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1.ALL WATER MAINLINES SHALL BE D.I. CLASS 50.2.THE WATER LINE CONSTRUCTION SHALL CONFORM TO CITY OF ID
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SPECIFICATIONS AND THE DEPARTMENT OF ENVIRONMENTAL QU
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WATER SYSTEMS AND DISINFECTION SPECIFICATIONS SHOULD B
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OF WATER MAINS STANDARDS.3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEP
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LINES.SEWER1.ALL SANITARY SEWER PIPE SHALL BE TO THE PROJECT STANDAR
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2.CONTRACTOR SHALL INSTALL ALL SANITARY SEWER MAINS AND
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LINES.4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND
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5.SEWER LENGTHS AND SLOPES ON THE PROFILE VIEWS ARE MEA
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MANHOLES.6.ALL REMOVED EXISTING SEWER OR WATER UTILITIES SHALL EITH
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OF ACCORDING TO GOVERNING REGULATIONS.7.ALL ABANDONED OR UNUSED SEWER MANHOLES SHALL BE COM
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CAPPED WITH A PLASTIC OR CONCRETE CAP.9.SEWER LATERALS MAY EITHER BE COMPLETELY REMOVED OR AB
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IRRIGATION1.IRRIGATION SLEEVES SHALL BE INSTALLED AS SHOWN.2.ALL PRESSURE IRRIGATION PIPE SHALL BE INSTALLED AND AIR T
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CULINARY WATER SYSTEM PER THE "IDAHO FALLS STANDARDS"3.ALL IRRIGATION PIPING INCLUDING SERVICE MATERIALS MUST BE
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1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF IDAHO FALLSENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2010). CITY OF IDAHO FALLS PUBLIC WORKSDIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2010), AND IDAHO STANDARDS FOR PUBLICWORKS CONSTRUCTION(ISPWC, 2015).2. ALL SURPLUS EXCAVATION SHALL BE PLACED ON SITE AND DISPOSED OF AT AN APPROVED LOCATION.3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STANDARDS.THE SPECIFICATIONS AND DRAWINGS ARE AVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CITY OFIDAHO FALLS STANDARDS.5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TOBE REMOVED.7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BYTHE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTION.9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED.10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THECONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALLIMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THEPROPOSED CHANGES.11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUSTABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER ACT.12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF IDAHO FALLS STANDARDS.13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THECONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCINGWORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HISFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREAUNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCEWITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THECONSTRUCTION AREA.16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANSON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGNENGINEER.17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, ASREQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARINGAND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH,UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS,RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THEFOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSEDOF OFF SITE.18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIORTO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THEGEOTECHNICAL REPORT.20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINESINCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERALCONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRACOSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/ORSUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ANDCITY STANDARDS.22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLSGREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHINTHE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINALACCEPTANCE.
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H:\!2021\ID-LD-3864-21 Liddiard Corner\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.2_LEGEND.dwg - LEGEND - 8/22/2023 10:59am, 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
P
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www.horrocks.com
P
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Pkwy, Suite 205
Idaho Falls, ID 83402
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CITY REVIEW SET
ID-LD-3864-21
CJF
TLM
TLM
08/21/2023
LEGEND
CL STORAGE #1
THORNTON, IDAHO3
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H:\!2021\ID-LD-3864-21 Liddiard Corner\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.2.0_OVERALL SITE PLAN.dwg - OVERALL SITE PLAN - 8/22/2023 10:59am, 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
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DRAWING IS NOT TO SCALE
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2194 Snake River Pkwy, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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P
E
R
M
U
T
C
D
S
T
A
N
D
A
R
D
S
D
R
A
I
N
A
G
E
F
I
E
L
D
P
R
O
P
O
S
E
D
W
E
L
L
L
O
C
A
T
I
O
N
0
1
0
2
0
3
0
4
0
5
0
6
0
4
0
4
0
2
01
0
3
0
1
0
1
0
1
0
3
0
3
0
5
06
P
A
R
K
I
N
G
A
N
A
L
Y
S
I
S
R
E
Q
U
I
R
E
M
E
N
T
S
R
E
Q
U
I
R
E
D
P
R
O
V
I
D
E
D
P
A
R
K
I
N
G
S
T
A
L
L
S
7
7
T
O
T
A
L
7
7
#
P
A
R
K
I
N
G
S
T
A
L
L
C
O
U
N
T
N
O
T
E
S
:
B
U
I
L
D
I
N
G
9
2
0
5
S
F
(
7
,
6
0
5
S
F
W
A
R
E
H
O
U
S
E
,
1
6
0
0
S
F
O
F
F
I
C
E
S
P
A
C
E
)
0
.
2
S
T
A
L
L
S
/
1
0
0
0
S
F
O
F
B
U
I
L
D
I
N
G
R
E
Q
U
I
R
E
D
F
O
R
A
L
L
W
A
R
E
H
O
U
S
E
U
S
E
7
6
0
5
S
F
/
1
0
0
0
S
F
=
7
.
6
0
5
7
.
6
0
5
*
0
.
2
=
1
.
5
2
S
T
A
L
L
S
3
S
T
A
L
L
S
R
E
Q
U
I
R
E
D
P
E
R
1
0
0
0
S
F
O
F
O
F
F
I
C
E
S
P
A
C
E
1
6
0
0
S
F
/
1
0
0
0
S
F
=
1
.
6
1
.
6
*
3
=
4
.
8
S
T
A
L
L
S
4
.
8
S
T
A
L
L
S
+
1
.
5
2
S
T
A
L
L
S
=
6
.
3
2
S
T
A
L
L
S
R
E
Q
U
I
R
E
D
4
3
W
4
7
0
0
S
S
2
8
6
0
W
S
2
8
6
0
W
REFERENCE POINTS FOREXISTING CONDITIONSVICINITY MAP LOCATION
-
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
H
A
T
C
H
3
1
L
F
O
F
F
E
N
C
E
D
E
M
O
STORM SWALE
S
T
O
R
M
S
W
A
L
E
0
8
/
2
1
/
2
3
D
R
A
I
N
F
I
E
L
D
R
E
P
L
A
C
E
M
E
T
D
R
A
I
N
F
I
E
L
D