HomeMy WebLinkAboutINFRASTRUCTURE - 22-00888 - Teton River Temple Subdivision - Plat-Reviewed-Corrections-Required (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
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Teton River Temple Subdivision - Plat
Address : Approx. 1500 N 2nd E
Application Type :
Document Filename : INFRASTRUCTURE - 22-00888 - Teton River Temple Subdivision - 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
C.3.0 Callout Joel Gray : PW Open 6 Sewer and water stub outs required.
C.3.0 Callout Joel Gray : PW Open 6 Sewer and water stub outs required
C.3.0 Callout Joel Gray : PW Open 6 Does this tie into existing street?
C.3.0 Callout Joel Gray : PW Open 6 Sewer and water stub outs across 2nd East.
C.4.0 Callout Joel Gray : PW Open 7 Roadway to continue wideneing to highway off ramp
C.4.0 Callout Joel Gray : PW Open 7 Sidewalk to extend to parcel line.
C.4.4 Callout Joel Gray : PW Open 11 Signal pole behind sidewalk
C.4.4 Free Text Joel Gray : PW Open 11 and junction boxes
C.5.0 Callout Joel Gray : PW Open 12 5?
C.5.1 Callout Joel Gray : PW Open 13 4?
C.5.2 Callout Joel Gray : PW Open 14 4?
C.6.0 Callout Joel Gray : PW Open 15 Water valve needed.
C.6.1 Free Text Joel Gray : PW Open 16 Place water valves closer to intersections.
C.7.0 Free Text Joel Gray : PW Open 18 Water valves moved closer to intersection.
# 22-00888
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: 12.19.2022
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
C.7.1 Callout Joel Gray : PW Open 19 water valve on stub outs?
C.7.2 Free Text Joel Gray : PW Open 20 Water valve closer to intersection.
C.9.0 Callout Joel Gray : PW Open 24 East?
C.9.0 Free Text Joel Gray : PW Open 24 26 ft of asphalt minimum.
C.9.0 Callout Joel Gray : PW Open 24 East?
C.10 Free Text Joel Gray : PW Open 25 Has irrigation company okayed piping of ditch design?
Report Date: 12.19.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - COVER SHEET - 12/02/2022 03:08pm, tyler.melander 1
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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
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CITY REVIEW SET
www.horrocks.com
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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12/01/2022
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REXBURG, IDAHO
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.1_NOTES.dwg - GENERAL NOTES - 12/02/2022 03:09pm, tyler.melander 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
CITY REVIEW SET
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
P
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ID-6177-22
CJF
TLM
CJF
12/01/2022
GENERAL NOTES
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
C
.
1
.
1
1
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S
1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURGENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS (2016), AND IDAHO STANDARD
S
FOR PUBLIC WORKS CONSTRUCTION(ISPWC, 2021).2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED O
F
A
T
AN APPROVED LOCATION.3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STANDARD
S
UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS AREAVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR 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
T
O
BE REMOVED.7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRAD
E
B
Y
THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTIO
N
.
9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILE
D
.
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
A
L
L
IMPROVEMENT 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. T
H
E
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCI
N
G
WORK. 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 AR
E
A
UNTIL 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
T
H
E
CONSTRUCTION AREA.16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN
S
ON 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 CLEARIN
G
AND 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 DISPO
S
E
D
OF OFF SITE.18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRI
O
R
TO 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 DISCIPLIN
E
S
INCLUDED 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 WI
T
H
I
N
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FIN
A
L
ACCEPTANCE.
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.2_LEGEND.dwg - LEGEND - 12/02/2022 03:09pm, tyler.melander 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
CITY REVIEW SET
www.horrocks.com
P
A
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-6177-22
CJF
TLM
CJF
12/01/2022
LEGEND
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
3
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39.5'
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62.5'
EXISTING 10'IDAHO TRANSPORTATIONDEPARTMENT EASEMENTINST. NO. 175547 EXISTING 30'IDAHO TRANSPORTATIONDEPARTMENT EASEMENTINST. NO. 175547
EXISTING 33'
PRESCRIPTIVE
RIGHT-OF-WAY
EASEMENT
S
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.3_FINAL PLAT.dwg - Layout1 - 12/02/2022 03:10pm, tyler.melander 1
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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
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CITY REVIEW SET
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2194 Snake River Pkwy., Suite 205
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(208) 522-1223
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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
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
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#
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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BP: 7+50.00PI: 8+10.54 PI: 14+10.07
PI: 34+80.55
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1
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BVP: 8+10.54Overall HP: 8+10.54BREAK: 8+26.54BREAK: 8+31.04BREAK: 11+15.04BREAK: 14+10.07
BREAK: 17+65.18
BREAK: 18+54.19BREAK: 18+58.69
BREAK: 19+00.00
BREAK: 21+00.00
BREAK: 23+00.00
BREAK: 25+00.00
BREAK: 27+00.00
BREAK: 29+00.00
BREAK: 32+00.00
BREAK: 33+00.00
BREAK: 33+78.55BREAK: 33+83.05
BREAK: 34+72.05Overall LP: 34+72.05BREAK: 34+76.55
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PVI: 17+65.18
PVI: 18+54.19PVI: 18+58.69
PVI: 19+00.00
PVI: 21+00.00
PVI: 23+00.00
PVI: 25+00.00
PVI: 27+00.00
PVI: 29+00.00
PVI: 32+00.00
PVI: 33+00.00
PVI: 33+78.55PVI: 33+83.05
PVI: 34+72.05PVI: 34+76.55
PVI: 35+23.72
IR IRIRR IRIRR
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.3.0_SITE KEY MAP.dwg - Layout1 - 12/02/2022 03:15pm, tyler.melander 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
CITY REVIEW SET
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
P
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L
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N
A
R
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N
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O
N
ID-6177-22
CJF
TLM
CJF
12/01/2022
OVERALL SITE PLAN & KEYMAP
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
6
C
.
3
.
0
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STREET A
PLAN AND PROFILE 3
SHEET C.6.2
STREET A
PLAN AND PROFILE 2
SHEET C.6.1
STREET A
PLAN AND PROFILE 1
SHEET C.6.0
MOODY RD
PLAN AND PROFILE 3
SHEET C.5.2
MOODY RD
PLAN AND PROFILE 2
SHEET C.5.1
MOODY RD
PLAN AND PROFILE 1
SHEET C.5.0
2
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2ND EAST - IRRP&P 2 - SHEET C.10.1 2ND EAST - IRRP&P 1 - SHEET C.10.0
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+
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1
2
+
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3
+
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.
7
7
%
-3.15%-3.38%
-
3
.
2
8
%
-
2
.
9
5
%
-
1
.
5
0
%
L
O
W
P
T
S
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A
:
1
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.
0
0
L
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P
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L
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:
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6
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P
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:
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0
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:
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0
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0
0
BVCS: 11+50.00
BVCE: 4884.79
EVCS: 12+50.00
EVCE: 4882.65
GRADE BREAK STA = 7+92.31CL ELEV = 4896.07GRADE BREAK STA = 9+00.00CL ELEV = 4892.67
GRADE BREAK STA = 10+00.00
CL ELEV = 4889.29
GRADE BREAK STA = 10+50.00
CL ELEV = 4887.65
GRADE BREAK STA = 11+00.00
CL ELEV = 4886.17
GRADE BREAK STA = 13+00.00
CL ELEV = 4881.91
7+008+009+00
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
7+00 4897.508+00 4895.824893.979+00 4892.674890.95
1
0
+
0
0
4889.29
4887.72
1
1
+
0
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4886.17
4884.54
1
2
+
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4883.56
4881.29
1
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+
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4880.13 g
g
g
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7+008+009+00
1
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1
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1
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PI: 7+92.315'23'
4891
4890
4889
4888
4
8
8
7
4885
4884
4
8
8
3
48924893489448954896 489748994881488348864889489248954895
4
8
8
1
48954892
4
8
9
1
48
8
9
4
8
8
9
4
8
8
6
4
8
8
4
4
8
8
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488548894884
4
8
8
3
4
8
8
1
4
8
7
8
7+008+009+00
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
PI: 7+92.31
I
R
I
R
R
I
R
R
I
R
R
TBC: 4894.85TOC: 4893.62TOC: 4893.70 TOA:4894.50 TOA:4896.00Elevation4850486048704880489049004+00Elevation4850486048704880489049004+00
4
8
5
0
4
8
6
0
4
8
7
0
4
8
8
0
4
8
9
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4
9
0
0
3
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+
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5
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4
8
6
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8
7
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8
8
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0 - 4.4_P&P 2ND EAST.dwg - 2ND EAST PLAN AND PROFILE 1 - 12/02/2022 03:19pm, tyler.melan
d
e
r
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
CITY REVIEW SET
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
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
ID-6177-22
CJF
TLM
CJF
12/01/2022
2ND EAST PLAN AND PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
7
C
.
4
.
0
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
N
0
3
0
'
6
0
'
S
C
A
L
E
:
1
"
=
3
0
'
SHEET C.4.1
2ND EAST
P
L
A
N
A
N
D
P
R
O
F
I
L
E
1
2ND EAST
S
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1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB ISPROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS3. ALL ELEVATIONS ARE FG4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD.5. REFERENCE C.11.0 FOR STRIPING EXHIBIT SHEET NOTE
1
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13+0014+0015+00
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GRADE BREAK STA = 13+00.00CL ELEV = 4881.91GRADE BREAK STA = 13+69.96CL ELEV = 4881.08GRADE BREAK STA = 14+65.00CL ELEV = 4880.40GRADE BREAK STA = 15+49.96CL ELEV = 4880.02
GRADE BREAK STA = 16+18.45
CL ELEV = 4879.71
GRADE BREAK STA = 17+49.96
CL ELEV = 4880.37
GRADE BREAK STA = 18+11.50
CL ELEV = 4880.36
GRADE BREAK STA = 18+65.73
CL ELEV = 4880.09
GRADE BREAK STA = 18+90.75
CL ELEV = 4879.93
13+0014+0015+00
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PI: 18+59.73
PI: 18+65.73
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PI: 13+69.96PI: 15+49.96
PI: 17+49.96
PI: 18+59.73
PI: 18+65.73
SD
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TBC: 4881.44
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TBC: 4880.7515'P.U.E.4850 4860 4870 4880 4890 4900 4+004850486048704880489049004+00
4
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0 - 4.4_P&P 2ND EAST.dwg - 2ND EAST PLAN AND PROFILE 2 - 12/02/2022 03:20pm, tyler.melan
d
e
r
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
CITY REVIEW SET
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
P
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0
3
0
'
6
0
'
S
C
A
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E
:
1
"
=
3
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
2ND EAST PLAN AND PROFILE 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
8
C
.
4
.
1
SHEET C.4.2
2ND EAST
P
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1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB ISPROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS3. ALL ELEVATIONS ARE FG4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD.5. REFERENCE C.11.0 FOR STRIPING EXHIBIT SHEET NOTE
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0.50%-0.50%0.50%GRADE BREAK STA = 18+90.75CL ELEV = 4879.93GRADE BREAK STA = 19+43.21CL ELEV = 4880.19GRADE BREAK STA = 20+59.99CL ELEV = 4879.60GRADE BREAK STA = 21+16.03CL ELEV = 4879.88
GRADE BREAK STA = 22+06.94
CL ELEV = 4879.43
GRADE BREAK STA = 22+83.02
CL ELEV = 4879.81
GRADE BREAK STA = 23+95.86
CL ELEV = 4879.25
GRADE BREAK STA = 24+49.61
CL ELEV = 4879.51
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STA: 18+90.72SDMH-YRIM: 4880.58INV IN: 4876.41 12" (E)INV OUT: 4876.41 12" (S)STA: 18+90.75SD INLET-YRIM: 4879.82INV OUT: 4876.82 12" (W)STA: 20+60.00SD INLET-XRIM: 4879.49INV OUT: 4876.49 12" (W)STA: 20+60.03SDMH-XRIM: 4880.25INV IN: 4876.07 12" (E)INV OUT: 4876.07 12" (S)
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3LF OF 12" S.D. @ 0.00%TOC: 4880.08 TOC: 4880.16 TOC: 4880.86 TOC: 4880.79 TOG: 4879.82TOG: 4879.49
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Elevation485048604870 4880 4890 4900 4+00Elevation4850486048704880489049004+00
4
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0 - 4.4_P&P 2ND EAST.dwg - 2ND EAST PLAN AND PROFILE 3 - 12/02/2022 03:21pm, tyler.melan
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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
CITY REVIEW SET
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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
2ND EAST PLAN AND PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
9
C
.
4
.
2
SHEET C.4.3
2ND EAST
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1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB ISPROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS3. ALL ELEVATIONS ARE FG4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD.5. REFERENCE C.11.0 FOR STRIPING EXHIBIT SHEET NOTE
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0.50%-0.50%0.50%-0.50%-0.50%GRADE BREAK STA = 25+47.06CL ELEV = 4879.03GRADE BREAK STA = 26+02.40CL ELEV = 4879.30GRADE BREAK STA = 26+57.77CL ELEV = 4879.03GRADE BREAK STA = 26+77.77CL ELEV = 4879.13GRADE BREAK STA = 27+60.15CL ELEV = 4878.72
GRADE BREAK STA = 28+06.97
CL ELEV = 4878.95
GRADE BREAK STA = 29+38.58
CL ELEV = 4878.29
GRADE BREAK STA = 29+89.05
CL ELEV = 4878.55
GRADE BREAK STA = 30+95.47
CL ELEV = 4877.92
25+0026+0027+00
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PI: 25+50.77PI: 26+51.77
PI: 29+89.05
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STA: 25+47.03SDMH-URIM: 4879.68INV IN: 4875.50 12" (E)INV OUT: 4875.50 12" (N)STA: 25+47.06SD INLET-URIM: 4878.92INV OUT: 4875.92 12" (W)STA: 26+57.78SDMH-TRIM: 4879.68INV IN: 4875.50 12" (E)INV OUT: 4875.50 12" (S)STA: 26+57.78SD INLET-TRIM: 4878.92INV OUT: 4875.92 12" (W)
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PI: 25+50.77PI: 26+51.77
PI: 29+89.05
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TOG: 4878.92TBC: 4879.09 TBC: 4879.41 TOG: 4878.92TBC: 4879.40TBC: 4879.10 TOG: 4878.61
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4850 4860 4870 4880 4890 4900 4+004850486048704880489049004+00
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0 - 4.4_P&P 2ND EAST.dwg - 2ND EAST PLAN AND PROFILE 4 - 12/02/2022 03:21pm, tyler.melan
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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
CITY REVIEW SET
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
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:
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ID-6177-22
CJF
TLM
CJF
12/01/2022
2ND EAST PLAN AND PROFILE 4
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
0
C
.
4
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3
SHEET C.4.4
2ND EAST PLA
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1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB ISPROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS3. ALL ELEVATIONS ARE FG4. ALIGNMENT IS BASED OFF OF LIP OF CURB AND NOT CENTERLINE OF ROAD.5. REFERENCE C.11.0 FOR STRIPING EXHIBIT SHEET NOTE
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GRADE BREAK STA = 30+95.47CL ELEV = 4877.92GRADE BREAK STA = 31+69.05CL ELEV = 4878.29GRADE BREAK STA = 32+74.73CL ELEV = 4877.76
GRADE BREAK STA = 33+69.05
CL ELEV = 4878.23
GRADE BREAK STA = 34+20.03
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GRADE BREAK STA = 35+08.03
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.4.0 - 4.4_P&P 2ND EAST.dwg - 2ND EAST PLAN AND PROFILE 5 - 12/02/2022 03:22pm, tyler.melan
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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
CITY REVIEW SET
www.horrocks.com
P
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-6177-22
CJF
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12/01/2022
2ND EAST PLAN AND PROFILE 5
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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GRADE BREAK STA = 41+00.00CL ELEV = 4875.74GRADE BREAK STA = 41+57.62CL ELEV = 4875.45
GRADE BREAK STA = 44+00.00
CL ELEV = 4876.60
GRADE BREAK STA = 45+66.23
CL ELEV = 4875.77
CURB P.C. LT. STA = 41+00.00INTERSECTION ROAD C CL ELEV = 4875.74CURB P.C. LT. STA = 41+57.62CL ELEV = 4875.45 41+0042+0043+00
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STA: 41+01.26 (-22.61, L)SSMH - 6RIM: 4875.19INV IN: 4853.72 - 12" (E)292.29' of 12" S.S. @ 0.22%
STA: 43+93.55 (-22.61, L)
SSMH - 5
RIM: 4876.12
INV IN: 4854.46 - 12" (E)
INV OUT: 4854.36 - 12" (W)
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INV IN: 4855.07 - 12" (E)
INV OUT: 4854.97 - 12" (W)
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4875TBC: 4875.31 TOC: 4875.40TOA:4874.95 TOC: 4875.41 TOC: 4875.48TBC: 4875.31 TOA:4874.95TOC: 4875.48
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0 - 5.2_P&P MOODY.dwg - MOODY RD PLAN AND PROFILE 1 - 12/02/2022 03:28pm, tyler.meland
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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
CITY REVIEW SET
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
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SHEET C.8.2
ID-6177-22
CJF
TLM
CJF
12/01/2022
MOODY RD PLAN AND PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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GRADE BREAK STA = 48+66.72CL ELEV = 4877.28GRADE BREAK STA = 49+43.17CL ELEV = 4876.89
GRADE BREAK STA = 51+07.62
CL ELEV = 4877.71
GRADE BREAK STA = 51+65.00
CL ELEV = 4878.00
GRADE BREAK STA = 52+22.62
CL ELEV = 4877.71
GRADE BREAK STA = 53+23.68
STA = 51+65.00
INTERSECTION ROAD B CL ELEV = 4878.00
STA = 51+07.62
CL ELEV = 4877.71
CURB P.C. LT. STA = 52+22.62
CL ELEV = 4877.71
STA = 52+89.93
LOT LOCATION
47+0048+0049+00
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242.02' of 12" S.S. @ 0.22%STA: 48+65.60 (-22.61, L)SSMH -3RIM: 4876.82INV IN: 4855.70 - 12" (E)INV OUT: 4855.60 - 12" (W)
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INV IN: 4856.47 - 12" (E)
INV IN: 4856.47 - 12" (N)
INV OUT: 4856.37 - 12" (W)
↕ 21.22' (SS)
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16" BUTTERFLY VALVE
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5.5'TOG:4876.34
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TOA:4876.71 TBC: 4876.75
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TOA:4877.09 TBC: 4877.13Elevation48404850486048704880489039+00Elevation48404850486048704880489039+00
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0 - 5.2_P&P MOODY.dwg - MOODY RD PLAN AND PROFILE 2 - 12/02/2022 03:29pm, tyler.meland
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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
CITY REVIEW SET
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
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12/01/2022
MOODY RD PLAN AND PROFILE 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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GRADE BREAK STA = 53+23.68CL ELEV = 4877.21GRADE BREAK STA = 53+62.04CL ELEV = 4877.01GRADE BREAK STA = 54+06.59CL ELEV = 4876.79GRADE BREAK STA = 54+65.00CL ELEV = 4876.50
GRADE BREAK STA = 56+08.48
CL ELEV = 4877.32
GRADE BREAK STA = 56+34.12
CL ELEV = 4877.19
GRADE BREAK STA = 58+50.12
CL ELEV = 4878.27
GRADE BREAK STA = 58+81.95
CL ELEV = 4878.43
GRADE BREAK STA = 59+08.00
CL ELEV = 4878.82
CURB P.C. LT. STA = 58+38.12
CL ELEV = 4878.21
STA = 59+08.00
INTERSECTION 2ND CL ELEV = 4878.82
STA = 53+23.68CL ELEV = 4877.21STA = 53+62.04CL ELEV = 4877.01STA = 52+89.93LOT LOCATIONSTA = 54+39.93LOT LOCATION
STA = 58+81.95
CL ELEV = 4878.43
53+0054+0055+00
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365.11' of 12" S.S. @ 0.22%STA: 55+36.15 (-19.29, L)SSMH - 1RIM: 4876.52INV IN: 4857.37 - 12" (E)INV IN: 4857.37 - 12" (N)INV OUT: 4857.27 - 12" (W)
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INV IN: 4858.49 - 8" (E)
INV OUT: 4858.16 - 12" (W)
↕ 19.25' (SS)
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STA = 54+65.09T.O.W. = 4869.34
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STA: 59+32.91
16" CONNECTION TO EX. MAIN
STA: 58+34.78
16" BUTTERFLY VALVE
STA: 58+23.32
16" x 6" WATER TEE
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.5.0 - 5.2_P&P MOODY.dwg - MOODY RD PLAN AND PROFILE 3 - 12/02/2022 03:30pm, tyler.meland
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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
CITY REVIEW SET
www.horrocks.com
P
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G
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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MOODY RD PLAN AND PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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61+0062+0063+00
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GRADE BREAK STA = 61+00.00CL ELEV = 4878.62GRADE BREAK STA = 61+57.52CL ELEV = 4878.33
GRADE BREAK STA = 63+81.99
CL ELEV = 4877.21
GRADE BREAK STA = 64+23.99
CL ELEV = 4877.00
GRADE BREAK STA = 65+81.42
CL ELEV = 4876.21
STA = 61+00.00INTERSECTION OF STREET C CL ELEV = 4878.62CURB P.C. RT. STA = 61+57.50CL ELEV = 4878.33
STA = 64+23.99
CL ELEV = 4877.00
STA = 63+81.99
CL ELEV = 4877.21
61+0062+0063+00
6
4
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61+00 4878.624876.8362+00 4878.124876.2463+00 4877.624876.38
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4876.49
6
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4876.62
4876.69
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4876.70
6
7
+
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4876.81
4876.92
STA: 61+01.99 (5.81, R)SSMH - 17RIM: 4877.45INV OUT: 4866.70 - 8" (E)307.00' of 8" S.S. @ 0.40%
2
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STA: 64+08.99 (6.00, R)
SSMH - 16
RIM: 4876.96
INV IN: 4865.46 - 8" (W)
INV IN: 4865.46 - 8" (S)
INV IN: 4865.46 - 8" (N)
INV OUT: 4865.36 - 8" (E)
2
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STA: 66+39.02 (6.00, R)
SSMH - 15
RIM: 4876.38
INV IN: 4864.44 - 8" (W)
INV OUT: 4864.34 - 8" (E)
↕ 10.75' (SS)
↕
1
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STA = 65+81.46
T.O.W. = 4868.82
STA: 61+04.628" PLUGSTA: 61+18.278" x 6" WATER TEESTA: 61+57.548" GATE VALVE
STA: 63+96.99
8" x 8" CROSS
STA: 64+26.84
8" GATE VALVE
8
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TBC: 4878.19 TBC: 4878.19T
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TOC: 4878.29TOC: 4878.28
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0
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0.5%0.5%
2.1%
2.1%
2.1%2.1%2.1%1.5%
2.1%2.1%
TOA:4877.83
T
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:
4
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:
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TOA:4877.83TOC: 4878.36 TOC: 4878.36 6.5'233.5'
8
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TOC: 4878.55 TOC: 4878.62TBC: 4878.45
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:
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TBC: 4878.19 TBC: 4878.19TB
C
:
4
8
7
7
.
0
7
TB
C
:
4
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15' P.U.E.15' P.U.E.4850 4860 4870 4880 4890 4900 59+0048504860487048804890490059+00
4
8
5
0
4
8
6
0
4
8
7
0
4
8
8
0
4
8
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4
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4
8
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4
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0
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.0 - 6.2_P&P STREET A.dwg - STREET A PLAN AND PROFILE 1 - 12/02/2022 03:33pm, tyler.melan
d
e
r
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
CITY REVIEW SET
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
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
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N
H
O
R
R
O
C
K
S
E
N
G
I
N
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S
N
0
3
0
'
6
0
'
S
C
A
L
E
:
1
"
=
3
0
'
SHEET C.8.0
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET A PLAN AND PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
5
C
.
6
.
0
SHEET C.6.1
STR
E
E
T
A
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STREET A 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERECURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS3. ALL ELEVATIONS ARE FG SHEET NOTE
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1
6' MINIMUM
P
R
O
P
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S
E
D
S
U
R
F
A
C
E
EXISTING SURFACE600 LF OF 8" D.I. WATER MAI
N
L
I
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E
1
2
/
0
1
/
2
2
PRELIMIN
A
R
Y
N
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F
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Y
W ater v alv e needed.
67+0068+00
6
9
+
0
0
7
0
+
0
0
7
1
+
0
0
7
2
+
0
0
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3
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0
0
0
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5
0
%
-
0
.
5
0
%
-
0
.
5
0
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0.50%
0
.
5
0
%
0.50%GRADE BREAK STA = 68+54.05CL ELEV = 4877.59
GRADE BREAK STA = 68+96.05
CL ELEV = 4877.80
GRADE BREAK STA = 71+07.50
CL ELEV = 4878.85
GRADE BREAK STA = 71+65.00
CL ELEV = 4879.14
GRADE BREAK STA = 72+22.50
CL ELEV = 4878.85
CURB P.C. RT. STA = 71+07.50
CL ELEV = 4878.85
CURB P.C. RT. STA = 72+22.50
CL ELEV = 4878.85
STA = 71+65.00
INTERSECTION ROAD B CL ELEV = 4879.14
STA = 68+96.05
CL ELEV = 4877.80
STA = 68+54.05CL ELEV = 4877.59 67+0068+00
6
9
+
0
0
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0
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0
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67+00 4876.814876.9268+00 4877.314877.06
6
9
+
0
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4877.82
4877.15
7
0
+
0
0
4878.32
4877.07
7
1
+
0
0
4878.82
4877.50
7
2
+
0
0
4878.97
4877.47
7
3
+
0
0
4878.47
4877.55
STA: 66+39.02 (6.00, R)SSMH - 15RIM: 4876.38INV IN: 4864.44 - 8" (W)INV OUT: 4864.34 - 8" (E)242.03' of 8" S.S. @ 0.40%STA: 68+81.05 (6.00, R)SSMH - 14RIM: 4877.60
INV IN: 4863.37 - 8" (W)
INV IN: 4863.37 - 8" (S)
INV IN: 4863.37 - 8" (N)
INV OUT: 4863.27 - 8" (E)
2
8
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.
9
6
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S
.
S
.
@
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4
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STA: 81+06.00 (-6.00, L)
SSMH - 11
RIM: 4879.03
INV IN: 4862.11 - 8" (W)
INV IN: 4862.11 - 8" (E)
INV OUT: 4862.01 - 8" (S)
2
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0
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↕ 12.05' (SS)↕ 14.33' (SS)
↕
1
7
.
0
2
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(
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W
A
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W
A
T
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M
A
I
N
STA = 71+65.10
T.O.W. = 4871.71
STA: 68+50.568" x 6" WATER TEESTA: 68+69.058" x 8" CROSS
STA: 70+78.13
8" x 6" WATER TEE
STA: 71+07.70
8" GATE VALVE
STA: 71+59.00
8" WATER TEE
STA: 72+22.70
8" GATE VALVE
66+0067+0068+00
6
9
+
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1
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8
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8
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8
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2
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3
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0
SD SD 48774877487648764877487748774877
4
8
7
8
4
8
7
8
4
8
7
8
4
8
7
8
4877
4877
0.5%0.5%2.1%2.1%TBC: 4877.45
D
T
B
C
:
4
8
7
7
.
1
4
DTBC:4877.01
T
O
A
:
4
8
7
7
.
2
9
TOA:4877.10
T
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A
:
4
8
7
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.
3
0
TOA:4877.09
T
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:
4
8
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3
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:
4
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3
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:
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3
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:
4
8
7
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.
7
2
T
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C
:
4
8
7
7
.
7
9
TOC: 4877.64 TOC: 4877.57 TBC: 4877.44
T
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C
:
4
8
7
7
.
7
1
T
O
C
:
4
8
7
7
.
7
8
TOC: 4877.65TOC: 4877.58
T
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:
4
8
7
8
.
8
0
T
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C
:
4
8
7
8
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:
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:
4
8
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T
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:
4
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:
4
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:
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:
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:
4
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2.1%
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0
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5
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0
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T
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C
:
4
8
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:
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DTBC:4877.00
T
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:
4
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8.8'30'
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12'12'TOG: 4875.64TOG: 4875.62
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8" S.S.STA: 65+81.43SDMH-HRIM: 4876.12INV IN: 4872.59 12" (S)INV OUT: 4872.59 12" (E)STA: 65+81.32SDMH-IRIM: 4876.12INV IN: 4872.59 12" (N)INV OUT: 4872.59 12" (E)STA: 65+81.42SD INLET-HRIM: 4875.61INV OUT: 4872.61 12" (N)STA: 65+81.42SD INLET-IRIM: 4875.61INV OUT: 4872.61 12" (S)4LF OF 12" S.D. @ 0.50%4LF OF 12" S.D. @ 0.00%4LF OF 12" S.D. @ 0.50%3LF OF 12" S.D. @ 0.00%11.5'11.5'5.5'5.5'TBC: 4877.31
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.0 - 6.2_P&P STREET A.dwg - STREET A PLAN AND PROFILE 2 - 12/02/2022 03:34pm, tyler.melan
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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
CITY REVIEW SET
www.horrocks.com
P
A
G
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-6177-22
CJF
TLM
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12/01/2022
STREET A PLAN AND PROFILE 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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-0.50%0.50%GRADE BREAK STA = 74+26.06CL ELEV = 4877.84GRADE BREAK STA = 74+72.06CL ELEV = 4878.07
GRADE BREAK STA = 78+50.00
CL ELEV = 4880.22
GRADE BREAK STA = 78+77.35
CL ELEV = 4880.36
GRADE BREAK STA = 79+07.99
CL ELEV = 4880.91
CL P.C. STA = 78+50.00
CL ELEV = 4880.22
STA = 79+07.99
INTERSECTION 2ND CL ELEV = 4880.91
STA = 78+77.35
CL ELEV = 4880.36
STA = 74+72.06CL ELEV = 4878.07STA = 74+30.06CL ELEV = 4877.86 73+0074+0075+00
7
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73+00 4878.474877.5574+00 4877.974877.7175+00 4878.234877.65
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4877.88
7
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7
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4880.76
274.06' of 8" S.S. @ 0.40%STA: 74+45.06 (6.00, R)SSMH - 12RIM: 4877.81INV IN: 4863.31 - 8" (E)INV IN: 4863.31 - 8" (N)INV IN: 4863.31 - 8" (S)INV OUT: 4863.21 - 8" (W)
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SSMH -13
RIM: 4880.07
INV OUT: 4864.91 - 8" (W)
↕ 14.60' (SS)
↕
1
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8" WATER MAIN
8
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STA = 74+26.09T.O.W. = 4870.44
STA = 78+15.64
T.O.W. = 4872.51
STA: 74+57.068" x 8" CROSSSTA: 74+75.948" x 6" WATER TEE
STA: 78+09.66
8" x 6" WATER TEE
STA: 78+12.66
8" GATE VALVE
STA: 78+15.66
8" PLUG
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TBC: 4877.72 TBC: 4877.91
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:
4
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T
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TBC: 4877.71TBC: 4877.92
T
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:
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TOA:4877.57 TOA:4877.36 TOA:4877.37 TOA:4877.56
T
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:
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T
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TOC: 4877.85 TOC: 4877.92TOC: 4877.98 TOC: 4878.05TOC: 4877.99TOC: 4877.84 TOC: 4878.06TOC: 4877.91
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0.4%0.4%2.1%2.1%0.5%DTBC:4877.42DTBC:4877.26 DTBC:4877.41DTBC:4877.27
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2.1%
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8.8'6.5'
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TOG: 4877.28 TOG: 4877.25
T
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4878 154'153.9'
S
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SS PLUG - 3RIM: 4877.84INV OUT: 4863.51 8" (S)SS PLUG - 4RIM: 4877.73INV OUT: 4863.46 8" (N)SSMH - 12
8
"
S
.
S
.
8" S.S.51LF OF 8" SS @ 0.40%39LF OF 8" SS @ 0.40%STA: 74+25.96SDMH-KRIM: 4877.74INV IN: 4874.21 12" (N)INV OUT: 4874.21 12" (W)STA: 74+26.06SDMH-JRIM: 4877.74INV IN: 4874.21 12" (S)INV OUT: 4874.21 12" (W)STA: 74+26.06SD INLET-JRIM: 4877.23INV OUT: 4874.23 12" (N)STA: 74+26.06SD INLET-KRIM: 4877.23INV OUT: 4874.23 12" (S)4LF OF 12" S.D. @ 0.50%4LF OF 12" S.D. @ 0.00%
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4LF OF 12" S.D. @ 0.50%3LF OF 12" S.D. @ 0.00%30'11.5'11.5'5.5'5.5'
R
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TBC: 4877.70 TBC: 4877.20TBC: 4877.73
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15' P.U.E.15' P.U.E.4850 4860 4870 4880 4890 4900 59+0048504860487048804890490059+00
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.6.0 - 6.2_P&P STREET A.dwg - STREET A PLAN AND PROFILE 3 - 12/02/2022 03:35pm, tyler.melan
d
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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
CITY REVIEW SET
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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET A PLAN AND PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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GRADE BREAK STA = 81+00.00CL ELEV = 4879.14
GRADE BREAK STA = 84+94.68
CL ELEV = 4877.17
GRADE BREAK STA = 87+04.36
CL ELEV = 4876.12
STA = 81+00.00INTERSECTION ROAD A CL ELEV = 4879.14CL P.T. STA = 81+57.50CL ELEV = 4878.85
STA = 84+94.68
CL ELEV = 4877.17
STA = 85+36.68
CL ELEV = 4876.96
81+0082+0083+00
8
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STA: 81+06.00 (-6.00, L)SSMH - 11RIM: 4879.03INV IN: 4862.11 - 8" (W)INV IN: 4862.11 - 8" (E)INV OUT: 4862.01 - 8" (S)390.52' of 8" S.S. @ 0.40%
STA: 84+96.52 (-6.00, L)
SSMH -10
RIM: 4877.04
INV IN: 4860.45 - 8" (N)
INV OUT: 4860.35 - 8" (S)
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STA = 80+94.01T.O.W. = 4871.96
STA = 87+04.31
T.O.W. = 4868.78
STA: 80+94.008" WATER TEESTA: 81+57.658" GATE VALVE 8" WATER MAIN
STA: 84+89.50
8" x 6" WATER TEE
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TOA:4878.35TOC: 4878.80TOC: 4878.88TOC: 4878.80 TBC: 4878.71TOA:4878.35 TOC: 4878.80TBC: 4878.71TOA:4878.35TOC: 4878.88 TOC: 4878.88
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15' P.U.E.15' P.U.E.Elevation4840485048604870 4880 4890 4900 79+00Elevation484048504860487048804890490079+00
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.0 - 7.2_P&P STREET B.dwg - STREET B PLAN AND PROFILE 1 - 12/02/2022 03:40pm, tyler.melan
d
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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
CITY REVIEW SET
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
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SHEET C.6.2
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET B PLAN AND PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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STREET A SHEET C.6.2 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERECURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS3. ALL ELEVATIONS ARE FG SHEET NOTE
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87+0088+0089+00
9
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GRADE BREAK STA = 87+04.36CL ELEV = 4876.12GRADE BREAK STA = 88+72.04CL ELEV = 4876.97
GRADE BREAK STA = 91+92.92
CL ELEV = 4875.37
GRADE BREAK STA = 93+07.91
CL ELEV = 4875.94
STA = 88+72.04CL ELEV = 4876.97STA = 89+14.04CL ELEV = 4876.76
STA = 92+65.91
CL ELEV = 4875.73
STA = 93+07.91
CL ELEV = 4875.94
87+0088+0089+00
9
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390.52' of 8" S.S. @ 0.40%STA: 88+87.04 (-6.00, L)SSMH - 9RIM: 4876.78INV IN: 4858.78 - 8" (N)INV IN: 4858.78 - 12" (W)INV IN: 4858.78 - 8" (E)INV OUT: 4858.45 - 12" (S)
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STA: 90+92.08 (-6.00, L)
SSMH - 8
RIM: 4875.75
INV IN: 4858.00 - 12" (N)
INV OUT: 4857.90 - 12" (S)
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↕ 18.33' (SS)87+00 4876.144876.7188+00 4876.614876.5289+00 4876.834876.47
9
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STA = 87+04.31T.O.W. = 4868.78STA = 88+72.10T.O.W. = 4869.55
STA = 91+92.94
T.O.W. = 4867.99
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STA: 88+69.448" x 6" WATER TEESTA: 88+98.908" x 8" CROSS
STA: 92+63.21
8" x 6" WATER TEE
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15' P.U.E.15' P.U.E.Elevation4840485048604870 4880 4890 4900 79+00Elevation484048504860487048804890490079+00
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.0 - 7.2_P&P STREET B.dwg - STREET B PLAN AND PROFILE 2 - 12/02/2022 03:41pm, tyler.melan
d
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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
CITY REVIEW SET
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
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ID-6177-22
CJF
TLM
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12/01/2022
STREET B PLAN AND PROFILE 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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GRADE BREAK STA = 93+07.91CL ELEV = 4875.94
GRADE BREAK STA = 96+61.60
CL ELEV = 4877.71
GRADE BREAK STA = 97+19.26
CL ELEV = 4878.00
CL P.C. STA = 96+61.60
CL ELEV = 4877.71
STA = 97+19.24
INTERSECTION MOODY CL ELEV = 4878.00
STA = 92+65.91CL ELEV = 4875.73STA = 93+07.91CL ELEV = 4875.94
STA = 96+94.22
CL ELEV = 4877.88
93+0094+00
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410.08' of 12" S.S. @ 0.22%
STA: 95+02.16 (-6.00, L)
SSMH - 7
RIM: 4876.79
INV IN: 4857.00 - 12" (N)
INV OUT: 4856.90 - 12" (S)
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STA: 51+71.05 (-22.61, L)
SSMH - 2
RIM: 4877.80
INV IN: 4856.47 - 12" (E)
INV IN: 4856.47 - 12" (N)
INV OUT: 4856.37 - 12" (W)
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STA = 97+12.16
T.O.W. = 4870.59
8" WATER MAINSTA: 92+63.218" x 6" WATER TEE
STA: 97+12.16
16" x 6" WATER TEE
STA: 96+57.77
8" x 6" WATER TEE
STA: 96+61.60
8" GATE VALVE
8
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4876 TOC: 4875.79TOC: 4875.72TBC: 4875.59 TOC: 4875.87 TOC: 4875.94TBC: 4875.80
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TOC: 4875.94 TOC: 4875.87TOC: 4875.79 TOC: 4875.72 TBC: 4875.59TBC: 4875.80
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.7.0 - 7.2_P&P STREET B.dwg - STREET B PLAN AND PROFILE 3 - 12/02/2022 03:42pm, tyler.melan
d
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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
CITY REVIEW SET
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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET B PLAN AND PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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1
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PRELIMIN
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100+00101+00102+001
0
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GRADE BREAK STA = 100+75.00CL ELEV = 4878.12
GRADE BREAK STA = 104+94.68
CL ELEV = 4876.65
STA = 101+00.00INTERSECTION ROAD A CL ELEV = 4878.62CURB P.C. LT. STA = 101+57.55CL ELEV = 4878.33
STA = 104+94.68
CL ELEV = 4876.65
STA = 105+36.68
CL ELEV = 4876.44
STA = 100+75.00CL ELEV = 4878.12 100+00101+00102+001
0
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101+00 4878.624876.83102+00 4878.124876.77
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4877.62
4876.86
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4876.56
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0
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BP: 100+00.00 8'' W8'' W8'' WS SS100+00101+00102+001
0
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BP: 100+00.00 6.5'6.5'5'6.5'5'4878 487848784878
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4
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TBC: 4878.19 TBC: 4878.19 TOC: 4878.29TOC: 4878.36TOC: 4878.28
T
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:
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:
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TOA:4877.83 TOA:4877.83TOA:4878.10TOC: 4878.62TOC: 4878.55 TOC: 4878.36
0
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5
%
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TBC: 4878.4526.8%2.1%
2.1%
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6.5'11.5'
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'
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:
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Elevation485048604870 4880 4890 4900 99+00Elevation48504860487048804890490099+00
4
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.0 - 8.2_P&P STREET C.dwg - STREET C PLAN AND PROFILE 1 - 12/02/2022 03:46pm, tyler.melan
d
e
r
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
CITY REVIEW SET
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
P
R
E
L
I
M
I
N
A
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Y
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0
3
0
'
6
0
'
S
C
A
L
E
:
1
"
=
3
0
'
SHEET C.8.1
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET C PLAN AND PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
1
C
.
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PROPOSED SURFA
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PRELIMIN
A
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1
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-0.50%0.50%GRADE BREAK STA = 107+04.36CL ELEV = 4875.60
GRADE BREAK STA = 108+72.04
CL ELEV = 4876.44
STA = 108+72.04
CL ELEV = 4876.44
STA = 109+14.04
CL ELEV = 4876.65
106+00107+00108+00
1
0
9
+
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1
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106+00 4876.124876.56107+00 4875.624875.88108+00 4876.084875.72
1
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4876.58
4875.65
1
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4875.23
1
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4875.54
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+
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SD4876487648
7
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4876
4
8
7
6
4
8
7
6
4
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5
4
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7
5
TBC: 4876.292.1%
2.1%
T
O
A
:
4
8
7
6
.
1
5
T
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A
:
4
8
7
6
.
1
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T
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A
:
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:
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:
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:
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:
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:
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.
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%
0.0%TOG: 4875.03
8.
8
'
8
.
8
'
11.5'
3
0
'
6.5'140'STA: 107+04.30SDMH-GRIM: 4875.50INV IN: 4871.95 12" (W)INV OUT: 4871.99 12" (S)STA: 107+04.30SD INLET-GRIM: 4874.99INV OUT: 4871.99 12" (E)4LF OF 12" S.D. @ 1.00%4LF OF 12" S.D. @ 0.00%5.5'TBC: 4875.45
T
B
C
:
4
8
7
6
.
2
8
15' P.U.E.
Elevation485048604870 4880 4890 4900 99+00Elevation48504860487048804890490099+00
4
8
5
0
4
8
6
0
4
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+
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.0 - 8.2_P&P STREET C.dwg - STREET C PLAN AND PROFILE 2 - 12/02/2022 03:47pm, tyler.melan
d
e
r
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
CITY REVIEW SET
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
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
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O
N
H
O
R
R
O
C
K
S
E
N
G
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N
E
E
R
S
N
0
3
0
'
6
0
'
S
C
A
L
E
:
1
"
=
3
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET C PLAN AND PROFILE 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
2
C
.
8
.
1
STREET C
P
L
A
N
A
N
D
P
R
O
F
I
L
E
2
STREET B
SHEET C.8.2
SHEET C.8.0 1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERECURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS3. ALL ELEVATIONS ARE FG SHEET NOTE
C
.
9
.
0
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GRADE BREAK STA = 112+65.91CL ELEV = 4874.87
GRADE BREAK STA = 114+06.18
CL ELEV = 4874.17
GRADE BREAK STA = 116+63.82
CL ELEV = 4875.45
GRADE BREAK STA = 117+21.38
CL ELEV = 4875.74
CURB P.C. LT. STA = 116+63.82
CL ELEV = 4875.45
STA = 117+21.38
STA = 112+65.91CL ELEV = 4874.87STA = 113+07.91CL ELEV = 4874.66
STA = 116+63.82
CL ELEV = 4875.45
STA = 116+96.27
CL ELEV = 4875.62
111+00112+00113+00
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pp
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TBC: 4874.72TBC: 4874.51 TOC: 4874.72TOC: 4874.64TOC: 4874.79 TOC: 4874.87TOA:4874.34TOA:4874.19 DTBC: 4874.06DTBC: 4874.21 TOA:4874.16TOA:4874.37
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.8.0 - 8.2_P&P STREET C.dwg - STREET C PLAN AND PROFILE 3 - 12/02/2022 03:48pm, tyler.melan
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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
CITY REVIEW SET
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
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ID-6177-22
CJF
TLM
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12/01/2022
STREET C PLAN AND PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.9.0_TYPICAL CROSS SECTIONS.dwg - TYPICAL CROSS SECTION DETAILS - 12/02/2022 03:51pm,
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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
CITY REVIEW SET
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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
TYPICAL CROSS SECTION DETAILS
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
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STA: 8+26.54 (0.00, )IRMH - ARIM: 4878.91INV OUT: 4873.00 - 48" (S)
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PVI: 8+26.54PVI: 8+31.04
PVI: 11+15.04
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.0 - 10.4_P&P IRRIGATION.dwg - IRRIGATION PLAN & PROFILE 1 - 12/02/2022 03:55pm, tyler.me
l
a
n
d
e
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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
CITY REVIEW SET
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
P
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ID-6177-22
CJF
TLM
CJF
12/01/2022
IRRIGATION PLAN & PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
5
C
.
1
0
.
0
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SHEET C.10.1
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS2. ALL ELEVATIONS ARE FG3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TOPLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THEPURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING SHEET NOTE
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+
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13+00 4872.154877.9714+00 4872.034878.0715
+
0
0
4871.90
4877.80
1
6
+
0
0
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4877.76
1
7
+
0
0
4871.63
4877.59
1
8
+
0
0
4871.37
4877.87
1
9
+
0
0
4875.83
4877.50
284.98' of 48" RCP @ 0.10%STA: 14+10.07 (0.00, )IRMH - CRIM: 4878.05INV IN: 4872.42 - 48" (N)INV OUT: 4872.42 - 48" (S)
3
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STA: 17+65.18 (0.00, )
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INV IN: 4872.06 - 48" (N)
INV OUT: 4872.06 - 48" (S)
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IRMH - E
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INV IN: 4871.97 - 48" (N)
INV OUT: 4871.97 - 48" (S)
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STA: 19+00.00 (0.00, )
IRMH - F
RIM: 4877.50
INV IN: 4871.92 - 48" (N)
pp
8'' W8'' W
S
S
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SD
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13+00 14+0015
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+
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+
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1
8
+
0
0
1
9
+
0
0
PI: 14+10.07BREAK: 14+10.07
BREAK: 17+65.18
BREAK: 18+54.19
BREAK: 18+58.69
BREAK: 19+00.00
PVI: 14+10.07
PVI: 17+65.18
PVI: 18+54.19
PVI: 18+58.69
PVI: 19+00.00
IRIRRIRR
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IRR
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Elevation485048604870 4880 4890 7+00
4
8
5
0
4
8
6
0
4
8
7
0
4
8
8
0
4
8
9
0
3
6
+
0
0
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.0 - 10.4_P&P IRRIGATION.dwg - IRRIGATION PLAN & PROFILE 2 - 12/02/2022 03:56pm, tyler.me
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a
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d
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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
CITY REVIEW SET
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
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
H
O
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C
K
S
E
N
G
I
N
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E
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S
N
0
1
0
0
'
2
0
0
'
S
C
A
L
E
:
1
"
=
1
0
0
'
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS2. ALL ELEVATIONS ARE FG3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TOPLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THEPURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING SHEET NOTE
ID-6177-22
CJF
TLM
CJF
12/01/2022
IRRIGATION PLAN & PROFILE 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
6
C
.
1
0
.
1
IR
R
I
G
A
T
I
O
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
2
SHEET C.10.2
SHEET C.10.0
S
H
E
E
T
C
.
6
.
2
2
N
D
E
A
S
T
I
R
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I
G
A
T
I
O
N
K
E
Y
N
O
T
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S
I
N
S
T
A
L
L
9
6
"
I
R
R
I
G
A
T
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O
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C
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T
8
1
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2
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1
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1
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1
81
8
2
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2
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2
82
P
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F
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E
X
I
S
T
I
N
G
S
U
R
F
A
C
E
1
2
/
0
1
/
2
2
PRELIMIN
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
O
R
R
E
V
I
E
W
O
N
L
Y
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
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T
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C
T
I
O
N
F
O
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R
E
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I
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W
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N
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19+0020+0021+00
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
19+00 4875.834877.5020+00 4875.714877.4721+00 4875.604878.55
2
2
+
0
0
4875.50
4877.75
2
3
+
0
0
4875.41
4877.26
2
4
+
0
0
4875.34
4877.17
2
5
+
0
0
4875.27
4877.09
45.81' of 48" RCP @ 0.10%STA: 19+00.00 (0.00, )IRMH - FRIM: 4877.50INV IN: 4871.92 - 48" (N)
g
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19+0020+0021+00
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
BREAK: 19+00.00BREAK: 21+00.00
BREAK: 23+00.00
BREAK: 25+00.00
PVI: 19+00.00PVI: 21+00.00
PVI: 23+00.00
PVI: 25+00.00
IR 4879 4880
4
8
8
0
4
8
8
0
4
8
8
0
4
8
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4876 487648774877 48794880
4
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Elevation485048604870 4880 4890 7+00
4
8
5
0
4
8
6
0
4
8
7
0
4
8
8
0
4
8
9
0
3
6
+
0
0
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.0 - 10.4_P&P IRRIGATION.dwg - IRRIGATION PLAN & PROFILE 3 - 12/02/2022 03:57pm, tyler.me
l
a
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d
e
r
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
CITY REVIEW SET
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
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
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
N
0
1
0
0
'
2
0
0
'
S
C
A
L
E
:
1
"
=
1
0
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
IRRIGATION PLAN & PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
7
C
.
1
0
.
2
I
R
R
I
G
A
T
I
O
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
3
SHEET C.10.3
SHEET C.10.1
2
N
D
E
A
S
T
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS2. ALL ELEVATIONS ARE FG3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TOPLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THEPURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING SHEET NOTE
I
R
R
I
G
A
T
I
O
N
K
E
Y
N
O
T
E
S
I
N
S
T
A
L
L
9
6
"
I
R
R
I
G
A
T
I
O
N
C
O
N
C
R
E
T
E
S
T
R
U
C
T
U
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E
I
N
S
T
A
L
L
4
8
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C
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R
T
(
C
O
N
C
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T
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I
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N
T
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X
I
S
T
I
N
G
C
U
L
V
E
R
T
8
1
8
2
8
3
8182PROPOSED SURFACE EXISTING SURFACE C.9.0 8
1
2
/
0
1
/
2
2
PRELIMIN
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
O
R
R
E
V
I
E
W
O
N
L
Y
P
R
E
L
I
M
I
N
A
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Y
N
O
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F
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C
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S
T
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U
C
T
I
O
N
F
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R
E
V
I
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W
O
N
L
Y
25+0026+0027+00
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
1
+
0
0
25+00 4875.274877.0926+00 4875.194877.0027+00 4875.124876.97
2
8
+
0
0
4874.93
4876.87
2
9
+
0
0
4874.74
4876.65
3
0
+
0
0
4874.77
4876.37
3
1
+
0
0
4874.80
4876.32
g
g
g
g
g
g
g
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g
g
g
g
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S
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25+0026+0027+00
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
1
+
0
0
BREAK: 25+00.00BREAK: 27+00.00
BREAK: 29+00.00
PVI: 25+00.00PVI: 27+00.00
PVI: 29+00.00
4
8
7
9
4
8
7
9
4
8
7
7
4
8
7
8
4
8
7
9
4
8
7
8
4
8
7
5
4
8
7
7
4
8
7
8
4
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7
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4
8
7
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Elevation485048604870 4880 4890 7+00
4
8
5
0
4
8
6
0
4
8
7
0
4
8
8
0
4
8
9
0
3
6
+
0
0
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.0 - 10.4_P&P IRRIGATION.dwg - IRRIGATION PLAN & PROFILE 4 - 12/02/2022 03:58pm, tyler.me
l
a
n
d
e
r
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
CITY REVIEW SET
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
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
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
N
0
1
0
0
'
2
0
0
'
S
C
A
L
E
:
1
"
=
1
0
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
IRRIGATION PLAN & PROFILE 4
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
8
C
.
1
0
.
3
I
R
R
I
G
A
T
I
O
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
4
SHEET C.10.4
SHEET C.10.2
2
N
D
E
A
S
T
1. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS2. ALL ELEVATIONS ARE FG3. ALL DIMENSIONS AND CORRESPONDING DETAILS PERTAINING TOPLAN AND PROFILE SHEETS C.10.0 - C.10.4 ARE SHOWN ON C.4.0 -C.4.4 AND WILL NOT BE PRESENTED ON THESE SHEETS DUE TO THEPURPOSE BEING SOLELY A FOCUS ON THE IRRIGATION DETAILING SHEET NOTE
I
R
R
I
G
A
T
I
O
N
K
E
Y
N
O
T
E
S
I
N
S
T
A
L
L
9
6
"
I
R
R
I
G
A
T
I
O
N
C
O
N
C
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T
E
S
T
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N
S
T
A
L
L
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"
C
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T
(
C
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N
C
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T
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T
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T
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C
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T
8
1
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2
8
3
P
R
O
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S
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F
A
C
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C
.
9
.
0
8
1
2
/
0
1
/
2
2
PRELIMIN
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
O
R
R
E
V
I
E
W
O
N
L
Y
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
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U
C
T
I
O
N
F
O
R
R
E
V
I
E
W
O
N
L
Y
4
8
5
0
4
8
6
0
4
8
7
0
4
8
8
0
4
8
9
0
31+0032+00
3
3
+
0
0
3
4
+
0
0
3
5
+
0
0
3
6
+
0
0
4874.804876.324874.834876.20
4874.75
4877.31
4870.45
4877.98
4874.04
4876.72
STA: 33+78.55 (0.00, )
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INV OUT: 4870.00 - 48" (S)
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4850 4860 4870 4880 4890 7+00H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.10.0 - 10.4_P&P IRRIGATION.dwg - IRRIGATION PLAN & PROFILE 5 - 12/02/2022 03:58pm, tyler.me
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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
CITY REVIEW SET
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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
IRRIGATION PLAN & PROFILE 5
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
9
C
.
1
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LOD LODH:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.11.0_2ND EAST STRIPING EXHIBIT.dwg - 2ND EAST STRIPING EXHIBIT - 12/02/2022 04:01pm, tyl
e
r
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m
e
l
a
n
d
e
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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
CITY REVIEW SET
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
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
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C
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N
G
I
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E
R
S
N
0
3
0
'
6
0
'
S
C
A
L
E
:
1
"
=
3
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
2ND EAST STRIPING EXHIBIT
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
3
0
C
.
1
1
.
0
VIEWPORT 1 THIS SHEETVIEWPORT 2 THIS SHEETVIEWPORT 3 THIS SHEET
VIEWPORT 2 THIS SHEETVIEWPORT 3 THIS SHEETVIEWPORT 4 THIS SHEET
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.12.0_EROSION CONTROL.dwg - EROSION CONTROL - 12/02/2022 04:04pm, tyler.melander 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
CITY REVIEW SET
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
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
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C
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N
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T
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0
1
0
0
'
2
0
0
'
S
C
A
L
E
:
1
"
=
1
0
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
EROSION CONTROL
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
3
1
C
.
1
2
.
0
R
2
5
'
1" TO 3"COARSE AGGREGAT
E
FILTER FABRIC
5
0
'
M
I
N
PUBLIC ROADHARD SURFACESTABILIZE
D
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-
5
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'
M
I
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12"DIAMETER ROCK 6" MIN 18" MIN18" MIN48" MIN48" MIN 4" PVC PIPEFLOWCROSS-SECTION WOVEN FABRIC SANDBAG FILLED WITHCOARSE SAND-MIN WEIGHT 40 LBS.24" MINFRONT VIEW 4" PVC PIPE FOR DRAINAGESANDBAG BARRIERSPC-2INLET PROTECTION (PAVED AREA)BMP 31 RETRI
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SEDIMENT ACCU
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GEOTEXTILE FABRICSILT FENCEBMP 63-68 EQUAL ALTERNATE: STEEL FENCE POSTFILTER FABRIC MATERIAL 60" WIDE ROLLS. USESTAPLES OR WIRE RINGS TO ATTACH FABRICTO WIRE 2" X 2" 14 GA WIREFABRIC OR EQUIV.BURY BOTTOM OF FILTER MATERIAL IN8" X 12" TRENCH FILTER FABRIC MATERIAL2" X 2" 14 GA WIREFABRIC OR EQUIV.PROVIDE 3/4" - 1 1/2" WASHED GRAVELBACKFILL IN TRENCH AND ON BOTHSIDES OR FILTER FENCE FABRIC ONTHE SURFACE2" X 4" WOOD POST ALT:STEEL FENCE POSTS 8"
12"
2'-6"2'-0"5'-0"6"LEGENDSILT FENCE SEE DETAIL THIS SHEETCONSTRUCTION FENCEINLET PROTECTION SEE DETAIL THIS SHEETSTABILIZED CONSTRUCTION ENTRANCE SEE DETAILTHIS SHEET PROPERTY BOUNDARYLIMITS OF DISTURBANCEPORTABLE TOILET CONTAINMENTJOBSITE DUMPSTERCONCRETE WASHOUT AREA DIRECTION OF EXISTING OVERLAND FLOWINSTALL TEMPORARY INLET PROTECTION AT STORM DRAININLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVEDREGULARLY(FOR EXISTING AND PROPOSED INLETS)STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 ATENTRANCES AS SHOWN.CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68PROVIDE DUST CONTROL FOR ENTIRE SITE.CONCRETE WASHOUT AREAAPPROXIMATE QUANTITY SUMMARYLINEAR FIBER ROLL-SILT FENCE4395 LFCONSTRUCTION FENCE-EARTH DIKE & DRAINAGESWALE-RIP RAP-HYDROSEEDING-STABILIZED CONSTRUCTIONENTRANCE2STABILIZED STAGING AREA2CONCRETE WASH OUT2SEDIMENT BASIN-WHEEL WASH-INLET PROTECTION29CHECK DAM-LIMITS OF DISTURBANCE±16.86 ACPROJECT ACRES±16.86 AC 12345 1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA
W
I
L
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B
E
DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTR
U
C
T
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.
2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLO
W
F
R
O
M
OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTUR
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S
.
3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL A
U
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I
M
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T
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PROJECT AS INDICATED ON THIS PLAN SHEET.5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTI
N
G
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T
O
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M
DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE.6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, A
N
D
CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE E
L
E
M
E
N
T
S
ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NE
W
I
N
L
E
T
S
.
7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILI
Z
E
D
W
I
T
H
NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AN
D
PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABI
L
I
Z
A
T
I
O
N
OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMP
L
E
T
E
D
WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND G
R
A
D
E
S
INDICATED ON THE GRADING PLAN.8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES A
N
D
C
L
E
A
N
STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT
O
W
N
E
R
.
9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM D
R
A
I
N
SYSTEM AND INTO THE SNAKE RIVER LANDING COMMUNAL SYSTEM
.
10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITI
O
N
A
L
BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULARINSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS.11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE F
O
R
VEHICLE TIRE WASH, AS NECESSARY.EROSION CONTROL NOTESNOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION SFSFLODLOD
2
2
3
3
3
4
4
4
4
4
4
4
4
4
5
5
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
/
0
1
/
2
2
PRELIMIN
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
O
R
R
E
V
I
E
W
O
N
L
Y
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
F
O
R
R
E
V
I
E
W
O
N
L
Y