HomeMy WebLinkAboutREDLINED SITE PLAN - 23-00585 - CL Storage - Bldg 1 - Shell OnlyAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Description : CL Storage - Bldg 1 - Shell Only
Address : RP04SRB0010020
Application Type :
Document Filename : CL STORAGE #1_County 1st Submittal_082223.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C.2.0 Free Text Cody Jones : Building Open 4 ADA parking required with required accessibility to building.
# 23-00585
Madison County - Commercial
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 08.30.2023
Approval of plans does not constitute approval of variance from code
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ENGINEER:
HORROCKS ENGINEERS
Know what's below.
Call before you dig.
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THORNTON, IDAHO
SHEET INDEX
PAGE #SHEET #SHEET TITLE
1 C.1.0 COVER SHEET
2 C.1.1 GENERAL NOTES
3 C.1.2 LEGEND
4 C.2.0 OVERALL SITE PLAN & DETAILS
2194 Snake River Pkwy., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CONTACT: CADEN FUHRIMAN, PE
H:\!2021\ID-LD-3864-21 Liddiard Corner\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - COVER SHEET - 8/22/2023 10:58am, tyler.melander
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C.1.1
A.HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS
PLAN TO CONTAIN THE RUNOFF FROM THE IDAHO FALLS CITY SPECIFIED DESIGN STORM EVENT FOR THE
PROPOSED CITY R.O.W. ONLY.
B.DEVELOPER WILL CAUSE THE OWNERS OF THE LOTS TO DESIGN AND CONSTRUCT A RETENTION POND FOR
THE CITY STANDARD ON EACH LOT. THE POND SHALL COMPLY WITH THE CITY STANDARD FOR RETENTION
POND WITHOUT OUTLET. POND SHALL BE MAINTAINED ON SITE BY OWNER. POND SHALL BE DESIGNED BY A
LICENSED PROFESSIONAL ENGINEER IN THE STATE OF IDAHO AND THE ENGINEER SHALL CERTIFY THAT THE
VOLUME HAS BEEN CONSTRUCTED PRIOR TO ISSUANCE OF OCCUPANCY PERMIT.
C.IT IS THE PROPERTY OWNER'S RESPONSIBILITY (DEVELOPER, HOMEOWNER, HOMEOWNERS ASSOC. ETC.)
TO COMPLETE AND MAINTAIN THE FINAL GRADING ON THEIR PROPERTY IN ACCORDANCE WITH THE
DRAINAGE CONCEPT IDENTIFIED IN THE GRADING AND DRAINAGE PLAN AND GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS. THE PROPERTY OWNER IS RESPONSIBLE, IN PERPETUITY, FOR INSPECTING AND
MAINTAINING PROPER DRAINAGE DURING CONSTRUCTION AND WHEN RE-GRADING OR MAKING
MODIFICATIONS TO DRAINAGE FACILITIES THAT EFFECTS THEIR PROPERTY.
D.ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER
PRIOR TO DELIVERY TO THE SITE
E.THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT,
PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING OPERATIONS
INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION,
PLACEMENT OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN
CONFORMANCE WITH THE GEOTECHNICAL REQUIREMENTS FOR THE SITE AND ONSITE FIELD
OBSERVATIONS AS REQUIRED BY THE GEOTECHNICAL FIRM.
F.IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY HORROCKS IMMEDIATELY IF THERE ARE ANY
CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE
REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS.
G.ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY
THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE
PREPARATION, SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS.
H.THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR
POLLUTION CAUSED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE
MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE. ACCESS ROADWAYS AND ADJACENT
PROPERTIES IN A CLEAN CONDITION.
I.ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF IDAHO
CITY CODES, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL INVESTIGATION STUDY.
J.THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN
PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS.
INTERMOUNTAIN GAS COMPANY
1527 HOLLIPARK DR.
IDAHO FALLS, IDAHO 83401
(208) 542-6600
NATURAL GAS
IDAHO IRRIGATION DISTRICT
496 E 14TH ST.
IDAHO FALLS, IDAHO 83402
(208) 522-2356
IRRIGATION
POWER
CITY OF IDAHO FALLS PUBLIC WORKS
308 CONSTITUTION WAY
IDAHO FALLS, IDAHO 83402
(208) 612-8471
WATER
1.ALL WATER MAINLINES SHALL BE D.I. CLASS 50.
2.THE WATER LINE CONSTRUCTION SHALL CONFORM TO CITY OF IDAHO FALLS STANDARD DRAWINGS &
SPECIFICATIONS AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS OF PUBLIC DRINKING
WATER SYSTEMS AND DISINFECTION SPECIFICATIONS SHOULD BE TO ANSI/AWWA C 651-92: DISINFECTION
OF WATER MAINS STANDARDS.
3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN WATER AND SEWER
LINES.
SEWER
1.ALL SANITARY SEWER PIPE SHALL BE TO THE PROJECT STANDARDS.
2.CONTRACTOR SHALL INSTALL ALL SANITARY SEWER MAINS AND SERVICE LINES PRIOR TO INSTALLING ANY
WATER SYSTEM IMPROVEMENTS. ADJUST WATER LINES AS PER PLANS TO MAINTAIN SEPARATION OF MAIN
LINES AND TO AVOID SANITARY SEWER SERVICE LINES.
3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN WATER AND SEWER
LINES.
4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED.
5.SEWER LENGTHS AND SLOPES ON THE PROFILE VIEWS ARE MEASURED FROM CENTER-CENTER OF
MANHOLES.
6.ALL REMOVED EXISTING SEWER OR WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED
OF ACCORDING TO GOVERNING REGULATIONS.
7.ALL ABANDONED OR UNUSED SEWER MANHOLES SHALL BE COMPLETELY REMOVED.
8.SEWER MAINS ABANDONED IN PLACE SHALL BE CUT AT EACH END, AND SHALL EITHER BE PLUGGED OR
CAPPED WITH A PLASTIC OR CONCRETE CAP.
9.SEWER LATERALS MAY EITHER BE COMPLETELY REMOVED OR ABANDONED IN PLACE. LATERALS TO BE
REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS AS INDICATED IN NOTE 6 ABOVE.
IRRIGATION
1.IRRIGATION SLEEVES SHALL BE INSTALLED AS SHOWN.
2.ALL PRESSURE IRRIGATION PIPE SHALL BE INSTALLED AND AIR TESTED IN THE SAME MANNER AS THE
CULINARY WATER SYSTEM PER THE "IDAHO FALLS STANDARDS"
3.ALL IRRIGATION PIPING INCLUDING SERVICE MATERIALS MUST BE PER CITY OF IDAHO FALLS STANDARDS.
4.ALL LANDSCAPE IRRIGATION SERVICES MUST HAVE A METER WITH METER PIT.
CITY OF IDAHO FALLS, IDAHO FALLS POWER
308 CONSTITUTION WAY
IDAHO FALLS, IDAHO 83402
(208) 612-8430
CITY OF IDAHO FALLS PUBLIC WORKS
308 CONSTITUTION WAY
IDAHO FALLS, IDAHO 83402
(208) 612-8258
SEWER
1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF IDAHO FALLS
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2010). CITY OF IDAHO FALLS PUBLIC WORKS
DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2010), AND IDAHO STANDARDS FOR PUBLIC
WORKS 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 OF
IDAHO FALLS STANDARDS.
5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TO
BE REMOVED.
7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BY
THE 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 THE
CONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALL
IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THE
PROPOSED CHANGES.
11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUST
ABATEMENT 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. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.
15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE
CONSTRUCTION AREA.
16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS
ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER
UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN
ENGINEER.
17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS
REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING
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 THE
FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED
OF OFF SITE.
18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIOR
TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.
19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE
GEOTECHNICAL REPORT.
20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.
SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES
INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL
CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRA
COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR
SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.
21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND
CITY STANDARDS.
22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS
GREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHIN
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINAL
ACCEPTANCE.
ELECTRICAL NOTES
1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT IDAHO
FALLS POWER SERVICE POLICY.
2.ELECTRICAL SECTIONALIZING CABINETS AND BASES (WHEN REQUIRED) WILL BE PROVIDED BY IDAHO FALLS
POWER BUT SHALL BE INSTALLED BY THE DEVELOPER/CONTRACTOR.
3.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE
DEVELOPER/CONTRACTOR. ALL ELECTRICAL CONDUITS AND 36” RADIUS ELBOWS SHALL BE SCHEDULE 40
PVC.
4.THE MINIMUM POWER TRENCH DEPTH SHALL BE 54” BELOW FINISH GRADE (CONDUIT TO BE INSTALLED 48”
BELOW FINISH GRADE). INCLUDING 6” OF SAND BEDDING BELOW AND ABOVE TOP OF CONDUITS.
5.PRIMARY AND SECONDARY CONDUIT DEPTHS CAN BE REDUCED TO 18” OF COVER BELOW FINISHED GRADE
WITH APPROVAL BY IDAHO FALLS POWER. RIGID GALVANIZED STEEL CONDUIT MUST BE PROVIDED AND
INSTALLED BY THE DEVELOPER/CONTRACTOR IN A TRENCH LESS THAT 48” DEEP.
6.THE DEVELOPER/CONTRACTOR SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES
INCLUDING POWER POLES.
7.THE CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING CITY POWER POLES AND ELECTRICAL
FACILITIES DURING CONSTRUCTION.
8.COORDINATE ALL ELECTRICAL CONSTRUCTION WITH IDAHO FALLS POWER.
9.OWNER SHALL BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES,
ANCHOR GUYS, AND MISCELLANEOUS ELECTRICAL FACILITIES.
10.THE OWNER/DEVELOPER SHALL PROVIDE ALL TRENCHING, CONDUIT AND CONCRETE LIGHT POLE
FOUNDATIONS FOR STREET ILLUMINATION ALONG ALL PUBLIC RIGHT OF WAY AS PER CURRENT IDAHO
FALLS POWER SERVICE POLICY. ADDITIONALLY, OWNER/DEVELOPER SHALL PURCHASE STREET LIGHT
ASSEMBLY PROVIDED AND INSTALLED BY IDAHO FALLS POWER. PAYMENT REQUIRED PRIOR TO
INSTALLATION OF STREETLIGHT(S).
11.WITH EXCEPTION OF CONDUIT CROSSING, CONTRACTOR SHALL INSTALL CURB AND GUTTER PRIOR TO
POWER TRENCH AND CONDUIT INSTALLATION. OR (WITH IDAHO FALLS POWER APPROVAL) CENTERLINE OF
TRENCH MAY BE STAKED WITH CUT/FILL TO BOTTOM OF TRENCH AT ALL GRADE BREAKS AND HUBS AT 25'
INTERVALS AND OFFSET STAKES AT ALL TRANSFORMERS, SWITCH CABINETS, SECONDARY PEDESTALS ETC.
12.IF APPLICABLE, SEE IDAHO FALLS POWER ELECTRICAL SITE PLAN FOR OFF-SITE ELECTRICAL AND FIBER
OPTIC FACILITIES, LAYOUT, AND INSTALLATION DETAILS.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE
ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF
THEIR LOCATION IN THE FIELD PRIOR TO THE START OF
CONSTRUCTION ACTIVITIES.
ENGINEER'S NOTICE TO CONTRACTOR
USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR
OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED
AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS
FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE
TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE
NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR
WRITTEN CONSENT.
LEGAL NOTICE TO CONTRACTOR
PROJECT SPECIFICATIONS AND STANDARDS
1.CITY OF IDAHO FALLS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS (2010).
2.CITY OF IDAHO FALLS PUBLIC WORKS DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS (2010).
3.IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2015).
NOTE:
CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATION AND STANDARDS AT THE
JOBSITE DURING CONSTRUCTION.
GENERAL NOTES GRADING & DRAINAGE NOTES UTILITY CONTACTSUTILITY NOTES UTILITY NOTES
WATER
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PRELIMINARY
NOT FOR
CONSTRUCTION
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C.1.2
A ALGEBRAIC GRADE CHANGE
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CEMENT OR CONCRETE
BC BUILDING CORNER
BCR BACK OF CURB RETURN
BFE BASE FLOOD ELEVATION
BFF BASEMENT FINISH FLOOR
BLDG BUILDING
BM BENCHMARK
BP BEGIN POINT
BV BUTTERFLY VALVE
BVC BEGIN VERTICAL CURVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
BVP BEGIN VERTICAL PROFILE
BVW BOTTOM OF VISIBLE WALL
C&G CURB & GUTTER
C B CATCH BASIN
CL CENTERLINE
CLR CLEAR
CO CLEANOUT
CONC CONCRETE
Cu COPPER
C.Y. CUBIC YARD
DIA DIAMETER
DWG DRAWING
E EAST OR EASTING
EA EACH
EG EXISTING GRADE/ GROUND
EL EV ELEVATION
EOC EDGE OF CONCRETE
EOP EDGE OF PAVEMENT
EP END POINT
ESMT EASEMENT
EVC END VERTICAL CURVE
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EVP END VERTICAL PROFILE
EX EXISTING
FE FLANGE END
FF FINISHED FLOOR
FG FINISHED GRADE
FJ FLANGE JOINT
FL FLOW LINE
FM FORCE MAIN
FPS FEET PER SECOND
FT FOOT OR FEET
FUT FUTURE
G GAS LINE
GB GRADE BREAK
GFF GARAGE FINISHED FLOOR
GV GATE VALVE
HGL HYDRAULIC GRADE LINE
HP HIGH POINT
HRZ HORIZONTAL
HWM HIGH WATER MARK
ID INSIDE DIAMETER
IN INCH(ES)
I RR IRRIGATION (PRESSURIZED)/ NON-POTABLE
K VERTICAL CURVE COEFFICIENT
L LENGTH
LF LINEAR FEET
LP LOW POINT
L/S LANDSCAPE
LT LEFT
LVC LENGTH OF VERTICAL CURVE
MAX MAXIMUM
ME MATCH EXISTING
MFR MANUFACTURER
MGD MILLION GALLONS PER DAY
MH MANHOLE
MID MIDDLE
MIN MINIMUM
MJ MECHANICAL JOINT
N NORTH OR NORTHING, FRICTION FACTOR
N/A NOT APPLICABLE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OVHP OVERALL HIGH POINT
OVLP OVERALL LOW POINT
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PH PHASE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENCY
PUE PUBLIC UTILITY EASEMENT
PVI POINT OF VERTICAL INTERSECTION
Q RATE OF FLOW
R RADIUS
REV REVISION
RT RIGHT
R/W RIGHT OF WAY
S SLOPE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEC SECTION
SF SQUARE FOOT/ FOOTAGE
S/L STREETLIGHT
SPEC SPECIFICATIONS
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
STA STATION
STD STANDARD
SVE SIGHT VISIBILITY EASEMENT
S/W SIDEWALK
TA TOP OF ASPHALT
TBC TOP BACK OF CURB
TBDC TOP BACK OF DEPRESSED CURB
TBM TEMPORARY BENCH MARK
TC TOP OF CONCRETE
TEMP TEMPORARY
TF TOP OF FOOTING
TG TOP OF GRATE
TWB TOP BACK OF WALL
TWF TOP FRONT/FACE OF WALL
T WR TOP OF WALL - RETAINING
TW TOP OF WALL
TYP TYPICAL
UTC UNTREATED BASE COURSE
V VELOCITY
VC VERTICAL CURVE
VRT VERTICAL
W/ WITH
WMH WATER MANHOLE
WTR WATER
* ALL ABBREVIATIONS MAY NOT BE USED
EXISTING PROPOSED
ELECTRICAL MANHOLE
FINISHED FLOOR ELEVATION
PARKING STALL COUNT
TOP BACK CURB SPOT ELEVATION
FFE:2752.84
ABBREVIATIONS*STANDARD SYMBOLS
CALLOUTS
DETAIL REFERENCE
SCALE:
fo
tv
t
jb
ir
pp
s
w
e
t
fo
ir
w
g
g
tv
tb
co
e
FIBER OPTIC MANHOLE
TELEPHONE MANHOLE
CABLE TV MANHOLE
ELECTRICAL POWER POLE
SIGNAL POLE
ELECTRICAL BOX
FIBER OPTIC BOX
JUNCTION BOX
TELEPHONE BOX
TELEPHONE PEDESTAL
CABLE TV BOX
LIGHT POLE
LIGHT POLE OPT 2
LIGHT POLE OPT 3
GAS MANHOLE
GAS METER
CLEANOUT
SEWER MANHOLE
IRRIGATION MANHOLE
IRRIGATION BOX
WATER MANHOLE
WATER METER
FIRE HYDRANT
FIRE HYDRANT OPT 2
GATE VALVE
GATE VALVE OPT 2
CROSS
TEE
90° BEND
45° BEND
22.5° BEND
11.25° BEND
WYE
REDUCER
CAP & PLUG
STORM DRAIN MANHOLE
AREA DRAIN ROUND
AREA DRAIN SQUARE
DROP INLET
CURB INLET
CURB INLET OPT 2
CURB INLET OPT 3
CURB DOUBLE INLET
CURB DOUBLE INLET OPT 2
COMBO BOX
OIL/WATER
SAND/GREASE
OIL/WATER
SAND/GREASE OPT 2
FLARED END PLAN
SIGN
BOLLARD
BORE HOLE
TEST PIT
SD
FO
TV
T
E
JB
IR
PP
S
SD
W
E
T
FO
IR
W
G
G
TV
T
CO
SD
TP
BH
TP
BH
sd
WATER METER OPT 2
BLOW-OFF
TBC:2752.85
RCB REINFORCED CONCRETE BOX CULVERT
RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PIPE
REC REINFORCED CONCRETE ELLIPTICAL CULVERT
RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT
EGG REINFORCED CONCRETE EGG SHAPED CULVERT
PVC POLYVINYL CHLORIDE
RCP
BO
WM
REINFORCED CONCRETE PIPE
VCP
VITRIFIED CLAY PIPE
CIP CAST IRON PIPE
HDPE HIGH DENSITY POLYETHYLENE
DIP DUCTILE IRON PIPE
CMP CORRUGATED METAL PIPE
CPP
CORRUGATED POLYETHYLENE PIPE
POLY POLYETHYLENE
* ALL ABBREVIATIONS MAY NOT BE USED
PIPE ABBREVIATIONS*
FLARED END PROFILE
FLARED END SECTION
BENCHMARK
SECTION CORNER
CONTROL POINT
NOTE:
NOT ALL HATCHES, LINETYPES, AND SYMBOLS SHOWN ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
ADDITIONAL SPOT ELEVATION CALLOUTS TO BE
REFERENCED ON GRADING SHEET LEGEND
3/4'' W 3/4'' W
1'' W 1'' W
2'' W 2'' W
3'' W 3'' W
4'' W 4'' W
6'' W 6'' W
8'' W 8'' W
WATER
PROPOSEDEXISTING
W WUNKNOWN
18'' W 18'' W
24'' W 24'' W
30'' W 30'' W
36'' W 36'' W
SURFACE FEATURES
CONSTRUCTION KEYNOTE TAGS
1-1/2'' W 1-1/2'' W
OR DEMO PLAN
OR GRADING PLAN
OR SITE PLAN
OR WATER
OR SEWER
OR STORM DRAIN
OR IRRIGATION
OR CABLE TV
OR TELEPHONE
OR GAS
OR MISCELLANEOUS
OR POWER
10'' W 10'' W
12'' W 12'' W
14'' W 14'' W
16'' W 16'' W
48'' W 48'' W
60'' W 60'' W
72'' W 72'' W
3/4 INCH
1 INCH
1-1/2 INCH
2 INCH
3 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
14 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
48 INCH
60 INCH
72 INCH
4'' SD 4'' SD
6'' SD 6'' SD
10'' SD 10'' SD
12'' SD 12'' SD
15'' SD 15'' SD
16'' SD 16'' SD
18'' SD 18'' SD
STORM
PROPOSEDEXISTING
SD SDUNKNOWN
48'' SD 48'' SD
54'' SD 54'' SD
60'' SD 60'' SD
66'' SD 66'' SD
8'' SD 8'' SD
24'' SD 24'' SD
30'' SD 30'' SD
36'' SD 36'' SD
42'' SD 42'' SD
72'' SD 72'' SD
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
42 INCH
48 INCH
54 INCH
60 INCH
66 INCH
72 INCH
4'' SS 4'' SS
6'' SS 6'' SS
10'' SS 10'' SS
12'' SS 12'' SS
14'' SS 14'' SS
15'' SS 15'' SS
16'' SS 16'' SS
SEWER
PROPOSEDEXISTING
SS SSUNKNOWN
8'' SS 8'' SS
18'' SS 18'' SS
24'' SS 24'' SS
30'' SS 30'' SS
36'' SS 36'' SS
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
14 INCH
SERVICE LATERAL
1'' IRR 1'' IRR
2'' IRR 2'' IRR
6'' IRR 6'' IRR
8'' IRR 8'' IRR
10'' IRR 10'' IRR
12'' IRR 12'' IRR
IRRIGATION
PROPOSEDEXISTING
IRR IRRUNKNOWN
4'' IRR 4'' IRR
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
18 INCH
24 INCH
30 INCH
36 INCH
BEL BEL
2'' BEL 2'' BEL
4'' BEL 4'' BEL
6'' BEL 6'' BEL
8'' BEL 8'' BEL
10'' BEL 10'' BEL
A-1/0 A-1/0 A-1/0
POWER
PROPOSEDEXISTING
OHP OHPOVERHEAD
3'' BEL 3'' BEL
A-4/0 A-4/0 A-4/0
B-1/0 B-1/0
B-4/0 B-4/0 B-4/0
C-1/0 C-1/0
UNDERGROUND
2 INCH
3 INCH
4 INCH
6 INCH
10 INCH
1 PH A 1/0
1 PH A 4/0
1 PH B 1/0
1 PH B 4/0
1 PH C 1/0
8 INCH
WSERVICE LATERAL
IRRSERVICE LATERAL
C-4/0 C-4/0
ABC-4/0 ABC-4/0
ABC-750
SEC SEC
SL SL SL
A-1/0A-1/0A-1/0
A-4/0A-4/0A-4/0
B-1/0B-1/0
B-4/0B-4/0B-4/0
C-1/0C-1/0
C-4/0C-4/0
ABC-4/0ABC-4/0
ABC-750
SECSEC
SLSLSL
1 PH C 4/0
3 PH ABC 4/0
3 PH ABC 750A
SECONDARY
STREET LIGHT
BCTV BCTV
BFO BFO
TEL TEL
BTEL BTEL BTEL
COMMUNICATIONS
PROPOSEDEXISTING
CTV CTVOVERHEAD CABLE TV
FO FO
UNDERGROUND CABLE TV
OVERHEAD FIBER OPTIC
UNDERGROUNG FIBER OPTIC
OVERHEAD TELEPHONE
UNDERGROUND TELEPHONE
1'' G 1'' G
2'' G 2'' G
6'' G 6'' G
8'' G 8'' G
12'' G 12'' G
GAS
PROPOSEDEXISTING
G GUNKNOWN
4'' G 4'' G
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
12 INCH
3 INCH
HPG HPGHIGH PRESSURE
72'' SD 72'' SDLAND DRAIN
FILL FILL
LOD LOD
GB GB GB
HWM
HWM 1YR
HWM 5YR
HWM 10YR
CUT CUT CUT
HWM 25YR
HWM 50YR
HWM 100YR
X X X X X
CUT LINE
FILL LINE
LIMITS OF DISTURBANCE
DITCH
GRADE BREAK
HIGH WATER MARK
HIGH WATER MARK - 1 YEAR EVENT
HIGH WATER MARK - 5 YEAR EVENT
HIGH WATER MARK - 10 YEAR EVENT
HIGH WATER MARK - 25 YEAR EVENT
HIGH WATER MARK - 50 YEAR EVENT
HIGH WATER MARK - 100 YEAR EVENT
FENCE - BARBED
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - WOOD
WALL - BLOCK
WALL - PANEL
WALL - ROCK
R/W RIGHT OF WAY
WALL - CONCRETE
CENTERLINE (ROAD/ENTITY)
CURB & GUTTER
PARCEL LINE
PROPERTY BOUNDARY
EASEMENT AS NOTED
JUT
TOP TOP TOP
>>>
MISCELLANEOUS
PROPOSEDEXISTING
DEMO
TOE TOE
UNKNOWN PIPE
JOINT UTILITY TRENCH
TOE OF SLOPE
TOP OF SLOPE
DIRECTIONAL FLOWLINE
GUARDRAIL
RAILROAD TRACKS
EDGE OF PAVEMENT
top top top
toe toe
PAINT STRIPE - SOLID
PAINT STRIPE - DOUBLE SOLID
PAINT STRIPE - BROKEN
PAINT STRIPE - BIKE LANE INTERSECTION
PAINT STRIPE - LANE DROP
PAINT STRIPE - LANE LINE EXTENSION
FUT FUT
LTG LTG
PED PED
DET DET
EXISTING/PROPOSED
TRAFFIC SIGNAL - DETECTION CONDUIT
PSH PSH
PWR PWR
TRAFFIC SIGNAL - FUTURE CONDUIT
TRAFFIC SIGNAL - LIGHTING CONDUIT
TRAFFIC SIGNAL - PEDESTRIAN CONDUIT
TRAFFIC SIGNAL - PUSH BUTTON CONDUIT
TRAFFIC SIGNAL - POWER SOURCE CONDUIT
(4000)
(4002)
CONTOUR - MAJOR
CONTOUR - MINOR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SIG SIG TRAFFIC SIGNAL - SIGNAL CONDUIT
D00
G1
35
50
65
80
90
93
99
00
Z
D00
66
36
81
51
91
94
97
A
01
G1
00
96
SS
OR PROTECT IN PLACEP00P00
SITE PLAN HATCH PATTERNS
BUILDING / PAD
CONCRETE SIDEWALK / FLATWORK
POOL DECK
XERISCAPE
HEAVY DUTY PAVEMENT SECTION
LIGHT DUTY PAVEMENT SECTION
RIPRAP
ADA ACCESS RAMP TRUNCATED DOMES
GRAVEL
LANDSCAPE AREAS / GRASS
DECORATIVE BRICK / SIDEWALK /
FLATWORK / LANDSCAPE AREAS
EXISTING CONDITIONS & DEMO HATCH PATTERNS
ASPHALT DEMO HATCH
CONCRETE DEMO HATCH
BUILDING DEMO HATCH
SHEET C.#.#
SHEET C.#.#
4000
4002
C.
#
.
#
DE
T
A
I
L
#
(TYPICAL SECTION DETAIL)
BO
WM
CURB AND GUTTER DEMO
EX CONDITIONS CONTROL POINT
NONE
LINE1
#
A
##
08/21/23
pp
pp
N89° 58' 46.91"W
220.07'
S0
°
0
1
'
1
3
.
0
9
"
W
17
1
.
5
0
'
N89° 58' 46.92"W
219.95'
N89° 58' 46.91"W
214.37'
1
1.412 AC
N0
°
0
3
'
3
2
.
6
3
"
E
17
1
.
5
0
'
pp
pp
N89° 58' 46.91"W
220.07'
S0
°
0
1
'
1
3
.
0
9
"
W
17
1
.
5
0
'
N89° 58' 46.92"W
219.95'
N89° 58' 46.91"W
214.37'
1
1.412 AC
N0
°
0
3
'
3
2
.
6
3
"
E
17
1
.
5
0
'
N89° 58' 46.91"W
220.07'
S0
°
0
1
'
1
3
.
0
9
"
W
17
1
.
5
0
'
N89° 58' 46.92"W
219.95'
N89° 58' 46.91"W
214.37'
1
1.412 AC
N0
°
0
3
'
3
2
.
6
3
"
E
17
1
.
5
0
'
48
6
3
48
6
3
4863
4
8
6
2
48
6
2
48
6
4
48
6
5
24
'
R
3
'
41
.
5
'
5'
95'
4'
60'18
'
T
Y
P
9' TYP 5'5.5'
5.1'5'
5'
60
'
150'
64
'
69
'
5'
39'
6'
19'
18' TYP
9'
T
Y
P
10
3
.
6
'
R6'46
.
6
'
2.4'
R
2
0
'
2'
64
'
2'
R20
'
257'
24
'
117.5'
GR
A
D
E
BR
E
A
K
GR
A
D
E
BR
E
A
K
GRADE
BREAK
24
'
GR
A
D
E
BR
E
A
K
11
.
8
'
8.6'
38
.
2
'
10'
15'
54.9'
4863
4863 48634863
48
6
3
48634863
48
6
2
GRADE
BREAK
GRADE
BREAK
10.9'
15'
15'
161
.
1
'
49
.
1
'
1.
3
%
1.
2
%
1.
2
%
2.5%
0.4%
0.6%0.5%0.7%
2.
3
%
1.0
%
0.
5
%
2.
2
%
0.0%
0.0%
0.
7
%
1.2%
0.
0
%
METOA:4863.22 TOA:4863.01
TOA:4863.00
METOA:4862.94 TOA:4862.64 TOA:4863.14 TOA:4862.59
TOA:4862.88
TOA:4862.86
METOA:4863.28
METOA:4863.37
METOA:4863.21
METOA:4863.15
TOA:4862.78
TOA:4862.95
TOC: 4863.42
FG:4863.49
FG:4863.49
FG:4863.99
TOC: 4863.92
TOC: 4863.92
TOC: 4863.92
TOC: 4863.92
PROPOSED BUILDING
SEE BUILDING PLANS FOR DETAILS
FINISH FLOOR ELEVATION:4863.99
FG:4863.99 FG:4863.99
FFE:4863.99
FFE:4863.99
FFE:4863.99
FFE:4863.99
FFE:4863.99
FFE:4863.99
FFE:4863.99
FFE:4863.99
1
.
5
%
1.6
%
1.3
%
1.
3
%
1.
7
%
1.
6
%
1
.
7
%
1
.
9
%
1
.
8
%
1
.
7
%
2.
1
%
2.4%
1.6%
2.5%
FG:4863.50 FG:4863.30 FG:4863.10
1.7%
1.7%
1.7%
1.
5
%
1.
5
%
1.
5
%
0.
0
%
0.5
%
1.
8
%
2.0
%
1.
3
%
0.
9
%
FG:4863.26
FG:4863.45
FG:4863.02
FG:4863.12
TOS:4862.27
BOS:4861.49
BOS:4861.80
TOS:4862.88
TOS:4862.23
BOS:4861.56
BOS:4861.95
TOS:4863.06
39.4%
33.8%
12.2%
17.1%
9.2%
TOS:4862.87
BOS:4861.58
BOS:4861.58
TOS:4862.58
TOS:4862.73
BOS:4861.09
BOS:4861.09 TOS:4862.09
TOS:4862.81
BOS:4861.38
BOS:4861.38
TOS:4862.38
2'
4'
2'
3'
2.1%
1.8%
1.7%
2.3
%
42.8%
33.3%
48.8%
33.3%
N89° 58' 46.92"W
219.95'
N89° 58' 46.91"W
214.37'
N89° 58' 46.92"W
219.95'
N89° 58' 46.91"W
214.37'
48
6
3
48
6
3
4863
4
8
6
2
48
6
2
48
6
4
48
6
5
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
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D
DR
A
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*S
E
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G
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R
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S
S
H
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IF
T
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A
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D
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A
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U
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2
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T
H
E
N
DR
A
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I
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I
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C
A
L
E
PRELIMINARY
NOT FOR
CONSTRUCTION
ww
w
.
h
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C.2.0
THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT
WAS PERFORMED ON THE GROUND BY A LICENSED LAND
SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE
OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES
SHOWN ON THIS SITE PLAN IN ACCORDANANCE
WITH SAID SURVEY.
PER CITY OF IDAHO FALLS 2004 COORDINATE SYSTEM WHICH
COINCIDES WITH IDAHO E-ZONE STATE PLANE NAD 83 CENTRAL
MERIDIAN
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4864.95'
N: 763387.06'
E: 743762.889'
FOUND: FND 5/8-NO CAP
CP#2
ELEV: 4863.98'
N: 763387.005'
E: 743702.853'
FOUND: 1
2" REBAR
CP#
BASIS OF BEARING
CONTROL POINTS
SURVEY NOTE
CP#1CP#2
DEMOLITION/EXISTING KEY NOTES:
APPROACH ASPHALT SAWCUT
FENCE
GRAVEL ROAD - CONTRACTOR TO DETERMINE LEVEL OF
DEMOLITION NEEDED.
D01
D02
D03
D01
± 5050 SF GRAVEL ROADD03
D02
±130 SF ASPHALT DEMO
DRIVE AISLE NORTH EXTENTS
- SEE SITE PLAN ABOVE (THIS SHEET) FOR
CONTROL POINT LOCATIONS
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
SHEET NOTES:
1. DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB,
WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT
OTHERWISE.
2. CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS.
3. BUILDING OCCUPANCY: 5 PEOPLE
SITE PLAN KEYNOTES
INSTALL HEAVY DUTY ASPHALT
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,
714A, 714B (2020) UNLESS OTHERWISE NOTED
STRIPING PER MUTCD STANDARDS
DRAINAGE FIELD
PROPOSED WELL LOCATION
01
02
03
04
05
06
04
04
0201
03
01
01
01
03
03
05
06
PARKING ANALYSIS
REQUIREMENTS REQUIRED PROVIDED
PARKING STALLS 7 7
TOTAL 7 7
#PARKING STALL COUNT
NOTES:
BUILDING 9205 SF(7,605 SF WAREHOUSE, 1600 SF OFFICE SPACE)
0.2 STALLS/1000 SF OF BUILDING REQUIRED FOR ALL WAREHOUSE USE
7605 SF/1000 SF = 7.605
7.605*0.2 = 1.52 STALLS
3 STALLS REQUIRED PER 1000 SF OF OFFICE SPACE
1600 SF/1000 SF = 1.6
1.6*3 = 4.8 STALLS
4.8 STALLS + 1.52 STALLS = 6.32 STALLS REQUIRED
4
3
W 4700 S
S
2
8
6
0
W
S
2
8
6
0
W
REFERENCE POINTS FOR
EXISTING CONDITIONS
VICINITY MAP LOCATION
- EXISTING ASPHALT HATCH
31 LF OF FENCE DEMO
STORM SWALE
STORM SWALE
08/21/23
DRAIN FIELDREPLACEMET DRAIN FIELD
ADA parking required with
required accessibility to
building.