2"
60'
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52.5'
75'
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TYPE 'A'
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TYPE 'A'
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4-PLEX
TYPE 'A'
12
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'A'
20
4-PLEX
TYPE 'A'
19
4-PLEX
TYPE 'A'
18
4-PLEX
TYPE 'A'
17
4-PLEX
TYPE 'A'
16
4-PLEX
TYPE 'A'
15
4-PLEX
TYPE 'B'
33
4-PLEX
TYPE 'B'
34
4-PLEX
TYPE 'B'
35
4-PLEX
TYPE 'B'
36
4-PLEX
TYPE 'B'
37
4-PLEX
TYPE 'B'
38
4-PLEX
TYPE 'B'
39
4-PLEX
TYPE 'B'
40
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
TOWNHOUSE
TYPE 'C'
2
TOWNHOUSE
TYPE 'C'
1
TOWNHOUSE
TYPE 'C'
25
TOWNHOUSE
TYPE 'C'
26
TOWNHOUSE
TYPE 'C'
27
TOWNHOUSE
TYPE 'C'
28
TOWNHOUSE
TYPE 'C'
29
TOWNHOUSE
TYPE 'C'
30
TOWNHOUSE
TYPE 'C'
34
TOWNHOUSE
TYPE 'C'
32
TOWNHOUSE
TYPE 'C'
19
TOWNHOUSE
TYPE 'C'
18
TOWNHOUSE
TYPE 'C'
17
TOWNHOUSE
TYPE 'C'
20
TOWNHOUSE
TYPE 'C'
21
TOWNHOUSE
TYPE 'C'
22
TOWNHOUSE
TYPE 'C'
23
TOWNHOUSE
TYPE 'C'
24
TOWNHOUSE
TYPE 'C'
9
TOWNHOUSE
TYPE 'C'
10
TOWNHOUSE
TYPE 'C'
11
TOWNHOUSE
TYPE 'C'
12
TOWNHOUSE
TYPE 'C'
13
TOWNHOUSE
TYPE 'C'
14
TOWNHOUSE
TYPE 'C'
15
TOWNHOUSE
TYPE 'C'
16
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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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TYPE 'C'
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TBC: 4853.24
TBC: 4852.22
TBC: 4852.56TBC: 4853.00
TBC: 4852.86
TBC: 4852.56
TBC: 4852.86
TBC: 4853.24
1 21
6
2
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4
8
5
3
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4853
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TBC: 4852.86
TBC: 4852.55
TBC: 4852.56
TBC: 4852.88
TBC: 4855.75
TBC: 4855.74
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
TBC: 4852.86
TBC: 4852.87
TBC: 4853.06
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BLOCK 1
SUMMERS DRIVE
BLOCK 2
HI
D
E
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T
S
T
R
E
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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.
4.SNOW STORAGE AREA = 53,403 SF. (36% OF ASPHALT AREA)
ASPHALT AREA = 148,849 SF
5.ALL FIRE LANE STRIPPING AND SIGNAGE TO MEET IFC 2018 APPENDIX D REQUIREMENTS.
6.SEE FINAL PLAT FOR LOT LINES FOR TOWNHOMES AND 4 BLEX BUILDINGS.
7.FIBER OPTICS CONDUIT MUST BE PLACED WITHIN 15' PUBLIC UTILITY EASEMENT ALONG PUBLIC ROADWAYS. SEE
DRAWING FOR LOCATION OF HANDHOLE LOCATIONS. FIBER AND HANDHOLES TO BE INSTALLED PER CITY OF
REXBURG BROADBAND DETAILS - SHEETS 19, 20 AND 21.
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.
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
DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO
RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT
LIMITS MEETING UTILITY DESIGN AND STANDARDS.
(PROPOSED POWER LOCATION WITHIN THE 15' EASEMENT. ROCKY
MOUNTAIN POWER TO DESIGN POLE LOCATIONS.EXISTING
ROADWAYEXISTING
ROADWAY
WALKWAY PAINT WALKWAY PAINT
SNOW STORAGESNOW STORAGE
SNOW STORAGE
SN
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W
S
T
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SN
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S
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SNOW STORAGE
SNOW STORAGE
SNOW STORAGE
SNOW STORAGE
END CURB AND GUTTER AT
PROPERTY LINE
CONTRACTOR TO TAPER TBC
TO MEET ASPHALT GRADE
(TAPER LENGTH OF 10')
SNOW STORAGESNOW STORAGE
COMMUNICATION
VAULT TO BE
RE-LOCATED
EXISTING CURB TO BE REMOVED
AND RE-LOCATED
APPROXIMATELY 19' WEST
RETAIN AND PROTECT EXISTING CB
PHASE 2 OF DIVISION 2
PHASE 1 OF DIVISION 2
PHASE 1 OF DIVISION 1
26' ASPHALT
PHASE 1 OF DIVISION 1
26' ASPHALT
PHASE 1 OF DIVISION 1
TO BE STUBBED MIN OF 10'
FROM EDGE OF ASPHALT
STORM WATER PIPE TO BE STUBBED
OUTSIDE OF ASPHALT PHASE 1 DIVISION 1
8" WATER WITH PLUG
AND THRUST BLOCK8" SS WITH PLUG
PHASE 1 CONSTRUCTION
BOUNDARY
PHASE 1 CONSTRUCTION
BOUNDARY
PHASE 1 CONSTRUCTION
BOUNDARY
EXISTING GAS RISER TO BE
MOVED WITH POWER POLE
RETAIN AND PROTECT
EXISTING POLE
EXISTING TRAFFIC SIGNAL
BOX TO BE RE-LOCATED
CONCRETE DITCH
STRUCTURE AND
CONNECTED PIPE TO BE
REMOVED
CABLE BOX TO BE RELOCATED
SIGN TO BE RELOCATED
TELEPHONE POST TO BE
RELOCATED
TELEPHONE BOX TO BE
RELOCATED
SIGN TO BE RELOCATED
DUMPSTER AREA
WITH 4 DUMPSTER
DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO
RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT
LIMITS MEETING UTILITY DESIGN AND STANDARDS.
(PROPOSED POWER LOCATION WITHIN THE 15' EASEMENT. ROCKY
MOUNTAIN POWER TO DESIGN POLE LOCATIONS.
CONNECT TO
EXISTING POWER
POLE TO THE WEST
DUMPSTER AREA WITH 2 DUMPSTERS
(DUMPSTER ENCLOSURES TO BE BUILT TO CITY
ENGINEERING STANDARDS TYP. AT ALL LOCATIONS)
BACK-IN HAMMERHEAD
BLOCK 3
BLOCK 4
BLOCK 5
34
'
34
'
34
'
34
'
N89° 38' 09"E 756.42'
52.5'
75'
EO EO EO EO EO EO
EO EO EO EO EO EO
EO EO EO EO EO EO
EO EO EO EO EO
EO EO EO EO EO
41'-2"
60'
N89°49'29"E 676.90'
S0
0
°
2
2
'
0
4
"
E
2
4
0
.
6
9
'
BLOCK 3
BLOCK 4
BLOCK 5
34
'
34
'
34
'
34
'
N89° 38' 09"E 756.42'
52.5'
75'
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
7
7
7
5
30
29
7
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'A'
10
4-PLEX
TYPE 'A'
11
4-PLEX
TYPE 'A'
12
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'A'
20
4-PLEX
TYPE 'A'
19
4-PLEX
TYPE 'A'
18
4-PLEX
TYPE 'A'
17
4-PLEX
TYPE 'A'
16
4-PLEX
TYPE 'A'
15
4-PLEX
TYPE 'B'
33
4-PLEX
TYPE 'B'
34
4-PLEX
TYPE 'B'
35
4-PLEX
TYPE 'B'
36
4-PLEX
TYPE 'B'
37
4-PLEX
TYPE 'B'
38
4-PLEX
TYPE 'B'
39
4-PLEX
TYPE 'B'
40
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
8
TOWNHOUSE
TYPE 'C'
7
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
TOWNHOUSE
TYPE 'C'
2
TOWNHOUSE
TYPE 'C'
1
TOWNHOUSE
TYPE 'C'
25
TOWNHOUSE
TYPE 'C'
26
TOWNHOUSE
TYPE 'C'
27
TOWNHOUSE
TYPE 'C'
28
TOWNHOUSE
TYPE 'C'
29
TOWNHOUSE
TYPE 'C'
30
TOWNHOUSE
TYPE 'C'
34
TOWNHOUSE
TYPE 'C'
32
TOWNHOUSE
TYPE 'C'
19
TOWNHOUSE
TYPE 'C'
18
TOWNHOUSE
TYPE 'C'
17
TOWNHOUSE
TYPE 'C'
20
TOWNHOUSE
TYPE 'C'
21
TOWNHOUSE
TYPE 'C'
22
TOWNHOUSE
TYPE 'C'
23
TOWNHOUSE
TYPE 'C'
24
TOWNHOUSE
TYPE 'C'
9
TOWNHOUSE
TYPE 'C'
10
TOWNHOUSE
TYPE 'C'
11
TOWNHOUSE
TYPE 'C'
12
TOWNHOUSE
TYPE 'C'
13
TOWNHOUSE
TYPE 'C'
14
TOWNHOUSE
TYPE 'C'
15
TOWNHOUSE
TYPE 'C'
16
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'
14
TOWNHOUSE
TYPE 'C'
6
TOWNHOUSE
TYPE 'C'
5
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
12''SD )12''SD )
26+32.3610+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
0+00
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
9+
8
0
10
+
0
0
1
1
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
TBC: 4853.24 TBC: 4852.22 TBC: 4852.56TBC: 4853.24
TBC: 4852.56
TBC: 4852.86
TBC: 4853.24
1.5
%
1.5%
1
.
5
%
AREA 5
32622 SF
AREA 26
9001 SF
AREA 15
44547 SF
AREA 16
12879 SF
AREA 13
54959 SF
AREA 8
26323 SF
AREA 3
59812 SFAREA 4
36245 SF
AREA 1
58400 SF
AREA 9
13436 SF
AREA 17
53066 SF
AREA 2
79460 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: 4852.55
TBC: 4852.56 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: 4852.87
TBC: 4852.86
TBC: 4855.74
TBC: 4855.75
TBC: 4853.00TBC: 4852.73
4851 485248524852
TBC: 4852.22
TBC: 4853.65
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: 4852.08
TBC: 4853.80
TBC: 4852.58
TBC: 4853.00TBC: 4853.00TBC: 4852.40
TBC: 4854.00
TBC: 4852.70
TBC: 4852.90
TBC: 4853.00
TBC: 4853.00
TBC: 4853.83 TBC: 4854.00
TBC: 4852.00
TBC: 4852.00
TBC: 4851.90
TBC: 4851.90
TBC: 4854.00
AREA 27
812643 SF
AREA 18
119659 SF
FF: 4853.77FF: 4853.77 FF: 4853.90 FF: 4854.00FF: 4854.00
FF: 4853.02FF: 4853.02
FF: 4853.10 FF: 4853.10
FF: 4854.00 FF: 4853.90FF: 4853.90
FF
:
4
8
5
3
.
9
0
FF
:
4
8
5
3
.
9
0
FF: 4853.30 FF: 4853.40 FF: 4853.30
FF: 4853.40
FF: 4853.90
FF: 4853.40FF: 4853.30FF: 4853.40FF: 4853.30FF: 4853.40
FF: 4853.40
FF
:
4
8
5
4
.
3
6
FF
:
4
8
5
4
.
1
7
FF
:
4
8
5
4
.
1
2
FF
:
4
8
5
4
.
1
2
FG-TBC: 4857.06
TBC: 4856.70
TBC: 4856.00
TBC: 4856.20
FG-TBC: 4857.20
FG-TBC: 4857.20
FG-TBC: 4856.30
FG-TBC: 4856.22
FG-TBC: 4856.00
FG-TBC: 4857.40
AREA 27
13830 SF
W E
S
N
060'60'30'
SCALE: 1" = 60'
4 C-
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B
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(
2
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8
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3
5
9
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2
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:
JB
K
A
Y
C
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N
S
T
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TR
A
P
P
E
R
S
L
A
N
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2
3
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 EXCAVATE 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-21
CB-22
SDMH/ CB-20
SDMH/ CB-26
CB-23
CB-24
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
SD
M
H
/
C
B
-
2
8
N89°49'29"E 676.90'
8''SS )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'
'
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(
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(
8
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S
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D
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A
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S
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8'
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8'
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W
8'
'
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(
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'
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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
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'A'
10
4-PLEX
TYPE 'A'
11
4-PLEX
TYPE 'A'
12
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'B'
38
4-PLEX
TYPE 'B'
39
4-PLEX
TYPE 'B'
40TOWNHOUSE
TYPE 'C'
8
B
U
I
L
D
I
N
G
9
4-PLEX
TYPE 'A'
14
TOWNHOUSE
TYPE 'C'
4
TOWNHOUSE
TYPE 'C'
3
W W W W W W W W
8'
'
S
S
)
8'
'
S
S
)
W W
10+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: 4852.22
TBC: 4852.56
TBC: 4852.86
TBC: 4852.86
TBC: 4853.24
TBC: 4853.55 TBC: 4852.07 TBC: 4853.68TBC: 4853.68
TBC: 4852.76
TBC: 4853.00
TBC: 4853.00
TBC: 4852.96TBC: 4852.76
TBC: 4853.18TBC: 4853.30
TBC: 4852.22TBC: 4852.78TBC: 4852.96
TBC: 4853.51
TBC: 4853.68
2
5
4
7
4
6
5
5
2
TBC: 4852.73
2
SSMH-12
TBC: 4852.56
4852
4851
48524851
SSMH 5
SDMH/CB-9
SDMH/CB-10
CB-11
SDMH/CB-12
CB-17 CB-17A
42 LF 12" SD @ 0.22%
25 LF 12" SD @ 0.22%
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=4844.97
S INV IN=4844.97
E INV OUT=4844.87
SSMH-4
STA=12+63.92
RIM=4852.40
15-LF OF 12" WATERLINE
16-LF OF 12" WATERLINE
303-LF OF 12" WATERLINE
197-LF OF 12" WATERLINE
ST
A
:
9
+
9
9
.
8
7
EL
:
4
8
5
3
.
2
4
ST
A
:
1
2
+
5
3
.
8
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:
4
8
5
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.
2
0
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A
:
1
5
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0
7
.
8
3
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:
4
8
5
3
.
2
4
PC
S
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A
:
1
6
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7
8
.
8
5
EL
:
4
8
5
2
.
5
6
PT
S
T
A
:
1
7
+
0
8
.
8
5
EL
:
4
8
5
2
.
8
6
ST
A
:
1
0
+
0
0
EL
:
4
8
5
3
.
2
4
ST
A
:
1
2
+
5
3
.
8
5
EL
:
4
8
5
2
.
2
0
ST
A
:
1
5
+
0
7
.
7
0
EL
:
4
8
5
3
.
2
4
PC
S
T
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:
1
6
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7
9
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:
4
8
5
2
.
5
6
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S
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:
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7
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9
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:
4
8
5
2
.
8
6
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:
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0
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6
7
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5
8
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:
4
8
5
2
.
9
6
ST
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:
1
1
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1
1
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0
8
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:
4
8
5
2
.
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8
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:
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4
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1
8
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:
4
8
5
2
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9
6
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:
1
3
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8
1
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:
4
8
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6
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:
4
8
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1
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1
5
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:
4
8
5
2
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6
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:
1
3
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8
3
.
8
5
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:
4
8
5
2
.
7
3
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:
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4
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0
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8
5
EL
:
4
8
5
3
.
0
0
-0.41%-0.41%
-0.41%0.41%0.40%0.43%-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
N INV OUT=4848.70
CB-11
STA: 12+53.85
GRATE=4851.70
S INV IN=4848.60
N INV OUT=4848.50
CB-12
STA: 12+53.85
GRATE=4851.70
12" S INV IN=4848.95
24" NW INV OUT=4847.55
SDMH-9
STA: 16+78.85
RIM=4852.56
BOTTOM=4844.56
N INV OUT=4849.06
CB-9
STA: 16+78.85
GRATE=4852.06
12" N INV IN=4848.95
24" W INV OUT=4847.55
SDMH-10
STA: 16+79.01
RIM=4852.56
BOTTOM=4844.56
S INV OUT=4849.06
CB-10
STA: 16+79.01
GRATE=4852.06
12" S INV IN=4847.00
24" W INV OUT=4846.00
SDMH-12
STA: 12+53.89
RIM=4851.00
BOTTOM=4843.00
5-LF OF 12" WATERLINE20-LF OF 12" WATERLINE
5-LF OF 12" WATERLINE
N INV IN=4846.26
S INV IN=4846.26
E INV OUT=4846.16
SSMH 5
STA=14+22.04
RIM=4852.50
87-LF OF 12" WATERLINE
EXISTING GROUND
PROPOSED LEFT TBC
PROPOSED RIGHT TBC
EXISTING GROUND
18" MIN SEPARATION
INSTALL 4-45° BENDS
W/ THRUST BLOCKS
5' MIN BURY
PLUG AND THRUST BLOCK 10'
PAST CONSTRUCTION LIMITS
W E
S
N
040'40'20'
SCALE: 1" = 40'
5
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P
A
R
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D
F
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K
A
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C
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T
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A
P
P
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R
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A
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21
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2
5
16
4
1
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8/
1
0
/
2
3
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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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
PLUG AND THRUST BLOCK 10'
PAST CONSTRUCTION LIMITS
12
'
'
W
(1
2
'
'
S
S
12
'
'
S
S
)
12
'
'
S
S
)
34
'
34
'
12
'
'
W
(1
2
'
'
S
S
12
'
'
S
S
)
12
'
'
S
S
)
34
'
34
'
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''SS )
8'
'
W
8'
'
W
8'
'
W
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
8'
'
W
8'
'
W
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
8'
'
W
W
W
W
W
8'
'
W
6'
'
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-3SSMH-41 1 1 1
TBC: 4852.86
TBC: 4852.55
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: 4854.94
TBC: 4855.83
TBC: 4855.83
TBC: 4852.56
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
SDMH/SSMH-1
TBC: 4856.70
TBC: 4857.06
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%
303-LF OF 8" PVC @ 0.40%
W INV IN=4844.04
E INV OUT=4843.94
SSMH-3
STA=19+27.04
RIM=4852.80
197-LF OF 12" WATERLINE
PC
S
T
A
:
1
7
+
5
2
.
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5
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:
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.
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.
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:
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.
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:
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+
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4
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:
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5
3
.
6
8
PC
S
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A
:
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+
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8
.
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:
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3
.
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:
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8
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:
4
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5
3
.
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:
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2
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:
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4
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2
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:
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:
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:
2
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+
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6
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9
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:
4
8
5
4
.
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4
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A
:
2
3
+
7
6
.
8
4
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:
4
8
5
4
.
9
4
ST
A
:
2
2
+
7
2
.
8
3
EL
:
4
8
5
4
.
5
2
ST
A
:
1
9
+
8
8
.
8
3
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:
4
8
5
3
.
3
8
ST
A
:
1
8
+
8
4
.
8
3
EL
:
4
8
5
2
.
9
6
PT
S
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A
:
1
7
+
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3
.
0
1
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:
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'
0.50%
-0.66%
AL: 47.17'
0.40%
0.40%
0.40%
0.40%
0.50%
12" S INV IN=4848.95
24" NE INV OUT=4847.55
SDMH-7
STA: 17+82.99
RIM=4852.56
BOTTOM=4844.56
N INV OUT=4849.06
CB-7
STA: 17+82.99
GRATE=4852.06
N INV OUT=4849.88
CB-4
STA: 19+88.97
GRATE=4852.88
12" S INV IN=4849.78
24" NE INV OUT=4848.38
SDMH-4
STA: 19+88.97
RIM=4853.38
BOTTOM=4845.38
S INV OUT=4849.06
CB-2
STA: 17+83.01
GRATE=4852.06
12" N INV IN=4848.95
24" E INV OUT=4847.55
SDMH-2
STA: 17+83.01
RIM=4852.56
BOTTOM=4844.56
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=4842.41
N INV IN=4842.41
E INV OUT=4842.31
SSMH-2
STA=23+10.16
RIM=4854.30
388-LF OF 12" WATERLINE
285-LF OF 12" WATERLINE
49-LF OF 12" WATERLINE
ST
A
:
2
5
+
8
4
.
7
5
EL
:
4
8
5
6
.
7
0
1.81%
AL: 46.34
'
2.66%
AL: 46.
2
5
'
ST
A
:
2
5
+
5
5
.
0
5
EL
:
4
8
5
5
.
8
3
ST
A
:
2
5
+
8
5
.
0
5
EL
:
4
8
5
7
.
0
6
ST
A
:
2
5
+
5
4
.
7
5
EL
:
4
8
5
5
.
8
3
12" W INV IN=4850.45
24" NE 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%
8" W INV IN=4841.10
12" N INV IN=4840.78
12" S INV OUT=4840.78
(CONTRACTOR TO FIELD VERIFY)
SSMH-1
STA=26+13.25
RIM=4856.50
S INV OUT=4850.59
CB-01
STA: 21+65.37
GRATE=4853.59
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
PAVEMENT TO
EXTEND TO EXISTING
ON 12TH WEST STREET
W E
S
N
040'40'20'
SCALE: 1" = 40'
6
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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
TR
A
P
P
E
R
S
L
A
N
D
I
N
G
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
16
4
1
0
8/
1
0
/
2
3
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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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
SUMMERS DRIVE
BLOCK 5
12
t
h
W
E
S
T
S
T
R
E
E
T
BLOCK 4
TR
A
P
P
E
R
S
L
O
O
P
TR
A
P
P
E
R
S
L
O
O
P
HI
D
E
O
U
T
S
T
R
E
E
T
BLOCK 3
BLOCK 3
CONNECT TO
EXISTING WATER LINE
N8
9
°
4
9
'
2
9
"
E
6
7
6
.
9
0
'
8'
'
S
S
)
8'
'
S
S
)
8''W
8'
'
W
8'
'
W
8''W8''W8''W8''W
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS
8'
'
S
S
)
8'
'
S
S
)
6 (
8
'
'
S
S
(
8
'
'
S
S
8'
'
W
8'
'
W
8'
'
W
(
8
'
'
S
S
(
8
'
'
S
S
8'
'
W
8'
'
W
W
WW
WWW
8'
'
W
8'
'
W
8'
'
S
S
)
8'
'
S
S
)
4-
P
L
E
X
TY
P
E
'
B
'
33
4-
P
L
E
X
TY
P
E
'
B
'
40
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
34
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
'
18
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
17
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
15
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
16
B
U
I
L
D
I
N
G
3
B
U
I
L
D
I
N
G
5
B
U
I
L
D
I
N
G
7
W
8''W8''W
8''SS )9+80 10+00 11+00 12+00 13+00 14+00
1
3
3
2
1
11
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: 4852.10
TBC: 4852.80
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
CL: 4852.85
CL: 4852.66
CL: 4852.52
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=4847.20
E INV IN=4847.20
S INV OUT=4847.10
SSMH-7
STA=11+71.38
RIM=4852.40W INV IN=4847.66
E INV IN=4847.66
S INV OUT=4847.56
SSMH-8
STA=10+80.40
RIM=4852.40
4842
4844
4846
4848
4850
4852
4854
4842
4844
4846
4848
4850
4852
4854
91-LF OF 8" PVC @ 0.40%
104-LF OF 8" PVC @ 0.40%
ST
A
:
1
0
+
1
8
.
9
3
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=4846.68
N INV IN=4846.68
S INV OUT=4846.58
SSMH-6
STA=13+09.95
RIM=4852.00
SE INV OUT=4848.50
CB-14
STA: 10+20.66
GRATE=4851.50
12" NW INV IN=4848.40
24" S INV OUT=4846.50
SDMH-14
STA: 10+24.20
RIM=4851.50
BOTTOM=4843.50
-0.23%
ST
A
:
1
3
+
3
8
.
9
1
EL
:
4
8
5
2
.
9
1
0.28%
ST
A
:
1
3
+
7
8
.
6
1
EL
:
4
8
5
2
.
7
0
ST
A
:
1
3
+
5
6
.
6
2
EL
:
4
8
5
2
.
8
7
ST
A
:
1
3
+
0
9
.
6
8
EL
:
4
8
5
2
.
6
6
ST
A
:
1
2
+
2
6
.
5
2
EL
:
4
8
5
2
.
8
5
ST
A
:
1
1
+
0
8
.
6
8
EL
:
4
8
5
2
.
5
2
0.85%-0.21%
2.00%
114-LF OF 8" WATERLINE
75-LF OF 8" WATERLINE
ST
A
:
9
+
8
0
EL
:
4
8
5
2
.
1
1
ST
A
:
1
0
+
1
8
.
9
3
EL
:
4
8
5
2
.
1
5
ST
A
:
1
1
+
0
8
.
6
8
EL
:
4
8
5
2
.
5
2
ST
A
:
1
2
+
2
6
.
5
2
EL
:
4
8
5
2
.
8
5
ST
A
:
1
3
+
0
9
.
6
8
EL
:
4
8
5
2
.
6
6
ST
A
:
1
3
+
3
8
.
9
1
EL
:
4
8
5
2
.
9
1
ST
A
:
1
3
+
5
7
.
1
3
EL
:
4
8
5
2
.
2
7
ST
A
:
1
3
+
7
8
.
6
1
EL
:
4
8
5
2
.
7
0
1.09%
0.28%-0.23%0.87%-0.21%
2.00%
3-LF OF 8" WATERLINE
112-LF OF 8" WATERL
I
N
E
ST
A
:
9
+
8
0
EL
:
4
8
5
2
.
1
1
EXISTING 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)
6' MIN BURY
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
34
TOWNHOUSE
TOWNHOUSE
TOWNHOUSE
TYPE 'C'
25
TYPE 'C'
26
TYPE 'C'
27
TYPE 'C'
28
TYPE 'C'
29
TYPE 'C'
30 34 32
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
8'
'
W
6''W9+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
CL: 4852.54
CL: 4851.77
CL: 4852.37
CL: 4853.32
TBC: 4854.00
CL: 4852.41
CL: 4852.44
CL: 4852.55
1
CL: 4852.57
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 15+30
W INV OUT=4848.24
SSMH-11
STA=14+74.54
RIM=4852.20W INV IN=4847.66
E INV IN=4847.66
S INV OUT=4847.56
SSMH-8
STA=13+29.54
RIM=4852.40
E INV OUT=4849.02
SSMH-9
STA=9+89.53
RIM=4852.90
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%
26-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+58.04
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
+
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+59.55
RIM=4852.00
BOTTOM=4844.00
S INV OUT=4848.50
CB-15
STA: 11+59.56
GRATE=4851.50
S INV OUT=4848.20
CB-13
STA: 14+10.95
GRATE=4851.20
147-LF OF 8" WATERLINE
IN
S
T
A
L
L
F
H
ST
A
:
1
1
+
5
4
.
5
5
IN
S
T
A
L
L
F
H
ST
A
:
1
5
+
2
3
.
9
3
7-LF OF 6" WATERLINE
32-LF OF 6" WATERLINE
PROPOSED
CENTERLINE GRADES
EXISTING GROUND
6' MIN BURY
W
E
SN
040'40'20'
SCALE: 1" = 40'
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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
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N
S
T
R
U
C
T
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TR
A
P
P
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R
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D
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P
A
T
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R
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R
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R
O
L
A
N
D
21
0
2
5
16
4
1
0
8/
1
0
/
2
3
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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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 1
CURB TRANSITION
FROM LIP DOWN
TO LIP UP
INSTALL PLUG
AND THRUST
BLOCK
INSTALL PLUG
AND THRUST
BLOCK
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
P
P
-
7
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 WW
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
'
8
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
7
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
6
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
5
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
'
25
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
'
24
TO
W
N
H
O
U
S
E
TY
P
E
'
C
'
9
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
W
W
SSMH-11
1
1
3
2
1
1
TBC: 4853.68
TBC: 4853.55 TBC: 4852.98
TBC: 4852.60
TBC: 4852.08
TBC: 4853.80
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
CL: 4852.86
CL: 4853.31
CL: 4852.86 CL: 4853.17
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
S INV OUT=4848.55
SSMH-13
STA=11+52.65
RIM=4853.10
N INV IN=4848.14
E INV OUT=4848.04
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=4849.02
SSMH-9
STA=12+43.65
RIM=4852.90
PROPOSED
CENTERLINE GRADES
EXISTING
GROUND
18" MIN
SEPARATION
6'
MIN
BURY
6'
MIN
BURY
18" MIN
SEPARATION
Area : 236141.59
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'
17
TOWNHOUSE
TYPE 'C'
16
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
CL: 4852.34
CL: 4851.94
CL: 4852.22
CL: 4851.94
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=4847.78
SSMH-14
STA=11+52.63
RIM=4852.60
N INV IN=4847.20
E INV IN=4847.20
S INV OUT=4847.10
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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A
N
D
21
0
2
5
16
4
1
0
8/
1
0
/
2
3
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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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 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
W
WW
W
W
W
W
WW
WWW
4-
P
L
E
X
TY
P
E
'
B
'
4-
P
L
E
X
TY
P
E
'
B
'
39
4-
P
L
E
X
TY
P
E
'
B
'
40
8''W 8''W
6'
'
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
CL: 4852.55
OFF: 11.31' L
CL: 4852.25
OFF: 11.28' L
CL: 4852.34
OFF: 11.26'
1
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
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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: 4851.70
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'
9
TOWNHOUSE
TYPE 'C'
10
TOWNHOUSE
TYPE 'C'
11
TOWNHOUSE
TYPE 'C'
12
TOWNHOUSE
TYPE 'C'
13
TOWNHOUSE
TYPE 'C'
14
TOWNHOUSE
TYPE 'C'
15
TOWNHOUSE
TYPE 'C'
16
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: 4853.70
TBC: 4853.68TBC: 4852.80
TBC: 4852.10
TBC: 4852.80
TBC: 4852.60TBC: 4852.60
TBC: 4852.98
TBC: 4852.08
TBC: 4853.80 TBC: 4853.53
LIGHT POLE2
5
3 3
55 SSMH-6SSMH-121 14852
4851
4851
4852
TBC: 4851.70TBC: 4852.00 SDMH/CB-17ASDMH/CB-17
CL: 4851.64CL: 4851.54 CL: 4851.69
CL: 4851.54 CL: 4851.70
CL: 4851.88
CL: 4851.80
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=4848.14
E INV OUT=4848.04
SSMH-12
STA=9+87.56
RIM=4852.80
W INV IN=4846.68
N INV IN=4846.68
S INV OUT=4846.58
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
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2
1
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:
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8
5
1
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6
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:
1
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8
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9
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:
4
8
5
1
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8
8
ST
A
:
9
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8
0
EL
:
4
8
5
3
.
3
5
PROPOSED
CENTERLINE GRADES
EXISTING
GROUND
6'
MIN
BURY
9
PP
-
5
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P
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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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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
S INV IN=4846.08
N INV OUT=4845.98
SSMH-22
STA=10+10.02
RIM=4853.60
W INV IN=4844.97
S INV IN=4844.97
E INV OUT=4844.87
SSMH-4
STA=12+63.92
RIM=4852.40
254-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
6
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
6
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
.
8
2
EL
:
4
8
5
2
.
5
6
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
3
EL
:
4
8
5
2
.
8
6
PC
S
T
A
:
1
2
+
9
5
.
9
9
EL
:
4
8
5
2
.
5
6
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
4
.
9
5
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=4852.36
-0.64%
AL: 47.21'
-0.64%
AL: 47.17'
0.42%-0.42%
0.42%-0.42%
ST
A
:
1
6
+
6
4
.
9
5
EL
:
4
8
5
3
.
7
8
ST
A
:
1
6
+
6
5
.
4
2
EL
:
4
8
5
3
.
2
2
0.72%
AL: 46.88'
1.94%
AL: 47.3
4
'
N INV OUT=4849.06
CB-9
STA: 12+94.51
GRATE=4852.06
S INV OUT=4849.06
CB-10
STA: 12+53.47
GRATE=4852.06
12" S INV IN=4848.95
24" NW INV OUT=4847.55
SDMH-9
STA: 12+99.24
RIM=4852.56
BOTTOM=4844.56
12" N INV IN=4848.95
24" W INV OUT=4847.55
SDMH-10
STA: 16+79.01
RIM=4852.56
BOTTOM=4844.56
12" N INV IN=4848.95
24" E INV OUT=4847.55
SDMH-2
STA: 12+48.32
RIM=4852.56
BOTTOM=4844.56
S INV OUT=4849.06
CB-2
STA: 12+53.31
GRATE=4852.06
N INV OUT=4849.06
CB-7
STA: 12+94.34
GRATE=4852.06
12" S INV IN=4848.95
24" NE INV OUT=4847.55
SDMH-7
STA: 12+99.32
RIM=4852.56
BOTTOM=4844.56
159-LF OF 8" WATERLINE
10-LF OF 8" PVC @ 0.40%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
EOEO EO
EO
EO
EO
EO
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
10' SIDE YARD SETBACK
8''SS )8''SS )8''SS )8''SS )8''SS )
8''W 8''W
6''W
4-
P
L
E
X
TY
P
E
'
B
'
36
4-
P
L
E
X
TY
P
E
'
B
'
37
8''W 8''W 8''W
9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00
7+
0
0
8+
0
0
7
1
TBC: 4852.86
SSMH-4SSMH-22 1
1 4
5
8 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: 4852.56
TBC: 4852.86
TBC: 4852.56
TBC: 4852.56
TBC: 4853.78
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
7
SSMH-22
TBC: 4852.56
TBC: 4852.86
4
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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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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
INSTALL PLUG
AND THRUST
BLOCK
INSTALL PLUG AND
THRUST BLOCK
CAP SEWER LINE
AT PROPERTY LINE
FUTURE SIDEWALK, CURB AND GUTTER
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
7
7
7
5
30
29
7
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
8'
'
S
S
)
(
8
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S
S
W
W
W
WW
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
4-PLEX
TYPE 'A'
9
4-PLEX
TYPE 'A'
10
4-PLEX
TYPE 'A'
11
4-PLEX
TYPE 'A'
12
4-PLEX
TYPE 'A'
13
4-PLEX
TYPE 'A'
20
4-PLEX
TYPE 'A'
19
4-PLEX
TYPE 'A'
18
4-PLEX
TYPE 'A'
17
4-PLEX
TYPE 'A'
16
4-PLEX
TYPE 'A'
15
4-PLEX
TYPE 'A'
14
12''SD )12''SD )12''SD )12''SD )12''SD )
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
W
W W
W W
W
W
W
W
W
W
8''W 8''W
W
W
W
W
W9+80 10+00 11+00 12+00 13+00 14+00
SSMH-17
1
1 1
5
23
1 TBC: 4853.20
TBC: 4853.00
TBC: 4853.03
TBC: 4853.20
TBC: 4853.23 TBC: 4853.25
TBC: 4853.40
TBC: 4853.20
TBC: 4852.90 TBC: 4853.40 TBC: 4853.40
TBC: 4853.40
TBC: 4853.40
TBC: 4853.32
TBC: 4853.03
TBC: 4852.96
TBC: 4852.73
TBC: 4852.74
TBC: 4853.00
TBC: 4853.17
TBC: 4853.00
TBC: 4853.00
TBC: 4852.90
3
3
3
3
SD
M
H
/
C
B
-
2
0
SDMH/CB-19SDMH/CB-21
SDMH/CB-23SDMH/CB-24SDMH/CB-25
CB-20
GRATE: 4852.33
12" INV OUT: 4847.60
CB-22
GRATE: 4851.08
12" INV OUT: 4847.73
SDMH-20
RIM: 4851.72
12"INV IN: 4847.50
24" INV OUT: 4846.50
BOTTOM: 4843.60
SD
M
H
/
C
B
-
2
0
TBC: 4852.90
TBC: 4852.90
TBC: 4853.00TBC: 4853.00
TBC: 4853.20 TBC: 4853.40
TBC: 4853.10
SSMH-17
SSMH-19
CB-25
SSMH-18
1
1
TBC: 4852.30
5
TBC: 4853.20
TBC: 4853.32
TBC: 4853.25 2
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 14+50
N INV IN=4848.44
S INV IN=4848.44
E INV OUT=4848.34
SSMH-17
STA=11+61.27
RIM=4853.00
340-LF OF 8" PVC @ 0.40%
299-LF OF 8" WATERLINE
IN
S
T
A
L
L
F
H
ST
A
:
1
3
+
9
5
.
3
1
IN
S
T
A
L
L
F
H
ST
A
:
1
1
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9
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%
W INV IN=4848.17
E INV OUT=4848.07
CB-24
STA: 11+26.78
GRATE=4851.25
W INV IN=4847.83
E INV OUT=4847.73
CB-23
STA: 12+36.75
GRATE=4851.30
E INV IN=4847.57
W INV IN=4847.57
N INV IN=4847.57
S INV OUT=4847.47
CB-21
STA: 13+09.31
GRATE=4851.70
12" N INV IN=4847.43
24" S INV OUT=4846.60
SDMH-21
STA: 13+09.30
RIM=4850.85
BOTTOM=4843.70
W INV OUT=4847.80
CB-19
STA: 13+98.75
GRATE=4851.80E INV OUT=4848.40
CB-25
STA: 10+22.66
GRATE=4851.40
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%
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:
4
8
5
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9
7
1.94%
-2.19%3.18%
-2.28%3.65%
-1.37%
W INV IN=4846.98
N INV OUT=4846.88
SSMH-15
STA=13+27.09
RIM=4852.20
99-LF OF 8" WATERLINE
104-LF OF 12" PVC @ 0.22%110-LF OF 12" PVC @ 0.22%73-LF OF 12" PVC @ 0.22%89-LF OF 12" PVC @ 0.26%
EXISTING
GROUND
PROPOSED
CENTERLINE GRADES
8''W8''W8''W8''W
8'
'
W
7
8'
'
S
S
)
8'
'
S
S
)
8''SS )( 8''SS
W
W
W WWWW
W
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TO
W
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P
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W
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W
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8''W
W
W
W
W
W
W
W
W
W
W
TBC: 4852.08 TBC: 4852.78
8
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
5
2 SSMH-17 SSMH-19
CB-25
SSMH-18
2
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=4848.80
SSMH-18
STA=10+71.80,
RIM=4852.90
N INV IN=4848.44
S INV IN=4848.44
E INV OUT=4848.34
SSMH-17
STA=11+61.27
RIM=4853.00
N INV OUT=4848.72
SSMH-19
STA=12+30.82
RIM=4852.90
90-LF OF 8" PVC @ 0.40%70-LF OF 8" PVC @ 0.40%
129-LF OF 8" WATERLI
N
E
12" SE INV IN=4848.80
24" W INV OUT=4846.90
SDMH-26
STA: 12+46.62
RIM=4851.90
BOTTOM=4843.90
NW INV OUT=4848.90
CB-26
STA: 12+51.63
GRATE=4851.90ST
A
:
1
0
+
2
1
.
5
0
EL
:
4
8
5
2
.
8
7
0.91%-0.35%
-1.13%2.93%
-2.00%2.00%
ST
A
:
1
0
+
4
9
.
0
1
EL
:
4
8
5
3
.
1
2
ST
A
:
1
1
+
8
8
.
6
7
EL
:
4
8
5
2
.
6
3
ST
A
:
1
2
+
4
3
.
4
9
EL
:
4
8
5
2
.
0
1
ST
A
:
1
2
+
5
6
.
8
2
EL
:
4
8
5
2
.
4
0
IN
S
T
A
L
L
F
H
ST
A
:
1
1
+
8
4
.
5
1
54-LF OF 8" WATERLINE
8-LF OF 8" WATERLINE
EXISTING GROUND
PROPOSED
CENTERLINE GRADES
6' MIN BURY
8'
'
S
S
)
8'
'
W
8''W8''W8''W
7 7
7
5
30
29
8'
'
S
S
)
8'
'
S
S
)
4-
P
L
E
X
TY
P
E
'
A
'
4-
P
L
E
X
TY
P
E
'
A
'
14
12
'
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S
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)
8''SS )8''SS )8''SS )
8'
'
W
8'
'
W
W WWWW
13
+
0
0
SSMH-5TBC: 4853.70
TBC: 4852.80
SDMH/CB-21
14+00 15+00 15+60
1
SSMH-15 1
TBC: 4853.47
TBC: 4853.68
TBC: 4853.40
TBC: 4853.40TBC: 4853.25
TBC: 4853.20
TBC: 4853.32
TBC: 4853.53 TBC: 4853.28
TBC: 4853.20
TBC: 4853.20
TBC: 4853.20
TBC: 4853.23
TBC: 4853.03
TBC: 4853.03
TBC: 4852.96
TBC: 4852.735
2
4840
4842
4844
4846
4848
4850
4852
4854
4840
4842
4844
4846
4848
4850
4852
4854
13+60 14+00 15+00 15+60
N INV IN=4846.26
S INV IN=4846.26
E INV OUT=4846.16
SSMH 5
STA=14+22.04
RIM=4852.50 W INV IN=4846.98
N INV OUT=4846.88
SSMH-15
STA=13+27.09
RIM=4852.20
79-LF OF 8" PVC @ 0.40%
153-LF OF 8" PVC @ 0.40%
ST
A
:
1
3
+
7
8
.
6
1
EL
:
4
8
5
2
.
7
0
ST
A
:
1
3
+
9
8
.
1
2
EL
:
4
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123-LF OF 8" WATERLINE
6-LF OF 8" WATERLINE
11
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21
0
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5
16
4
1
0
8/
1
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/
2
3
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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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
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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
W
E
SN
040'40'20'
SCALE: 1" = 40'
BLOCK 2
SU
M
M
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R
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D
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S
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7
W E
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040'40'20'
SCALE: 1" = 40'
(12''SS (12''SS (12''SS (12''SS (12''SS12''SS)12''SS)(12''SS (12''SS (12''SS (12''SS (12''SS12''SS)12''SS)
8'
'
S
S
)
8'
'
S
S
)
9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
EX-SSMH
EX-TBC: 4856.99 EX-TBC: 4857.41
EX-TBC: 4856.03EX-TBC: 4857.01
FG-TBC: 4857.06
FG-TBC: 4855.83TBC: 4855.83
TBC: 4856.70
EO EO EO EO EO EO EO EO EO EO EO EO
TBC: 4856.00
TBC: 4856.20 FG-TBC: 4857.20 FG-TBC: 4857.20 FG-TBC: 4856.30
FG-TBC: 4856.22
FG-TBC: 4856.00
CR: 4856.44
CR: 4856.50 CL-CR: 4857.41
CL-CR: 4857.48
CL-CR: 4857.04 CL-CR: 4857.41 CL-CR: 4856.51
CL: 4856.44
FG-TBC: 4857.40
SDMH-28
CB-28 15
6
1SSMH-1
2
9
4857
485
5
4857
4
8
5
6
4857
48
5
7
4854
4854
4856
485
4
4856
4857
48
5
6
4855
4854
4
4
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
9+60 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+90
12
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8" W INV IN=4841.10
12" N INV IN=4840.78
12" S INV OUT=4840.78
(CONTRACTOR TO FIELD VERIFY)
SSMH-1
STA=26+13.25
RIM=4856.50
12
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TOP BACK OF CURB
FUTURE ROAD CENTER LINE
TOP BACK OF CURB
12th STREET
GB STA: 10+44.35
EL: 4856.00
W INV OUT=4852.50
CB-28
STA=10+44.26, 36.19' L
GRATE=4855.50
12" E INV IN=4852.40
24" N INV OUT=4851.40
SDMH-28
STA: 10+44.49
RIM=4856.00
BOTTOM=4848.00
N INV IN=4840.98
S INV OUT=4840.88
E INV OUT=4841.73
EX-SSMH-1
STA=12+86.25
RIM=4856.98
EXISTING WATER AND SANITARY
SEWER LOCATIONS SHOWN ARE
APPROPRIATE WITH THE EXCEPTIONS
OF THE SSMH'S WITH GRADES SHOWN.
INSTALL DOG HOUSE SSMH
12
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21
0
2
5
16
4
1
0
8/
1
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/
2
3
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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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'
EX-SSMH
RIM= 4856.43
S INV=4840.38
N INV= 4840.38
EX-SSMH
RIM= 4856.98
N INV= 4840.98
S INV= 4840.88
E INV= 4841.73
SAW CUT LINE TO
MATCH ORIGINAL
CENTER/ CROWN LINE
SAW CUT LINE TO
MATCH ORIGINAL
CENTER/ CROWN LINE
EXISTING WATER AND SANITARY SEWER
LOCATIONS SHOWN ARE APPROXIMATE
WITH THE EXCEPTION OF THE SSMH'S
WITH GRADES SHOWN
NEW ASPHALT
12th WEST STREET
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8''W 8''W 8''W 8''W
8'
'
W
WW
WW
W
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
4
5
9
91
2 1
34
'
34
'
2 1
34
'
34
'
8'
'
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
W
W
W
12
+
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
4
34'34'34'34'
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
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
4
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=4844.67
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=4843.33
S INV OUT=4843.23
SSMH-20
STA=15+83.38
RIM=4854.10
E INV OUT=4844.67
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" NE 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+00
4846
4848
4850
4852
4854
4856
4846
4848
4850
4852
4854
4856
12" W INV IN=4850.45
24" NE 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=4843.33
S INV OUT=4843.23
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=4842.41
N INV IN=4842.41
E INV OUT=4842.31
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
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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)
2.5' STANDARD CURB AND GUTTER, DETAIL 4, 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 4
TRAPPERS LOOP
BLOCK 4
SU
M
M
E
R
S
D
R
I
V
E
TRAPPERS LOOP TRAPPERS LOOP
BLOCK 4
SU
M
M
E
R
S
D
R
I
V
E
W
E
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
11
2
3
2
6
4 5 6
2
5
14
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(
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)
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21
0
2
5
16
4
1
0
8/
1
0
/
2
3
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 ATBM P20 MVOLT P7 R3 AO
ANTIQUE DECORATIVE STREET LIGHT POLE: EH 22FT-GCF-EH22 FT 63 LED 525MA 4K GCF R2 MVOLT
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. NEUTRAL AND GROUND MUST BE BONDED IN FIRST JUNCTION BOX AFTER FUSE.
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
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L
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N
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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
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P
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D
21
0
2
5
16
4
1
0
8/
1
0
/
2
3
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 DETAILS7
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.
ADS STORM TECH SYSTEM NOTES:
1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL
DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND
COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J
4.THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE
STORMTECH CHAMBERS FOR THIS PROJECT.^J
5.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING
CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF
EXPECTED SOIL MOISTURE CONDITIONS.^J
6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED
EXCAVATION WALLS.
7.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST
PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE
DESIGN ENGINEER'S DISCRETION.
30"
(762 mm)
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
SUBGRADE SOILS
(SEE NOTE 5)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SC-740
END CAP
6" (150 mm) MIN
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
D
C
B
A
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).
12" (300 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
12" (300 mm) MIN51" (1295 mm)6"
(150 mm) MIN
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
PART #: MC3500IEPP24BC
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
MANHOLE
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS
601T NON-WOVEN GEOTEXTILE SC-740 CHAMBER
SC-740 END CAP
SC-740 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY
RECOMMENDS FLEXSTORM PURE
INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ADS STORM INFILTRATION NOTES
1.THE ADS STORM INFILTRATION SYSTEM SHOWN IS SIZED USING
ADS STORM TECH SC-740 CHAMBER SYSTEM. THE CHAMBER AREAS
ARE SET FOR DESIGN FOR EACH AREA; HOWEVER THE LENGTHS AND
WIDTHS MAY VARY TO MEET SEPARATION FROM OTHER UTILITIES
OR CONSTRUCTION OBSTACLES.
2.CONTRACTOR TO SUPPLY AND SUBMIT FINAL ADS STORM
TECH DRAWINGS AND SPECIFICATIONS (OR EQUAL SYSTEM) TO
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
3. CONTRACTOR TO INSTALL THE ADS STORM TECH SC-740 SYSTEM
(OR EQUAL) WITH NYLOPLAST INLET AND OUTLET (OR PRECAST
CONCRETE) PER MANUFACTURERS DRAWINGS AND SPECIFICATIONS.
NOT TO SCALE
STORM TECH SC-740 ADS CHANBER SYSTEM6
16
D-
3
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21
0
2
5
16
4
1
0
8/
1
0
/
2
3
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
"
N89° 38' 09"E 756.42'
EO EO EO EO EO EO EO EO EO EO EO EO EO EO
EO EO EO EO EO EO EO EO EO EO EO EO EO EO
41'-2"
60'
N89° 38' 09"E 756.42'
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
17
+
0
0
1
4
5
100' ROW LINE
15' P.U.E.LOT LINE
25
'
75
'
100' ROW LINE
16+12.44
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
16+00
1
4
5
5
3
100' ROW LINE
LOT LINE
5
5
12
'
13
'
13
'
12
'
12
'
13
'
13
'
12
'
RETAIN AND PROTECT
EXISTING POLE
EXISTING TRAFFIC
SIGNAL BOX TO BE
RE-LOCATED
180'
GAP TAPER
105'
DECELERATION LANE
RIGHT TURN MUST TURN
RIGHT (R3-7) SIGN
165'
STORAGE LENGTH AND DECELERATION LENGTH
180'
GAP TAPER
2
1
6
EO EO EO EO EO EO EO EO EO EO EO EO EO EO
EO EO EO EO EO EO EO EO EO EO EO EO EO EO
EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO
EO
EO596.07'
8'
'
W
1
4 5
5
3
100' ROW LINE
15' P.U.E.
LOT LINE
100' ROW LINE
5
5
1+00
2+00 3+00 4+00 5+00 6+00 7+00
1
1
2 13
'
12
'
13
'
12
'
270'
SHIFTING TAPER
RIGHT TURN MUST TURN
RIGHT (R3-7) SIGN
165'
STORAGE LENGTH AND DECELERATION LENGTH180'
GAP LENGTH
5
1
1
6
NO
PARKING
13'
TRAFFIC LANE
(NO CURB SIDE PARKING)
12'
TRAFFIC LANE
(NO CURB SIDE PARKING)
12'
TRAFFIC LANE
100'
6'
SHOULDER
12"
TYP.
VARIES
UTILITY OR LANDSCAPING
5'
SIDEWALK
34'
(VARIES DUE TO COURSE OF ROAD)24.5'
4" ASPHALT PLANTMIX PAVEMENT
6" - 3/4" AGGREGATE BASE
20" GRANULAR BORROW
GEOTEXTILE FABRIC BELLOW AND UP SIDES
4"
T
Y
P
2% SLOPE 2% SLOPE 2% SLOPESEAL COAT
13'
LEFT TURN LANE
15'
EASEMENT
THE TYPICAL FOR THE WESTBOUND (NORTH SIDE OF
HIGHWAY 33) TRAFFIC LANE IS 12' UNTIL FUTURE
DEVELOPMENT TO THE NORTH OCCURS. THIS WILL BE THE
RESPONSIBLITY OF THE PROPERTY OWNER TO THE NORTH.
2.5'
TYP.
R/WR/W
℄
17
D-
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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.
7.DEVELOPER TO SAW CUT A MINIMUM OF 2' OF ASPHALT (STRAIGHT LINE) AND ADD
ADDITIONAL BASE AND PAVEMENT MEETING THE TYPICAL SECTION IN ACCORDANCE
WITH CURRENT ITD STANDARDS.
8.ALL CURB AND GUTTER SHALL MEET CURRENT ITD STANDARD DRAWINGS AND
SPECIFICATIONS. CURB AND GUTTER TO BE TYPE 1 IN ACCORDANCE WITH STANDARD
DRAWINGS 615-1.
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
MA
T
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SE
E
2
T
H
I
S
S
H
E
E
T
NOT TO SCALE
HWY 33 WEST OF HIDEOUT ROAD1
SECTION LINE
CENTER LINE
EXISTING EDGE OF
OIL/ PAVEMENT
EXISTING EDGE OF
OIL/ PAVEMENT
SECTION LINE
CENTER LINE
CENTER LINE
CENTER LINE
NOT TO SCALE
CITY OR REXBURG MINOR ARTERIAL STREET TYPICAL SECTION 53
HI
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T
HIGHWAY 33
HIGHWAY 33
12
T
H
W
E
S
T
S
T
R
E
E
T
MERGING TAPER ENDS AT THE EXISTING CENTERLINE
OF HIGHWAY 33
NEW TRAFFIC SIGNAL BOX
PROPOSED LOCATION
DEVELOPER/ CONTRACTOR TO ADD
ADDITIONAL BASE AND ASPHALT
MEETING THE TYPICAL SECTION IN
ACCORDANCE WITH ITD STANDARDS
4" DASHED WHITE LINE6
R25'
WEST PROPERTY LINE OF DEVELOPMENT
CONTRACTOR TO INSTALL 4" SOLID WHITE TAPER
PAVEMENTS MARKINGS FROM EXISTING EDGE OF
ASPHALT TO MEET CURB AND GUTTER
INSTALL 30" STOP SIGN (R1-1)
MEETING ITD STANDARDS
INSTALL STOP BAR
MEETING ITD STANDARDS