HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (1) 3.3.22 - 21-00514 - Wight Subdivision - RPR6N40E175400 - Short Plat-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Wight Subdivision - RPR6N40E175400 - Short Plat
Address : RPR6N40E175400
Application Type :
Document Filename : INFRASTRUCTURE PLAN Rev. (1) 3.3.22 - 21-00514 - Wight Subdivision - RPR6N40E175400 - Short 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
C2.0 Callout Joel Gray : PW Open 4 Note does not match plan view.
C.3.0 Callout Joel Gray : PW Open 5 Why second service?
C.3.0 Callout Joel Gray : PW Open 5 11' minimum for removal
C.3.0 Callout Joel Gray : PW Open 5 Is swale necessary? Water is flowing north.
C.3.1 Callout Joel Gray : PW Open 6 Should be 6"
C.3.1 Callout Joel Gray : PW Open 6 4"
# 21-00514
Short Plat
Report Date: 03.16.2022
Approval of plans does not constitute approval of variance from code
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
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2194 Snake River Pkwy, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CITY REVIEW SET
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
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2194 Snake River Pkwy, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CITY REVIEW SET
LD-4913-22
CJF
JBF
CJF
03/03/2022
GENERAL NOTES
2ND EAST ROAD IMPROVEMENTS
REXBURG, IDAHO
2
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1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURGENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS (2016), AND IDAHO STANDARDSFOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2020).2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED OF ATAN APPROVED LOCATION.3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF REXBURG AND IDAHOSTANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARDS THE SPECIFICATIONS AND DRAWINGS AREAVAILABLE ONLINE AT: http://rexburg.org/4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CITY OFREXBURG STANDARDS.5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TOBE REMOVED.7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BYTHE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTION.9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED.10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THECONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALLIMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THEPROPOSED CHANGES.11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUSTABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER ACT.12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS.13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THECONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCINGWORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HISFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREAUNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCEWITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THECONSTRUCTION AREA.16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANSON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGNENGINEER.17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, ASREQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARINGAND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH,UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS,RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THEFOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSEDOF OFF SITE.18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIORTO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THEGEOTECHNICAL REPORT.20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINESINCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERALCONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRACOSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/ORSUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ANDCITY STANDARDS.22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLSGREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHINTHE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINALACCEPTANCE.1.THE W
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
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2194 Snake River Pkwy, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CITY REVIEW SET
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N
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A
N/AN/AN/AN/A
LD-4913-22
CJF
JBF
CJF
03/03/2022
LEGEND
2ND EAST ROAD IMPROVEMENTS
REXBURG, IDAHO
3
C
.
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W
5
3
1
.
5
1
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N89°58'23"W 357.25'
S89°48'54"E 623.00'
LOT 1
1.62 AC
LOT 2
1.55 AC
LOT 3
1.50 AC
S89°58'23"E 422.05'
30'
CROSS ACCESS
EASEMENT
48
7
4
487
4
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4
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P.U.E.
A=131.83
R=1550.000
D=4°52'24"
C=131.79
CB=S6° 37' 39"W
A=102.77
R=1550.000
D=3°47'56"
C=102.75
CB=S2° 17' 29"W
S0°23'31"W 32.68'
S9°03'51"W 19.35'
1 5
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2 3 4
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SN
0 30'60'
SCALE: 1" = 30'
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4873.96'
N: 793992.91'
E: 758743.85'
FOUND: RBNC BENT
CP#2
ELEV: 4874.83'
N: 794312.56'
E: 758745.21'
FOUND: RBAC
CP#3
ELEV: 4875.97'
N: 794316.31'
E: 758703.19'
FOUND: RBAC
CP#
CONTROL POINTS
1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS &
ELEVATIONS PRIOR TO ORDERING MATERIALS FOR
CONSTRUCTION.
2.SIDEWALK, CURB AND GUTTER OFF-SITE TO BE COMPLETED
BY OTHERS
3.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
4.ALL ELEVATIONS ARE FG
SHEET NOTE
BASIS OF BEARING
DEMOLITION/EXISTING KEY NOTES:
EXISTING ASPHALT, 2' SAW CUT AS REQUIRED
REMOVE AND RELOCATE POWER POLE (BY OTHERS)
D01
D02
PROTECT IN PLACE NOTES:
EXISTING 12" WATER LINE
EXISTING WATER GATE VALVE
EXISTING FIRE HYDRANT
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MANHOLE
EXISTING ASPHALT
EXISTING TELECOMMUNICATIONS BOX
EXISTING STREET SIGN
EXISTING GAS LINE
EXISTING FIBER OPTIC BOX
EXISTING BILLBOARD
EXISTING CURB & GUTTER
EXISTING ASPHALT WALKWAY
NOT USED
EXISTING IRRIGATION BOX
EXISTING OVERHEAD POWER
EXISTING POWER POLE
EXISTING GUY-WIRE
EXISTING APPROACH
EXISTING EDGE OF ASPHALT
EXISTING 8" WATER LINE
EXISTING WATER SERVICE LINE
P01
P02
P03
P04
P05
P06
P07
P08
P09
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT
WAS PERFORMED ON THE GROUND BY A LICENSED LAND
SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE
OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES
SHOWN ON THIS SITE PLAN IN ACCORDANCE
WITH SAID SURVEY.
SURVEY NOTE
BEARINGS SHOWN HEREIN ARE BASED ON THE IDAHO STATE PLANE COORDINATE
SYSTEM, EAST ZONE, NAD 83 DATUM. DISTANCES SHOWN HEREON ARE GROUND
DISTANCES USING AN AVERAGE PROJECT ELEVATION OF 4900 FEET.
P02P03
P04
P05
P06
P07
P08
P03
P05
P05
P07
P07
P07
P08
P10
P12
P13
P11
CP#1
CP#2
CP#3
P15
P01
P01
P01
P22
P01
P02
P02
P04
P04
P04
P04
P06
P06
P09
P09
P09
P09
P09
P07
P16
P17
P17
P17
D02
D02
P16
P16
P16
P16
P16
P18
P18
P19
P19
P19
P20
P20
P20
P20
P20
D01
D01
D01
D01
NO
R
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2
N
D
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A
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P21
P21
PRE
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03/03/22PRE
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LOT 1
1.62 AC
LOT 2
1.55 AC
LOT 3
1.50 AC
487
7
4876
4877
TOC: 4876.41
TOC: 4877.22
TOC: 4877.38
TOC: 4876.56
R
1
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3
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8
.
3
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6
.
5
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99.9'
118.3'
47'
106.1'
85.7'
40'
7
'
TOC: 4876.80
TOC: 4876.96
METOC: 4876.18
METBC: 4876.03
METOA: 4876.28
METOA: 4876.31
METOA: 4876.37
METOA: 4876.51 METOA: 4876.40
METOA: 4876.34
METOA: 4875.67
METOA: 4876.01
TBC: 4877.08
R
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C.3.0
STORM DRAIN KEYNOTES
INSTALL 18" CURB CUT
STORM SWALE, SIZE PER PLANS
66
67
66
N
0 30'60'
SCALE: 1" = 30'
WATER KEYNOTES
INSTALL 8" DI WATER MAIN, LENGTH PER PLAN
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 8" 11.25° BEND W/ THRUST BLOCK PER STD IF-403
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" X 6" TEE
INSTALL 2" DI WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" DI FIRE SERVICE WATER LINE PER CITY OF REXBURG
STANDARDS
INSTALL 8" GATE VALVE
TIE INTO EXISTING 8" DI WATER MAIN
INSTALL 8" WATER MAIN PLUG
36
37
38
39
40
41
42
43
44
45
SITE PLAN KEYNOTES
INSTALL HEAVY DUTY ASPHALT (SEE DETAIL 1 SHEET C.3.1)
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL LANDSCAPE PER LANDSCAPE PLAN
COMMERCIAL APPROACH
01
02
03
04
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 6" SANITARY SEWER SERVICE, PIPE SIZE AND SLOPE PER
PLANS
51
52
53
01 02
02
03
NORTH 2ND EAST
6' MINIMUM
PROPOSED SURFACE
EXISTING SURFACE
C.3.1
1
2ND EAST IMPROVEMENTS
1 5
RE
V
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S
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S
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V
#
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PRELIMINARY
NOT FOR
CONSTRUCTION
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#
2 3 4
21
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36
36
37
37
37
37
38 39
39
39
51
51
51
52
52
52
53
53
53
42
41
41
41
44
43
42
40 40
40
02
40
42
45
CONTRACTOR TO FIELD
VERIFY LOCATION & DEPTH
CONTRACTOR TO FIELD
VERIFY LOCATION & DEPTH
465 LF OF 8" DI WATER MAIN LINE
04
EXISTING 8" DI WATER LINE
DRAINAGE SYSTEM CALCULATIONS
SYSTEM REQUIREMENTS:
DRAINAGE AREA OF "2ND EAST IMPROVEMENTS:"722 SF
STORM SWALE:205 CF
DESIGN STORM:1.33 IN
SEDIMENT FACTOR:15 %
STORM VOLUME REQUIRED:80 CF
SUMMARY:
STORAGE SYSTEM:STORM SWALE
TOTAL STORAGE REQUIRED:80 CF
TOTAL STORAGE PROVIDED:205 CF
HATCHING TO REPRESENT CONTRIBUTING DRAINAGE AREA
67
PRE
L
I
M
I
N
A
R
Y
N
O
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F
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C
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N
S
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I
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FOR
R
E
V
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W
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N
L
Y
03/03/22PRE
L
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A
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F
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CON
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FOR
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E
V
I
E
W
O
N
L
Y
Why second service?
11' minimum for removal
Is swale necessary?
Water is flowing north.
1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
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C
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S
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T
I
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www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CITY REVIEW SET
LD-4913-22
CJF
JBF
CJF
03/03/2022
SITE PLAN DETAILS
2ND EAST ROAD IMPROVEMENTS
REXBURG, IDAHO
6
C
.
3
.
1
S
C
A
L
E
:
1
C
.
3
.
1
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2
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2
%
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2
%
7
'
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C
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'
1
2
0
'
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O
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7'8'
2
.
5
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"
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"
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9
5
%
D
R
Y
D
E
N
S
I
T
Y
6" COMMERCIALCURB & GUTTERPER ISPWC20" PIT RUN GRAVE
L
FABRIC WRAP OUTER EDGES
F
A
B
R
I
C
W
R
A
P
O
U
T
E
R
E
D
G
E
S
PRELIMINAR
Y
N
O
T
F
O
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C
O
N
S
T
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U
C
T
I
O
N
F
O
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R
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V
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W
O
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L
Y
0
3
/
0
3
/
2
2
P
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N
A
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C
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4
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LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
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4
8
7
4
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4
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7
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4
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4875
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5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CITY REVIEW SET
10
CJF
JBF
CJF
03/03/2022
EROSION CONTROL PLAN
2ND EAST ROAD IMPROVEMENTS
REXBURG, IDAHO
7
C
.
4
.
0
L
E
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E
N
D
S
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