HomeMy WebLinkAboutINFRASTRUCTURE PLAN 10.25.22 - 22-00788 - Madison Station Apartments - Trejo St - Plat-Reviewed-Corrections-Required (7)Author 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 : Madison Station Apartments - Bldg 1
Address : 512 S Yellowstone Hwy
Application Type :
Document Filename : INFRASTRUCTURE PLAN 10.25.22 - 22-00788 - Madison Station Apartments - Trejo St - Plat.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 Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
4 OVERALL SITE
PLAN
Free Text Todd Smith : Broadband Open 4 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.
4 OVERALL SITE
PLAN
Callout Stan Crittenden : Fire Open 4 International Fire Code 503.1.1 access roads must extend to
within 150 ft. of all portions of the exterior walls of the first
story of the building.
4 OVERALL SITE
PLAN
Callout Stan Crittenden : Fire Open 4 IFC 2018 (D103.3 & Local code requires that the inside turning
radius of 30 ft. min. and outside turning radius of 45 ft. min.
While maintaining the 20 ft. min. width.
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
# 22-00795
New 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: 11.08.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Free Text Stan Crittenden : Fire Open 4 FDC
4 OVERALL SITE
PLAN
Callout Stan Crittenden : Fire Open 4 IFC 2018 (912) & Local code require that there be a hydrant
with-in 150 ft. of the Fire Department connection.
4 OVERALL SITE
PLAN
Free Text Kyle Baldwin : P&Z Open 4 Snow Storage locations and calculated areas must be shown
on Site Plan
4 OVERALL SITE
PLAN
Callout Kyle Baldwin : P&Z Open 4 This section of sidewalk must be 6' wide
4 OVERALL SITE
PLAN
Callout Joel Gray : PW Open 4 Show future road and water connections
4 OVERALL SITE
PLAN
Callout Joel Gray : PW Open 4 Easements required for sewer line
4 OVERALL SITE
PLAN
Callout Joel Gray : PW Open 4 Easements required for sewer line
4 OVERALL SITE
PLAN
Callout Joel Gray : PW Open 4 Break away bollards or swing gates must be installed.
4 OVERALL SITE
PLAN
Free Text Joel Gray : PW Open 4 Need calculations for fire flow requirements
4 OVERALL SITE
PLAN
Callout Joel Gray : PW Open 4 Last 2 dumpsters not servicable.
4 OVERALL SITE
PLAN
Callout Joel Gray : PW Open 4 Easement for pathway required.
4 OVERALL SITE
PLAN
Callout Joel Gray : PW Open 4 Commercial approach required.
14 DETAILS Callout Joel Gray : PW Open 14 Same as 2" meter detail
Report Date: 11.08.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 cover.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 03:59 PM
1
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AGLE ROCK
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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 be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
RYAN NELSON
MADISON STATION APARTMENTS A. SNARR
R. JORDAN
P. SNARR
22125PRELIM
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File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 notes.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 03:59 PM
2
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NOTES 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 be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
RYAN NELSON
MADISON STATION APARTMENTS A. SNARR
R. JORDAN
P. SNARR
22125PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
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1.ALL TRAFFIC SIGNING SHALL BE DESIGNED, CONSTRUCTED AND PLACED IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORMTRAFFIC 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 BEALLOWED.3.ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4” LEGEND. BOTH BACKGROUND AND LEGEND SHALL BE REFLECTIVESTANDARD COLORS WITH WHITE LEGEND AND GREEN BACKGROUND EXCEPT PRIVATE ROADS, WHICH WILL HAVE A BLUEBACKGROUND.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 BEUSED.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 AREOFFICIALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF REXBURG.SIGNING NOTES:GENERAL NOTES:
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1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURGSTANDARD 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 CONFLICTTHE 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. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHTINTERFERE WITH NORMAL OPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEAPPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TOBEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES ANDFOR 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 ADDITIONALMATERIAL 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, COMPACTIONAND DUST CONTROL MEASURES.8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTHWHILE 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 MINORDEMOLITION WORK PRIOR TO BIDDING.10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED ANDMAINTAINED BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTEDAND CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITYENGINEER. FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OF BUILDINGPERMITS, 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 FRONTAGESFOR POWER, PHONE, CABLE, GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERSAND PHONE BOXES WILL BE FIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEENCONSTRUCTED 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 CONSTRUCTIONSTAKING OF POWER SHALL BE CONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZEMEETING ROCKY MOUNTAIN POWER DESIGN PRIOR TO CONSTRUCTION.15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURALGAS 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 ANDSPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTALSEPARATION 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 SEWERMEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS ATAPPROXIMATELY 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 ALLEXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICESREQUIRED.8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATEOF IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR ANDMOUNTED 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 SHALLINCLUDE ALL APPURTENANCES (IF APPLICABLE).10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATERSERVICES.11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWASTANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING ANDDISINFECTION OF WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWASTANDARDS REQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.
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File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 demo plan.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:00 PM
3
C-1
EXISTING CONDITIONS & DEMOLITION 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 be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
RYAN NELSON
MADISON STATION APARTMENTS A. SNARR
R. JORDAN
P. SNARR
22125PRELIM
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NOT AP
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CONNECT NEW 8" SS LINE
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7
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ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.
SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG
STANDARDS. SEE DETAIL X ON SHEET D-X.
4" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF
FALLS WATER CO. STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE
DETAIL 5 ON SHEET D-1.
1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
PAVING AND DRAINAGE CONSTRUCTION ITEMS
SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG
STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
8
3
9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
8
8"x8" CROSS WITH THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
10
9
10
PLUG AND THRUST BLOCK. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X
FOR SYSTEM SPECIFICATIONS. SEE DETAIL 6 ON SHEET D-2.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS.
TYPICAL ON ALL APARTMENT BUILDINGS. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.3
4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER BOXES AS
PER FALLS WATER STANDARDS. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER METER BOXES
AS PER FALLS WATER STANDARDS. SEE PLAN & PROFILE SHEETS FOR LOCATIONS.
10' ASPHALT WALKING PATH
10' ASPHALT WALKING PATH
SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL
APPROACH PER CITY OF REXBURG STANDARDS
CONNECT NEW 8" SS LINE TO EXISTING SSMH
(SEE PP-1 FOR CONNECTION)
FOUND ALUMINUM CAP
EAST QUARTER CORNER
SECTION 25, TOWNSHIP 6 NORTH,
RANGE 39 EAST, BOISE MERIDIAN
CPF NO. 429712
FOUND ALUMINUM CAP
SOUTH QUARTER CORNER
SECTION 25, TOWNSHIP 6 NORTH,
RANGE 39 EAST, BOISE MERIDIAN
CPF NO. 408707
CITY UTILITY MAP SHOWS A SERVICE
STUBBED TO LOT. SERVICE SIZE IS NOT
KNOWN AT THE TIME OF THIS DESIGN.
TREJO
S
T
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E
T
CONNECT NEW 8" WATER MAIN TO
EXISTING WATER MAIN.
(SEE PP-1 FOR CONNECTION)
NOTES:
APARTMENT COUNT
1 BEDROOM UNITS: 24 UNITS PER BUILDING (240 TOTAL)
2 BEDROOM UNITS: 12 UNITS PER BUILDING (120 TOTAL)
BUILDING TOTALS: 36 UNITS PER BUILDING (360 TOTAL)
PROPOSED USE: RESIDENTIAL APARTMENTS
PROJECT AREA: 12.756 ACRES
ZONE: HDR1
PARKING STALLS REQUIRED: 600
PARKING STALLS PROVIDED: 605
HANDICAP PARKING STALLS: 16
COMPACT STALLS: 116 (25%)
LANDSCAPE AREA: 4.226 ACRES
ASPHALT AREA: 4.250 ACRES (ASPHALT WALKWAY: 0.220 ACRES)
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TBC: 58.60 TBC: 58.50TBC: 58.20File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 grading & storm plan.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:00 PM
W
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C-3
GRADING & STORM 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 be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
RYAN NELSON
MADISON STATION APARTMENTS A. SNARR
R. JORDAN
P. SNARR
22125PRELIM
I
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ADS SYSTEM 93'x16'(SEE TABLE 4)
File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 grading & storm plan.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:00 PM
6
C-4
STORM AREA TABLES 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 be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
RYAN NELSON
MADISON STATION APARTMENTS A. SNARR
R. JORDAN
P. SNARR
22125PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
Madison Station ApartmentsStorm Volume - Average Coefficient CalculationsTable 110/19/2022DescriptionAreaStormRunoffStorm(ft2)(in)Coefficient(ft3)Storm Area 1273,93411.022,828Storm Area 273,21411.06,101Storm Area 346,85411.03,905Storm Area 439,70111.03,308Storm Area 528,91111.02,409Storm Area 644,30611.03,692Madison Station ApartmentsStorage Volume - Storm Ponds & Infiltration System CalculationsADS Storm Tech System SC-740 Storm Areas #3 Thru #6Table 210/19/2022DescriptionReq'd StormVolume(ft³)Drainage BedLength(ft)StorageProvided(ft³)NotesStorm Area 122,828NA25,796Storm PondStorm Area 26,101NA6,449Storm PondStorm Area 33,905ADS4,109ADS InfiltrationStorm Area 43,308ADS3,517ADS InfiltrationStorm Area 52,409ADS2,610ADS InfiltrationStorm Area 63,692ADS3,824ADS InfiltrationNOTES:1. The storage provided are minimum system lengths to be installed and are calculated to contain storm water within the project site.
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TBC: 59.57
TBC: 59.52
TBC: 59.30
TBC: 60.20
TBC: 60.53
TBC: 61.20
TBC: 60.53
TBC: 60.20
TBC: 59.30
TBC: 59.68
TBC: 59.74
SSMH #1EX. SSMH #1
CURB CUT FOR
NEW ENTRY
1+500+00 1+00
1
2
3
2
4
2
1
7
4846
4848
4850
4852
4854
4856
4858
4860
4862
4864
4846
4848
4850
4852
4854
4856
4858
4860
4862
4864
0+00 1+00 1+50
73-LF OF 8
"
W
A
T
E
R
L
I
N
E
78-LF OF 8" PVC @ 0.40%
8" E INV IN=4851.65
8" N INV OUT=4851.55
SSMH #1
STA=1+10.92, 31.99' R
RIM=4859.00
8" S INV IN=4851.24
8" W INV OUT=4851.14
EX. SSMH #1
STA=0+32.53, 33.92' R
RIM=4858.72
EXISTING
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GRADE AT
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6
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1
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8
5
9
.
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3
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TBC @ CL
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EL=4861.15
5' MIN. BURY @ SS CROSSING W/ 2" THICK
INSULATION BLUE BOARD OVER WATER MAIN
(2' EACH SIDE OF PIPE OUTER WALLS) FULL
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6'
M
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N
.
B
U
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21-LF OF 8" WATERLINE
18
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M
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P
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8
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TBC: 59.14 TBC: 59.30
TBC: 58.74
TBC: 60.46
TBC: 60.20
TBC: 61.20
TBC: 60.20
TBC: 60.46
TBC/LP: 58.75
TBC: 59.07
TBC: 59.27
TBC: 59.68
TBC: 59.74
TBC: 59.52
TBC: 59.57
1
2
2
SSMH #2SSMH #1
3
51
4 77
2
1+50
0+00 1+00
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 1+50
8" E INV IN=4851.65
8" N INV OUT=4851.55
SSMH #1
STA=0+40.30, 0.00'
RIM=4859.00 8" SE INV IN=4852.17
8" W INV OUT=4852.07
SSMH #2
STA=1+44.46, 0.00'
RIM=4858.60
104-LF OF 8" PVC
@ 0.40%
63-LF OF 8"
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5-LF OF 8"
WATERLINE
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6'
M
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.
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5' MIN. BURY @ SS CROSSING W/ 2" THICK
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SSMH #2
SSMH #3
3
2
0+00 1+00 2+00
TBC/LP: 58.75
TBC: 59.15
TBC: 59.27
TBC: 60.46
TBC: 61.00
TBC: 59.15 TBC: 59.19
10
9
10
9
1
2
7
7
TBC: 60.20
TBC: 59.55
TBC: 59.85
TBC: 60.70
5
4
3
TBC: 61.75TBC: 61.75
TBC: 61.75
TBC: 61.75
TBC: 60.60
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 2+20
8" SE INV IN=4852.17
8" W INV OUT=4852.07
SSMH #2
STA=0+13.52, 5.50' L
RIM=4858.60
196-LF OF 8" PVC @ 0.40%
8" SW INV IN=4853.05
8" NW INV OUT=4852.95
SSMH #3
STA=2+09.26, 5.50' L
RIM=4859.40
N INV OUT=4855.15
CB #2
STA=0+17.35, 31.51' L
GRATE=4858.15
22-LF OF 12" PVC @ 0.22% TO POND
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179-LF OF 8" WATERLINE
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030'30'15'
SCALE: 1" = 30'
7
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AG
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0
W
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S
N
030'30'15'
SCALE: 1" = 30'
ALIGNMENT "G"
W
E
S
N
030'30'15'
SCALE: 1" = 30'
ALIGNMENT "E"
TR
E
J
O
S
T
.
2" FIRE SERVICE LINE
2" WATER SERVICE LINE
7
A B
C
D
F
H
I
J
K
E
G
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF
FALLS WATER CO. STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE
DETAIL 5 ON SHEET D-1.
1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
NOT USED
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1.3
NOT USED
NOT USED
NOT USED
4
5
6 11
4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
NOT USED
NOT USED
4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER
METER BOXES AS PER FALLS WATER STANDARDS.
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B
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00SSMH #5SSMH #4SSMH #3
SSMH #12
TBC: 60.60
TBC: 60.20
TBC: 59.85TBC: 59.55
TBC: 61.75
TBC: 61.75
TBC: 61.75TBC: 61.75
TBC/LP: 59.30 TBC: 60.00
TBC: 60.36 TBC: 60.36
TBC: 60.00 TBC/LP: 58.20 TBC: 59.80
TBC: 59.80
TBC: 61.20
TBC: 60.50
TBC: 60.00
TBC: 58.80
TBC: 59.50
TBC: 59.70
TBC: 60.00TBC: 60.00TBC: 60.00
TBC: 61.60TBC: 61.60
TBC: 61.60TBC: 61.00
WALK: 62.25
BLDG FF:
62.30
BLDG FF:
62.30
BLDG FF:
62.60
BLDG FF:
62.60 BLDG FF:
61.60
BLDG FF:
61.60
1
102
3
5 10 5
6 6
SDMH #3
CB #3
SDMH #4
SMDH #5
CB #4
CB #5
STRUCTURE - (88)
7 7
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4860
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4850
4852
4854
4856
4858
4860
4862
4864
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00
8" SW INV IN=4853.05
8" NW INV OUT=4852.95
SSMH #3
STA=0+09.62, 5.50' L
RIM=4859.40
220-LF OF 8" PVC @ 0.40%
8" NE INV OUT=4854.91
SSMH #5
STA=4+50.07, 5.50' L
RIM=4860.20
279-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
381-LF OF 8" WATERLINE
12" S INV IN=4855.68
24" NE INV OUT=4854.08
SDMH #3
STA=2+03.45, 24.27' L
RIM=4858.90
N INV OUT=4855.70
CB #3
STA=2+10.44, 31.51' L
GRATE=4858.70
10-LF OF 12" PVC @ 0.22%
5-LF OF 24" PVC @ 0.22%
5-LF OF 24" PVC @ 0.22%
10-LF OF 12" PVC @ 0.22%
12" S INV IN=4854.58
24" NE INV OUT=4852.98
SDMH #4
STA=5+89.46, 24.01' L
RIM=4857.70
N INV OUT=4854.60
CB #4
STA=5+96.45, 31.51' L
GRATE=4857.608" SW INV IN=4854.03
8" NE INV OUT=4853.93
SSMH #4
STA=2+29.85, 5.50' L
RIM=4859.20
220-LF OF 8" PVC @ 0.40%
EXISTING GROUND
GRADE AT
ALIGNMENT CL
INSTALL STORM INFILTRATION
SYSTEM 93'L x 16'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
ST
A
=
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3
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STA=6+00.24
EL=4858.77
STA=6+76.99
EL=4859.25
INSTALL STORM INFILTRATION
SYSTEM 86'L x 16'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
6"
M
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.
B
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SCALE: 1" = 30'
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16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF
FALLS WATER CO. STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE
DETAIL 5 ON SHEET D-1.
1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
NOT USED
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1.3
NOT USED
NOT USED
NOT USED
4
5
6 11
4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
NOT USED
NOT USED
4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER
METER BOXES AS PER FALLS WATER STANDARDS.
8''W 8''W 8''W
8
'
'
W
8'
'
W
(
8
'
'
S
S
GB GB GB
12''SD)
N00°15'55"W 151.68'
8
'
'
W
0+00 1+00 2+00
TBC: 61.00TBC: 60.20
TBC: 60.46
TBC: 61.00
TBC: 60.64
TBC: 61.00TBC: 61.00
TBC/LP: 58.74
TBC: 59.34
TBC: 59.61
TBC: 60.70
TBC: 59.90
SSMH #1
CB # 1GCB #1H
1
2
3
4
5 58
9
8
9
8
8
8
7
7
1
5
87-LF OF 12" S.D @ 0.22%
30-LF OF 12" S.D @ 0.22% TO STORM POND
7
4
4
4857.80
4856.80
4855.80
STORM
POND
1
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00
164-LF OF 8" WATERLINE
25-LF OF 8" WATERLINE
23-LF OF 8" WATERLINE
30-LF OF 12" PVC
@ 0.22% TO POND
INV @ POND= 4854.78
1CY RIP-RAP PIPE TO
FLOW LINE OF POND
N INV IN=4854.95
SW INV OUT=4854.85
CB # 1G
STA=1+04.65, 31.88' R
GRATE=4858.50
87-LF OF 12" PVC @ 0.22%
S INV OUT=4855.14
CB #1H
STA=0+17.79, 31.88' R
GRATE=4858.14
EXISTING GROUND
GRADE AT ALIGNMENT CL LIP @ CL
STA=1+91.11
EL=4860.02
TBC @ CL
STA=1+93.43
EL=4860.61
6"
M
I
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.
B
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(
1
2
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8
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8
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8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12''SD)
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'
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G
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G
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G
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G
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G
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N89°47'52"E 599.99'
(
8
'
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S
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8
'
'
S
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8''SS)8''SS)(8''SS (8''SS (8''SS (8''SS (8''SS (8''SS
6'
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S
6'
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6'
'
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S
6'
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)
6+200+00 1+00 2+00 3+00 4+00 5+00
6+00
SSMH #8SSMH #7SSMH #6
CB # 1G
SDMH #1B
SDMH #1A
SDMH #1C
CB #1A
CB #1B
STORM POND 1
TOP=4857.80 (16923 SQFT.)
BTM=4855.80 (8873 SQFT.)
TBC: 59.70
TBC: 59.90
TBC: 60.70
TBC: 61.10TBC: 60.42TBC: 60.42
TBC: 59.14
TBC: 58.90
TBC: 58.90 TBC: 58.20
TBC/LP: 57.80
TBC: 58.69 TBC: 58.73
TBC: 59.34
TBC: 59.75
TBC: 59.50
TBC: 58.50
TBC: 57.90
TBC: 58.10
TBC: 58.48
TBC: 58.88
TBC: 57.80
TBC: 60.10
TBC: 61.30
TBC: 58.90
1 1
2 2
3 3
4
4
5
6
7
8
88
23
7
BLDG FF:
61.00
BLDG FF:
61.00
BLDG FF:
61.70
BLDG FF:
61.70
BLDG FF:
62.30
BLDG FF:
62.30
BLDG FF:
62.30
4857.80
4856.80
4855.80
4857.80
4856.80
4855.80
4857.80
4856.80
4855.80
4857.80
4856.80
4855.80
3
9
33
3
1
7
1
2
10
9
10
9
10
9
10
9
10
9
10
9
7
1
5
5
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+20
S INV IN=4853.05
E INV OUT=4852.95
SDMH #1B
STA=0+06, 9.00' L
RIM=4858.00
76-LF OF 12" PVC @ 0.22%
W INV IN=4852.78
N INV OUT=4852.68
SDMH #1A
STA=0+82.27, 9.00' L
RIM=4857.70
S INV IN=4852.63
NE INV OUT=4852.54
CB #1A
STA=0+82.27, 30.88' L
GRATE=4857.20
27-LF OF 12" PVC @ 0.22% TO POND
INV @ POND= 4852.48
1 CY RIP-RAP PIPE TO FLOW LINE OF POND
8" E INV OUT=4852.63
SSMH #6
STA=1+18.58, 3.00' L
RIM=4857.80
100-LF OF 8" PVC @ 0.40%
8" S INV IN=4852.23
8" E INV IN=4852.23
8" W INV IN=4852.23
8" N INV OUT=4852.13
SSMH #7
STA=2+18.58, 3.00' L
RIM=4858.20
25-LF OF 8" WATERLINE
23-LF OF 8" WATERLINE163-LF OF 8" WATERLINE
18
"
M
I
N
.
MAINTAIN 18" VERTICAL SEPARATION
POTABLE & NON-POTABLE WATER. 10'
EACH SIDE OF NON-POTABLE WATER LINE.
(4) 45° ELBOWS
8" W INV OUT=4853.27
SSMH #8
STA=4+78.93, 3.00' L
RIM=4859.30
ST
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8
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9
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9
4
LIP @ CL
STA=6+06.72
EL=4860.06
TBC @ CL
STA=6+09.07
EL=4860.63
EXISTING GROUND
GRADE AT ALIGNMENT CL
260-LF OF 8" PVC @ 0.40%
6"
M
I
N
.
B
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W
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030'30'15'
SCALE: 1" = 30'
9
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AG
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0
KEY MAP
W E
S
N
A B
C
D
F
H
I
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K
E
G
W E
S
N
030'30'15'
SCALE: 1" = 30'
ALIGNMENT "H"
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF
FALLS WATER CO. STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE
DETAIL 5 ON SHEET D-1.
1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
NOT USED
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1.3
NOT USED
NOT USED
NOT USED
4
5
6 11
4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
NOT USED
NOT USED
4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER
METER BOXES AS PER FALLS WATER STANDARDS.
(12''SD (12''SD (12''SD (12''SD (12''SD
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
(1
2
'
'
S
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8
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'
'
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'
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'
'
S
S
8'
'
W
8'
'
W
8'
'
W
8'
'
W
12
'
'
S
D
)
(12''
S
D
12''SD)
1
2
'
'
S
D
)
G
B
G
B
GB
GB
GB
GB
GB
GB
GB
GB
12
'
'
S
D
)
(1
2
'
'
S
D
N00°16'05"W 604.86' (M) 605.00' (R)
GB
GB GB GB
GB
GB0+00 1+00 2+00 3+00 4+00 5+005+00
TBC: 59.50TBC: 59.50
TBC: 58.90
TBC: 58.10TBC: 58.90
TBC: 58.90
TBC: 57.90
TBC: 57.80
TBC: 57.65
TBC/LP: 57.20 TBC: 58.00
TBC: 58.30
TBC: 59.14
TBC: 58.90
TBC: 59.10
TBC: 59.70
TBC: 60.35
TBC: 59.30
TBC: 59.80
TBC: 59.20
TBC: 59.00
TBC: 58.70
TBC: 57.85
TBC: 57.75
TBC/LP: 57.50 TBC: 58.20
TBC: 58.60 TBC: 58.48
TBC: 58.40
TBC: 57.80 TBC/LP: 57.70
TBC: 58.30
TBC: 58.20
TBC: 57.90
TBC: 59.35
TBC: 59.35
TBC: 59.75
TBC: 58.90
SDMH #1ECB #1D
CB #1E
SDMH #1B
SDMH #1A
SDMH #6
SDMH #1D
CB #6A
CB #6B
SDMH #1C
CB #1A
CB #1C
CB #1B
1
2
3
2
5
6
7 7 7
8 8
BLDG FF:
61.00
BLDG FF:
60.37
1
7
2
4 45
7
1
5
10
4848
4850
4852
4854
4856
4858
4860
4862
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 5+005+00
E INV IN=4853.84
W INV IN=4853.84
N INV OUT=4853.74
SDMH #1D
STA=2+74.30, 9.00' R
RIM=4857.30
E INV OUT=4853.89
CB #1C
STA=2+83.03, 31.02' R
GRATE=4856.90
24-LF OF 12" PVC @ 0.22%
205-LF OF 12" PVC @ 0.22%
63-LF OF 12" PVC @ 0.22%
S INV IN=4853.29
W INV IN=4853.55
N INV OUT=4853.19
SDMH #1C
STA=0+69.78, 9.00' R
RIM=4857.10
E INV OUT=4853.60
CB #1B
STA=0+69.78, 31.52' R
RIM=4856.60
5-LF OF 8" WATERLINE
190-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
31-LF OF
8" WATERLINE
36-LF OF
8" WATERLINE
5-LF OF 8" WATERLINE
191-LF OF 8" WATERLINE
EXISTING GRADE
GRADE @
ALIGNMENT CL
12" S INV IN=4853.05
12" E INV OUT=4852.95
SDMH #1B
STA=0+07.17, 9.00' R
RIM=4858.00
6"
M
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N
.
B
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030'30'15'
SCALE: 1" = 30'
10
PP
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AG
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t
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t
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g
.
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SH
E
E
T
N
O
.
SH
E
E
T
N
A
M
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CI
V
I
L
P
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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
:
RY
A
N
N
E
L
S
O
N
MA
D
I
S
O
N
S
T
A
T
I
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N
A
P
A
R
T
M
E
N
T
S
A.
S
N
A
R
R
R.
J
O
R
D
A
N
P.
S
N
A
R
R
22
1
2
5
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
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V
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D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF
FALLS WATER CO. STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE
DETAIL 5 ON SHEET D-1.
1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
NOT USED
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1.3
NOT USED
NOT USED
NOT USED
4
5
6 11
4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
NOT USED
NOT USED
4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER
METER BOXES AS PER FALLS WATER STANDARDS.
4850
4852
4854
4856
4858
4860
4862
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 3+40
E INV OUT=4853.89
CB #1C
STA=0+09.01, 2.77' L
GRATE=4856.90
E INV IN=4853.84
W INV IN=4853.84
N INV OUT=4853.74
SDMH #1D
STA=0+31.03, 11.50' L
RIM=4857.30
24-LF OF 12" PVC @ 0.22%49-LF OF 12" PVC
@ 0.22%
49-LF OF 12" PVC @ 0.22%
213-LF OF 12" PVC @ 0.22%
NW INV OUT=4855.10
CB #1E
STA=1+06.17, 30.52' R
RIM=4858.10
SE INV IN=4855.90
W INV OUT=4854.52
SDMH #1F
STA=2+93.50, 11.50' L
RIM=4860.00
48-LF OF 12" PVC
@ 0.22%
NW INV OUT=4856.00
CB #1F
STA=3+36.51, 8.90' R
GRATE=4859.00
12" E INV IN=4854.05
12" SE INV IN=4854.99
12" N INV IN=4855.62
12" W INV OUT=4853.95
SDMH #1E
STA=0+80.29, 11.50' L
RIM=4859.00
255-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
EXISTING GRADE
GRADE @ ALIGNMENT CL
GB/STA=0+71.57
EL=4858.93LIP @ CL
STA=0+09.01
EL=4857.12
12" S INV OUT=4855.80
CB #1D
STA=0+80.29, 91.53' L
RIM=4858.80
8" N INV OUT=4853.24
SSMH #9
STA=2+43.61, 19.69' L
RIM=4860.00
6'
M
I
N
.
B
U
R
Y
4850
4852
4854
4856
4858
4860
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+003+00
S INV OUT=4855.80
CB #1D
STA=0+62.29, 30.51' L
RIM=4858.80
5-LF OF 8" WATERLINE
38-LF OF 8"
WATERLINE
12-LF OF 8" WATERLINE
8" SS CROSSING
5-LF OF 8" WATERLINE
20-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
MAINTAIN 18" VERTICAL SEPARATION
POTABLE & NON-POTABLE WATER. 10'
EACH SIDE OF NON-POTABLE WATER LINE.
(4) 45° ELBOWS 18
"
M
I
N
.
EXISTING GRADE
GRADE @
ALIGNMENT CLGB/STA=0+53.54
EL=4859.46
GB/STA=2+84.22
EL=4860.56
6"
M
I
N
.
B
U
R
Y
(
1
2
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2
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8
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8
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8''W 8''W 8''W 8''W 8''W 8''W
(12''SD (12''SD (12''SD (12''SD
8
'
'
W
6''SS 6''SS 6''SS 6''SS 6''SS 6''SS
4''WS 4''WS
4''FS 4''FS
6''SS 6''SS 6''SS 6''SS 6''SS 6''SS
4''WS 4''WS
4''FS 4''FS
(
1
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GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB
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4
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GB
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B
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B
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B
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B
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'
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'
'
S
S
BLDG FF:
60.37
TBC/LP: 59.40
TBC: 59.70
TBC: 59.69 TBC: 59.73 TBC: 60.35
TBC: 60.35
TBC: 60.35
TBC: 58.00
TBC: 58.30
TBC: 57.85
TBC: 57.75
TBC/LP:
57.50
TBC: 59.30
TBC: 59.80
OIL: 60.90OIL: 60.20
TBC: 60.70
CB #1F
SDMH #1E
CB #1D
SDMH #1D
CB #1C
SDMH #1FSSMH #9
TBC: 58.90
TBC:
59.20
TBC/LP: 58.70
TBC: 58.89
TBC: 58.99 TBC: 59.60TBC: 58.70
TBC: 59.00
3+000+00
1+00 2+00
3+00
3+400+00 1+00 2+00 3+00
TBC: 59.10 TBC: 59.88
TBC: 60.00 TBC/LP:
59.60
ALIGNMENT "I"
ALIGNMENT "J"
1
22
22
2
3
4
6
8
8
8
BLDG FF:
60.37 BLDG FF:
61.65
BLDG FF:
61.65
BLDG FF:
61.50
BLDG FF:
61.50
BLDG FF:
61.70
BLDG FF:
61.70
BLDG FF:
61.00
BLDG FF:
61.00
4
4
3
3
1
4
2
5
15
4
7
7
9
10
9
10
2
8
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8'
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6'
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6'
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GB
GB
GB
GB
GB
GB
GB
GB
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2
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E
5
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9
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9
9
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G
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(8''SS (8''SS (8''SS (8''SS (8''SS
8'
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8
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8
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S
S
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8
'
'
S
S
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BLDG FF:
61.00
15
'
15
'
TBC: 60.12TBC: 58.37 TBC: 60.07
OIL: 60.90
SSMH #9
EX. SSMH #2
SSMH #7
SDMH #1F
2+
0
0
2+
0
0
3+
0
0
0+00 1+00 2+00 3+00 4+00 4+20
SAW-CUT EXISTING
ASPHALT FOR SS
CONNECTION &
REPAIR
3
2
2
8
8
8
STORM
POND
1
4846
4848
4850
4852
4854
4856
4858
4860
4862
4846
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 4+20
8" N INV OUT=4853.24
SSMH #9
STA=3+85.32, 0.00'
RIM=4860.00
253-LF OF 8" PVC @ 0.40%
8" S INV IN=4852.23
8" E INV IN=4852.23
8" W INV IN=4852.23
8" N INV OUT=4852.13
SSMH #7
STA=1+32.38, 0.00'
RIM=4858.20
8" WATER CROSSING
12" STORM CROSSING
136-LF OF 8" PVC @ 0.40%
18
"
M
I
N
.
18
"
M
I
N
.
8" WATER CROSSING
(SEE SHEET 8/PP-3 FOR CROSSING INFO)
8" S INV IN=4851.59
8-IN N INV OUT=4851.49
EX. SSMH #2
STA=0+06.07, 50.84' L
RIM=4859.05
8" WATER CROSSING
(SEE ALIGNMENTS I FOR
CROSSING INFO THIS
SHEET)
TBC @ CL
STA=1+03.50
EL=4858.37
LIP @ CL
STA=1+05
EL=4857.95
ST
A
=
3
+
5
6
.
9
8
EL
=
4
8
6
0
.
5
6
TBC @ CL
STA=1+67.27
EL=4860.12
TBC @ CL
STA=3+12.48
EL=4860.07
LIP @ CL
STA=1+65.73
EL=4859.54
LIP @ CL
STA=3+13.95
EL=4859.66
EXISTING GRADE
GRADE @
ALIGNMENT CL
BTM OF POND
ALIGNMENT "J"
W E
S
N
030'30'15'
SCALE: 1" = 30'
11
PP
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16
4
1
0
KEY MAP
W E
S
N
A B
C
D
F
H
I
J
K
E
G
030'30'15'
SCALE: 1" = 30'
W
E
SN
ALIGNMENT "B"
TBC: 59.93
TBC: 60.02
EXISTING SIDEWALK
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF
FALLS WATER CO. STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE
DETAIL 5 ON SHEET D-1.
1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
NOT USED
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1.3
NOT USED
NOT USED
NOT USED
4
5
6 11
4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
NOT USED
NOT USED
4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER
METER BOXES AS PER FALLS WATER STANDARDS.
8
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+80
BLDG FF:
60.37
BLDG FF:
60.37
BLDG FF:
61.65
BLDG FF:
61.65
BLDG FF:
61.60
TBC: 57.80
TBC: 58.40
TBC: 58.48
TBC/LP: 57.70
TBC: 58.30
TBC: 58.20
TBC/LP: 57.90
TBC: 59.35
TBC: 59.75
TBC: 59.35
TBC: 60.59
TBC: 60.62
TBC: 60.65
TBC: 59.10 TBC/LP: 58.20
TBC: 58.60 TBC: 58.80
TBC: 60.00
TBC: 60.50
TBC: 61.20
TBC: 59.80
TBC: 59.80
TBC: 59.70
TBC: 59.50
TBC: 60.00TBC: 60.00
TBC: 58.60
TBC: 58.50
TBC: 58.20
25
'
MI
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.
SSMH #11 SSMH #12
EX. SSMH #3 SSMH #10
SMDH #5
CB #5SDMH #6CB #6A
CB #6B
1
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FOR SS CONNECTION & REPAIR
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4862
4848
4850
4852
4854
4856
4858
4860
4862
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+80
5-LF OF 8"
WATERLINE
13-LF OF 8" WATERLINE
43-LF OF 8" WATERLINE
10-LF OF 8" WATERLINE
NW INV OUT=4854.60
CB #5
STA=6+06.04, 30.89' R
RIM=4857.60
12" SE INV IN=4854.58
24" W INV OUT=4852.98
SMDH #5
STA=5+98.90, 23.50' R
RIM=4857.70
E INV OUT=4854.10
CB #6B
STA=1+12.98, 9.19' R
GRATE=4857.10
41-LF OF 12"
PVC @ 0.22%
NE INV OUT=4854.30
CB #6A
STA=1+44.13, 30.89' R
GRATE=4857.30
10-LF OF 12"
PVC @ 0.22%
12" W INV IN=4854.01
12" SW INV IN=4854.28
24" E INV OUT=4852.41
SDMH #6
STA=1+51.22, 23.50' R
RIM=4857.50
5-LF OF 24" PVC @ 0.22%
275-LF OF 8" WATERLINE
165-LF OF 8" WATERLINE
8" E INV IN=4851.84
8" W INV OUT=4851.74
SSMH #10
STA=1+07.09, 5.00' R
RIM=4858.00 8" E INV IN=4853.04
8" W INV OUT=4852.94
SSMH #11
STA=3+82.03, 5.00' R
RIM=4858.70
8" W INV OUT=4854.14
SSMH #12
STA=6+56.98, 5.00' R
RIM=4858.60
97-LF OF 8" PVC @ 0.40%
275-LF OF 8" PVC @ 0.40%275-LF OF 8" PVC @ 0.40%8" E INV IN=4851.35
8" W INV OUT=4851.25
EX. SSMH #3
STA=0+10.51, 8.71' R
RIM=4858.73
EXISTING GRADE
GRADE @
ALIGNMENT CL
INSTALL STORM INFILTRATION
SYSTEM 93'L x 16'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
INSTALL STORM INFILTRATION
SYSTEM 93'L x 11'W SC-740 ADS
STORM TECH CHAMBER SYSTEM
(SEE TABLE 4 SHEET C-4)
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9
CONSTRUCTION ITEMS:
THE FOLLOWING CONSTRUCTION ITEMS ARE FOR THE PURPOSE OF
DISPLAY IN THE PLAN AND PROFILE VIEW ONLY AND DO NOT SHOW EACH
AND EVERY CONSTRUCTION COMPONENT IN THE DESIGN. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS AND
UNDERSTAND THAT ALL ELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,
ETC.... MAY NOT BE LABELED BUT ARE REQUIRED FOR A COMPLETE
PROJECT.
ASPHALT PAVING PER DETAIL 9 ON SHEET D-1.SEWER MANHOLE TYPE A PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE DETAIL X
ON SHEET D-X.
NOT USED WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST REVISION OF
FALLS WATER CO. STANDARDS.
FIRE HYDRANT ASSEMBLY PER LATEST REVISION OF FALLS WATER CO. STANDARDS. SEE
DETAIL 5 ON SHEET D-1.
1" WATER SERVICE PER LATEST REVISION OF FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
1.5' LIP UP CURB PER DETAIL 7 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
8"x8" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 1 & 2 ON SHEET D-1.
1
2
3
4
5
7
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
8
3 9 6' SIDEWALK PER CITY OF REXBURG STANDARDS.
6
7 BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET
D-2.
8
8"x8" CROSS WITH THRUST BLOCK. SEE DETAIL 3 ON SHEET D-2.
10
11
12
9
10
PLUG AND THRUST BLOCK.
11
1.5' LIP DOWN CURB PER DETAIL 8 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
INSTALL SC-740 INFILTRATION SYSTEM. SEE STORM TABLES ON SHEET C-X FOR SYSTEM
SPECIFICATIONS. PER DETAIL 6 ON SHEET D-1.
NOT USED
NOT USED
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG STANDARDS. SEE
DETAIL 2 ON SHEET D-1.3
NOT USED
NOT USED
NOT USED
4
5
6 11
4" WATER SERVICE PER FALLS WATER CO. STANDARDS & WATER METER
BOXES AS PER FALLS WATER STANDARDS.
NOT USED
NOT USED
4" FIRE SERVICE LINE PER FALLS WATER CO. STANDARDS & WATER
METER BOXES AS PER FALLS WATER STANDARDS.
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N00°15'55"W 151.68'
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File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 swppp.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:02 PM
W
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13
SWPPP
STROM WATER POLLUTION PREVENTION 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 be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
RYAN NELSON
MADISON STATION APARTMENTS A. SNARR
R. JORDAN
P. SNARR
22125PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
1. CONTRACTOR IS RESPONSIBLE FOR THE OFFICIAL WRITTEN SWPPP AND NOI MEETING EPA REGULATIONS.2.CONTRACTOR SHALL INSTALL A DIRT BERM OR SILT FENCE AROUND THE PERIMETER OF THE SITE(S) WHERE EARTHWORK IS TAKINGPLACE TO LIMIT POLLUTANT DISCHARGE LEAVING THIS SITE AND ENTERING ADJACENT PROPERTIES. THIS CAN BE INDIVIDUALBUILDING SITES OR ENTIRE PERIMETER. CONTRACTOR TO MAINTAIN BERM OR SILT FENCE REGULARLY TO ENSURE SEDIMENT ANDOTHER CONTAMINANTS FROM MIGRATING OFF PROJECT SITE.3. CONTRACTOR TO ESTABLISH A STAGING AREA FOR FUELING AND ENSURE COMPLIANCE WITH SPILL PREVENTION ANDCONTAINMENT BEFORE THE START OF ON SITE CONSTRUCTION ACTIVITIES.4.CONTRACTOR SHALL ENSURE TRUCKS EXITING THE PROJECT SITE ARE NOT TRACKING MATERIAL OFF SITE. IN THE CASE TRACKING MATERIAL OFF SITE OCCURS, THE CONTRACTOR SHALL HAVE A PICK-UP BROOM (OR OTHER EQUIPMENT) ON SITE TO ENSURE THEOFFSITE ROADWAYS REMAIN CLEAN. THIS WILL BE SCHEDULED ON AN AS NEEDED BASIS.5.IF THE CONTRACTOR DOESN'T CONTROL THE TRACKING OF MATERIAL ONTO THE CITY/COUNTY ROADWAYS TO THE SATISFACTION OFTHE CITY, THE CITY MAY SHUT DOWN THE PROJECT UNTIL THE CONTRACTOR INSTALLS ANTI TRACKING PADS (STONE ORCORRUGATED STEEL PANELS) AT A DESIGNATED EXIT POINT PRIOR TO EXITING THE SITE.6. CONTRACTOR TO INSPECT EQUIPMENT/VEHICLE STORAGE AREA AND FUEL TANK WEEKLY AND AFTER STORM EVENTS. LEAKS TO BEREPAIRED IMMEDIATELY. SPILL CLEANUP MATERIALS SHALL BE AVAILABLE ON SITE AND PROPER DISPOSAL OF CONTAMINATEDMATERIAL SHALL BE DISPOSED OF PER EPA GUIDELINES.7. INSTALL CONSTRUCTION RACK/MAT, SHAKER PLATE, RUMBLE RACK OR EQUAL TO MITIGATE TRACKING OFF SITE. CONTRACTOR TOSUBMIT SPECIFICATIONS TO ENGINEER FOR APPROVAL.
B
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File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 details.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:02 PM
14
D-1
DETAILS 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 be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
RYAN NELSON
MADISON STATION APARTMENTS A. SNARR
R. JORDAN
P. SNARR
22125PRELIM
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NOT AP
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16410
MIN. GRADE 1/4"/FT.(2%)"E""D"CAP OR PLUG AND INSTALLSERVICE LINE MARKERPER SD-512 (TYP.)ABSOLUTE MIN. GRADE 1/8"/FT.(1%)4"-1/8 OR 1/16BEND AS NEEDED MIN. GRADE 1/4"/FT.(2%)"C""B""A" TYPE C TEE OR APPROVEDCONNECTION NOTES: TYPE E 45° TYPE A & D TEE OR APPROVEDCONNECTION LP45° MAX.1/8 LONGRADIUS BEND TYPE B 45° MAX.GASKET ALL JOINTS CONCRETE COLLAR FINISHED GRADEFRAME & COVER 45°FLOW SHELFSHELFSHELFMANHOLE NOTES:5"FLEXIBLE RUBBERGASKETPRECAST MONOLITHICCONCENTRIC CONESECTIONPRECAST CONCRETEMANHOLE-BARREL SECTIONSAS REQ'DPREFABRICATED BASE.UNDISTURBEDEARTH A4 APPROVEDBEDDING 6" MIN31"48" DIA9 MIN RUBBER BOOT .75 X Di PIPE 1.PLACE VERTICAL WALL ON UPSTREAM SIDEOF MANHOLE, ROTATED 45 DEGREES.2.WHERE PVC PIPE IS UTILIZED, INSTALL ARUBBER RING OR GASKET COLLAR WHERETHE PIPE IS IN CONTACT WITH MANHOLEBASE AND/OR MANHOLE CHANNEL, INORDER TO INSURE A WATERTIGHT SEAL.3.UNLESS OTHERWISE SHOWN, MANHOLESSHALL HAVE 0.1 FALL FROM UPSTREAMINVERT TO DOWNSTREAM INVERT. FOR PIPESLOPES GREATER THAN 2.5% SLOPE, SEEPLAN & PROFILE.PLAN DETAILNOT TO SCALE SEWER MANHOLE SECTION1NOT TO SCALE 6" SANITARY SEWER SERVICE LINES DETAIL2 NOT TO SCALE TYPICAL SEWE
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File Location:z:\projects\2022\22125 madison station apartments\3.0 design\3.1 cad\3.13 final\22125 details.dwgPlotted By:russellDate Plotted:Monday, October 24 2022 at 04:02 PM
15
D-2
DETAILS 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 be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
RYAN NELSON
MADISON STATION APARTMENTS A. SNARR
R. JORDAN
P. SNARR
22125PRELIM
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NOT AP
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NOT TO SCALE CATCH BASIN1 12" MIN. DIA.GASKET FOR PLASTICPIPE KNOCKOUTS TYPICAL (4)SIDES 18" DIA. TORECEIVE UP TO 15" DIA.PIPE3'-0" MIN.3 1/2"2"3 1/2"30"INSIDE DIA. BARRELSECTION 39 20"3'-0"x6"x3/8"STEEL PLATE 6"C1 SIDEWALK TBCC3 #4 REBAR BYMANUFACTURER ADJUSTING BOLTS C1 CLCL1'-2"GRATE1'-0"INLETBOX12"CURB & GUTTERSEE DETAILPLASTIC PIPE REBAR SCHEDULEMARKLOCATIONSIZELENGTHQUANTITYC3CURB AND BOX42'-0"4NOT TO SCALE STORM
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