HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (5) 10.12.22 - 22-00314 - Madison Square - 354 W Main - Condo Plat (2)File Location:z:\projects\2020\20123 cory sorenson madison square\3.0 design\3.1 cad\3.13 final\20123 cover.dwgPlotted By:russellDate Plotted:Wednesday, October 12 2022 at 11:20 AM
1
COVER
COVER AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
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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:
REXY SMITH, LLC.
MADISON SQUARE A. SNARR
R. JORDAN
P. SNARR
20123PRELIM
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1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS - (ISPWC STANDARDS IF APPLICABLE) . THE CONTRACTOR IS REQUIRED TO HAVE ACURRENT COPY OF SAID STANDARDS ON SITE AT ALL TIMES.2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT OFCONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO CLARIFICATION MAY BE MADE PRIOR TO THE START OFCONSTRUCTION.3.ELEVATIONS SHOWN ARE 2004 CITY DATUM AND ALL ELEVATIONS AND ARE TO FINISHED SURFACE OR PIPE INVERT UNLESSOTHERWISE NOTED.4.THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUALON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATIONONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTIONMIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVETHE APPROPRIATE UTILITY COMPANY FIELD LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTIONPRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTINGUTILITIES 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 ANYADDITIONAL MATERIALS 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.A CITY OF REXBURG PUBLIC WORKS LICENSE IS REQUIRED FOR ANY/ALL CONTRACTORS WORKING WITHIN THE PUBLICRIGHT-OF-WAY OR EASEMENT.9.APPROVAL OF THE CITY ENGINEER IS REQUIRED FOR ANY PROPOSED CONSTRUCTION WITHIN A PUBLIC RIGHT-OF-WAY OREASEMENT.10.ALL CONSTRUCTION INCLUDING CONCRETE/ASPHALT PLACED WITHIN THE RIGHT-OF-WAY REQUIRES INSPECTION ANDAPPROVAL OF THE CITY ENGINEERING DEPARTMENT. THE DEPARTMENT SHALL BE NOTIFIED AT LEAST FOUR (4) HOURS PRIOR TOPLACEMENT (359-3020).11.A PUBLIC RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY OR EASEMENT. THE CITYOF REXBURG ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO (2) DAYS PRIOR TO ANY EXCAVATION UNDER THISPERMIT (359-3020).12.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES,CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, AND ALL OTHER MISCELLANEOUS ITEMS AS CALLED FOR INTHE PLANS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN SHALL BE REPAIRED OR REPLACEDAT CONTRACTOR'S EXPENSE.13.CONTRACTOR TO BE RESPONSIBLE FOR FILING THE OFFICIAL SWPP PLAN AND NOI IN ACCORDANCE WITH EPA STANDARDS ANDMAINTAINING THESE STANDARDS INCLUDING STORM WATER POLLUTION AND DUST CONTROL PER THE STATE OF IDAHOCATALOG FOR BEST MANAGEMENT PRACTICES (BMP'S).14.SITE ADDRESS: ,REXBURG, IDAHO (CITY OF REXBURG TO PROVIDE).APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:MADISON FIRE DEPARTMENTAPPROVED BY:LUMENAPPROVED BY:INTERMOUNTAIN GAS
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1
7
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:
1.LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL SNOW STORAGE PLOWED AREA.LANDSCAPE/GREEN SPACE/ SNOW STORAGE CIT
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P
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C
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C
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A
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I
N
D
E
X
GENERAL NOTES
W
E
S
N
P
R
O
J
E
C
T
L
O
C
A
T
I
O
N
S 3RD W
W
M
A
I
N
S
T
1.
A
L
L
N
E
W
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
C
U
R
R
E
N
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
S
E
R
V
I
C
E
P
O
L
I
C
Y
.
2.
D
E
V
E
L
O
P
E
R
S
H
A
L
L
B
E
A
R
A
L
L
C
O
S
T
S
T
O
R
E
L
O
C
A
T
E
O
R
R
E
M
O
V
E
E
X
I
S
T
I
N
G
P
O
W
E
R
P
O
L
E
S
,
L
I
G
H
T
P
O
L
E
S
,
A
N
C
H
O
R
G
U
Y
S
A
N
D
M
I
S
C
E
L
L
A
N
E
O
U
S
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
.
3.
A
L
L
P
V
C
E
L
E
C
T
R
I
C
C
O
N
D
U
I
T
S
S
H
A
L
L
B
E
P
V
C
S
C
H
E
D
U
L
E
4
0
.
A
L
L
F
I
B
E
R
G
L
A
S
S
C
O
N
D
U
I
T
S
S
H
A
L
L
M
E
E
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
'
S
M
A
R
K
I
N
G
A
N
D
S
T
R
E
N
G
T
H
R
A
T
I
N
G
R
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Q
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I
R
E
M
E
N
T
S
.
C
O
N
D
U
I
T
D
I
A
M
E
T
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R
S
S
H
A
L
L
M
E
E
T
R
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C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
'
S
D
E
S
I
G
N
.
A
L
L
E
L
B
O
W
S
S
W
E
E
P
R
A
D
I
I
S
H
A
L
L
B
E
3
6
”
,
4
8
”
O
R
6
0
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D
E
P
E
N
D
I
N
G
O
N
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
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R
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S
D
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S
I
G
N
.
4.
A
L
L
P
R
I
M
A
R
Y
A
N
D
S
E
C
O
N
D
A
R
Y
C
O
N
D
U
I
T
S
S
H
A
L
L
B
E
P
R
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V
I
D
E
D
A
N
D
I
N
S
T
A
L
L
E
D
B
Y
T
H
E
D
E
V
E
L
O
P
E
R
.
5.
T
R
E
N
C
H
E
X
C
A
V
A
T
I
O
N
A
N
D
C
O
N
D
U
I
T
P
L
A
C
E
M
E
N
T
S
H
A
L
L
B
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File Location:z:\projects\2020\20123 cory sorenson madison square\3.0 design\3.1 cad\3.13 final\20123 existing conditions_demo plan.dwgPlotted By:russellDate Plotted:Wednesday, October 12 2022 at 11:21 AM
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C-1
EXISTING CONDITIONS & DEMO 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:
REXY SMITH, LLC.
MADISON SQUARE A. SNARR
R. JORDAN
P. SNARR
20123PRELIM
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EXISTING STORM DRAIN MAIN EXISTING SANITARY SEWER MAINGEXISTING GAS LINEPROJECT BOUNDARY LINE OHOVERHEAD POWER LINE EXISTING WATER MAINEXISTING FENCEXXX EXISTING UNDERGROUND CABLECAT( 8''SSWPPOWER LINEEXISTING WATER VALVEEXISTING HYDRANTEXISTING WATER METEREXISTING WATER SPIGOT EXISTING MANHOLEEXISTING POWER POLE 8" SEWER MAIN( 8''SS 4" SEWER SUPPLY 6" WATER MAIN6''WEXISTING CURB AND GUTTERPROPOSED ASPHALT DRAINAGE FLOW ARROW0.75%PROPOSED CONCRETE 62.80 TBCPROPOSED ELEVATION1-1/2" WATER SUPPLY1-1/2''W2" WATER SUPPLY2''W4" WATER SUPPLY4''W4''W
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EXISTING SSMH
RIM=4864.72
E INV=4846.27
EXISTING SSMH
RIM=4863.78
E INV=4846.28
W INV=4846.18
EXISTING SSMH
RIM=4864.41
W INV=4846.96
EXISTING SDMH
RIM=4864.66
INV=4846.46
EXISTING SDMH
RIM=4864.92
INV=4845.99
6.00'
MAIN STREET
1
27
26
25
24
23
14 - 9'X16'
2
3
4
6
7
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9
10
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29
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21
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15 UNITS
4 UNITS
5
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38
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42
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1''WS 1''WS 1''WS 1''WS
4''SS 4''SS 4''SS
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4''SS 4''SS 4''SS
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4''SS 4''SS 4''SS
4''SS 4''SS 4''SS 4''SS
4''SS 4''SS 4''SS 4''SS
4''SS 4''SS 4''SS 4''SS
4''SS 4''SS 4''SS 4''SS
4''SS 4''SS 4''SS 4''SS
4''SS 4''SS 4''SS 4''SS
4''SS
4''SS
4''SS
4''SS
GB GB GB GB GB GB
GB GB GB GB GB GB GB GB GB
TBC: 64.20OIL: 63.70
EXISTING
SHED
EXISTING
30' X 84'
FOUR-PLEX
X X X X X X X X
OIL: 63.70TFW: 64.20
OIL: 63.70TFW: 64.20
TBC:
64.20
OIL: 63.70
OIL: 62.94
FO FO FO FO FO FO FO FO FO FO FO FO
TBC: 63.98TBC: 63.70
16'24'20'
9'
18.13'
TBC: 63.70
TFW: 63.70
TFW: 63.20
TFW/OIL: 63.20
TBC: 63.70 TBC: 63.70
TBC: 64.00 TBW/OIL:
63.50
SSMH #1
SSMH #2
SDMH
CB #2
CB #1
CB #3
RIM: 62.40
RIM: 62.40
RIM: 62.40
57-LF OF 12"
S.D @ 0.22%
57-LF OF 12"
S.D @ 0.22%
TRAFFIC RATED
METER BASE
(TYP.)
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TBC: 63.80
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OIL: 63.02
OIL: 63.27
OIL: 63.18 OIL: 63.61
TFW: 63.70
OIL: 63.20
OIL: 63.20 TBC: 64.00
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NOTES:
1. CURRENT ZONING: MIXED USE (MU)
MIN. FRONT BUILDING SET BACK = 0' - 10'
MIN. SIDE YARD SETBACK: 6'
BACKYARD SETBACK: 6'
LANDSCAPING = 21%
LOT AREA: 0.594 ACRES (25,895 SF)
REQUIRED PARKING = 2 STALLS PER UNIT/42
PARKING = 38 STALLS INCLUDING 6 GARAGES
LANDSCAPING REQUIRED: 10%
BUILDING AREA: 10,765 SF
BUILDING HEIGHT = 24'
BUILDING UNITS = 21
2.6" WL SHALL BE DI CLASS 50 AND SHALL INCLUDE ALL APPURTENANCES & THRUST
BLOCKS REQUIRED FOR COMPLETE INSTALLATION MEETING CITY STANDARDS. THE
WATER SERVICES SHALL BE POLY PIPE AND SHALL INCLUDE ALL APPURTENANCES &
THRUST BLOCKS REQUIRED FOR COMPLETE INSTALLATION.
3.CONTRACTOR TO BE AWARE THERE ARE NUMEROUS UTILITIES WITHIN AND SHALL CALL
FOR LOCATES PRIOR TO EXCAVATION. THERE WERE NO RECORDED EASEMENTS FOUND
ON SAID UTILITIES; HOWEVER EASEMENTS ARE NOW WRITTEN FOR THE SANITARY
SEWER AND WATER MAINS WITHIN THIS SITE PLAN.
4.FIRE PROTECTION TO MEET NFPA 13R.
REPLACE EXISTING
SIDEWALK WITH 8'
SIDEWALK AS PER
CITY OF REXBURG
NEW CURB CUT
62.80
TBC PROPOSED ELEVATION
EXISTING GROUND CONTOUR4727
EXISTING STORM DRAIN MAIN
EXISTING SANITARY SEWER MAIN
EXISTING GAS LINE
PROJECT BOUNDARY LINE
OH OVERHEAD POWER LINE
EXISTING WATER MAIN
EXISTING FENCEXXX
EXISTING UNDERGROUND CABLECAT
( 8''SS
W
P POWER LINE
EXISTING WATER VALVE
EXISTING HYDRANT
EXISTING WATER METER
EXISTING MANHOLE
EXISTING POWER POLE
8" SEWER MAIN( 8''SS
4" SEWER SUPPLY
6" WATER MAIN6''W
1-1/2" WATER SUPPLY1-1/2''W
EXISTING CURB AND GUTTER
PROPOSED ASPHALT
DRAINAGE FLOW ARROW0.75%
PROPOSED CONCRETE
NEW TREE
NEW BUSH
2" WATER SUPPLY2''W
4" WATER SUPPLY4''W
( 12"SD
G
1" WATER SUPPLY1''W
STORM POND
ST
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P
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STORM POND/ROOF & LANDSCAPE
(SEE SHEET C-3 FOR STORM TABLE)
BLDG 1
FF 64.50
4" FIRE LINE
2" POTABLE
WATER LINE
1 1/2" WATER METER BOX
LINETYPE
LEGEND
NEW 18" LIP UP CURB & GUTTER
NEW 18" LIP DOWN CURB & GUTTER
REPLACE EXISTING
SIDEWALK WITH 8'
SIDEWALK AS PER
CITY OF REXBURG
INSTALL 5'W THICKENED
EDGE SIDEWALK
FIBER CONDUIT AND DISTRIBUTION BOXFIBER CONDUIT AND DISTRIBUTION BOX
STORM POND/ROOF & LANDSCAPE
(SEE SHEET C-3 FOR STORM TABLE)
STORM POND/ROOF & LANDSCAPE
(SEE SHEET C-3 FOR STORM TABLE)
INSTALL 6'W THICKENED
EDGE SIDEWALK
DEVELOPER TO RELOCATE POWER SERVICE
LINE TO 328 WEST MAIN STREET AND MAY
BE REQUIRED TO RELOCATE MAIN POWER
LINE IF ISSUES ARISE WITH BUILDING
PLACEMENT.
1 1/2" WATER METER BOX
GAS GASGAS
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File Location:z:\projects\2020\20123 cory sorenson madison square\3.0 design\3.1 cad\3.13 final\20123 storm drainage plan.dwgPlotted By:russellDate Plotted:Wednesday, October 12 2022 at 11:21 AM WES N020'20'10'SCALE: 1" = 20'
4
C-3
STORM 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 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:
REXY SMITH, LLC.
MADISON SQUARE A. SNARR
R. JORDAN
P. SNARR
20123PRELIM
I
N
A
R
Y
NOT APP
R
O
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E
D
F
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CONSTR
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16410
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CONTRACTOR TO INSTALL A STORM TECH SC-74
0
S
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(
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P
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MANUFACTURERS DRAWINGS AND SPECIFICAT
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.
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SUBMIT FINAL ADS PLANS TO EAGLE ROCK EN
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MINIMUM REQUIRED STORA
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1
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(
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WEST STORM POND(SEE TABLE 2)
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(
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)
62.80 TBCPROPOSED ELEVATIONEXISTING GROUND CONTOUR4727 EXISTING STORM DRAIN MAIN EXISTING SANITARY SEWER MAINEXISTING GAS LINEPROJECT BOUNDARY LINE OHOVERHEAD POWER LINE EXISTING WATER MAINEXISTING FENCEXXX EXISTING UNDERGROUND CABLECAT( 8''SSWPPOWER LINEEXISTING WATER VALVEEXISTING HYDRANTEXISTING WATER METER EXISTING MANHOLEEXISTING POWER POLE 8" SEWER MAIN( 8''SS 4" SEWER SUPPLY 6" WATER MAIN6''W 1-1/2" WATER SUPPLY1-1/2''WEXISTING CURB AND GUTTERPROPOSED ASPHALT DRAINAGE FLOW ARROW0.75%PROPOSED CONCRETENEW TREE NEW BUSH 2" WATER SUPPLY2''W4" WATER SUPPLY4''W( 12"SDG 1" WATER SUPPLY1''W LINETYPE LEGENDNEW 18" LIP UP CURB & GUTTERNEW 18" LIP DOWN CURB & GUTTER
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File Location:z:\projects\2020\20123 cory sorenson madison square\3.0 design\3.1 cad\3.13 final\20123 plan & profile.dwgPlotted By:russellDate Plotted:Wednesday, October 12 2022 at 11:21 AM
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PP-1
PLAN & PROFILE 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:
REXY SMITH, LLC.
MADISON SQUARE A. SNARR
R. JORDAN
P. SNARR
20123PRELIM
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90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADE COMPACT 1" MAC.BACKFILL IN 6" LAYERSTO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX90°90°COMPACT 1" MAC.TO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAXFile Location:z:\projects\2020\20123 cory sorenson madison square\3.0 design\3.1 cad\3.13 final\20123 details.dwgPlotted By:russellDate Plotted:Wednesday, October 12 2022 at 11:21 AM
6
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:
REXY SMITH, LLC.
MADISON SQUARE A. SNARR
R. JORDAN
P. SNARR
20123PRELIM
I
N
A
R
Y
NOT APP
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
6"2" ASP
H
A
L
T
3" 3/4
C
R
U
S
H
E
D
G
R
A
B
E
L
9" PIT R
U
N
G
R
A
V
E
L
THICKENED EDGE SIDEWALK SIDEWALKWIDTH MAY VARY4" 3/4 GRAVEL 4" CONCRETE11
2
-
1
/
2
"
O
F
P
L
A
N
T
M
I
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1
2
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/
P
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4
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3
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4
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1
3
9
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B
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2
6 VALVE & HYDRANT
7
W
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V
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C
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L
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C
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C
T
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N
1 TYPICAL WATER LINE PLACEMENT
2
S
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A
N
D
A
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D
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N
C
H
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T
A
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3
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PIPE BEDDING DETAILS
5
L
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C
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B
&
G
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T
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D
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T
A
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6"
1'
6
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A
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G
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B
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S
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1
'
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1
'
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4"
6
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6"
1'
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A
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