HomeMy WebLinkAboutINFRASTRUCTURE Rev 2 3.23.23 - 22-00888 - Teton River Temple Subdivision - Plat (1)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 - 3/17/2023 01:12pm, tyler.melander 1
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REVISIONS
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2194 Snake River Pkwy., Suite 205
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ID-6177-22
CJF
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12/01/2022
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TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO1
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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 - 3/17/2023 01:12pm, 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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
GENERAL NOTES
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO2
C
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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, 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 GRADE
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. TH
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
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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 DISPOS
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 DISCIPLINE
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 WIT
H
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N
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINA
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 - 3/17/2023 01:12pm, 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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
LEGEND
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO3
C
.
1
.
2
NOTE:NOT A
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'
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'
62.5'
EXISTING 10'IDAHO TRANSPORTATIONDEPARTMENT EASEMENTINST. NO. 175547 EXISTING 30'IDAHO TRANSPORTATIONDEPARTMENT EASEMENTINST. NO. 175547
EXISTING 33'
PRESCRIPTIVE
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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 - 3/17/2023 01:13pm, 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
MEASURE 2" THEN
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CITY REVIEW SET
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P
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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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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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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BREAK: 18+54.19BREAK: 18+58.69
BREAK: 19+00.00
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BREAK: 23+00.00
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BREAK: 27+00.00
BREAK: 29+00.00
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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 - 3/17/2023 01:16pm, 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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
OVERALL SITE PLAN & KEYMAP
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO6
C
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PI: 7+92.315'23'
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TBC: 4896.42TOC: 4893.62TOC: 4893.70 TOA:4896.06 TOA:4896.04TOA:4898.68 TOA:4899.44TOA:4899.70Elevation485048604870488048904900Elevation4850486048704880489049004+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 1 - 3/17/2023 03:07pm, tyler.meland
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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L
I
M
I
N
A
R
Y
N
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C
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C
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ID-6177-22
CJF
TLM
CJF
12/01/2022
2ND EAST PLAN AND PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO7
C
.
4
.
0
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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 - 3/17/2023 03:08pm, tyler.meland
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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
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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 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO8
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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 - 3/17/2023 03:09pm, 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
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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
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12/01/2022
2ND EAST PLAN AND PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO9
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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 - 3/17/2023 03:10pm, 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
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PROJECT
CHECKED
D B A
#
2
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-6177-22
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12/01/2022
2ND EAST PLAN AND PROFILE 4
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.4.0 - 4.4_P&P 2ND EAST.dwg - 2ND EAST PLAN AND PROFILE 5 - 3/17/2023 03:10pm, 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
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CHECKED
D B A
#
2
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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12/01/2022
2ND EAST PLAN AND PROFILE 5
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
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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)INV IN: 4853.72 - 8" (S)292.29' of 12" S.S. @ 0.22%
STA: 43+93.55 (-22.61, L)
SSMH - 5
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INV IN: 4854.46 - 12" (E)
INV IN: 4854.79 - 8" (N)
INV IN: 4854.79 - 8" (S)
INV OUT: 4854.36 - 12" (W)
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53LF OF 8" S.S. @ 0.40%STRUCTURE - (134)RIM: 4874.65INV OUT: 4853.93 8" (N)15'5'R23.5'8.4'8.4'8.4'6.5'6.5'R30'8.4'6.5'R18.5'R18.5'6.5'6.5'6.5'TBC: 4875.2816'' W16'' W16'' W
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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 - 3/17/2023 03:14pm, 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
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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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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 IN: 4856.03 - 8" (S)INV IN: 4856.03 - 8" (N)INV OUT: 4855.60 - 12" (W)
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INV IN: 4856.47 - 12" (E)
INV IN: 4856.47 - 12" (N)
INV IN: 4856.80 - 8" (S)
INV OUT: 4856.37 - 12" (W)
↕ 21.22' (SS)
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STA: 51+49.05
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TOG:4876.34
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INV IN: 48
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TOA:4876.71 TBC: 4876.75
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TOA:4877.09 TBC: 4877.1353LF OF 8" S.S. @ 0.40%STRUCTURE - (137)RIM: 4876.64INV OUT: 4856.24 8" (N)27LF OF 8" S.S. @ 0.40%STRUCTURE - (138)RIM: 4875.38INV OUT: 4856.14 8" (S)INV OUT: 4855.51 8" (S)27LF OF 8" S.S. @ 0.40%
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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 - 3/17/2023 03:14pm, 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
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ID-6177-22
CJF
TLM
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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
5
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53+00 4877.334877.9754+00 4876.834878.0455+00 4876.704878.16
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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: 4857.70 - 8" (N)INV IN: 4857.70 - 8" (S)INV OUT: 4857.27 - 12" (W)
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EX-SSMH - 1
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INV IN: 4858.49 - 8" (E)
INV OUT: 4858.16 - 12" (W)
↕ 19.25' (SS)
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STA: 59+32.91
16" CONNECTION TO EX. MAIN
STA: 58+12.52
16" BUTTERFLY VALVE
STA: 58+09.52
16" x 6" WATER TEE
1
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STA: 54+54.9116" x 6" WATER TEE 16" WATER MAIN
STA: 58+21.52
16" x 45° VERT. BEND
STA: 58+26.52
16" x 45° VERT. BEND
STA: 58+36.52
16" x 45° VERT. BEND
STA: 58+41.52
16" x 45° VERT. BEND
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TBC: 4876.86TBC: 4877.07 TOC: 4877.14 TOC: 4877.21TOC: 4877.06TOC: 4876.99
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TOA:4876.51TOA:4876.72
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TOG:4875.86 96.3'5.5'
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4LF OF 12" S.D. @ 0.00%STA: 54+64.91SDMH-BRIM: 4876.40INV IN: 4872.87 12" (S)INV OUT: 4872.87 12" (E)4LF OF 12" S.D. @ 0.50%STA: 54+64.91SD INLET-BRIM: 4875.89INV OUT: 4872.89 12" (N)DTBC:4876.89 DTBC:4877.04
1
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TOA:4876.39TOA:4876.10
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TBC: 4876.35
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:
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Elevation484048504860 4870 4880 4890 39+00Elevation48404850486048704880489039+00
4
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4
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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 - 3/17/2023 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
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CJF
TLM
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12/01/2022
MOODY RD PLAN AND PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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SHEET C.5.1MOODY ROAD
2ND EAST
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 NOTEC.9.0 4
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61+0062+0063+00
6
4
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6
6
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0
-0.50%-0.50%
-
0
.
5
0
%
-
0
.
5
0
%
0
.
5
0
%
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
+
0
0
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61+00 4878.624876.8362+00 4878.124876.2463+00 4877.624876.38
6
4
+
0
0
4877.12
4876.49
6
5
+
0
0
4876.62
4876.69
6
6
+
0
0
4876.31
4876.70
6
7
+
0
0
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
3
0
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S
.
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.
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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
3
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.
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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
1
.
6
0
'
(
S
S
)
↕
1
2
.
0
5
'
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12" WATER MAIN
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STA = 61+04.64T.O.W. = 4871.45
STA = 65+81.46
T.O.W. = 4868.82
STA: 61+04.6212" PLUGSTA: 61+18.2712" x 6" WATER TEESTA: 61+57.5412" BUTTERFLY VALVE
STA: 63+96.99
12" x 8" CROSS
STA: 64+26.84
12" BUTTERFLY VALVE
4877
4
8
7
7
4877
4878 4878
4
8
7
7
4
8
7
7
4
8
7
6
4
8
7
6
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6
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8
7
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TBC: 4878.19 TBC: 4878.19TB
C
:
4
8
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:
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:
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TOC: 4878.29TOC: 4878.28
T
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:
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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
O
C
:
4
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7
.
0
6
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:
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:
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:
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:
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TOA:4877.83TOC: 4878.36 TOC: 4878.36 6.5'233.5'
8
.
8
'
5'
3
0
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1
1
.
5
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8.
8
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285'
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'
6.5'5'
2
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6.5'5'
1
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1
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'
TOC: 4878.55 TOC: 4878.62TBC: 4878.45
T
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:
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.
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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.6.0 - 6.2_P&P STREET A.dwg - STREET A PLAN AND PROFILE 1 - 3/17/2023 03:19pm, 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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SHEET C.8.0
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CJF
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12/01/2022
STREET A PLAN AND PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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EXISTING SURFACE600 LF OF 12" D.I. WATER MAI
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48020202
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PRELIMINA
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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
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4878.82
4877.50
7
2
+
0
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4878.97
4877.47
7
3
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0
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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)
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INV IN: 4862.10 - 8" (W)
INV IN: 4862.10 - 8" (E)
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STA: 68+50.5612" x 6" WATER TEESTA: 68+69.0512" x 8" CROSS
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66+0067+0068+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 2 - 3/17/2023 03:20pm, 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
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C
PROJECT
CHECKED
D B A
#
2
3
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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12/01/2022
STREET A PLAN AND PROFILE 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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73+00 74+00 75+00 76+00 77+00 78+00 79+00
0.50%1.80%
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↕ 14.60' (SS)
↕ 15.16' (SS)
12" WATER MAIN
12" WATER MAIN
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T.O.W. = 4872.53
STA = 78+27.75
T.O.W. = 4868.46 STA = 78+36.03
T.O.W. = 4868.50
STA = 78+41.35
T.O.W. = 4872.63
ST
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73+00 74+00 75+00 76+00 77+00 78+00 79+00
26'
48
7
8
4
8
7
8
4
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7
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48
7
8
4
8
7
8
4
8
7
8
4878
4878
4878
4878
4878
4878
4879
4879
4879
4880
4880
4880
TBC: 4877.72
TBC: 4877.91
TBC: 4877.71
TBC: 4877.92
TOA:4879.73
TOA:4879.65
TOA:4877.57
TOA:4877.36
TOA:4877.37
TOA:4877.56
TOC: 4877.85
TOC: 4877.92
TOC: 4877.98
TOC: 4878.05
TOC: 4877.99
TOC: 4877.84
TOC: 4878.06
TOC: 4877.91
0.6%
0.6%
0.4%
0.4%
2.
1
%
2
.
1
%
0.5%
DTBC:4877.42DTBC:4877.26
DTBC:4877.41
DTBC:4877.27
2
.
1
%
2.
1
%
2
.
1
%
2.
1
%
8
.
8
'
6
.
5
'
5
'
370.4'
6
.
5
'
5'
5'
364.4'8.8
'
8
.
8
'
5
'
5
'
8.8
'
TOG: 4877.28
TOG: 4877.25
4878
154'
153.9'
8" S.S.8" S.S.
51LF OF 8" SS @ 0.40%
39LF OF 8" SS @ 0.40%
STA: 74+25.96
SDMH-K
RIM: 4877.74
INV IN: 4874.21 12" (N)
INV OUT: 4874.21 12" (W)
STA: 74+26.06
SDMH-J
RIM: 4877.74
INV IN: 4874.21 12" (S)
INV OUT: 4874.21 12" (W)
STA: 74+26.06
SD INLET-J
RIM: 4877.23
INV OUT: 4874.23 12" (N)
STA: 74+26.06
SD INLET-K
RIM: 4877.23
INV OUT: 4874.23 12" (S)
4LF OF 12" S.D. @ 0.50%
4LF OF 12" S.D. @ 0.00%
21LF OF 12" S.D. @ 2.00%
4LF OF 12" S.D. @ 0.50%
3LF OF 12" S.D. @ 0.00%
30'
1
1
.
5
'
1
1
.
5
'
5
.
5
'
5
.
5
'
TBC: 4877.70
TBC: 4877.20
TBC: 4877.73
1
5
'
P
.
U
.
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.
1
5
'
P
.
U
.
E
.
8" S.S.
S
S
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
8
'
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W
8
'
'
W
8
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'
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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73+00 74+00 75+00 76+00 77+00 78+00 79+00
SD
S
D
SD
I
R
I
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R
I
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I
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5
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7.6
'
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23'
8.1
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8
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0
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6.
5
'
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7
.
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1
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'
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14
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'
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3
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2
3
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1
8
.
3
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R18.7'
9.
3
'
8
.
3
'
6.5'6.9'
6.
5
'
6.
5
'
SSMH -13
SS PLUG - 3
RIM: 4877.84
INV OUT: 4863.51 8" (S)
SS PLUG - 4
RIM: 4877.73
INV OUT: 4863.46 8" (N)
SSMH - 12
STRUCTURE - (133)
4850
4860
4870
4880
4890
4900
59+00
4850
4860
4870
4880
4890
4900
59+00
4850
4860
4870
4880
4890
4900
81+00
4850
4860
4870
4880
4890
4900
81+00
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 - 3/17/2023 04:01pm, tyler.melander
1 5
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2 3 4
21
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PRELIMINARY
NOT FOR
CONSTRUCTION
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SN
ID
-
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17
C.6.2
SHEET C.4.2
SH
E
E
T
C
.
6
.
1
STREET A PLAN AND PROFILE 3
STREET A
SHEET C.4.1
2N
D
E
A
S
T
1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE
CURB IS PROPOSED OR TO EDGE OF PAVEMENT OTHERWISE.
2. CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
3. ALL ELEVATIONS ARE FG
SHEET NOTE
C.9.0
6
66
67
67
68
66
67
67
68
46
37
41 50
41
46
40
40
37
54
54
52
52
53 535252
38
38
0 30'60'
SCALE: 1" = 30'
45
45
48
46
6' MINIMUM
PROPOSED SURFACE EXISTING SURFACE
515 LF OF 12" D.I. WATER MAIN LINE
WATER KEYNOTES
INSTALL 16" PLUG
INSTALL 16" X 8" TEE
INSTALL 16" TO 14" REDUCER
TIE INTO EXISTING 14" WATER MAIN
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY OF REXBURG STANDARDS. INCLUDE 8" X 6" TEE AND
APPURTENANCES.
INSTALL 8" X 8" CROSS
INSTALL 8" PLUG
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 16" VALVE
INSTALL 16" DUCTILE IRON PIPE (PER CITY OF CITY OF REXBURG
STANDARD), LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL 8" X 8" TEE
INSTALL 8" GATE VALVE
INSTALL 12" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER.
INSTALL 12" PLUG
INSTALL 12" VALVE
INSTALL 12" X 12" TEE
INSTALL 12" X 8" TEE
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
LEGEND
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
METBC: MATCH EXISTING TOP BACK CURB
TOC: TOP OF CONCRETE
METOC: MATCH EXISTING TOP OF CONCRETE
TOG: TOP OF GRATE
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
66
67
68
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MAINLINE
INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 12" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)
51
52
53
54
55
47
54
C.9.0
6
SITE PLAN KEYNOTES
INSTALL TYPE TERMINUS BARRICADE PER ISPWC SD-1132
INSTALL ADA RAMP WITH TRUNCATED DOMES, PER CITY OF REXBURG 2022
ENGINEERING STANDARDS - SHEET 7
01
02
02
02
02
02
03/20/23
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
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C
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N
S
T
R
U
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T
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FOR
R
E
V
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W
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L
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PRE
L
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S
T
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T
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FOR
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W
ONL
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81+0082+0083+00
8
4
+
0
0
8
5
+
0
0
8
6
+
0
0
8
7
+
0
0
-
0
.
5
0
%
-0.50%-0.50%
-
0
.
5
0
%
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
4
+
0
0
8
5
+
0
0
8
6
+
0
0
8
7
+
0
0
STA: 81+06.00 (-6.00, L)SSMH - 11RIM: 4879.03INV IN: 4862.10 - 8" (W)INV IN: 4862.10 - 8" (E)INV OUT: 4861.77 - 12" (S)390.52' of 12" S.S. @ 0.40%
STA: 84+96.52 (-6.00, L)
SSMH -10
RIM: 4877.04
INV IN: 4860.21 - 12" (N)
INV OUT: 4860.11 - 12" (S)
3
9
0
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5
2
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2
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S
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0
.
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0
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↕
1
6
.
9
3
'
(
S
S
)
↕ 17.26' (SS)81+00 4879.144877.3982+00 4878.644877.2483+00 4878.144877.17
8
4
+
0
0
4877.64
4877.04
8
5
+
0
0
4877.14
4876.84
8
6
+
0
0
4876.64
4876.80
8
7
+
0
0
4876.14
4876.71
STA = 80+94.01T.O.W. = 4871.96
STA = 87+04.31
T.O.W. = 4868.78
STA: 80+94.0012" WATER TEE 12" WATER MAIN
STA: 84+89.50
12" x 6" WATER TEE
1
2
"
W
A
T
E
R
M
A
I
N
1
6
1
'
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
1
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SD SD
R30'R23.5'6.5'5'R23.5'R30'5'4878 4878
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TOA:4878.35TOC: 4878.80TOC: 4878.88TOC: 4878.80TBC: 4878.71 TOA:4878.35 TOC: 4878.80TBC: 4878.71TOA:4878.35TOC: 4878.88 TOC: 4878.88
0
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5.5'
15' P.U.E.15' P.U.E.R18.5'R18.5'15'8.4'6.4'6.5'8.4'8.4'8.4'6.5'6.5'R18.5'R18.5'15'8.4'6.5'6.5'6.5'6.5'5'8.4'8.4'8.4'6.5'6.5'6.5'6.5'6.5'Elevation4840485048604870 4880 4890 4900 79+00Elevation484048504860487048804890490079+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.7.0 - 7.2_P&P STREET B.dwg - STREET B PLAN AND PROFILE 1 - 3/17/2023 03:24pm, tyler.meland
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
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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
1
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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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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
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390.52' of 12" S.S. @ 0.40%STA: 88+87.04 (-6.00, L)SSMH - 9RIM: 4876.78INV IN: 4858.55 - 12" (N)INV IN: 4858.88 - 8" (W)INV IN: 4858.88 - 8" (E)INV OUT: 4858.45 - 12" (S)
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INV IN: 4858.00 - 12" (N)
INV OUT: 4857.90 - 12" (S)
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STA = 91+92.94
T.O.W. = 4867.99
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STA: 92+63.21
12" x 6" WATER TEE
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2.1%2.1%2.1%2.1%TOA:4876.29DTBC:4876.17DTBC:4876.32 TOA:4876.44TOA:4876.47TOC: 4876.90TOC: 4876.97 TOC: 4876.82 TOC: 4876.75 TOA:4876.26 TBC: 4876.62TOA:4876.26DTBC:4876.17TOA:4876.29DTBC:4876.32TOA:4876.44 TBC: 4876.83TOA:4876.47 TOC: 4876.90 TOC: 4876.97TOC: 4876.75 TOC: 4876.82
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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 - 3/17/2023 03:25pm, tyler.meland
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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 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
9
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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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RIM: 4877.80
INV IN: 4856.47 - 12" (E)
INV IN: 4856.47 - 12" (N)
INV IN: 4856.80 - 8" (S)
INV OUT: 4856.37 - 12" (W)
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T.O.W. = 4870.59
STA = 97+49.18
T.O.W. = 4870.69
12" WATER MAINSTA: 92+63.2112" x 6" WATER TEE
STA: 96+57.77
12" x 6" WATER TEE
1
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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
T
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TOA:4877.71
TOA:4877.16
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TOA:4875.44TOA:4875.23TOA:4875.23TOA:4875.44
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T
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0.5%0.5%0.5%0.5%DTBC:4875.29TOA:4875.41 DTBC:4875.14TOA:4875.26TOA:4875.26DTBC:4875.14 TOA:4875.41DTBC:4875.29 2.1%2.1%
2.1%
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4LF OF 12" S.D. @ 0.50%8.8'8.8'30'11.5'30'11.5'8.8'8.8'15' P.U.E.15' P.U.E.
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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 3 - 3/17/2023 03:26pm, tyler.meland
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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
STREET B PLAN AND PROFILE 3
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
0
C
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7
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SHEET C.7.1STREET B PLAN A
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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 NOTEC.9.0 6
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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
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BP: 100+00.00 12'' W12'' W12'' W12'' WS SS100+00101+00102+0010
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BP: 100+00.00 6.5'6.5'5'6.5'5'4878 487848784878
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TBC: 4878.19 TBC: 4878.19 TOC: 4878.29TOC: 4878.36TOC: 4878.28
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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 - 3/17/2023 03:29pm, tyler.meland
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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.8.1
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET C PLAN AND PROFILE 1
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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GRADE BREAK STA = 108+72.04
CL ELEV = 4876.44
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CL ELEV = 4876.44
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CL ELEV = 4876.65
106+00107+00108+00
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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
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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 - 3/17/2023 03:30pm, tyler.meland
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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
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12/01/2022
STREET C PLAN AND PROFILE 2
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
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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
1
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pp
111+00112+00113+00
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SD
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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 0.5%2.1%
2.1%
2.1%
1.9%
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Elevation485048604870 4880 4890 4900 99+00Elevation48504860487048804890490099+00
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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 - 3/17/2023 03:31pm, tyler.meland
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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 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 - 3/17/2023 03:33pm, t
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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
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2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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TYPICAL CROSS SECTION DETAILS
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.9.1_PEDESTRIAN CROSSING GRADING DETAIL.dwg - PEDESTRIAN CROSSING GRADING DETAIL -
3
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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
P
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A
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0
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4
0
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C
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=
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SCALE:C.9.1 STREET A & STREET C INTERSECTIONNTS
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C.9.
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SCALE:C.9.1 STREET C & MOODY RD INTERSECTIONNTS
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MOODY RD STREET A
S
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A
2ND EAST
STREET B
STREET CSTREET C
STREET B
2ND EAST
2ND EAST
M
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D
Y
R
D
ID-6177-22
CJF
TLM
CJF
12/01/2022
PEDESTRIAN CROSSING GRADING DETAIL
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
4
-
1
C
.
9
.
1
0
3
/
2
0
/
2
3
PRELIMINA
R
Y
N
O
T
F
O
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C
O
N
S
T
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U
C
T
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O
N
F
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F
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I
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W
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8+009+00
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
8+00 4879.269+00 4872.774878.82
1
0
+
0
0
4872.58
4878.51
1
1
+
0
0
4872.39
4878.43
1
2
+
0
0
4872.26
4878.11
1
3
+
0
0
4872.15
4877.97
STA: 8+26.54 (0.00, )IRMH - ARIM: 4882.30INV OUT: 4873.00 - 48" (S)
2
9
8
.
5
6
'
o
f
4
8
"
R
C
P
@
0
.
1
0
%
STA: 11+25.09 (0.00, )
IRMH - B
RIM: 4881.37
INV IN: 4872.70 - 48" (N)
INV OUT: 4872.70 - 48" (S)
2
8
4
.
9
8
'
o
f
4
8
"
R
C
P
@
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1
0
%
top top top top top top top toptoetoetoetoetoetoetoptoptoptoptoptoptoptoptoptop7+50 8+00 9+00
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
BP: 7+50.00PI: 8+10.54 BVP: 8+10.54Overall HP: 8+10.54BREAK: 8+26.54BREAK: 8+31.04
BREAK: 11+15.04
PVI: 8+26.54PVI: 8+31.04
PVI: 11+15.04
IR
I
R
IRR
I
R
R
I
R
R
I
R
R
I
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4
8
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4886
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4889
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4
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4
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4893 48934894489448944896489748854888
4
8
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4
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4
4
8
8
8
4
8
8
5
4
8
8
2
4
8
7
9
4
8
7
8
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 1 - 3/20/2023 10:27am, tyler.mela
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
O
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C
O
N
S
T
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C
T
I
O
N
H
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S
N
0
1
0
0
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2
0
0
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C
A
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:
1
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=
1
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9
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8
1
8
2
8
3
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
I
R
R
I
G
A
T
I
O
N
P
L
A
N
A
N
D
P
R
O
F
I
L
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1
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
8
1
81
8
2
8
2
P
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PRELIMINA
R
Y
N
O
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F
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C
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S
T
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F
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13+0014+0015+
0
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13+00 4872.154877.9714+00 4872.034878.0715+
0
0
4871.904877.80
1
6
+
0
0
4871.77
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: 4881.24INV IN: 4872.42 - 48" (N)INV OUT: 4872.42 - 48" (S)
3
5
5
.
1
1
'
o
f
4
8
"
R
C
P
@
0
.
1
0
%
STA: 17+65.18 (0.00, )
IRMH - D
RIM: 4880.97
INV IN: 4872.06 - 48" (N)
INV OUT: 4872.06 - 48" (S)
8
9
.
0
1
'
o
f
4
8
"
R
C
P
@
0
.
1
0
%
STA: 18+54.19 (0.00, )
IRMH - E
RIM: 4880.93
INV IN: 4871.97 - 48" (N)
INV OUT: 4871.97 - 48" (S)
4
5
.
8
1
'
o
f
4
8
"
R
C
P
@
0
.
1
0
%
STA: 19+00.00 (0.00, )
IRMH - F
RIM: 4880.82
INV IN: 4871.92 - 48" (N)
pp
S
S
12'' W12'' W12'' W12'' W12'' W12'' W12'' W
S
S
S
SD
S
D
S
D
13+00 14+0015+
0
0
1
6
+
0
0
1
7
+
0
0
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
I
R
IRR
I
R
R
I
R
R
I
R
R
I
R
R
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4878 4878 4878
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48834883
T
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T
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T
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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 - 3/20/2023 10:28am, tyler.mela
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
'
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
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8
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0
3
/
2
0
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2
3
PRELIMINA
R
Y
N
O
T
F
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C
O
N
S
T
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I
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N
F
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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: 4880.82INV IN: 4871.92 - 48" (N)
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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
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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
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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 3 - 3/20/2023 10:29am, tyler.mela
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
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C
O
N
S
T
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T
I
O
N
H
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S
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N
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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
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N
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C
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T
8
1
8
2
8
3
8182PROPOSED SURFACE EXISTING SURFACE C.9.0 8
0
3
/
2
0
/
2
3
PRELIMINA
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
O
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W
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N
A
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T
I
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N
F
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R
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V
I
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W
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L
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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
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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
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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
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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 4 - 3/20/2023 10:29am, tyler.mela
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
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U
C
T
I
O
N
H
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N
G
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N
E
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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
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Y
N
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S
I
N
S
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L
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9
6
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8
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8
2
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C
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C
.
9
.
0
8
0
3
/
2
0
/
2
3
PRELIMINA
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
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W
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4
8
5
0
4
8
6
0
4
8
7
0
4
8
8
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0
31+0032+00
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3
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3
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0
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4874.804876.324874.834876.20
4874.75
4877.31
4870.45
4877.98
4874.04
4876.72
STA: 34+76.55 (0.00, )
IRMH - H
RIM: 4880.44
INV IN: 4869.90 - 48" (N)
9
8
.
0
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INV OUT: 4870.00 - 48" (S)
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P
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EP: 35+58.63
BREAK: 32+00.00
BREAK: 33+00.00
BREAK: 33+78.55
BREAK: 33+83.05
BREAK: 34+72.05Overall LP: 34+72.05
BREAK: 34+76.55
BREAK: 35+2
3
.
7
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EVP: 35+36.9
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PVI: 32+00.00
PVI: 33+00.00
PVI: 33+78.55
PVI: 33+83.05
PVI: 34+72.05
PVI: 34+76.55
PVI: 35+23.72
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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 - 3/20/2023 10:30am, tyler.mela
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
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C
K
S
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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
'
C.9.0 8
ID-6177-22
CJF
TLM
CJF
12/01/2022
IRRIGATION PLAN & PROFILE 5
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
2
9
C
.
1
0
.
4
I
R
R
I
G
A
T
I
O
N
P
L
A
N
A
N
D
P
R
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F
I
L
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5
SHEET C.10.0
S
H
E
E
T
C
.
5
.
2
2
N
D
E
A
S
T
MOODY RD
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
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N
K
E
Y
N
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S
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N
S
T
A
L
L
9
6
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I
R
R
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8
1
8
2
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S
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A
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0
3
/
2
0
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2
3
PRELIMINA
R
Y
N
O
T
F
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C
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N
S
T
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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
7+008+009+00
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
14'
13'
14.1'±
13.9'±
19.1'±
sd
sd
sd
sdsd15+0016+0017+00
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
14'13'13'15.2'±13.2'±15.8'±
14'
13'
16'±
12.6'±
15.6'±
sdsd23+0024+0025+0026+0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
1
+
0
0
15.5'±12.2'±15.7'±14'13'
14'
13'
S 32+0033+0034+00
3
5
+
0
0
3
5
+
5
4
EP: 35+53.72
14.3'±13'13'14'H:\!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 - C.11.0 - 3/17/2023 01:59pm, 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
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N
A
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Y
N
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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 PLAN
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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0
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0
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0
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0
4
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0
3
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0
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0
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0
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0
3
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0
3
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0
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0
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P
0
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0
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0
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P
0
5
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0
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P
0
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0
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L
0
3
/
2
0
/
2
3
PRELIMINA
R
Y
N
O
T
F
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C
O
N
S
T
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U
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N
F
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7+008+009+00
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
14'
13'
14.1'±
13.9'±
19.1'±
sd
sd
sd
sdsd15+0016+0017+00
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
14'13'13'15.2'±13.2'±15.8'±
14'
13'
16'±
12.6'±
15.6'±
sdsd23+0024+0025+0026+0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
1
+
0
0
15.5'±12.2'±15.7'±14'13'
14'
13'
S 32+0033+0034+00
3
5
+
0
0
3
5
+
5
4
EP: 35+53.72
14.3'±13'13'14'H:\!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 - C.111 - 3/17/2023 01:59pm, 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
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T
F
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C
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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 PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
3
1
C
.
1
1
.
1
VIEWPORT 1 THIS SHEETVIEWPORT 2 THIS SHEETVIEWPORT 3 THIS SHEET
VIEWPORT 2 THIS SHEETVIEWPORT 3 THIS SHEETVIEWPORT 4 THIS SHEET
V
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VIEWPORT 4 2ND EAST 2ND EAS
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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 - 3/17/2023 02:01pm, 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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E
L
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A
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Y
N
O
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F
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0
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0
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2
0
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C
A
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1
"
=
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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
C
O
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S
T
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U
C
T
I
O
N
E
N
T
R
A
N
C
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E
C
-
5
3
0
'
M
I
N
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 RETRIE
V
A
L
S
T
R
A
P
OVERFLOW(PEAK STOR
M
)
SEDIMENT ACCUM
U
L
A
T
I
O
N
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
L
B
E
DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTR
U
C
T
I
O
N
.
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 STRUCTURE
S
.
3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AU
T
H
O
R
I
T
Y
AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT.4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PER
I
M
E
T
E
R
O
F
PROJECT AS INDICATED ON THIS PLAN SHEET.5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTIN
G
S
T
O
R
M
DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE.6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AN
D
CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE E
L
E
M
E
N
T
S
ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW
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 ANDPAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABI
L
I
Z
A
T
I
O
N
OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPL
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 AN
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 DR
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
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4
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.13.0_PHASING PLAN.dwg - PHASING PLAN - 2/09/2023 01:38pm, jalen.fuhriman
1 5
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0 100'200'
SCALE: 1" = 100'
PHASING PLAN LEGEND
PHASE 1:
- ALL PUBLIC UTILITY INFRASTRUCTURE
- 2ND EAST PAVEMENT, CURB & GUTTER, AND SIDEWALK INCLUDING THE
INTERSECTION OF MOODY RD AND 2ND EAST
- RELOCATION OF THE DITCH ALONG 2ND EAST
- CULVERTS UNDER STREET 'A' AND MOODY RD, BURY DITCH ON NORTH LOT
- ASPHALT AND CURB & GUTTER ON STREETS 'A' AND 'B' (BOTH SIDES)
- ASPHALT AND CURB & GUTTER ON MOODY RD BETWEEN 2ND EAST AND THE
WEST SIDE OF STREET 'B'
- ASPHALT PAVEMENT (FULL WIDTH) AND CURB & GUTTER ON NORTH SIDE OF
MOODY RD FROM STREET 'B' TO WEST EDGE OF PROPERTY
PHASE 2:
- ASPHALT AND CURB & GUTTER ON STREET 'C'
PHASE 3:
- SIDEWALK TO BE INSTALLED THROUGH SITE PLAN DEVELOPMENT
03/20/23
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.0 - 3/17/2023 02:07pm, 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
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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
OVERALL LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO7
L
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STREET A -
LANDSCAPE PLAN
SHEET L.1.6
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LANDSCAPE PLAN
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MOODY ROAD -
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1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALLMATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THEPLAN SHALL DICTATE QUANTITIES TO BE USED.2.TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS:2.1.6" DEPTH IN ALL PLANTER BED AREAS2.2.4" DEPTH IN ALL TURF SOD AREAS2.3.4" DEPTH IN ALL NEW SEED AREAS.2.4.2" DEPTH IN ALL RESTORATION AREAS THAT WERE PREVIOUSLY VEGETATED.3.EDGING SHALL BE IMPLEMENTED BETWEEN ALL VARYING LANDSCAPE MATERIALS SUCHAS TURF GRASS AND BARK MULCH, BARK MULCH AND ROCK MULCH, TURF GRASS ANDBROADCAST SEED, ETC. EXACT TYPE OF EDGING SHALL BE INDICATED ON THE PLANS. IFNO EDGING IS INDICATED ON THE PLANS A 6" X 6" SLIP FORMED, SQUARE CONCRETECURB SHALL BE USED.4.LANDSCAPE ROCK AND BARK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER.SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. MULCH MATERIAL SHALL BEIMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWINGDEPTHS:4.1.1-2" DIAMETER FRACTURED STONE : 4"4.2.2-4" DIAMETER FRACTURED STONE: 4"4.3.STONE LARGER THAN 4" IN DIAMETER: DEPTH SHALL BE TWICE THE DIAMETER OF THESMALLEST STONE IN THE SPECIFIED GRADATION.4.4.1-2" COBBLE ROCK: 4"4.5.2-4" COBBLE ROCK: 6"4.6.PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN.6" AWAY FROM ALL TREES.5.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS ANDORDINANCES.6.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY ANDPERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USEMATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTENPERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT7.BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELDVERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDENECESSARY ADJUSTMENTS.8.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOURPERIOD AFTER PLANTING. FOLLOWING THE FIRST 24 HOURS ALL PLANTS SHALL BEWATERED ROUTINELY TO ENSURE SURVIVABILITY AND PROMOTE ESTABLISHMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WATERING SCHEDULE FOR THEOWNER'S REVIEW AND REFERENCE.9.THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATEOF FINAL ACCEPTANCE.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OFALL UNDERGROUND UTILITIES DURING THE INSTALLATION OF LANDSCAPE ANDIRRIGATION ELEMENTS. SHOULD ANY DAMAGE OCCUR TO UNDERGROUND UTILITIES THECONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THEOWNER.11.PRIOR TO STREET/PUBLIC TREE INSTALLATION, PRUNING (CROWN/ROOT) OR REMOVALPLEASE HAVE THE CONTRACTED LICENSED CERTIFIED ARBORIST SUBMIT A COMPLETEPUBLIC TREE PERMIT APPLICATION AT LEAST 10 DAYS PRIOR TO WORK BEINGPERFORMED FOR THIS PROJECT TO INCLUDE CERTIFIED ARBORIST INFORMATION ANDSTART AND COMPLETION DATES."12.DIMENSIONS SHOWN ON LANDSCAPE PLAN ARE SHOWN FOR REFERENCE AND TO AID ININSTALLATION. SLIGHT DEVIATIONS (+/-1') FROM THE DIMENSIONS SHOWN AREACCEPTABLE AS LONG AS THE OVERALL INTENT OF THE DESIGN IS MAINTAINED.13.THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING TREES DAMAGEDDURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER OR DEVELOPER.14.IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS SHALL BE PROVIDED USING EXISTINGPRESSURIZED IRRIGATION LINES AND THE SOURCE. THE SYSTEM SHALL BE ACOMBINATION OF SPRAY/ROTARY HEADS FOR TURF GRASS AREAS AND DRIP TUBINGWITH IN LINE EMITTERS FOR SHRUB AND TREE PLANTING AREAS. SEE IRRIGATION PLANSFOR EXACT LAYOUT.15.UTILITY LAYOUTS FOR THE CZC SUBMITTAL ARE DIAGRAMMATIC AND SUBJECT TOCHANGE AS THE DESIGN PROGRESSES. THE LANDSCAPE PLAN WILL BE UPDATEDACCORDINGLY TO RESOLVE CONFLICTS BETWEEN UTILITIES/UTILITY EASEMENTS ANDPLANTINGS .GENERAL LANDSCAPE NOTESSYMBOLDESCRIPTIONPROPOSED 5` WIDE SIDEWALK, REF. CIVIL PLANSPROPOSED UNDERGROUND STORM BASIN, REF. CIVIL PLANS 12 REFERENCE NOTES SCHEDULE GROUND COVERSQTYBOTANICAL / COMMON NAME285,723 SFPOA PRATENSIS `IMPERIAL BLUE`IMPERIAL BLUE KENTUCKY BLUEGRASS PLANT SCHEDULE OVERALLPRELIMINA
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top top top toptoptoptop
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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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
2ND EAST - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO7
L
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1
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.2 - 3/17/2023 02:08pm, 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
2ND EAST - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO8
L
.
1
.
2
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.3 - 3/17/2023 02:08pm, 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
MOODY ROAD - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO9
L
.
1
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.4 - 3/17/2023 02:09pm, 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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:
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ID-6177-22
CJF
TLM
CJF
12/01/2022
MOODY ROAD - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
0
L
.
1
.
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.5 - 3/17/2023 02:09pm, 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
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ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET A - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
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1
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.6 - 3/17/2023 02:10pm, 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
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T
F
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N
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N
0
2
0
'
4
0
'
S
C
A
L
E
:
1
"
=
2
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET A - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
1
L
.
1
.
6
STRE
E
T
A
SHEET L.1.6STA: 75+00
SHEET L.1.6
STA: 76+00
S
T
R
E
E
T
A
SHEET L.1.5STA: 72+00
1
1
11
2
2
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6
PRELIMINA
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Y
N
O
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F
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T
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F
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7
8
4
8
7
8
4
8
7
8
4
8
7
8
4
8
7
8
4
8
7
8
12'' W12'' W12'' W12'' W12'' W12'' W12'' W 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12''
W
1
2
'
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W
1
2
'
'
W
1
2
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W
1
2
'
'
W
1
2
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1
2
'
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1
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1
2
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1
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1
2
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1
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8
3
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0
0
8
4
+
0
0
8
5
+
0
0
4
8
7
6
4
8
7
6
4
8
7
6
4
8
7
6
12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W
1
2
'
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W
1
2
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1
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1
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1
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8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
S
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SD SD
SS
85+0086+00
8
7
+
0
0
8
8
+
0
0
8
9
+
0
0
9
0
+
0
0
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.7 - 3/17/2023 02:10pm, 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
R
C
O
N
S
T
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T
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O
N
H
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K
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N
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S
N
0
2
0
'
4
0
'
S
C
A
L
E
:
1
"
=
2
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET B - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
1
L
.
1
.
7
SHEET L.1.7
STA: 85+00
S
T
R
E
E
T
B
SHEET L.1.8
STA: 90+00
S
T
R
E
E
T
B
SHEET L.1.7STA: 86+00 1
1
1
1
22
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R
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1
.
7
PRELIMINA
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Y
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O
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F
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W
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Y
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1
2
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W
1
2
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1
2
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1
2
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1
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1
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90+0091+00
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2
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0
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4
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0
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7
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4
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7
7
4
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7
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4
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48
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H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.8 - 3/17/2023 02:10pm, 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
R
C
O
N
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T
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N
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S
N
0
2
0
'
4
0
'
S
C
A
L
E
:
1
"
=
2
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET B - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
1
L
.
1
.
8
SHEET L.1.8
STA: 94+00
S
T
R
E
E
T
B
SHEET L.1.7STA: 90+00STREET BSHEET L.1.8STA: 94+00
1
1
1
1
2 2
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S
C
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L
.
1
.
8
PRELIMINA
R
Y
N
O
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F
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C
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S
T
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F
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4
8
7
7
4
8
7
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7
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4
8
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1
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SD
105+00106+00
1
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0
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+
0
0
1
0
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+
0
0
1
1
0
+
0
0
H:\!2022\ID-6177-22 Lupine Meadows - Rexburg\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\L.1.0_LANDSCAPE PLAN.dwg - L.1.9 - 3/17/2023 02:11pm, 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
O
N
S
T
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N
H
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N
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N
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S
N
0
2
0
'
4
0
'
S
C
A
L
E
:
1
"
=
2
0
'
ID-6177-22
CJF
TLM
CJF
12/01/2022
STREET C - LANDSCAPE PLAN
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
1
L
.
1
.
9
SHEET L.1.9
STA: 105+00
S
T
R
E
E
T
C
SHEET L.1.10
STA: 110+00
S
T
R
E
E
T
C
SHEET L.1.9STA: 105+00
1
1
2
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S
C
H
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D
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L
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L
.
1
.
9
PRELIMINA
R
Y
N
O
T
F
O
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C
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S
T
R
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C
T
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N
F
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4875 4875
4
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SD
110+00111+00
1
1
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REVISIONS
REV #DATE
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12/01/2022
LANDSCAPE DETAILS
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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
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DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
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TLM
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12/01/2022
IRRIGATION SPECIFICATIONS
TETON RIVER TEMPLE OFFSITE IMPROVEMENTS
REXBURG, IDAHO
1
1
L
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3
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SITE WORKEXAMINATIONA.SITE VERIFICATION OF CONDITIONS1.48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE, CONTACT IDAHO DIGLINE OROTHER LOCALLY RECOGNIZED AND REPUTABLE UNDERGROUND UTILITY LOCATOR SERVICECOMPANY TO ARRANGE FOR UTILITY LOCATION SERVICES.2.POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND FACILITIES AT SUFFICIENTLOCATIONS TO ASSURE THAT NO CONFLICT WITH THE PROPOSED WORK EXISTS AND SUFFICIENTCLEARANCE IS AVAILABLE TO AVOID DAMAGE TO EXISTING FACILITIES.3.PERFORM POTHOLING AT LEAST 10 WORKING DAYS IN ADVANCE OF PERFORMING ANYEXCAVATION OR UNDERGROUND WORK.4.UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES, NOTIFY ARCHITECT BYPHONE OF FAX WITHIN 24 HOURS, FOLLOW TELEPHONE OR FAX NOTIFICATION WITH LETTER ANDDIAGRAMS INDICATING CONFLICT OR PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TOEVALUATE PROBLEM.B.PROTECTION1.AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR ADJACENT TO PUBLICSTREETS OR HIGHWAYS.2.REMOVE SPILLAGE AND SWEEP, WASH, OR OTHERWISE CLEAN PROJECT, STREETS, ANDHIGHWAYS.3.DUST CONTROL-3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE, BOTH ON-SITE ANDADJACENT TO PUBLIC AND PRIVATE PROPERTIES.3.2.CORRECT OR REPAIR DAMAGE CAUSED BY DUST.3.3.EROSION CONTROL-3.3.1.TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND TRANSPORTATION OF SOILDOWNSTREAM, TO ADJACENT PROPERTIES, AND INTO ON-SITE OR OFF-SITE DRAINAGESYSTEMS.3.3.2.DEVELOP, INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF REQUIRED BY LAW.3.3.3.REPAIR AND CORRECT DAMAGE CAUSED BY EROSION.C.IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE PROMPTLY,OWNER MAY TAKE SUCH STEPS AS MAY BE DEEMED NECESSARY AND DEDUCT COSTS OF SUCHFROM MONIES DUE TO CONTRACTOR. SUCH ACTION OR LACK OF ACTION ON OWNER'S PAR DOESNOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK.1.ADJUST EXISTING COVERS, BOXES, AND VAULTS TO GRADE.2.REPLACE BROKEN OR DAMAGED COVERS, BOXES AND VAULTS.3.INDEPENDENTLY CONFIRM SIZE, LOCATION, AND NUMBER OF COVERS, BOXES AND VAULTS WHICHREQUIRE ADJUSTMENT.D.FIELD QUALITY CONTROL1.IF WORK HAS BEEN INTERRUPTED BY WEATHER, SCHEDULING, OR OTHER REASON, NOTIFYARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED RESUMPTION OF GRADING OR COMPACTING.2.OWNER RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING TO RE-AFFIRM SUITABILITY OFCOMPLETED WORK INCLUDING COMPACTING SOILS WHICH HAVE BEEN EXPOSED TO ADVERSEWEATHER CONDITIONS.LANDSCAPE FINISH GRADINGSUMMARYA.INCLUDES BUT NOT LIMITED TO 1. PERFORM FINISH GRADING WORK REQUIRED TO PREPARE SITE FOR INSTALLATION OF LANDSCAPING AS DESCRIBED IN CONTRACT DOCUMENTS.MATERIALS A. IMPORTED TOPSOIL TO MEET THE FOLLOWING CRITERIA:1. FERTILE, LOOSE, FRIABLE SOIL MEETING FOLLOWING CRITERIA1.1.CHEMICAL CHARACTERISTICS- 1.1.1. ACIDITY/ALKALINITY RANGE - PH 5.5 TO 7.7 1.1.2. SOLUBLE SALTS - LESS THAN 2.0 MMHOS/CM 1.1.3. SODIUM ABSORPTION RATIO (SAR) - LESS THAN 3.0 1.1.4. ORGANIC MATTER - GREATER THAN ONE PERCENT1.2.PHYSICAL CHARACTERISTICS- 1.2.1. GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL CHARACTERISTICS AS MEASURED BY HYDROMETER.SAND - 15 TO 60 PERCENTSILT - 10 TO 60 PERCENTCLAY - 5 TO 30 PERCENT 1.2.2. CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS, NOXIOUS WEEDS, ROCKS LARGER THAN 1_12 INCH IN ANY DIMENSION, AND OTHER OBJECTIONABLE MATERIALS.1.3. SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES MEASURING OVER 2.0 MM IN LARGEST SIZE.PREPARATION A. PRIOR TO GRADING, DIG OUT WEEDS FROM PLANTING AREAS BY THEIR ROOTS AND REMOVE FROMSITE. BEFORE PLACING TOP SOIL IN LANDSCAPE AREAS, REMOVE ROCKS LARGER THAN 1 INCH IN SIZE ANDFOREIGN MATTER SUCH AS BUILDING RUBBLE, WIRE, CANS, STICKS, CONCRETE, ETC.B.PRIOR TO PLACING TOPSOIL, REMOVE ANY IMPORTED BASE MATERIAL PRESENT IN PLANTING AREASDOWN TO NATURAL SUBGRADE OR OTHER MATERIAL ACCEPTABLE TO ARCHITECT.PERFORMANCEA. SITE TOLERANCES1. TOTAL TOPSOIL DEPTH- 1.1. LAWN PLANTING AREAS - 4 INCHES MINIMUM 1.2. SHRUB & GROUNDCOVER PLANTING AREAS - 12 INCHES MINIMUM THROUGHOUT ENTIRE SHRUB BED AREA.2. ELEVATION OF TOPSOIL RELATIVE TO WALKS, CURBS OR OTHER PAVEMENTS BEFORE PLANTINGAND AFTER ADDITION OF SOIL AMENDMENTS - 2.1 SODDED LAWN AREAS - 2 INCHES BELOW 2.2. SHRUB & GROUNDCOVER AREAS - 2 INCHES BELOWB. DO NOT EXPOSE OR DAMAGE EXISTING SHRUB OR TREE ROOTS.C. DISTRIBUTE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO SPECIFIED ELEVATION RELATIVETO WALK OR CURB.D.SLOPE GRADE AWAY FROM BUILDING FOR 12 FEET MINIMUM FROM WALLS AT SLOPE OF 12 INCH PER FTMINIMUM UNLESS OTHERWISE NOTED. HIGH POINT OF FINISH GRADE AT BUILDING FOUNDATION SHALLBE 6 INCHES MINIMUM BELOW FINISH FLOOR LEVEL. DIRECT SURFACE DRAINAGE IN MANNERINDICATED ON DRAWINGS BY MOLDING SURFACE TO FACILITATE NATURAL RUN_OFF OF WATER. FILLLOW SPOTS AND POCKETS WITH TOP SOIL AND GRADE TO DRAIN PROPERLY.IRRIGATION SYSTEMSSUMMARYA.THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, LAWN SPRINKLER SPECIALTIES, CONTROLS,AND WIRING.SYSTEM DESCRIPTIONA.PROVIDE UNDERGROUND IRRIGATION SYSTEM DESIGN AND INSTALLATION AS REQUIRED FOR ALLLANDSCAPING. DESIGN SYSTEM AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE WITHOUTSPRAYING ONTO BUILDINGS, SIDEWALKS, FENCES, ETC.B.CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE (PSI) AND FLOW (GPM).DEFINITIONA.CIRCUIT PIPING: DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS, SPECIALTIES, AND DRAINVALVES. PIPING IS UNDER PRESSURE DURING FLOW.B.DRAIN PIPING: DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES. PIPING IS NOT UNDERPRESSURE.C.IRRIGATION MAIN PIPING: DOWNSTREAM FROM POINT OF CONNECTION TO WATER DISTRIBUTIONPIPING TO INCLUDING CONTROL VALVES PIPING IS UNDER WATER DISTRIBUTION SYSTEM PRESSURE.SYSTEM PERFORMANCE REQUIREMENTSA.MINIMUM WATER COVERAGE: 100 PERCENT OF TURF AND PANTING AREAS.B.LOCATION OF SPRINKLERS AND SPECIALTIES: DESIGN LOCATION WILL BE APPROXIMATE. MADEMINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS ANDLIGHT STANDARDS.C.MINIMUM WORKING PRESSURES: THE FOLLOWING ARE MINIMUM PRESSURE REQUIREMENTS FORPIPING, VALVES, AND SPECIALTIES, UNLESS OTHERWISE INDICATED:1. IRRIGATION MAIN PIPING: 200 PSIG 1380 KPA.2. CIRCUIT PIPING: 150 PSIG 1035 KPA.3. DRAIN PIPING: 100 PSIG 690 KPA.GUARANTEEA.SUBMIT 1-YEAR WRITTEN GUARANTEE SI
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E
M
I
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S
U
L
T
I
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FROM LEAKS OR OTHER DEFECTS IN MAT
E
R
I
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L
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E
Q
U
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N
T
A
N
D
W
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A
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I
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E
SATISFACTION OF THE OWNER. REPAIRS,
I
F
R
E
Q
U
I
R
E
D
,
S
H
A
L
L
B
E
D
O
N
E
P
R
O
M
P
T
L
Y
A
T
N
O
C
O
S
T
T
O
THE OWNER.SUBMITTALSA.PRODUCT DATA: INCLUDE PRESSURE RAT
I
N
G
,
R
A
T
E
D
C
A
P
A
C
I
T
Y
,
S
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S
,
A
N
D
E
L
E
C
T
R
I
C
A
L
D
A
T
A
OF SELECTED MODELS FOR THE FOLLOWI
N
G
:
1. VALVES: INCLUDE ABOVEGROUN
D
A
N
D
U
N
D
E
R
G
R
O
U
N
D
;
G
E
N
E
R
A
L
-
D
U
T
Y
,
MANUAL AND AUTOMATIC CONTROL, AND QUICK-
C
O
U
P
L
E
R
T
Y
P
E
S
.
2. VALVE BOXES.3. SPRINKLERS.4. SPECIALTIES.5. CONTROLLERS. INCLUDE WIRIN
G
D
I
A
G
R
A
M
S
.
B.SHOP DRAWINGS: COMPLETE IRRIGATION
D
E
S
I
G
N
.
S
H
O
W
I
R
R
I
G
A
T
I
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N
P
I
P
I
N
G
,
I
N
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L
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D
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P
L
A
N
LAYOUT AND LOCATIONS, TYPES SIZES C
A
P
A
C
I
T
I
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S
,
A
N
D
F
L
O
W
C
H
A
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A
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R
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I
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S
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F
P
I
P
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A
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D
PIPE COMPONENTS, VALVES, SPRINKLER
S
,
R
O
T
O
R
S
A
N
D
D
R
I
P
S
Y
S
T
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M
S
,
L
I
G
H
T
I
N
G
P
R
O
T
E
C
T
I
O
N
,
ACCESSORIES SUCH AS AIR RELIEF VALV
E
,
D
R
A
I
N
S
E
T
C
A
N
D
I
R
R
I
G
A
T
I
O
N
C
O
N
T
O
L
L
E
R
(
S
)
A
N
D
CONTROLLER WIRING. SHOW AREAS OF S
P
R
I
N
K
L
E
R
S
P
R
A
Y
A
N
D
O
V
E
R
S
P
R
A
Y
.
C.COORDINATION DRAWINGS: SHOW PIPING
A
N
D
M
A
J
O
R
S
Y
S
T
E
M
C
O
M
P
O
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E
N
T
S
,
I
N
D
I
C
A
T
E
I
N
T
E
R
F
A
C
E
AND SPATIAL RELATIONSHIP BETWEEN PI
P
I
N
G
,
S
Y
S
T
E
M
C
O
M
P
O
N
E
N
T
S
,
A
D
J
A
C
E
N
T
U
T
I
L
I
T
I
E
S
,
A
N
D
PROXIMATE STRUCTURES.D.MAINTENANCE DATA: TO INCLUDE IN MAIN
T
E
N
A
N
C
E
M
A
N
U
A
L
S
S
P
E
C
I
F
I
E
D
I
N
D
I
V
I
S
I
O
N
1
.
I
N
C
L
U
D
E
DATA FOR THE FOLLOWING:1. SUBMIT THREE (3) COPIES OF T
Y
P
E
W
R
I
T
T
E
N
I
N
S
T
R
U
C
T
I
O
N
S
,
B
O
U
N
D
I
N
S
U
I
T
A
B
L
E
S
I
Z
E
D
RING BINDERS, RECOMMENDING P
R
O
C
E
D
U
R
E
S
T
O
B
E
E
S
T
A
B
L
I
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H
E
D
B
Y
T
H
E
O
W
N
E
R
F
O
R
T
H
E
MAINTENANCE OF THE SYSTEM FR
O
M
Y
E
A
R
T
O
Y
E
A
R
.
T
H
I
S
S
H
A
L
L
I
N
C
L
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C
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M
P
L
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T
E
INSTRUCTIONS FOR SYSTEM OPER
A
T
I
O
N
A
N
D
M
A
I
N
T
E
N
A
N
C
E
I
N
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L
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D
I
N
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W
I
N
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Z
I
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G
A
N
D
COMPLETE INSTRUCTIONS ON HO
W
T
O
D
R
A
I
N
E
N
T
I
R
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B
A
C
K
F
L
O
W
P
R
E
V
E
N
T
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R
T
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P
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E
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E
N
T
FREEZING. SUBMIT MANUALS WITH
R
E
C
O
R
D
D
R
A
W
I
N
G
S
.
T
H
E
M
A
N
U
A
L
S
H
A
L
L
A
L
S
O
C
O
N
T
A
I
N
:
1.1IDENTIFICATION READABLE
F
R
O
M
T
H
E
O
U
T
S
I
D
E
O
F
T
H
E
C
O
V
E
R
S
T
A
T
I
N
G
BY WHOM THE INFORMATIO
N
W
A
S
C
O
M
P
I
L
E
D
.
1.2 NEATLY TYPEWRITTEN INDE
X
N
E
A
R
T
H
E
F
R
O
N
T
O
F
T
H
E
M
A
N
U
A
L
,
FURNISHING IMMEDIATE INF
O
R
M
A
T
I
O
N
A
S
T
O
T
H
E
L
O
C
A
T
I
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T
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M
A
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A
L
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F
A
L
L
EMERGENCY DATA REGARD
I
N
G
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
.
1.3 COMPLETE NOMENCLATUR
E
O
F
A
L
L
R
E
P
L
A
C
E
A
B
L
E
P
A
R
T
S
,
T
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E
I
R
P
A
R
T
N
U
M
B
E
R
S
,
CURRENT COST, AND NAME
A
N
D
A
D
D
R
E
S
S
O
F
T
H
E
N
E
A
R
E
S
T
V
E
N
D
O
R
O
F
REPLACEMENT PARTS. 1.4COMPLETE OUTLINE OF FUT
U
R
E
W
A
T
E
R
I
N
G
S
C
H
E
D
U
L
E
S
A
N
D
W
H
E
N
T
H
E
Y
S
H
O
U
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D
B
E
CHANGED FROM THE INITIA
L
I
N
S
T
A
L
L
A
T
I
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S
C
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D
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L
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.
T
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I
N
I
T
I
A
L
S
C
H
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D
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E
I
S
CALCULATED FOR A WATER
I
N
G
R
A
T
E
T
O
E
S
T
A
B
L
I
S
H
N
E
W
L
A
W
N
.
1.5 COPY OF ALL GUARANTEES
A
N
D
W
A
R
R
A
N
T
I
E
S
I
S
S
U
E
D
O
N
T
H
E
I
N
S
T
A
L
L
A
T
I
O
N
,
SHOWING ALL DATES OF EX
P
I
R
A
T
I
O
N
.
E.RECORD DRAWINGS:1. AS INSTALLATION OCCURS, PREPARE A
C
C
U
R
A
T
E
R
E
C
O
R
D
D
R
A
W
I
N
G
T
O
B
E
SUBMITTED PRIOR TO FINAL INSPECTION,
I
N
C
L
U
D
I
N
G
:
1.1 DETAIL AND DIMENSION CH
A
N
G
E
S
M
A
D
E
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
1.2 SIGNIFICANT DETAILS AND
D
I
M
E
N
S
I
O
N
S
N
O
T
S
H
O
W
N
I
N
T
H
E
A
P
P
R
O
V
E
D
C
O
N
T
R
A
C
T
DOCUMENTS.1.3 FIELD DIMENSIONED LOCATI
O
N
S
O
F
V
A
L
V
E
B
O
X
E
S
,
M
A
N
U
A
L
D
R
A
I
N
S
,
A
U
T
O
M
A
T
I
C
D
R
A
I
N
VALVES, QUICK-COUPLER V
A
L
V
E
S
,
C
O
N
T
R
O
L
W
I
R
E
R
U
N
S
N
O
T
I
N
M
A
I
N
L
I
N
E
D
I
T
C
H
,
A
N
D
BOTH ENDS OF SLEEVES.1.4 TAKE DIMENSIONS FROM P
E
R
M
A
N
E
N
T
C
O
N
S
T
R
U
C
T
E
D
S
U
R
F
A
C
E
S
O
R
E
D
G
E
S
L
O
C
A
T
E
D
AT OR ABOVE FINISH GRAD
E
.
1.5TAKE AND RECORD DIMENS
I
O
N
S
A
T
T
I
M
E
O
F
I
N
S
T
A
L
L
A
T
I
O
N
.
2. THE RECORD DRAWINGS SHALL BE PR
O
V
I
D
E
D
E
L
E
C
T
R
O
N
I
C
A
L
L
Y
I
N
A
U
T
O
C
A
D
(
O
R
I
N
S
O
F
T
W
A
R
E
COMPATIBLE WITH AUTOCAD) AND ON RE
P
R
O
D
U
C
I
B
L
E
M
A
T
E
R
I
A
L
(
I
.
E
.
,
S
E
P
I
A
)
.
3. PROVIDE REDUCED COPY OF RECORD
D
R
A
W
I
N
G
A
T
H
A
L
F
-
S
I
Z
E
W
I
T
H
C
O
L
O
R
K
E
Y
C
I
R
C
U
I
T
S
,
A
N
D
LAMINATE BOTH SIDES WITH 5 MIL THICK
O
R
H
E
A
V
I
E
R
P
L
A
S
T
I
C
.
M
O
U
N
T
O
N
1
4
I
N
C
H
P
L
Y
W
O
O
D
B
O
A
R
D
.
DRILL TWO 1/2-INCH HOLES AT TOP OF BO
A
R
D
A
N
D
H
A
N
G
O
N
H
O
O
K
S
I
N
E
L
E
C
T
R
I
C
A
L
R
O
O
M
O
R
A
S
DIRECTED BY ARCHITECT OR OWNER.QUALITY ASSURANCEA. PRODUCT OPTIONS: DRAWINGS SHALL INDI
C
A
T
E
S
I
Z
E
,
P
R
O
F
I
L
E
S
,
A
N
D
D
I
M
E
N
S
I
O
N
A
L
REQUIREMENTS OF IRRIGATION PIPING AN
D
C
O
M
P
O
N
E
N
T
S
B
A
S
E
D
O
N
S
P
E
C
I
F
I
C
T
Y
P
E
S
A
N
D
M
O
D
E
L
S
INDICATED.B. WORK AND MATERIALS SHALL BE IN ACCOR
D
A
N
C
E
W
I
T
H
L
A
T
E
S
T
R
U
L
E
S
A
N
D
R
E
G
U
L
A
T
I
O
N
S
,
A
N
D
O
T
H
E
R
APPLICABLE STATE OR LOCAL LAWS. NOTHI
N
G
I
N
A
P
P
R
O
V
E
D
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
I
S
T
O
B
E
CONSTRUED TO PERMIT WORK NOT CONFO
R
M
I
N
G
T
O
T
H
E
S
E
C
O
D
E
S
.
C. PRE-INSTALLATION MEETING: SCHEDULE ME
E
T
I
N
G
A
F
T
E
R
E
X
C
A
V
A
T
I
O
N
O
F
T
R
E
N
C
H
E
S
A
N
D
INSTALLATION OF SLEEVES, BUT PRIOR TO I
N
S
T
A
L
L
A
T
I
O
N
O
F
P
I
P
E
.
PROJECT CONDITIONSA. INVESTIGATE AND DETERMINE AVAILABLE W
A
T
E
R
S
U
P
P
L
Y
,
W
A
T
E
R
P
R
E
S
S
U
R
E
,
W
A
T
E
R
Q
U
A
L
I
T
Y
A
N
D
FLOW CHARACTERISTICS. REPORT ANY DIS
C
R
E
P
A
N
C
I
E
S
F
R
O
M
D
E
S
I
G
N
T
O
A
R
C
H
I
T
E
C
T
.
SEQUENCING AND SCHEDULIN
G
A. MAINTAIN UNINTERRUPTED WATER SERVIC
E
T
O
B
U
I
L
D
I
N
G
D
U
R
I
N
G
N
O
R
M
A
L
W
O
R
K
I
N
G
H
O
U
R
S
.
ARRANGE FOR TEMPORARY WATER SHUTO
F
F
W
I
T
H
O
W
N
E
R
.
B. COORDINATE IRRIGATION PIPING WITH UTIL
I
T
Y
W
O
R
K
.
EXTRA MATERIALSA. FURNISH EXTRA MATERIALS DESCRIBED BE
L
O
W
T
H
A
T
M
A
T
C
H
P
R
O
D
U
C
T
S
I
N
S
T
A
L
L
E
D
A
N
D
T
H
A
T
A
R
E
PACKAGED WITH PROTECTIVE COVERING F
O
R
S
T
O
R
A
G
E
A
N
D
I
D
E
N
T
I
F
I
E
D
W
I
T
H
L
A
B
E
L
S
D
E
S
C
R
I
B
I
N
G
CONTENTS. DELIVER EXTRA MATERIALS TO
O
W
N
E
R
.
1. TWO VALVE BOX COVER KEYS. 2. TWO QUICK COUPLER KEYS WITH BR
A
S
S
H
O
S
E
S
W
I
V
E
L
.
3. TWO MANUAL DRAIN VALVE KEYS. 4. TWO SETS OF SPRINKLER WRENCHE
S
F
O
R
A
D
J
U
S
T
I
N
G
,
C
L
E
A
N
I
N
G
O
R
D
I
S
A
S
S
E
M
B
L
Y
O
F
E
A
C
H
TYPE OF SPRINKLER. 5. TWO OF ANY OTHER TOOLS REQUIR
E
D
F
O
R
A
N
Y
O
T
H
E
R
E
Q
U
I
P
M
E
N
T
.
MATERIALSA. BACKFILL MATERIAL1. BACKFILL MATERIAL SHALL CONSIST O
F
S
A
N
D
,
N
A
T
I
V
E
M
A
T
E
R
I
A
L
O
R
T
O
P
S
O
I
L
W
I
T
H
N
O
R
O
C
K
S
LARGER THAN 14 INCH IN ANY DIMENSION.
A
R
C
H
I
T
E
C
T
S
H
A
L
L
A
P
P
R
O
V
E
O
N
-
S
I
T
E
M
A
T
E
R
I
A
L
F
O
R
BACKFILL OPERATION.2. IMPORTED BACKFILL MATERIAL, AS RE
Q
U
I
R
E
D
,
S
H
A
L
L
B
E
C
L
E
A
N
S
O
I
L
,
F
R
E
E
F
O
R
M
O
R
G
A
N
I
C
MATERIAL, TRASH, DEBRIS, RUBBISH, BRO
K
E
N
C
E
M
E
N
T
,
A
S
P
H
A
L
T
M
A
T
E
R
I
A
L
,
O
R
O
T
H
E
R
OBJECTIONABLE SUBSTANCES AND APPR
O
V
E
D
B
Y
T
H
E
A
R
C
H
I
T
E
C
T
.
B. DRAINAGE FILL MATERIAL1. WASHED, EVENLY GRADED MIXTURE O
F
C
R
U
S
H
E
D
S
T
O
N
E
,
O
R
C
R
U
S
H
E
D
O
R
U
N
C
R
U
S
H
E
D
G
R
A
V
E
L
,
WITH 100% PASSING A 1-1/2" SIEVE AND N
O
T
M
O
R
E
T
H
A
N
5
%
P
A
S
S
I
N
G
A
N
O
.
4
S
I
E
V
E
.
COMPONENTSA. PIPE AND FITTINGS:1. PIPE SHALL BE CONTINUOUSLY AND P
E
R
M
A
N
E
N
T
L
Y
M
A
R
K
E
D
W
I
T
H
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