HomeMy WebLinkAboutINFRASTRUCTURE 3.6.23 - 22-00669 - BYUI 10th Ward - University Blvd. & 5th W - Plat-Reviewed-Corrections-Required - Responses (1)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 : 500 West Church Subdivision (BYU 10TH WARD) - University Blvd & S 5th W - Plat
Address : RPR6N40E315400 - University Blvd. & S 5th W
Application Type :
Document Filename : INFRASTRUCTURE 3.6.23 - 22-00669 - BYUI 10th Ward - University Blvd. & 5th W - 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
C151 Free Text Todd Smith : Broadband Open 10 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.
C111 Free Text Kyle Baldwin : P&Z Open 4 Please specify parking stall and drive aisle dimensions.
Please specify sidewalk widths.
Please show snow storage locations with area calculations.
C122 Free Text Joel Gray : PW Open 7 How is runoff from field being handled?
C171 Callout Joel Gray : PW Open 9 Sewer line alignment
C171 Callout Joel Gray : PW Open 9 Water line Alignment with vales to isolate for futre extension.
C151 Free Text Joel Gray : PW Open 10 Class 50 ductile iron pipe required in right of way
C503 Callout Joel Gray : PW Open 13 Front Bollards must be inside of enclosure
# 22-00669
Short Plat
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: 03.13.2023
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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COCO
CO CO
EX TOP OF 18"
SD CMP PIPE
TO REMAIN
EX 24" SD PLASTIC
PIPE TO REMAIN
EX CB TO REMAIN
GRATE=4883.00
INV=4878.31
EX SDMH TO REMAIN
RIM=4900.31
S INV=4896.13
E INV=4895.97
W INV=4895.87
EX CB TO REMAIN
GRATE=4900.59
INV=4897.32
EX SHOULDER TO
REMAIN
EX CURB & GUTTER
TO REMAIN
4
9
0
0
489
2
489
4
4
8
9
6
4
8
9
8
4
9
0
2
4
9
0
4
48
9
4
489
6
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX 10' ASPHALT PATHWAY
TO BE REPLACED
N80° 43' 00"E
316.81'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
S0
0
°
1
6
'
3
0
"
E
30
4
.
5
0
'
87.48
EXIST
87.72
EXIST
96.25
EXIST
96.73
EXIST
4
.
3
%
3.2%3.6%
1
.
2
%
1.
5
%
1.
0
%
1.
6
%
1.
6
%
99.11
EXIST
96.34
EXIST
4.
6
%
0.
6
%
1.
5
%
1.9%
3.6%
2.
3
%
4.
1
%
3.7%1.5%
1.3%1.6%
4.8%1.7%
4.
6
%
4.
6
%
1.
5
%
1.
5
%
0.
7
%
3.6%4.0%
1.6%3.0%
1.9%2.3%
2.
0
%
2.
0
%
1.9%
2.0%
1.9%
1.
9
%
1.
9
%
1.8%
2.0%
2.0%
2.
9
%
4.
5
%
4.6%
4.8%
1.8%
1.8%
1.8%
3.3%
2.8%
2
.
2
%
2.7%2.
3
%
3.1
%
1.
8
%
1.6%
1.
5
%
2
.
9
%
3.0
%
3.4
%
3.5
%
3.6
%
3.5%
3.8%
3.7%
3.3%
3.9%
3.8%
1.4%
2.
8
%
3
.
2
%
7.
9
%
1.5%
6.4%
5.5%
7.6%
9.1%
14.5%
10.9%
9.3%
8.4%
10.0
%
2
1
.
9
%
15.4
%
3
0
.
6
%
4.3%
94.21
EXIST
1.06
EXIST
2.00
EXIST
3.79
EXIST
2.72
EXIST
2.00
EXIST
0.00
EXIST
2.00
EXIST
4.00
EXIST
4.5%
3.
1
%
94.00
TBC
93.70
TBC
93.70
TBC
93.74
TBC
93.25
TOC
93.41
TOC
93.71
TOC
93.55
TOC
94.05
TBC 94.10
TBC
94.20
TBC
94.50
TBC
2
.
2
%
92.50
TBC
92.20
TBC 92.60
TBC
92.60
TBC
92.10
TBC
92.70
TBC
93.00
TBC
93.73
TOC
92.20
TOC
93.80
TOC
95.35
TOC
97.27
TOC
95.42
TOC
95.50
TOC
95.50
TOC
95.42
TOC
95.00
FG
95.00
FG95.00
FG
93.15
TBC
92.99
TBC
92.75
TBC
92.55
TBC
92.35
TBC
91.75
TBC
91.49
TBC
90.70
TBC
92.83
TBC
92.34
TBC
92.08
TBC
91.30
TBC
93.70
TBC
93.75
TBC
94.10
TOC
94.10
TOC
93.66
TBC
93.58
TBC
93.55
TBC
93.65
TBC
94.22
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.50
TOC
95.42
TOC
95.50
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
97.75
TOC
98.00
TOC
97.75
TOC
95.70
TBC
95.75
TBC
0.29
TBC
94.65
TOC
95.20
TOC
95.40
TOC
94.90
TOC
95.08
TBC
94.78
TBC
95.26
TOC
93.82
TOA
94.45
TOA
94.90
TOC
95.40
TOC
94.45
TOA
94.78
TBC
95.28
TOC
95.15
TOC
95.05
TOC
94.60
TOC
94.65
TOC
95.35
TOC
97.05
TOC
94.93
TBC 95.03
TBC
94.53
TOC
94.10
TOA
94.25
TOA
97.05
TOC
97.05
TOC
96.35
TBC
96.35
TBC
96.70
TBC
96.82
TBC
96.94
TBC
96.94
TBC
94.95
TOC
94.83
TBC
98.15
TBC
97.36
TBC
97.14
TBC
96.39
TBC
96.18
TBC
96.00
TBC
96.51
TBC
96.71
TBC
97.30
TBC
97.60
TBC
97.02
TBC
96.83
TBC
96.34
TBC
96.51
TBC
96.73
TBC
97.48
TBC
97.69
TBC
98.50
TBC
0.04
TBC
0.04
TBC
0.39
TBC
98.54
TBC
0.25
TBC
99.65
TBC
99.65
TBC
99.90
TBC
98.35
TBC
98.05
TBC
97.85
TBC
97.24
TBC
99.00
TOC
96.65
TOC
96.90
TBC
97.15
TOC
95.03
TOC
95.15
TOC
95.65
TOC 95.53
TOC
94.80
TOA
[
4
]
[
2
]
[
9
9
]
[
9
8
]
[ 9
9
]
[ 9
7
]
[
9
7
]
[ 91 ]
NEW SD CURB INLET BOX
GRATE: 4896.34'
IE: 4892.84'
SD SD
NEW SD CATCH BASIN
GRATE: 4893.90'
IE: 4890.40'
NEW 53 LF 12" HDPE
@ 4.60% SLOPESD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
NEW SD CURB INLET BOX
GRATE: 4897.19'
IE: 4893.69'
NEW 99 LF 12" HDPE
@ 0.86% SLOPE
NEW 141 LF 12" HDPE
@ 0.35% SLOPE
NEW SD CATCH BASIN
GRATE: 4893.25'
IE: 4889.75'
NEW 176 LF 12" HDPE
@ 2.93% SLOPE
NEW 72 LF 18" HDPE
@ 2.55% SLOPE
NEW SD CO BOX
GRATE: 4890.00'
IE: 4884.48'
NEW SD CURB INLET BOX
GRATE: 4891.84'
IE: 4888.34'
NEW 118 LF 12" HDPE
@ 3.27% SLOPE
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4890.21'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4890.68'
94 L.F. NEW 8" HDPE
@ 0.50%
80 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4891.08'
83 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4891.50'
12" AREA DRAIN
GRATE: 4893.75'
I.E.: 4890.75'
23 L.F. NEW 8" HDPE
@ 16.00%
169 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.00'
I.E.: 4889.90'
92 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4893.25'
I.E.: 4889.44'
96.40
TOA
3.4%
4.7%
3 STEPS
93.92
TOC
95.00
TOC
95.45
TOC
94.50
TOA
2.
5
%
0.
9
%
94.88
TOC
95.33
TBC
1.9%
1.
9
%
1.
1
%
2.
0
%
2.0
%
2.0%
2.0%
93.70
TBC
1.
4
%
1.
6
%
1.
7
%
3.2
%
3.8%
1.
5
%
95.42
TOC
3.6%
95.15
TOC
3
0
.
8
%
1
.
8
%
1.
7
%
1.
6
%
95.05
TOA
94.80
TOA
2.3%0.8%1.1%
1.7
%2.2
%
2.
2
%
2.9%
NEW 47 LF 18" HDPE
@ 0.35% SLOPE
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
85.47
EXIST
85.47
TOC
86.57
EXIST
86.57
TOC
88.62
EXIST
88.62
TOC
91.48
EXIST
91.48
TOC
93.54
EXIST
93.54
TOC
95.15
EXIST
95.15
TOC
97.17
EXIST
97.17
TOC
99.21
EXIST
99.21
TOC 5.04
TOC
S
SCURB AND GUTTER
TO BE REPLACED
@ NEW DRIVE APPROACH
6.33
EXIST
6.33
TOC
END OF NEW
CONCRETE
TRAIL
23.26'
TP 14
EX SURFACE: 4901.50'
BEDROCK: 4897.50'
TP 15
EX SURFACE: 4898.00'
BEDROCK: 4894.50'
TP B2
EX SURFACE: 4894.00'
BEDROCK: 4888.85'
TP 13
EX SURFACE: 4897.50'
BEDROCK: 4891.00'
TP 12
EX SURFACE: 4901.50'
BEDROCK: 4895.35'
TP B5
EX SURFACE: 4900.50'
BEDROCK: 4896.00'
TP B3
EX SURFACE: 4895.50'
BEDROCK: 4891.00'
TP B4
EX SURFACE: 4897.75'
BEDROCK: 4894.25'
TP B1
EX SURFACE: 4891.00'
BEDROCK: 4886.50'
TP 2
EX SURFACE: 4889.50'
BEDROCK: 4885.50'
TP 4
EX SURFACE: 4892.50'
BEDROCK: 4887.75'
TP 5
EX SURFACE: 4894.00'
BEDROCK: 4889.75'
EX SURFACE: 4887.00'
BEDROCK: 4882.25'
EX SURFACE: 4889.00'
BEDROCK: 4887.00'
3.6%
5.4%
96.85
TBC
97.80
TBC
3.1
%
97.54
TBC
7 STEPS
92.00
TOC
88.50
TOC
NEW SD CURB INLET BOX
NEW 72 LF 18" HDPE
@ 1.26% SLOPE
4.4%
94.00
TOA
NEW SD CATCH BASIN
GRATE: 4887.75'
IE (E): 4884.75'
IE (S): 4885.75'
SD
SD
SD
SD SD SD
SD
20 L.F. NEW 8" HDPE
@ 6.25%
I.E.= 4888.96'
SD
SD
SDNEW 76 LF 12" HDPE
@ 0.35% SLOPE
92.34
TBC
97.65
TOC96.95
TOC
96.85
TOC
96.50
TOC
95.70
TOC
95.80
TOC96.60
TOC
4.8%
4.8%
5.
0
%
4.5%
0
.
9
%
98.50
TBC
NEW SD CATCH BASIN
GRATE: 4896.30'
IE: 4889.90'
NEW SD CURB INLET BOX
GRATE: 4896.65'
IE: 4893.00'
S
D
S
DNEW 57 LF 12" HDPE
@ 5.44% SLOPE
0
.
7
%
GENERAL NOTES:
SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND
REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED
AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557
EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE
CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR
SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER,
VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED
IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S
FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR
VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.
ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE,
UNLESS OTHERWISE NOTED.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN.
STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH
DETAIL, SEE DETAIL 'M', SHEET C521.
12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L",
SHEET C521.
STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301,
FOR TRENCHING DETAIL.
ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL.
TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL.
STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM
AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION
OF 38,892 C.F. REQUIRED RETENTION = 37,896 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS
PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION
PORT.
LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING
ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE
WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE.
STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID.
6" HDPE PIPE FROM ROOF DRAIN.
STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE.
1
3
5
6
4
8
9
10
11
2
7
COMMON GRADING ABBREVIATIONS:
SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS
-BFE BASEMENT FLOOR ELEVATION
-BW FINISH GRADE AT BOTTOM OF WALL
-EX or EXIST EXISTING
-EOA EDGE OF ASPHALT
-EOC EDGE OF CONCRETE
-FFE FINISH FLOOR ELEVATION
-FG FINISH GRADE
-FL FLOW LINE
-GB GRADE BREAK
-HP HIGH POINT
-LP LOW POINT
-NG NATURAL GROUND
-SDCB STORM DRAIN CATCH BASIN
-SDCO STORM DRAIN CLEANOUT BOX
-SDDB STORM DRAIN DRAIN BASIN
-SDMH STORM DRAIN MANHOLE
-TBC TOP BACK OF CURB
-TOA TOP OF ASPHALT
-TOC TOP OF CONCRETE
-TOG TOP OF GRATE
-TOW TOP OF WALL
-TW FINISH GRADE AT TOP OF WALL
-WW WATERWAY
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Grading and
Drainage Plan
C122
SCALE: 1" =
NORTH
20'
0 10'20'40'60'
4
12
4
2
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COCO
CO CO
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EX SHOULDER TO
REMAINEX SHOULDER TO
REMAIN
48
9
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4880
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4876
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4878
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EX 10' ASPHALT PATHWAY
TO BE REPLACED
S89° 40' 10"E
165.11'
S89° 39' 20"E
86.98'
N80° 43' 00"E
316.81'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
3
0
"
W
13
2
.
0
0
'
S89° 43' 30"W
330.00'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
N0
0
°
1
6
'
5
0
"
W
18
5
.
7
0
'
S0
0
°
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6
'
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0
"
E
30
4
.
5
0
'
SD
SD
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SD SD SD SD
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SCALE: 1" =
NORTH
30'
0 15'30'60'90'
1
2
3
GENERAL NOTES:
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C5.04 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LOCAL AGENCY'S EROSION CONTROL
STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE AGENCY
HAVING JURISDICTION. ALSO INSPECTORS WILL HAVE THE RIGHT TO CHANGE THE FACILITIES AS NEEDED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE LOCATIONS OF ALL EXISTING
UTILITIES. IF CONFLICTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO
CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL.
WHEN GRADING OPERATIONS HAVE BEEN COMPLETED AND THE DISTURBED GROUND SHALL BE LEFT
"OPEN" FOR 30 DAYS OR MORE THE AREA SHALL BE FURROWED PARALLEL TO THE CONTOURS OF THE
AREA.
THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES TO ACCOMMODATE PROJECT PLANNING.
MAINTENANCE:
THE OWNER'S REPRESENTATIVE SHALL MAKE ROUTINE CHECKS ON ALL EROSION CONTROL MEASURES TO
DETERMINE IF REPAIRS OR SEDIMENT REMOVAL IS NECESSARY. DUE TO CONDITIONS THAT MAY ARISE IN
THE FIELD, ADDITIONAL CONTROL MAY BE DETERMINED TO BE NECESSARY.
SILT FENCE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT THE LEAST
DAILY DURING PROLONGED RAINFALL.
CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCES, END RUNS, AND
UNDERCUTTING BENEATH SILT FENCING.
NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SILT FENCING SHALL BE ACCOMPLISHED
PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE
LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
SILT FENCE AS SHOWN ON PLAN. SEE DETAIL 'C3', SHEET C571.
INLET PROTECTION AROUND EXISTING OR NEW STORM DRAIN CATCH BASINS OR CURB INLETS. SEE
DETAIL 'A1', SHEET C571.
TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 'C1', SHEET C71. LOCATION SHOWN IS
SUGGESTIVE. CONTRACTOR TO RELOCATE AS NEEDED.
CONCRETE WASHOUT AREA. SEE DETAIL 'A3', SHEET C571. LOCATION SHOWN IS SUGGESTIVE.
CONTRACTOR TO RELOCATE AS NEEDED.
PORTABLE TOILET. SEE DETAIL 'C5', SHEET C571. LOCATION SHOWN IS SUGGESTIVE. CONTRACTOR
TO RELOCATE AS NEEDED.
TOPSOIL STOCK PILE AREA. MAINTAIN SILT FENCE AROUND PERIMETER AT ALL TIMES. CONTROL
DUST FROM PILE BY EITHER COVERING OR KEEPING MOIST. LOCATION SHOWN IS SUGGESTIVE.
CONTRACTOR TO RELOCATE AS NEEDED.
4
5
6
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EX SHOULDER TO
REMAINEX SHOULDER TO
REMAIN
EX CURB & GUTTER
TO REMAIN
EX
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EX 10' ASPHALT PATHWAY
TO BE REPLACED
S89° 40' 10"E
165.11'
S89° 39' 20"E
86.98'
N80° 43' 00"E
316.81'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
3
0
"
W
13
2
.
0
0
'
S89° 43' 30"W
330.00'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
N0
0
°
1
6
'
5
0
"
W
18
5
.
7
0
'
S0
0
°
1
6
'
3
0
"
E
30
4
.
5
0
'
SD
SD
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
S
S
S
S
S
S
S
S
SD
EX SSMH 13 4.0' Ø
RIM = 4874.67'
IE (E) = 4862.87'
EX SSMH 12
EX 12" PVC
EX 12" PVC
120' @ 1.04%
EX PLUGGED END
IE = 4864.12'
S
22.00'
S
S
S
S
S
SSSSSSSSS
S
S
NEW SSMH 5' Ø
RIM = 4876.14'
IE (W) = MATCH EX / 4864.12'
IE (S) = 4864.32'
IE (E) = 4864.32'
NEW SSMH 4' Ø
RIM = 4877.38'
IE (N) = 4865.12'
IE (S) = 4865.32'
NEW 8" PVC
SEWER MAIN
108' @ 0.75%
NEW SSMH 4' Ø
RIM = 4883.85'
IE (N) = 4872.00'
NEW 8" PVC
SEWER MAIN
400' @ 1.67%
NEW SSMH 4' Ø
RIM = 4885.94'
IE (W) = 4873.80'
IE (E) = 4874.00'
NEW 10" PVC
SEWER MAIN
330' @ 2.87%
NEW SSMH 4' Ø
RIM = 4905.23'
IE (W) = 4893.50'
NEW 10" PVC
SEWER MAIN
400' @ 4.87%
NEW 6" WYE
TIE-INEX PLUGGED END
EX 12" WATER LINE
EX 12" WATER LINE
EX 12" WATER LINE
STUB FOR TIE ON
W
W
W
W
W
W
W
W
W
W
W
W
W
45° BEND
45° BEND
TIE ON TO EX
STUBBED END
NEW 38 L.F. 12"
WATER LINE
NEW 52 L.F. 12"
WATER LINE
12" x 8" REDUCER
NEW 422 L.F. 8"
WATER LINE
S
TIE ON TO EX
STUBBED END
45° BEND
45° BEND NEW 47 L.F. 12"
WATER LINE
11.25° BEND
NEW 133 L.F. 12"
WATER LINE
11.25° BEND
NEW 472 L.F. 12"
WATER LINE
NEW 100 L.F. 12"
WATER LINE
CAP END FOR
FUTURE CONNECTION
SD SD
SD
SD
SD
SD
SD
SD SD SD SD
S
D
SCALE: 1" =
NORTH
30'
0 15'30'60'90'
1
2
7
9
11
12
14
GENERAL NOTES:
CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL DRAWINGS.
ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY
STANDARDS & SPECIFICATIONS.
ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING
MUNICIPALITY STANDARDS & SPECIFICATIONS.
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND
OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES.
MAINTAIN A MINIMUM OF 5 FEET OF COVER ON ALL WATER LINES.
CONTRACTOR IS TO COORDINATE LOCATIONS OF NEW TELEPHONE SERVICE TO BUILDING WITH CENTURY
LINK. A PVC CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE IS REQUIRED FOR SERVICE THROUGH
PROPERTY, COORDINATE SIZES AND LOCATION WITH CENTURY LINK.
CONTRACTOR IS TO SUBMIT SITE PLAN TO DOMINION ENERGY FOR DESIGN OF GAS LINE SERVICE TO
BUILDING. CONTRACTOR TO COORDINATE WITH DOMINION ENERGY FOR CONTRACTOR LIMITS OF WORK
VERSUS DOMINION ENERGY LIMITS.
LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. CONTRACTOR IS TO
VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT T-PATCH / REPAIR PER CITY STANDARD DETAIL.
INSTALL NEW FIRE HYDRANT PER ANSI/AWWA STANDARD DETAIL.
CONNECT NEW 2" POLY PIPE WATER SERVICE LINE TO EXISTING CULINARY METER AND STUBBED
LATERAL, PER ANSI/AWWA STANDARDS AND SPECIFICATIONS.
6" PVC SDR-35 SANITARY SEWER LATERAL @ 1.00% MINIMUM SLOPE, INCLUDING NEW CLEANOUTS
PER EAGLE MOUNTAIN STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 6" SEWER
LATERAL STUB. LATERAL PER ANSI/AWW STANDARD.
APPROXIMATE LOCATION OF NEW NATURAL GAS LINE. CONTRACTOR TO COORDINATE SIZE, DESIGN
AND INSTALLATION BY INTERMOUNTAIN GAS WITH OTHER CONSTRUCTION.
APPROXIMATE LOCATION OF NEW NATURAL GAS METER(S). CONTRACTOR TO COORDINATE SIZE,
DESIGN AND INSTALLATION WITH INTERMOUNTAIN GAS AND WITH MECHANICAL PLANS.
UNDERGROUND CABLE AND POWER LINES. CONTRACTOR TO COORDINATE WITH COMCAST AND
ROCKY MOUNTAIN POWER. SEE ELECTRICAL SITE PLAN FOR POWER CONNECTIONS.
TELEPHONE LINE. CONTRACTOR TO PROVIDE TRENCHING 30" DEEP X 24" WIDE THEN BACKFILL AS
REQUIRED. SEE ELECTRICAL SITE PLAN FOR COMMUNICATIONS CONNECTIONS.
INSTALL 2" STOP AND WASTE FOR IRRIGATION, CONNECT TO NEW 2" WATER LATERAL PER
ANSI/AWWA STANDARDS AND SPECIFICATIONS. SEE LANDSCAPE PLANS FOR DETAILS.
NEW 6" FIRE SERVICE WATER LINE TO BUILDING PER ANSI/AWWA STANDARDS AND SPECIFICATIONS.
3/4" POLY PIPE WATER LINE FROM PROPOSED BUILDING TO THE PAVILION DRINKING
FOUNTAIN. SEE PLUMBING PLANS FOR COORDINATION AND FOR DETAILS.
SEWER CLEANOUT AND 6" PVC SEWER LINE FOR USE IN CLEARING SEWER LINES WITHIN
THE BUILDING FROM OUTSIDE (TYPICAL CHURCH DESIGN) SEE STANDARD CHURCH DETAIL 'C'
SHEET C5.01.
2" POLY PIPE WATER SERVICE LINE, PER ANSI/AWWA STANDARD, DETAIL '541'.
NEW 8" PVC C-900 FIRE SERVICE WATER MAIN LOOP PER ANSI/AWWA STANDARDS AND
SPECIFICATIONS.
8" PVC C-900 WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING.
12" PVC C-900 WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING.
CONNECT NEW 12" PVC C-900 WATER LINE TO EXISTING 12" WATER MAIN, PER GOVERNING BODY
STANDARDS AND SPECIFICATIONS.
STUB ON NEW 1" WATER SERVICE LINE, PER CITY OF REXBURG STANDARDS.
4' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS.
5' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS.
8" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS.
10" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS.
STUB ON NEW 4" PVC SDR-35 SANITARY SEWER LATERAL, INCLUDING ALL FITTINGS, PER CITY OF
REXBURG STANDARDS.
6
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Site Utility Plan
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