HomeMy WebLinkAboutRiverwalk Quadplex CIVIL Plans_REVISED 10.12.2022-Reviewed-Corrections-Required (1) (1)Author Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Riverwalk Apartments - 4 Plex - Bldg 1Address : 301 E 7th N - Units 1101, 1102, 1201, 1202Application Type : Document Filename : Riverwalk Quadplex CIVIL Plans_REVISED 10.12.2022.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Revisions Required
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
4 DRAINAGEPLAN Free Text Joel Gray : PW Open 4 Need stamped set of plans.Development Agreement must be signed.
# 22-00715New Multi-Family Residence
Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved.
Report Date: 10.19.2022
Approval of plans does not constitute approval of variance from code
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PURSUANT TO IDAHO CODE, TITLE 55 CHAPTER 15
A PORTION OF THE SW 1/4 SW 1/4 OF SECTION 17, T6N, R40E B.M.
CITY OF REXBURG, MADISON COUNTY, IDAHO
RIVERWALK APARTMENTS
CIVIL SITEWORK FOR:
1 G-
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APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
MADISON FIRE DEPARTMENT
APPROVED BY:
LUMEN
APPROVED BY:
INTERMOUNTAIN GAS
VICINITY MAP
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G IDUOYEROFEBLL
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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 BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND MISCELLANEOUS ELECTRICAL
FACILITIES.
3.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S MARKING AND STRENGTH
RATING REQUIREMENTS. CONDUIT DIAMETERS SHALL MEET ROCKY MOUNTAIN POWER'S DESIGN. ALL ELBOWS SWEEP RADII SHALL BE 36”, 48” OR 60”
DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN.
4.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER.
5.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY SPECIFICATIONS AND IN
ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOT TO EXCEED 60”) AND INCLUDE THE REQUIRED SAND
PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.
6.THE ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
7.THE CONTRACTOR 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 CARLIN FEISTHAMEL (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 List Table
SHEET #SHEET NAME SHEET TITLE
1 G-1 COVER
2 G-2 NOTES
3 C-1 SITE PLAN
4 C-2 DRAINAGE PLAN
5 PP-1 P&P-1
6 D-1 DETAIL
7 D-2 DETAIL
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
F
L
F
L
F
L
F
L
F
L
SS SS SS SS SS SS SS SS SS SS
16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W
8'
'
W
S
S
S
S
EO EO EO EO EO EO EO
EO EO EO EO EO EO EO EO
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
F
L
F
L
F
L
F
L
F
L
SS SS SS SS SS SS SS SS SS SS
16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W
8'
'
W
S
S
S
S
EO EO EO EO EO EO EO
EO EO EO EO EO EO EO EO
1
89149 SF
2.047 AC.
S0
0
°
2
8
'
2
6
"
E
2
0
9
.
7
3
'
S89°30'57"W 302.50'
N0
0
°
2
8
'
2
6
"
W
1
0
9
.
8
2
'
N89°59'51"E 120.98'
N0
0
°
0
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'
0
9
"
W
3
3
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.
9
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'
S0
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°
2
8
'
1
0
"
E
2
3
0
.
0
0
'
N89°31'34"E 15.00'
N89°31'34"E 163.81'
R/W R/W R/W R/W R/W R/W
(8''SS (8''SS (8''SS (8''SS (8''SS
8'
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8
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6''SS 6''SS 6''SS
2''WS 2''WS
4''FS 4''FS
6''SS 6''SS 6''SS
2''WS 2''WS
4''FS 4''FS
6''SS 6''SS 6''SS
2''WS 2''WS
4''FS 4''FS
2
'
'
W
S
2
'
'
W
S
2
'
'
F
S
2
'
'
F
S
2
'
'
F
S
6
'
'
S
S
6
'
'
S
S
2
'
'
W
S
2
'
'
W
S
2
'
'
F
S
2
'
'
F
S
2
'
'
F
S
6
'
'
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S
6
'
'
S
S
2
'
'
W
S
2
'
'
W
S
2
'
'
F
S
2
'
'
F
S
2
'
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F
S
6
'
'
S
S
6
'
'
S
S
2''F
S
2''F
S
2''F
S
2''F
S
6''S
S
6''S
S
6''S
S
2''W
S
2''W
S
2''W
S
8''SS)
8''W
BLDG 6
BLDG 7
BLDG 5
BLDG 1 BLDG 2 BLDG 3 BLDG 4
FG: 4873.40
FG: 4873.06
FG: 4872.70
FG: 4873.00 FG: 4873.00 FG: 4873.00 FG: 4873.00
2.2%
2.0%
2.3%
0.
7
%
0.
4
%
0.
3
%
0.
5
%
1.
0
%
1.
1
%
2.6%
2.7%
2.
0
%
0.3%0.3%
3.
0
%
3.
3
%
1.8%
0.
6
%
2.1%
TBC: 4873.96
TBC: 4873.00
TBC: 4873.10
TBC: 4873.40
TW: 4872.56
TW: 4872.53
TW: 4873.06
TW: 4872.65
TW: 4872.15
TW: 4872.62
TW: 4872.12
TBC: 4872.40
TBC: 4872.00
TBC/HP: 4872.00TBC/PT: 4871.98
TBC: 4871.20
TBC: 4872.18
TBC/PT: 4872.14
TBC/PT: 4872.31
TBC: 4872.81
TBC: 4872.81
TBC/PC: 4872.51
TBC/HP: 4872.70
TBC/PT: 4872.61
TBC: 4871.50
TBC/PC: 4871.00
TBC/PT: 4870.85
TBC/LP: 4870.50
TBC/HP: 4871.00
TBC: 4871.00
TBC: 4871.37
TBC: 4870.88
TBC: 4871.71
TBC/HP: 4871.85
TBC: 4872.15
TBC: 4872.25
TBC: 4873.86
TBC/PT: 4872.00
TW: 4873.00
TW: 4873.20
TW: 4873.20 TW: 4873.32
TW: 4873.32
TW: 4872.98
TW: 4872.98
TW: 4872.36
TW: 4872.36
TW: 4872.62
TW: 4872.62TW: 4872.50
TW: 4872.50
TW: 4872.93TW: 4872.93
E 7TH N
1
1
8
1
8
7
2
3
4
1
2
1
1
6
8
7
1
88
8
6
7
1
1
2
9
99
2
2
GB GB GB
GB GB GB GB GB
2
TBC/LP: 4870.70
8 PLEX
4 PLEX
8 PLEX
8 PLEX
4 PLEX 4 PLEX 4 PLEX
10
10
TRASH ENCLOSURE (SEE NOTE 5)
8 PLEX
4 PLEX
3 C-
1
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22
1
1
9
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 = 2338.82 SF.
5.TRASH ENCLOSURE SHALL MEET CITY OF REXBURG STANDARD DRAWING 12 (DOUBLE
TRASH ENCLOSURE), WILL NOT REQUIRE DOORS.
BM #1 SECTION CORNER
SOUTHWEST CORNER SEC 17 -BRASS CAP
N= 792431.280
E= 758697.974
BM #2 SECTION CORNER
SOUTH 1/4 CORNER SEC 17 -BRASS CAP
N= 792453.297
E= 761360.181
PURSUANT TO COORDINATE SYSTEM WHICH COINCIDES WITH IDAHO-E-ZONE STATE PLANE
NAVD-88 CENTRAL MERIDIAN
PROJECT BENCHMARK BM#
W E
S
N
030'30'15'
SCALE: 1" = 30'
BM #1
INSTALL STOP SIGN
9'
20'
27.04'
150.5'
9'20
'
25
'
53
.
2
6
'
6'
6'
6'
10
'
10
'
20
'
50
'
9.75'
6'
28'
11.28'
SET BACK LINE
·CURRENT ZONING OF THE PROPERTY IS COMMUNITY BUSINESS CENTER (CBC)
AND WILL BE RE-ZONED TO MEDIUM DENSITY RESIDENTIAL 1 (MDR 1)
·THIS PROJECT IS UNDER ONE (1) OWNERSHIP
·FRONT SETBACK: 10' MINIMUM
·PROPOSED USE: 4 PLEX'S, AND 8 PLEX'S
·LOT AREA: 2.047 ACRES
·GREEN SPACE PROVIDED: 23,581.32 SF (0.25%)
·IMPERVIOUS AREA: 29,272.74 SF
·PARKING STALLS REQUIRED: 80 STALLS
·PARKING STALLS PROPOSED: 80 STALLS
·HANDICAP PARKING STALLS PROPOSED: 4 STALLS
·BUILDING HEIGHT: 25'-4"
·BUILDING AREA: 1,873.2 SF (4 PLEX), BUILDING AREA: 5032.00 SF (8 PLEX)
·PARKING LOT BUFFERING FROM RESIDENTIAL PROPERTIES SHALL MEET
SCREENING AND FENCING REQUIREMENTS OF THE CITY OF REXBURG
DEVELOPMENT CODE: SUPPLEMENTARY REGULATIONS SECTION 4.7. THIS
SHALL REQUIRE THE PLANTING OF DECIDUOUS TREES WITH A 2” CALIPER
EVERY 30 FEET AND 5-5 GALLON SHRUBS PLANTED BETWEEN TREES WHERE
THE PARKING LOT IS ADJACENT TO RESIDENTIAL PROPERTIES. A 6' VINYL OR
MASONRY FENCE MAY BE SUBSTITUTED FOR THE LANDSCAPE BUFFER.
SITE PLAN NOTES:
PROPERTY LINE
CONSTRUCTION ITEMS
6
PAVING AND DRAINAGE CONSTRUCTION NOTES
1
2
3
5
4
7 INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 ON SHEET (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON SHEET
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON SHEET
CATCH BASIN PER DETAIL 4 ON SHEET (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON SHEET
SEWER MANHOLE SEE STANDARD MANHOLE DETAIL SHEET COVER
MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
6" SANITARY SEWER SERVICE SEE DETAIL SHEET (TYP)
SEWER CONSTRUCTION NOTES
1
2
4" FIRE SERVICE LINE SEE DETAIL SHEET6
WATER MAIN VALVE MEETING PIPE SIZE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x6"REDUCER, SEE DETAIL SHEET
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET
WATER CONSTRUCTION NOTES
1
2
3
4
5
7
8
2" WATER SERVICE LINE SEE DETAIL SHEET
9 45° BEND WITH THRUST BLOCK, SEE DETAIL SHEET
90° BEND WITH THRUST BLOCK, SEE DETAIL SHEET
4 PLEX, BUILDINGS 1-4 8 PLEX, BUILDINGS 5-7
68'
74
'
47.16'
50
.
9
5
'
8 INSTALL CURB CUT WITH 4'X6' RIP RAP AT BOTTOM, SEE DETAIL SHEET
9 INSTALL TRENCH DRAIN IN SIDEWALK, SEE DETAIL SHEET
10 INSTALL THICKENED EDGE SIDEWALK, SEE DETAIL SHEET
10 8"X 6" TEE WITH THRUST BLOCK
SNOW STORAGE
1173.45 SQ.FT.
SNOW STORAGE
1029.72 SQ.FT.
SNOW STORAGE
3,025.63 SQ.FT.
10.0 ft
OHPOHPOHPOHPOHPOHPOHPO
H
P
O
H
P
O
H
P
OHP OHP
F
L
F
L
F
L
F
L
F
L
SSSSSSSSSSSSSSSSSSSS16''W16''W16''W16''W16''W16''W16''W16''W
1
6
'
'
W
1
6
'
'
W
1
6
'
'
W
1
6
'
'
W
8''W
S
S
S
S
EOEOEOEOEOEOEOEOEOEOEOEOEOEOEOOHPOHPOHPOHPOHPOHPOHPO
H
P
O
H
P
O
H
P
OHP OHP
F
L
F
L
F
L
F
L
F
L
SSSSSSSSSSSSSSSSSSSS16''W16''W16''W16''W16''W16''W16''W16''W
1
6
'
'
W
1
6
'
'
W
1
6
'
'
W
1
6
'
'
W
8''W
S
S
S
S
EOEOEOEOEOEOEOEOEOEOEOEOEOEOEO 189149 SF2.047 AC.R/WR/WR/WR/WR/WR/W (8''SS(8''SS(8''SS(8''SS(8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)6''SS6''SS6''SS 2''WS2''WS 4''FS4''FS 6''SS6''SS6''SS 2''WS2''WS 4''FS4''FS 6''SS6''SS6''SS 2''WS2''WS 4''FS4''FS 2''WS2''WS 2''FS2''FS2''FS 6''SS6''SS 2''WS2''WS 2''FS2''FS2''FS 6''SS6''SS 2''WS2''WS 2''FS2''FS2''FS 6''SS6''SS
2''F
S
2''F
S
2''F
S
2''
F
S
6''S
S
6''S
S
6''S
S
2''
W
S
2''
W
S
2''
W
S
8''SS)8''W BLDG 6BLDG 7 BLDG 5 BLDG 1BLDG 2BLDG 3
B
L
D
G
4
TBC: 4873.96 TBC: 4873.00 TBC: 4873.10TBC: 4873.40 TW: 4872.56 TW: 4872.53TW: 4873.06 TW: 4872.65 TW: 4872.15 TW: 4872.62TW: 4872.12 TBC: 4872.40TBC: 4872.00 TBC: 4872.00TBC: 4871.98TBC:
4
8
7
1
.
2
0
T
B
C
:
4
8
7
2
.
0
0
T
B
C
:
4
8
7
2
.
1
4
TBC: 4
8
7
2
.
3
1
TBC: 4
8
7
2
.
8
1
TBC: 4872.81TBC: 4872.51 TBC: 4872.70 TBC: 4872.61 TBC: 4871.50TBC: 4871.00TBC: 4870.85TBC: 4870.50TBC/HP: 4871.00TBC: 4871.00TBC: 4871.37 TBC: 4870.88TBC: 4871.71TBC: 4871.85 TBC: 4872.15TBC: 4872.25TBC: 4873.86 TBC: 4872.00TW: 4873.00TW: 4873.20 TW: 4873.20TW: 4873.32 TW: 4873.32 TW: 4872.98 TW: 4872.98TW: 4872.36 TW: 4872.36 TW: 4872.62TW: 4872.62TW: 4872.50TW: 4872.50 T
W
:
4
8
7
2
.
9
3
TW: 4872.93E 7TH N TBC/LP: 4870.70 GBGBGBGBGBGBGBGBSTORM DRAINAREA 122,721.51 SQFTSTORM DRAINAREA 235,970.22 SQFT
8
88DIRECT ROO
F
D
R
A
I
N
A
G
E
T
O
D
R
A
I
N
A
G
E
S
W
A
L
E
S
(SEE NOTES
I
N
S
T
O
R
M
T
A
B
L
E
S
)
DIRECT RO
O
F
D
R
A
I
N
A
G
E
T
O
D
R
A
I
N
A
G
E
S
W
A
L
E
S
(SEE NOTE
S
I
N
S
T
O
R
M
T
A
B
L
E
S
)
STORM DRAINAREA 35,302.36 SQFTSTORM DRAINAREA 45,282.97 SQFT
S
T
O
R
M
P
O
N
D
1
STORMPOND 2STORM POND 3STORM POND 4 4872.04871.54871.0
4
8
7
2
4
8
6
9
.
5
4
8
7
0
.
5
4
8
7
1
.
5
4870.54869.54868.5 4869.0 487048724872.04871.5
4
C-2
DRAINAGE PLAN AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not becopied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BRON LEATHAM
RIVERWALK APARTMENTS TERRY HANSEN
M. PATZER
KURT J. ROLAND
22119
W
E
S
N
0
3
0
'
3
0
'
1
5
'
S
C
A
L
E
:
1
"
=
3
0
'
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
9+80 10+00 11+00 12+00
8" N INV IN=4862.00
8" E INV OUT=4861.90
SSMH-2
STA=10+17.76, 31.63' L
RIM=4873.40
8" W INV IN=4861.67
8" S INV OUT=4861.57
SSMH-1
STA=10+74.87, 32.10' L
RIM=4873.40
57-LF OF 8" PVC @ 0.40%
EXISTING 16" WATERLINEEXISTING 16" WATERLINE
56-LF OF 8" WATERLINE
EXISTING GROUND
8"X 8" 90° EL
W/ THRUST BLOCK
8"X 8" 90° EL
W/ THRUST BLOCK
ST
A
=
1
0
+
4
8
.
6
4
EL
=
4
8
7
5
.
3
3
8-IN GATE VALVE
6'
M
I
N
BU
R
Y
OHP OHP OHP OHP OHP
OH
P
SS SS SS SS SS SS
16''W 16''W 16''W 16''W 16''W
8'
'
W
S
S
S
S
EO EO EO EO
EO EO EO EO EO
OHP OHP OHP OHP OHP
OH
P
SS SS SS SS SS SS
16''W 16''W 16''W 16''W 16''W
8'
'
W
S
S
S
S
EO EO EO EO
EO EO EO EO EON89°31'34"E 163.81'
R/W R/W R/W R/W
8'
'
W
8
'
'
S
S
)
8''SS)
8''W
1 FG: 4873.40
1 1 SSMH-1SSMH-2
8
1
8
7
2
3
4873
487
2
4873
4873
F
L
EO EO
EO EO
F
L
EO EO
EO EO
R/W
4860
4862
4864
4866
4868
4870
4872
4874
4860
4862
4864
4866
4868
4870
4872
4874
9+80 10+00 11+00 12+00 13+00 14+00 14+50
4864
4866
4868
4870
4872
4874
4864
4866
4868
4870
4872
4874
8" W INV IN=4861.67
8" S INV OUT=4861.57
SSMH-1
STA=10+44.66, 51.68' R
RIM=4873.40
8" N INV IN=4862.00
8" E INV OUT=4861.90
SSMH-2
STA=10+44.64, 5.43' L
RIM=4873.40
8" E INV IN=4863.34
8" S INV OUT=4863.24
SSMH-3
STA=13+53.96, 5.50' L
RIM=4870.70
8" N INV IN=4861.48
18" E&W INV=4860.66
(CORE 8" INV IN)
EX-SSMH-1
STA=10+23.25, 52.29' R
RIM=4873.10
21-LF OF 8" PVC @ 0.40%
EXISTING GROUND
PROPOSED CENTERLINE GRADES
EXISTING CENTERLINE GRADES
PROPOSED CENTERLINE GRADES
3-LF OF 8" WATERLINE
8"X 8" 90° EL
W/ THRUST BLOCK
8"X 8" 90° EL
W/ THRUST BLOCK
2.37%
-3.76
%
5.20%-4.24
%
-0.47%
-0.44%-0.44%-0.46%-1.47%1.44%
ST
A
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3
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5
ST
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3
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9
8
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8
7
4
.
0
0
ST
A
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5
8
.
7
8
EL
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7
5
.
3
3
2.37%-3.76
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4
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-0.04%
-0.04%
ST
A
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1
0
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7
3
.
9
5
EL
=
4
8
7
2
.
2
0
-0.44%-0.44%-0.46%-0.47%1.44%-1.47%
37-LF OF 8" WATERLINE
ST
A
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2
7
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7
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8
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6
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2
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7
3
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2
7
.
7
1
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=
4
8
7
2
.
7
6
ST
A
=
1
0
+
1
2
.
7
8
EL
=
4
8
7
3
.
3
2
6'
M
I
N
BU
R
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247-LF OF 8" WATERLINE
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FG: 4873.00FG: 4873.00
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3
4872
4873
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2
3
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SSMH-4
9
9
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4864
4866
4868
4870
4872
4864
4866
4868
4870
4872
4860
4862
4864
4866
4868
4870
4872
4874
4860
4862
4864
4866
4868
4870
4872
4874
9+80 10+00 11+00 12+00 12+25
EXISTING CENTERLINE GRADES
PROPOSED
CENTERLINE
GRADES
EXISTING CENTERLINE GRADES
PROPOSED CENTERLINE GRADES
7-LF OF 6" WATERLINE
6-IN GATE VALVE
STA=12+02.34, 5.50' R
8" E INV IN=4863.34
8" S INV OUT=4863.24
SSMH-3
STA=10+08.46, 5.50' L
RIM=4870.70
8" W OUT=4864.11
SSMH-4
STA=12+02.59, 5.50' L
RIM=4871.50
-0.25%
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194-LF OF 8" PVC @ 0.40%
170-LF OF 8" WATERLINE
8-IN GATE VALVE
STA=10+27.37, 5.50' R
6'
M
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BU
R
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8"X 8" 90° EL
W/ THRUST BLOCK 8"X 6" REDUCER
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ALIGNMENT A
CONNECT TO EXISTING STUB OUT
ALIGNMENT C
48.01'
W
E
S
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040'40'20'
SCALE: 1" = 40'
ALIGNMENT B
W E
S
N
040'40'20'
SCALE: 1" = 40'
6 4" FIRE SERVICE LINE6
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 COVER
MUST SAY "CITY OF REXBURG AND CONFINED SPACE ENTRY"
4" SANITARY SEWER SERVICE SEE DETAIL SHEET (TYP)WATER MAIN VALVE PER LATEST REVISION OF ISPWC.
RED FIRE HYDRANT, SEE DETAIL SHEET (TYP)
1" WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL
DRAWINGS SD-401 (TYP)
8"x6"REDUCER, SEE DETAIL SHEET
8"x8" TEE WITH THRUST BLOCK, SEE DETAIL SHEET
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
2" WATER SERVICE LINE SEE DETAIL SHEET
9 45° BEND WITH THRUST BLOCK, SEE DETAIL SHEET
7 INSTALL STOP SIGNS/STREET NAME SIGNS PER MUTCD (TYP)
ASPHALT PAVING (TYP) PER DETAIL 1 (TYP)
18" LIP UP CURB PER LIP UP CURB & GUTTER ON DETAIL SHEET
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS SEE
STANDARD MANHOLE DETAIL SHEET (TYP)
18" LIP DOWN CURB PER LIP DOWN CURB & GUTTER ON DETAIL SHEET
CATCH BASIN PER DETAIL 4 ON DETAIL SHEET (TYP)
STANDARD 6" CURB PER 6" CURB & GUTTER ON DETAIL SHEET
90° BEND WITH THRUST BLOCK, SEE DETAIL SHEET8INSTALL CURB CUT WITH 4'X6' RIP RAP AT BOTTOM, SEE DETAIL SHEET
9 INSTALL TRENCH DRAIN IN SIDEWALK, SEE DETAIL SHEET
10 INSTALL THICKENED EDGE SIDEWALK , SEE DETAIL SHEET 10 8"X 6" TEE WITH THRUST BLOCK
ALIGNMENT A
ALIGNMENT C
AL
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A
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:
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AP
P
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DE
S
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1 2 3 4 5 6
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ID
A
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(
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)
5
4
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-
2
6
6
5
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X
B
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(
2
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3
5
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2
6
6
5
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BR
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22
1
1
9
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
.
NOT TO SCALE
6" SANITARY SEWER SERVICE LINES DETAIL5
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
NOT TO SCALE
TYPICAL MISC TRENCH DETAIL3
90°90°
90°90°
NOT TO SCALE
PIPE BEDDING DETAILS4 NOT TO SCALE
FIRE HYDRANT DETAIL7
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 JOINTFLANGED 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
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 DETAILS (THRUST BLOCK IN ACCORDANCE WITH ISPWC SD-403)6
6 D-
1
DE
T
A
I
L
MATCH EXISTING ASPHALT THICKNESS (UP TO 4" WITH 2.5" MIN)
5
3
4
2
14
12
10
9
8
7
6
1
3'
-
0
"
VA
R
I
E
S
P
E
R
TR
E
N
C
H
D
E
P
T
H
VA
R
I
E
S
P
E
R
PI
P
E
S
I
Z
E
5'
-
0
"
M
A
X
.
.
W
I
T
H
O
U
T
S
H
O
R
I
N
G
1 12" (MIN) OR LOCAL CUT BACK REQUIREMENTS TYPICAL BOTH SIDES.
2 SURFACE REPAIR WITH (1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM.)
3 EXISTING SURFACE.
4 EXISTING BASE.
5 TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING.
6 TRENCH BACKFILL PER SECTION-306.
7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A..
8 PIPE BEDDING TYPE III
9 FOUNDATION STABILIZATION MAY VERY PER SOIL TYPE AND STABILITY (PER SECTION-304).
10 UNDISTURBED SOIL (TYP).
11 SURFACE REPAIR AS SHOWN.
12 LOWER COMPACTION ZONE.
13 UPPER COMPACTION ZONE.
14 FLOW-ABLE FILL UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
12" MIN
EACH SIDE
6" MIN
LEGEND
A TRENCH EXCAVATION PER SECTION-301.
B BACKFILL AND COMPACTION CLASS A-1.
NOTES
FINISHED EDGES ARE TO BE
SAW CUT AND PRIMED JUST
PRIOR TO ASPHALT PLACEMENT
FINISH GRADE4" OF 3/4" CRUSHED
36" FLOW-ABLE FILL
SCALE: NTS
TYPICAL SEWER TRENCH DETAIL (CITY OF REXBURG STANDARD DRAWING PAGE 8)2
1 WATER MAIN PER SECTION 401.
2 SADDLE WITH CC THREAD AND STAINLESS STEEL STRAP.
3 2" RESILIENT SEAT GATE VALVE WITH 2" SQUARE NUT AND VALVE BOX
OR APPROVED ALTERNATE MEANS OF SHUT OFF.
4 METER.
5 METER TO MAIN No. 12 BLUE COPPER FINDER WIRE MIN. METER TO
BUILDING No. 12 BLUE COPPER FINDER WIRE MIN. SEE SD-514 FOR
SPLICING.
6 SERVICE LINE: POLYETHYLENE PIPE WITH PACK JOIN BRASS FITTINGS
AND STAINLESS STEEL INSERTS.
7 CURB STOP.
8 2" X 35" O.D. CONCRETE GRADE RING (UNDER YOKE).
9 METER SETTER W/ THE FOLLOWING FACTORY ASSEMBLED ITEMS,
A. ANGLE BALL VALVE WITH PADLOCK WING.
B. GALVANIZED RISERS.
C. BALL VALVE.
D. Y-STRAINER W/ NIPPLE & BALL VALVE FOR BLOW OFF.
E. ANGLE VALVE.
10 FREE DRAINING GRANULAR MATERIAL.
11 CONCRETE BLOCKS (CMU TYP.).
12 48" DIA CONCRETE BARREL.
13 CONCRETE CONE SECTION.
14 STANDARD 24" DIA. MANHOLE RING & "WATER" COVER.
LEGEND
WATER SERVICE CONNECTION DETAIL
TAP CONNECTION
5
10
11
9
12
6
3
2
1
TILE
YOKE
13
14
9E
12
"
-
1
8
"
49A
NO. 12 COPPER
FINDER WIRE
A ALL PRODUCTS AS NOTED OR APPROVED SUBSTITUTION.
B THE DIAMETER OF EACH APPURTENANCE SHOWN HEREON IS THE SAME AS THE METER SIZE.
C NO BY-PASS ALLOWED ON METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION
SYSTEM.
D SD-402 WATER SERVICE CONNECTION ALLOWED IF TWO OR MORE YOKES ARE USED FOR THE
SAME SERVICE.
E NO GALVANIZED PIPE OR YELLOW BRASS FITTINGS UNLESS OTHERWISE NOTED.
F NO TAPS WITHIN ONE FOOT OF THE PIPE ENDS.
G GALVANIZED STAND PIPE 12 INCHES WRAPPED WITH DUCT TAPE OR APPROVED EQUAL.
NOTES:
8
9D
9B
6"MI
N
9C7
6
TO
WATER
MAIN
TO
BUILDING
NOT TO SCALE
WATER SERVICE CONNECTION (1.5IN - 2IN, CITY OF REXBURG STANDARD DRAWING 16) 8
SHE
L
F
SHE
L
F
SH
E
L
F
45°'
A
F
L
O
W
24" DIA.
12"
4" (MIN.)21
"
(
M
A
X
.
)
36
"
(
M
A
X
.
)
24
"
(
M
A
X
.
)
12
"48"
16
"
(
M
A
X
.
)
D<24"
9"
(
M
I
N
.
)
4"
T
Y
P
E
1
BE
D
D
I
N
G
6" (MIN.)
PLAN
SECTION A-A
4 FT. OR GREATER DEPTH,
PIPE DIA. < 24"
1 CONCRETE COLLAR IN PAVED STREET SECTONS PER SD-508.
2 GRADE RINGS GROUTED WATERTIGHT IN PLACE, NOT TO EXCEED
21" FROM FINISHED SURFACE TO TOP OF CONE.
3 PRECAST MONOLITHIC ECCENTRIC CONE SECTION. (REBAR NOT
SHOWN).
4 RAMNEK OR APPROVED GASKETS ALL JOINTS.
5 PROPERLY ALIGN ALL INTERIOR JOINTS.
6 PRECAST CONCRETE MANHOLE-BARREL SECTION (REBAR NOT
SHOWN).
7 PRECAST GASKETED HUB RING OR RUBBER GASKETED
COLLAR-FLEXIBLE AND WATER TIGHT.
8 REPLACEMENT SURFACING TO MATCH FLUSH WITH EXISTING
SURFACING (AC SHOWN).
9 FRAME TO BE GROUTED TO GRADE RINGS.
10 FRAME AND COVER PER SD-507.
11 MANHOLE STEPS.
12 CAST IN PLACE MANHOLE BASE. SEE SD-501A FOR PREFABRICATED
BASE.
LEGEND:
A.OPTIONAL PREFABRICATED MANHOLE BASE WITH APPROVED PIPE
CONNECTIONS MAY BE USED WITH ENGINEER'S APPROVAL. SEE
SD-501A.
B.PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE,
ROTATED 45 DEGREES.
C.FOR DIAMETER, D. GREATER THEN 24", SEE SD-502 OR SD-503.
D.MANHOLE FRAME AND COVER:
A. REFER TO DRAWING NO. SD-507.
B. FRAME AND COVER SHALL BE FLUSH WITH SLOPE OF
PAVEMENT.
E.WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET
COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE
AND/OR MANHOLE CHANNEL, IN ORDER TO INSURE A
WATERTIGHT SEAL.
F.EITHER BASE ON SD-501 OR SD-501A MAY BE USED WITH ANY
MANHOLE DESIGN.
G.PROVIDE MANHOLE CONCRETE REINFORCING TO ACCOMMODATE
TRAFFIC LOADINGS.
NOTES:
7
7
7
11
8910
1
2
4
3
5
6
7
12
11
6
SHELF SLOPE 1"
PER FOOT
1 SD-501 STANDARD MANHOLE TYPE A
SCALE: NTS
AG
L
E
R
O
C
K
N
G
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N
E
E
R
I
N
G
SU
R
V
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D
B
Y
:
DR
A
W
N
B
Y
:
PR
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J
E
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T
N
O
.
AP
P
R
O
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D
B
Y
:
DE
S
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P
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DA
T
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V
I
S
I
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N
S
1 2 3 4 5 6
AT
T
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i
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N
O
.
SH
E
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T
N
A
M
E
CI
V
I
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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
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R
:
BR
O
N
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E
A
T
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A
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N
D
22
1
1
9
6"
1'
6"
AGGREGATE BASE
1'-0"
1'-6"
6"
4"6"
12 LIP DOWN CURB
SCALE: NTS
6"
1'
6"
AGGREGATE BASE
1'-0"
1'-6"
6"
4"
6"
11 LIP UP CURB
SCALE: NTS
PERVIOUS AREA - WIDTH PER PLANS
BASIN BOTTOM COMPLETELY LEVEL
8"
-
1
2
"
12
"
ARMORED SLOPE OR WALL WHERE
APPLICABLE, TYP.
TOP OF BERM
TURF/SOD
TOPSOIL MIX:
·SANDY LOAM
·1"/HOUR MINIMUM
INFILTRATION RATE
·LESS THAN 5% CLAY/SILT
CONTENT
·UNCOMPACTED
FREE DRAINING ROCK (SEE
NOTES IN STORM TABLE)
NOTES:
1.COMPACTION OF THE SWALE BASIN SHALL BE
AVOIDED. IN THE EVENT OF COMPACTION BY
HEAVY EQUIPMENT, THE SWALE BASIN SHALL BE
TILLED TO ALLOW INFILTRATION.
2.TOP OF BERM TO BE LEVEL TO PREVENT
STORMWATER RUNOFF FROM LEAVING THE
BASIN.
14 SWALE BASIN
SCALE: NTS
CURB
FLOW
GUTTER
NOTE:
1.THE CONCRETE APRON IS TO REMAIN FREE OF ALL OBSTRUCTIONS, INCLUDING
GRASS AND OTHER VEGETATION, THAT MAY BE PLACED IN CONJUNCTION WITH
THE LANDSCAPING OF THE SWALE.
SECTION 'A-A'
SECTION 'B-B'PLAN VIEW
SLOPE TO MATCH FINISH
GRADES
4" DEEP - AGGREGATE BASE AS
SPECIFIC
#4 REBAR
FL
O
W
CURB
CURB AND GUTTER AS
DETAILED
6" CONCRETE DRAIN
PAD
#4 REBAR @ 12" O.C.
4" DEEP - AGGREGATED BASE AS
SPECIFIED
12"24"12"
12" O.C.
1-
1
/
2
"
12"24"12"
4'
6"
M
I
N
.
4"
4'
1-
1
/
2
"
FINISH
GRADEAA
B
FLOW
FL
O
W
ASPHALT PAVING
COMPACTED SUBGRADE
B
15 CURB CUT/DRAINAGE OUTLET & SPILLWAY
Scale: NTS
7 D-
2
DE
T
A
I
L
2" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
9" OF GRANULAR BORROW/PITRUN
3" OF 3/4" GRAVEL ROADBASE
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 SECTION9
NOT TO SCALE
THICKENED EDGE SIDEWALK10
12
11
76
9
3
2
1
11
810
7
5
TO
WATER
MAIN
TO
BUILDING
WATER SERVICE CONNECTION DETAIL
NTS
A ALL PRODUCTS AS NOTED OR APPROVED
SUBSTITUTION.
B THE DIAMETER OF EACH
APPURTENANCE SHOWN HEREON IS THE
SAME AS THE METER SIZE.
C NO BY-PASS ALLOWED ON METER
SETTERS FOR LANDSCAPE OR
PRESSURIZED IRRIGATION SYSTEM.
NOTES:1 FREE DRAINING GRANULAR MATERIAL.
2 CONCRETE BLOCKS (CMY TYP).
3 48" DIA CONCRETE BARREL.
4 METER.
5 METER TO MAIN No. 12 BLUE COPPER FINDER WIRE MIN. METER TO
BLDG No. 12 BLUE COPPER FINDER WIRE MIN. SEE SD-514 FOR SPLICING.
6 SERVICE LINE.
7 RESILIENT SEAT GATE VALVE WITH 2" SQUARE NUT.
8 2" X 35" O.D. CONCRETE GRADE RING (UNDER YOKE).
9 CONCRETE CONE SECTION.
10 STANDARD 24" DIA. MANHOLE RING & "WATER" COVER.
11 VALVE BOX.
12 "Y" STRAINER.
LEGEND:
6"MI
N
NOT TO SCALE
WATER SERVICE CONNECTION (3"-6 ")13