HomeMy WebLinkAboutINFRASTRUCTURE 1.26.26 - 26-00073 - Home Depot Subdivision - Approx 1600 N 2nd E - Plat-Reviewed-Corrections-Required (3)Author Name Author Email Author Phone No.:
Katie Saurey katie.saurey@rexburg.org 208-372-2167
Stan Crittenden stan.crittenden@rexburg.org 208-372-2314
Joel Gray joel.gray@rexburg.org 208-372-2331
Kyle Baldwin kyle.baldwin@rexburg.org 208-372-2164
Description :
Address : Approx 1600 N 2nd E
Application Type :
Document Filename : INFRASTRUCTURE 1.26.26 - 26-00073 - Home Depot Subdivision - Approx 1600 N 2nd E - Plat.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C4.01 Callout Stan Crittenden : Fire Open 18 Could we move this hydrant further back for better overall
coverage? Closer to the back corner of the building.
C4.01 Callout Stan Crittenden : Fire Open 18 International Fire Code requires minimum of 4 fire hydrants
for this size of building and the fire flow. But for optimum
spacing and coverage of the building, could we add a hydrant
along the back of the building.
C1.00 Free Text Kyle Baldwin : P&Z Open 9 Please provide lot coverage calculations. i.e. permeable vs.
non-permeable
C1.00 Free Text Kyle Baldwin : P&Z Open 9 Please provide snow storage locations and area calculations.
Requirement is 10% of all parking and maneuvering areas.
Landscape areas may double as snow storage.
C1.20 Callout Kyle Baldwin : P&Z Open 10 This pedestrian pathway needs to be 6' wide where vehicle
overhang occurs.
C0.00 Callout Joel Gray : PW Open 1 Missing this sheet.
C0.10 Callout Joel Gray : PW Open 3 What is this? Info only?
C1.20 Callout Joel Gray : PW Open 10 Sidewalk required along 2nd E
# 26-00073
Plat
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 01-29-2026 15:29:40
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C4.02 Callout Joel Gray : PW Open 19 Water line must be DI in ROW.
C4.02 Callout Joel Gray : PW Open 19 Water line must eventually connect near Wal-mart.
C4.02 Callout Joel Gray : PW Open 19 12" butterfly valve required for all lines 12" or larger.
C4.02 Callout Joel Gray : PW Open 19 Why pipe change here and NW corner?
C4.03 Callout Joel Gray : PW Open 20 Fire hydrant and main line valve after tee required. No blow
off. (about 20 ft prior to end)
C4.50 Callout Joel Gray : PW Open 21 400 ft max between manholes.
C4.52 Callout Joel Gray : PW Open 23 Tie in can not occur in manhole.
C4.52 Callout Joel Gray : PW Open 23 Tie in can not occur in manhole.
C4.52 Callout Joel Gray : PW Open 23 400 ft max between manholes.
C5.00 Callout Joel Gray : PW Open 24 Fabric required.
C5.00 Callout Joel Gray : PW Open 24 Street lights required on 2nd E.
C5.10 Callout Joel Gray : PW Open 25 Move infiltrators to landscape strip.
C5.10 Callout Joel Gray : PW Open 25 Will the radius handle 35mph speeds?
C5.40 Callout Joel Gray : PW Open 27 Cross slope about 12.8%?
C5.40 Callout Joel Gray : PW Open 27 low point?
C5.40 Free Text Joel Gray : PW Open 27 To what standard is turn lane to be constructed?
C5.40 Free Text Joel Gray : PW Open 27 What is to be done with the storm runoff?
C5.41 Callout Joel Gray : PW Open 28 Missing elevation
C5.41 Callout Joel Gray : PW Open 28 Poles set back 7 ft min.
C5.41 Free Text Joel Gray : PW Open 28 Need more information about traffic signal.
C5.41 Callout Joel Gray : PW Open 28 Junction boxes in landscape area.
C5.41 Callout Joel Gray : PW Open 28 Another head required.
C5.41 Callout Joel Gray : PW Open 28 Luminaire over mast arm.
C5.41 Free Text Joel Gray : PW Open 28 Sheet notes reference from another project.
Report Date: 01-29-2026 15:29:40
Approval of plans does not constitute approval of variance from code
Page 2 of 2
CONSTRUCTION
NOT FOR
HOME DEPOT STORE - #1880
REXBURG, IDAHO
Vicinity Map (NTS):
TLG CNTL POINT # 10
NORTHING: 799,272.583
EASTING: 758,655.883
ELEVATION: 4880.53
DESCRIPTION: SET 5/8 IRON PIN WEST SIDE OF N 2nd E
AT TETON RIVER TEMPLE ST. 36' SE OF STOP SIGN
Benchmark Notes:
Contact Information:
Agencies Having Jurisdiction:
ROLE FIRM CONTACT
PROJECT MANAGER LARS ANDERSEN & ASSOCIATES, INC.
4694 W. JACQUELYN AVE.
FRESNO, CA 93722
DAN ZOLDAK, PE
dzoldak@larsandersen.com
(559) 978-7059
REAL ESTATE MANAGER THE HOME DEPOT
2455 PACES FERRY ROAD, C-19
ATLANTA, GA 30339
BARRY L. SIMMONS
simmons@homedepot.com
(648) 637-2140
CONSTRUCTION MANAGER THE HOME DEPOT
2455 PACES FERRY ROAD, C-19
ATLANTA, GA 30339
KEITH KING
keith_king@homedepot.com
(847) 630-4682
ARCHITECT WD PARTNERS
7007 DISCOVERY BLVD.
DUBLIN, OH 43017
CAMIKA JONES
camika.jones@wdpartners.com
(703) 564-8411
CIVIL ENGINEER THE LAND GROUP, INC.
462 E. SHORE DR., SUITE 100
EAGLE, ID 83616
JASON DENSMER, PE
jason@thelandgroupinc.com
(208) 939-4041
LANDSCAPE ARCHITECT THE LAND GROUP, INC.
462 E. SHORE DR., SUITE 100
EAGLE, ID 83616
DAVID DUPERAULT, LA
dduperault@thelandgroupinc.com
(208) 939-4041
SURVEYOR THE LAND GROUP, INC.
462 E. SHORE DR., SUITE 100
EAGLE, ID 83616
MICHAEL S. FEMENIA, PLS
mfemenia@thelandgroupinc.com
(208) 939-4041
GEOTECHNICAL ENGINEER GEOPROFESSIONAL INNOVATION
P.O. BOX 190364
BOISE, ID 83719
JUSTIN MAFFEY, PE
jmaffey@geoprocorp.com
(208) 631-6327
LIGHTING / ELECTRICAL ORION ENERGY SYSTEMS, INC.
9143 PHILIPS HIGHWAY, SUITE 420
JACKSONVILLE, FL 32256
MICHAEL FLYNN
mflynn@oesx.com
(904) 479-6454
ROLE FIRM CONTACT
CITY OF REXBURG
PUBLIC WORKS
(SITE & UTILITIES)
CITY OF REXBURG
35 N 1ST EAST
REXBURG, ID 83440
JUSTIN V. BEARD
justin.beard@rexburg.org
(208) 359-3020
CITY OF REXBURG
(BUILDING DEPARTMENT)
CITY OF REXBURG
35 N 1ST EAST
REXBURG, ID 83440
BRET STODDARD
building@rexburg.org
(208) 372-2166
ELECTRICAL ROCKY MOUNTAIN POWER
1407 W NORTH TEMPLE
SALT LAKE CITY, UT 84116
BRENDAN GATHERUM
brendan.gatherum@pacificorp.com
(208) 359-4262
NATURAL GAS INTERMOUNTAIN GAS CO.
1527 HOLLIIPARK DR.
IDAHO FALLS, ID 83405
SARAH FINE
sarah.fine@intgas.com
(208) 542-6612
FIBER / TELECOM SILVER STAR
4821 THUNDERBIRD LOOP, SUIT 3
REXBURG, ID 83440
JODIE A. WINDER
jwinder@silverstar.net
(208) 354-6779
1.HORIZONTAL DATUM: NAD 83 STATE PLANE COORDINATES IDAHO WEST ZONE 1103
2.VERTICAL DATUM: NAVD 1988
3.SITE CONTROL INFORMATION:
Benchmark Notes:
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Cover
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Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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Dig Line, Inc.
Call Before You Dig!
811
Sheet Index:
Sheet Number Sheet Title
C0.00 COVER
C0.01 STANDARD NOTES
C0.10 EXISTING CONDITIONS
C0.20 OVERALL SITE PLAN
C0.50 OVERALL
C0.51 GRADING AND UTILITIES
C0.52 OFFSITE UTILITIES
C0.53 PAVING AND CONSTRUCTION
C1.00 SITE MATERIALS PLAN
C1.20 SITE PLAN
C1.21 STRIPING PLAN
C1.50 SITE DETAILS
C1.51 SITE DETAILS
C1.52 SITE DETAILS
C2.00 GRADING PLAN
C3.00 DRAINAGE PLAN
C4.00 OVERALL UILITY PLAN
C4.01 SITE UTILITIES PLAN
C4.02 OFFSITE UTILITIES PLAN
C4.03 OFFSITE UTILITIES PLAN
C4.50 OFFSITE SITE SEWER PLAN & PROFILE
C4.51 ACCESS ROAD SITE SEWER PLAN & PROFILE
C4.52 ON SITE SEWER PLAN & PROFILE
C5.00 OVERALL ROADWAY PLAN
C5.10 TETON RIVER ROADWAY PLAN & PROFILE
C5.20 TETON RIVER ROADWAY PLAN & PROFILE
C5.30 ACCESS RDWY PLANS
C5.40 E 2ND N RDWY PLAN
C5.41 E 2ND N SIGNAL PLAN
C5.50 ROADWAY & ACCESS STRIPING & SIGNAGE
C5.51 N 2ND E STRIPING PLAN
C6.00 GRAVITY IRRIGATION PLAN
C6.50 GRAVITY IRRIGATION DETAILS
C7.00 PRESSURIZED IRRIGATION PLAN
C7.50 PRESSURIZED IRRIGATION DETAILS
L1.00 LANDSCAPE PLAN
L1.50 LANDSCAPE DETAILS
TLG CNTL POINT # 11
NORTHING: 800,433.709
EASTING: 758,792.750
ELEVATION: 4883.22
DESCRIPTION: SET 5/8 IRON PIN
NW CORNER OF SITE 60' NORTH
OF CANAL, 10' WEST PF WHITE POWER BOX
TLG CNTL POINT # 12
NORTHING: 800,350.721
EASTING: 760,070.696
ELEVATION: 4883.69
DESCRIPTION: SET 5/8 IRON PIN NE CORNER OF SITE
NORTH EDGE OF WHEAT FIELD, 5' SOUTH OF CANAL
TLG CNTL POINT # 13
NORTHING: 798,605.301
EASTING: 758,653.399
ELEVATION: 4879.71
DESCRIPTION: SCRIBED "X" IN CONCRETE OF FRONT OF WALK,
WEST SIDE OF N 2nd E AT SW CORNER OF E 15th N.
TLG CNTL POINT # 14
NORTHING: 798,554.730
EASTING: 760,088.223
ELEVATION: 4880.67
DESCRIPTION: SET MAG NAIL AT EDGE OF PAVEMENT AT
NORTH SIDE OF E 15th N
#>JJ>E<Ñi=>JÑ
J=::i
CONSTRUCTION
NOT FOR
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Standard Notes
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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1.THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE
A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR ON THE JOB SITE DURING
ALL WORKING HOURS.
2.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK INDICATED IN THESE PLANS AND SPECIFICATIONS. ANY ITEM
INDICATED IN THESE PLANS, BUT NOT ITEMIZED IN THE BID PACKAGE, WILL BE INCLUDED UNDER A BID PACKAGE TO WHICH IT MOST
PERTAINS.
3.THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY EXAMINE ALL OF THE
CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED BEFORE
ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN
ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STREETS OR SIDEWALKS DURING THE CONSTRUCTION
OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE GOVERNING AGENCY, AT NO EXTRA COST TO THE
OWNER.
5.ALL MATERIALS AND FINISHES SHALL BE AS PER DRAWINGS, DETAILS AND SPECIFICATIONS. SOME MATERIALS MAY REQUIRE
SEVERAL WEEK ORDER LEAD TIME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY AND ALL ORDERING LEAD TIMES, AND
PROVIDING REQUIRED MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE ALLOWED.
CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE.
6.ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED.
EXISTING CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTIONS SHALL BE REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
7.ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION
PERMIT FROM THE CITY OF REXBURG AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION.
8.ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
(ISPWC) AND THE CITY OF REXBURG ENGINEERING STANDARDS AS APPLICABLE. NO EXCEPTIONS TO THESE STANDARDS WILL BE
ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY.
9.THE CONTRACTOR SHALL PERFORM ALL CLEARING AND SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF ALL WORK
INDICATED ON THESE PLANS AND SPECIFICATIONS.
10.ALL WORK SHALL CONFORM TO THE GEOTECHNICAL ENGINEERING EVALUATION AND SUBSEQUENT ADDENDUMS SPECIFICALLY
PREPARED FOR THIS PROJECT. CONTACT THE OWNER'S REPRESENTATIVE TO OBTAIN A COPY OF THE REPORT.
11.THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND INCLUDES THIS
INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONTACT THE OWNER'S
REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND
INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT OFFICIAL
CLARIFICATION FROM THE OWNER'S REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR
OR RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE
OWNER.
12.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, EQUIPMENT AND
MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE
PROJECT.
13.THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND
HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN
PROFESSIONAL.
14.IF ANY ARCHEOLOGICAL, CULTURAL OR HISTORICAL RESOURCES, OR ARTIFACTS OR OTHER FEATURES ARE DISCOVERED DURING THE
COURSE OF CONSTRUCTION ANYWHERE ON THE PROJECT SITE, WORK SHALL BE SUSPENDED IN THAT LOCATION UNTIL A QUALIFIED
PROFESSIONAL ARCHEOLOGIST ASSESSES THE SIGNIFICANCE OF THE DISCOVERY. THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF
ANY FINDS. IN CONSULTATION WITH THE ARCHEOLOGIST AND THE GOVERNING AGENCY, APPROPRIATE MEASURES FOR
PRESERVATION SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OF WORK.
15.THE LOCATION OF EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE
TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR IT'S CONSULTANTS ASSUMES NO
LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER
UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT DIGLINE AT 811 48 HOURS PRIOR TO ANY EXCAVATION.
1-800-342-1585
16.DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL COORDINATE AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS
OF THE OWNER, AND LOCAL AGENCIES.
17.NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION IF INCONSISTENCIES, ERRORS OR DISCREPANCIES ARE FOUND IN
THESE PLANS.
18.CONTRACTOR SHALL HAVE AN APPROVED SET OF PLANS, PROJECT SPECIFICATIONS, A COMPLETE COPY OF THE LATEST EDITION OF
THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE CITY OF REXBURG ENGINEERING STANDARDS.
1.ALL EXISTING UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY AND MUST BE VERIFIED. CONTRACTOR SHALL VERIFY THE
EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. EXACT LOCATION OF UNDERGROUND UTILITIES CAN
ONLY BE DETERMINED BY PHYSICAL EXCAVATION OF THE UTILITY LINE AND SURVEYING THE LOCATION OF THE PIPE OR CONDUIT. CALL
DIGLINE 48 HOURS IN ADVANCE OF COMMENCING WORK, AT 811 OR 1-800-342-1585.
2.ALL MATERIALS USED IN POTABLE WATER MAIN CONSTRUCTION SHALL MEET STANDARDS SET FORTH IN THE AMERICAN WATER
WORKS ASSOCIATION (AWWA) STANDARDS, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
(ISPWC), AND THE CITY OF REXBURG ENGINEERING STANDARDS.
3.UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONTINUOUS WATER SERVICE TO ALL EXISTING USERS AFFECTED BY
CONSTRUCTION.
4.FINAL APPROVAL AND ACCEPTANCE OF ALL WATER LINE CONSTRUCTION WILL BE BY THE CITY OF REXBURG.
5.WATER DISTRIBUTION MAINS SHALL BE CONSTRUCTED WITH CLASS 50 DUCTILE IRON PIPE, AWWA C151 WITH PUSH-ON JOINTS,
AWWA C111. THE PIPE SHALL BE INSTALLED IN A WORKMANLIKE MANNER BY PERSONS PROPERLY QUALIFIED TO PERFORM SAID
WORK AND SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY THE CITY ENGINEER.
6.ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 60 INCHES AND A MAXIMUM OF 72 INCHES FROM FINAL FINISH GRADE AFTER
INSTALLATION OF THE WATER MAINS. TRENCHES SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY TO
PREVENT FURTHER SETTLEMENT.
7.ALL MAINS SHALL BE PRESSURE LEAK TESTED, FLUSHED AND SANITIZED AS PER SECTION 401 OF THE ISPWC. ALL TESTING SHALL BE
APPROVED BY THE CITY OF REXBURG BEFORE CONNECTION TO THE MUNICIPAL SYSTEM.
8.ALL WATER MAINS SHALL BE DISINFECTED ACCORDING TO THE LATEST EDITION OF THE A.W.W.A. C651 SPECIFICATIONS.
8.1.THE DISTRIBUTION SYSTEM SHALL BE PRESSURE TESTED AT 1-1/2 TIMES OPERATING PRESSURE OR A MINIMUM 150 PSI.
8.2.PRIOR TO USE OF THE WATER MAIN, IT SHALL BE DISINFECTED ACCORDING TO SPECIFICATIONS OF THE A.W.W.A. AND THEN
FLUSHED. THE DISINFECTION AND FINAL FLUSHING PROCEDURE SHALL BE TESTED TO DETERMINE IF THE APPROPRIATE MINIMUM
CHLORINE RESIDUALS HAVE BEEN EXCEEDED. CITY PERSONNEL SHALL BE PRESENT AT TIME WATER SAMPLE(S) ARE TAKEN.
9.THE CONTRACTOR MAY PRESSURE TEST ALL WATER LINES AFTER DISINFECTION AND FLUSHING BUT PRIOR TO INSTALLATION OF
OTHER UTILITIES. AFTER ALL UTILITIES ARE INSTALLED AND PRIOR TO PAVING, THE CONTRACTOR SHALL PERFORM A FINAL PRESSURE
TEST. THE CONTRACTOR SHALL FURNISH ALL PERSONNEL AND EQUIPMENT NECESSARY TO CONDUCT THE TEST. CONTRACTOR SHALL
NOTIFY THE CITY OF REXBURG 48 HOURS IN ADVANCE TO WITNESS AND APPROVE THE FINAL PRESSURE TEST.
10.INSTALL TRACER WIRE PER SECTION 401 OF THE ISPWC AND WATER STANDARD DETAILS.
11.THE CITY OF REXBURG WATER DEPT. PERSONNEL SHALL BE PRESENT WHEN OPERATING EXISTING "IN SERVICE" WATER VALVES. THIS
INCLUDES FLUSHING OF MAINS AND ALL PRESSURE AND WATER QUALITY TESTS.
12.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE
WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER
MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ISPWC SD-407.
13.ALL UNDERGROUND UTILITIES (GAS, TELEPHONE, POWER, CABLE TV., ETC.) MUST HAVE AT LEAST 3 FEET OF HORIZONTAL SEPARATION
AND 12 INCHES OF VERTICAL SEPARATION FROM WATER MAIN LINES.
14.WATER SERVICE LINES SHALL BE PLACED IN SCHEDULE 80 WATER CLASS PIPE WITH A DIAMETER 2X THE SERVICE LINE SIZE
WHEREVER THE SERVICE LINE CROSSES AN INFILTRATION BED. THE PIPE SHALL EXTEND 25 FEET BEYOND THE BED IN EACH DIRECTION.
15.FIRE HYDRANTS ARE TO BE LOCATED AS SHOWN IN PLAN. THE CENTER OF 4 ½" OUTLET IS TO BE 18 INCHES ABOVE FINAL GRADE. NO
VERTICAL OBSTRUCTIONS OR LANDSCAPING SHALL BE INSTALLED WITHIN 6 FEET OF ANY FIRE HYDRANT EXCEPT LAWN, ROCK. OR
BARK.
16.ALL GATE VALVES SHALL BE FLANGED (FLG) AND/OR MECHANICAL JOINT (MJ) AND SHALL CONFORM TO A.W.W.A. C-509
SPECIFICATIONS AND SHALL HAVE A 200 PSI WORKING PRESSURE RATING. ALL VALVES SHALL BE SET AS CLOSE (FLANGE
CONNECTED) AS POSSIBLE TO MAIN LINE FITTINGS AND ANCHORED.
17.CONTRACTOR TO FIELD VERIFY ALL VALVE BOX LID AND METER LID ELEVATIONS MATCH FINAL GRADE.
18.ALL TEES, PLUGS, CAPS, BENDS, AND AT OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST, SHALL BE SECURED AND
ANCHORED BY SUITABLE MECHANICAL RESTRAINTS AS REQUIRED PER CITY OF REXBURG WATER DEPARTMENT.
19.FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ISPWC SECTION 403 AND SD-404.
1.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.
2.ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS
SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE.
3.CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS NOTED ON THIS PLAN AND NOTIFY DESIGN ENGINEER WHEN ELEVATIONS DO NOT
MATCH PLANS.
4.DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL COORDINATE AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS
OF THE OWNER, AND LOCAL AGENCIES.
5.TEST PITS LOCATED BENEATH BUILDING AREA, SHALL BE RE-EXCAVATED, REFILLED WITH STRUCTURAL FILL, AND COMPACTED TO
DESIGN SPECIFICATIONS.
6.COORDINATE ALL EARTHWORK OPERATIONS WITH CIVIL, MECHANICAL, AND ELECTRICAL ENGINEERING PLAN SHEETS.
7.WASTE SOIL SHALL BE HAULED TO AN OFFSITE DISPOSAL SITE FURNISHED BY THE CONTRACTOR.
8.ALL FINISHED GRADES SHALL BE SMOOTH AND UNIFORM.
9.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS, DRAINAGE STRUCTURES, CURB
CUTS, AND DRAINAGE SWALES.
10.ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM OF ONE PERCENT (1%) CROSS SLOPE UNLESS OTHERWISE NOTED.
11.CONTRACTOR IS RESPONSIBLE TO REMOVE ALL CONCRETE AND DEBRIS FROM LANDSCAPE PLANTER AREAS PRIOR TO INSTALLATION
OF ANY LANDSCAPE MATERIALS BY THE LANDSCAPE CONTRACTOR.
1.SEWER MANHOLES SHALL BE PER THE ISPWC SECTION 502 AND SD-501.
2.ALL MANHOLES SHALL BE CONSTRUCTED SO AS TO BE WATER-TIGHT AND WITH THE TOP OF CONE LOCATED WITHIN ONE (1) FOOT OF
THE FINISHED GRADE. THE SEWER CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF RISER AND
GRADE RINGS. THE SEWER CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE TOP OF THE MANHOLE CONE TO ASSURE THAT
ALL RING ELEVATIONS MATCH FINAL STREET GRADES. MANHOLES SHALL HAVE 12 INCH MAXIMUM OF GRADE RINGS.
3.ALL SEWER MANHOLE COVERS SHALL BE MARKED "SEWER".
4.ALL SEWER PIPING SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC). SDR 35, ASTM D-3034 (4"-15" DIAMETER) OR ASTM
F-679 (18" & ABOVE DIAMETER) UNLESS OTHERWISE NOTED. RIGID COUPLER CONNECTIONS SHALL BE INSTALLED WHERE COUPLERS
ARE REQUIRED. A RUBBER RING IS TO BE INSTALLED WHERE THE PIPE IS IN CONTACT WITH THE MANHOLE BASE AND/OR ITS CHANNEL
IN ORDER TO ENSURE A WATERTIGHT SEAL.
5.SEWER SERVICE LINES SHALL BE INSTALLED PRIOR TO ROADWAY IMPROVEMENTS.
6.SEWER SERVICE LINES SHALL BE PLACED IN SIX (6) INCH DIAMETER WATER CLASS PIPE CONDUITS WHERE SEEPAGE BED TRENCHES
ARE ENCOUNTERED.
7.WHEN CONNECTING NEW SERVICE LINES TO EXISTING SEWER MAINS, TAPPING SADDLES OR APPROVED CONNECTIONS SHALL BE
UTILIZED. CITY OF REXBURG AND ENGINEER OF RECORD SHALL OBSERVE TAP PRIOR TO BACKFILLING. NOTIFY CITY AND ENGINEER A
MINIMUM OF 48 HRS. PRIOR TO TAPPING SEWER MAIN.
8.PRIOR TO FINAL ACCEPTANCE, AFTER ALL UTILITIES ARE IN AND PRIOR TO PAVING THE CONTRACTOR SHALL CONDUCT AN AIR TEST OF
THE SEWER MAINS. THE CONTRACTOR SHALL CONTACT THE CITY OF REXBURG AND ENGINEER OF RECORD A MINIMUM OF 48 HOURS
PRIOR TO TESTING. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND PERSONNEL TO PERFORM THE TEST.
9.CONTRACTOR SHALL CLEAN AND FLUSH ALL SEWER MAINS. NO GRAVEL OR CONSTRUCTION DEBRIS SHALL BE ALLOWED TO ENTER
THE CITY SEWER SYSTEM.
10.ACCEPTANCE OF THE SANITARY SEWER ARE BASED ON THE FOLLOWING CRITERIA:
10.1.BEDDING AND BACKFILLING OF TRENCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ISPWC, UNLESS
OTHERWISE SPECIFIED BY CITY ENGINEER.
10.2.PERFORM ALL TESTING IN THE PRESENCE OF THE CITY ENGINEER OR HIS ASSIGNED AGENT.
10.3.TESTING PER ISPWC SPECIFICATIONS.
10.4.PIPE CLEANING:
10.4.1.AFTER THE PIPE ENDS HAVE BEEN GROUTED ACCORDING TO ISPWC DIVISION 500 SECTION 502.3.5 AND PRIOR TO CCTV
INSPECTION, THE COMPLETED PIPELINE WILL BE CLEANED WITH A HYDRO CLEANER BY A CITY CREW ACCORDING TO ISPWC
DIVISION 500 SECTION 501.3.4.
10.5.CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION:
10.5.1.ACCEPTANCE CRITERIA:
10.5.1.1.NO VISIBLE STANDING WATER IN PIPELINE CAUSED BY GRADE DEFECTS.
10.5.1.2.NO PIPELINE STRUCTURAL DEFECTS OBSERVED.
10.5.1.3.NO PIPELINE INSTALLATION DEFECTS OBSERVED.
10.5.1.4.NO INFILTRATION OBSERVED.
10.5.2.CCTV SEWER LINE INSPECTION WILL BE DONE BY A CITY CREW.
10.5.3.CCTV SEWER LINE INSPECTION IS TO BE DONE AFTER BACKFILL AND COMPACTION, BUT PRIOR TO SURFACE CONSTRUCTION
(I.E.: PAVING, LANDSCAPING, ETC). UNCOVER AND REPAIR OR REINSTALL SECTIONS OF PIPE FOUND TO HAVE DEFECTS AS
DIRECTED BY THE CITY ENGINEER OR HIS AGENTS.
10.5.4.NOTIFY THE CITY WASTEWATER DEPT. @ (208) 359-3035 AT LEAST TEN WORKING DAYS PRIOR TO FINAL SURFACE
RECONSTRUCTION TO ALLOW FOR CCTV INSPECTION TO BE DONE, REVIEWED, AND REPAIRS TO BE DONE IF NECESSARY.
10.5.5.ANY REPAIRS WILL NEED TO BE RE-INSPECTED AFTER THE REPAIR IS COMPLETED.
10.5.6.THE COST FOR PIPE CLEANING AND CCTV INSPECTION OF THE LINES WILL BE BILLED. THE COST FOR PIPE CLEANING AND CCTV
INSPECTION OF THE LINES WILL BE BILLED TO THE OWNER AT APPROVED CITY OF REXBURG BILLING RATES.
11.A SIGNED “LETTER OF ACCEPTANCE” FROM THE CITY WILL BE REQUIRED PRIOR TO FINAL SURFACE RECONSTRUCTION (I.E.: PAVING,
LANDSCAPING, ETC).
1.ALL DRAINAGE CONVEYANCE AND INFILTRATION FACILITIES MUST BE INSPECTED BY THE DESIGN ENGINEER OR HIS/HER QUALIFIED
REPRESENTATIVE. CITY OF REXBURG ENGINEER OR HIS ASSIGNED AGENT SHALL BE PRESENT. NOTIFY CITY A MINIMUM OF 48 HOURS
IN ADVANCE.
2.ALL NON GRATED STORM DRAIN MANHOLE COVERS SHALL BE MARKED "STORM DRAIN".
3.ALL STORM DRAINAGE PIPING SHALL BE ASTM D 3034 PVC - SDR 35 OR AASHTO M 294 HDPE, TYPE S AS SHOWN ON THE PLANS.
JOINTS SHALL BE WATERTIGHT WITH RUBBER GASKETED JOINTS.
4.CONCRETE COLLARS SHALL BE POURED AT ALL STORM DRAINAGE INLETS AND MANHOLES LOCATED WITHIN PAVED OR GRAVEL
STREET SECTIONS. COLLARS SHALL BE PLACED IN ACCORDANCE WITH THE ISPWC SD-508.
5.SUBSURFACE STORM WATER DISPOSAL FACILITIES (SEEPAGE BEDS) SHALL BE LOCATED A MINIMUM OF 25-FEET FROM POTABLE
WATER MAINS, 100-FEET FROM DOMESTIC WELLS, AND 50-FEET FROM SEPTIC LEACHFIELDS.
6.PIPE LENGTHS SHOWN ARE NOT EXACT. ACTUAL INSTALLATION LENGTHS MAY VARY SLIGHTLY. LENGTHS ARE SHOWN FOR GENERAL
INFORMATION ONLY.
7.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE
TO EXISTING FACILITIES OR IMPROVEMENTS RESULTING FROM THE CONTRACTORS OPERATIONS, SHALL BE REPAIRED OR REPLACED
AT CONTRACTORS EXPENSE.
8.CONTRACTOR IS RESPONSIBLE TO REMOVE ALL DEBRIS CREATED BY GRADING AND DRAINAGE OPERATIONS FROM LANDSCAPE
PLANTER AREAS PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIALS BY THE LANDSCAPE CONTRACTOR.
9.ALL PROPOSED STORM DRAINAGE CATCH BASIN INLETS AND MANHOLES SHALL BE COVERED WITH FILTER FABRIC BY THE STORM
DRAIN CONTRACTOR TO PREVENT CONTAMINATION OF STORM DRAINAGE FACILITIES. FABRIC SHALL NOT BE REMOVED UNTIL AFTER
CONSTRUCTION IS COMPLETE AND LANDSCAPE TURF AREAS HAVE MATURED. COORDINATE WITH PROJECT SWPPP DOCUMENTS.
10.CARE SHALL BE TAKEN TO PREVENT DIRT AND OTHER SUPERFLUOUS MATERIALS FROM ENTERING STORM DRAINAGE FACILITIES
DURING CONSTRUCTION.
11.ALL DRAINAGE CONVEYANCE AND INFILTRATION FACILITIES MUST BE INSPECTED BY THE CITY OF REXBURG PUBLIC WORKS AND THE
DESIGN ENGINEER OR HIS/HER QUALIFIED REPRESENTATIVE. PROVIDE INSPECTION REQUEST A MINIMUM OF 48 HOURS IN ADVANCE.
12.IF GROUND WATER IS ENCOUNTERED DURING THE CONSTRUCTION OF DRAINAGE FACILITIES, THE CONTRACTOR SHALL NOTIFY THE
DESIGN ENGINEER IMMEDIATELY.
General Notes:Earthwork Notes:
Storm Drain Notes:
Water Notes:Sanitary Sewer Notes:
SS
R/
W
R/
W
R/
W
R/
W
R/
W
SIXTEENTH LINE
N 2nd E
HARRIS FAMILY TRUST
APN:RP06N40E084803
76.78 Acres±
1586 N 2nd E
BALL SANDRA H FAMILY TRUST UTA
APN:RPS6N40E084202
1586 N 2nd E
IDAHO AG CREDIT FLCA
APN:RPRXBCA0085921
N 2nd E
MOUNTAIN GOLD INC
APN:RPRXBCA0086606
30' ITD EASEMENT
EXCEPTION 18 & 19
2'
T
TP
TP
TP
TP
TP
TPTP
TP TP
TP
TPTP
TP
TPTP
TP TP TP
TP
TPTPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
S
G
T
T
T
T
T
T
T
G
T
T
MB
IV IV
EP
EP
TOE TOE TOE TOE TOE TOE TOE TOE TOETOPTOPTOPTOPTOPTOPTOPTOPTOP TOP
EG
EGEGEG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOETOPTOPTOPTOPTOPTOPTOPTOPTOPTOP
EG
EG
EG
EG
X
X
X
X
X
X
X
X
X
X
X
X
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TO
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OH
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W
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50' ROW
EXCEPTION 12
ROW VARIES
EXCEPTION 12 & 17
N1/2 of the SW1/4
IDAHO FARM LEASE
BLANKET IN NATURE
EXCEPTION 16
DEVELOPMENT AGREEMENT
ANNEX TO SUGAR CITY
EAST OF LINE
EXCEPTION 20DEVELOPMENT AGREEMENT
ANNEX TO REXBURG
WEST OF LINE
EXCEPTION 20
EP
EP EP
EMTR
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E
EMTRE
E
NOT A PART
D
D
D
D
PROPOSED PARCEL LINE
PER PENDING RECORD of SURVEY
N89°48'54"E
93.21'
N89°48'54"E 2539.04'
S89°46'29"W 2582.37'
N0
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1218.59'
950.00'
1218.59'906.79'97.53'
97.60'
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316.19'
316.12'
WV
WV
WVWV
BO
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50' DISTANCE TO NEAREST INTERSECTION
489
9
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CULTIVATED WHEAT FIELD
CULTIVATED WHEAT FIELD
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8"PVC IE-NTH:4863.55'
8"PVC IE-THRU:4863.54'
SDMH RIM:4880.59'
12"PVC IE-WST/STH:4876.92'
SDMH RIM:4880.72'
12"PVC IE-WST/STH:4877.02'
CONSTRUCTION
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Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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1" = 100'
Construction Documents-Existing Conditions
EG
XXXXX
CALCULATED POINT, NOTHING FOUND OR SET
WATER VALVE
SECTION LINE
SUBJECT PARCEL BOUNDARY LINE
ROADWAY CENTERLINE
RIGHT-OF-WAY LINE
EASEMENT LINE
ELECTRIC METER
ELECTRIC BOX
GUY WIRE
FIRE HYDRANT
RECTANGULAR INLET
STORM DRAIN MANHOLE
FOUND 1/2" REBAR, AS SHOWN
FOUND ALUMINUM CAP MONUMENT (ALC)
FOUND BRASS CAP MONUMENT (BCP)
WOODEN POWER POLE
TEMPORARY BENCHMARK
ELECTRICAL TRANSFORMER
OHP
WATER LINE
OVERHEAD POWER LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
FENCE LINE
STORM DRAIN LINE
FIBER OPTICS LINE
UNDERGROUND POWER LINE
EMTR
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WV
TIE LINE
UNDERGROUND TELEPHONE LINE
ADJACENT PROPERTY LINE
PROPOSED PROPERTY LINE
CONCRETE AREA
CURB AND GUTTER
W
UGP
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FO
R/W
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Overall Site Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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Horizontal Scale:
0 ###'###'
#########
Construction Documents-Overall Site Plan
Sheet Notes:
1.REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT
ITEMS. CONTRACTOR SHALL VERIFY LISTED DIMENSIONS PRIOR TO
CONSTRUCTION.
2.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUITS AND
SLEEVES WITH RESPECTIVE CONTRACTORS.
3.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT,
EDGE OF FOUNDATION, EDGE OF WALLS, SAW CUT, OR CENTER OF POST.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN
THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE
ENGINEER FOR A DECISION PRIOR TO COMMENCING WITH THE WORK.
5.WHENEVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL
HAVE AN EXPANSION JOINT.
6.PROVIDE SCORE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART
OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS
SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT
CONFORM TO THE DESIGN.
7.ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW
AND APPROVAL. THE CONTRACTOR SHALL LAY OUT THE AREA OR FORM WORK
FOR REVIEW BY ENGINEER. AFTER REVIEW AND NECESSARY MODIFICATIONS AS
DIRECTED, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF
APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL
OF ANY UNAUTHORIZED FIELD ADJUSTMENTS.
8.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL
BE SMOOTH AND CONTINUOUS.
9.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS SHALL BE MADE BY THE
BUILDING CONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO WITHIN 5-FT
OF BUILDING (EXCEPT AS SPECIFICALLY NOTED OTHERWISE).
SEE SHEETS C1.00
C4.00 FOR SITE
DETAILS
SEE SHEETS
C5.00-C5.50 FOR
ROADWAY AND
DRIVEWAY
CONNECTIONS
SEE SHEETS
C4.00-C4.50 FOR
OFFSITE UTILITY
CONNECTIONS
N 2nd East
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OHPOHPOHPOHPOHPOHP
OHP
OHP
U
G
P
W
W
W
EP
EP
EP
EMTR
E
E
EMTRE
E
DD DD
WV
WV
BO
W
WV
SS
SS
R/W R/W R/W R/WR/W
T
SG
TTT
T
T
TT
G
T
T
MB
IV
IV
EP
EP
TO
P
T
O
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
FO
EG
E
G
EG
EG
E
G
EG
EG
EG
EG
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
E
G
E
G
EG
EG
EG
X
X
X
X
X
X X X X X X X X X X X X
CO
TT
OHP
OHPOHPOHPOHPOHPOHP
OHP
OHP
U
G
P
W
W
W
EP
EP
EP
EMTR
E
E
EMTRE
E
DD DD
WV
WV
BO
W
WV
SS
12
'
'
S
D
15
'
'
S
D
18
'
'
S
D
18
'
'
S
D
SD
SD
8''W 8''W 8''W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
15
'
'
S
D
15
'
'
S
D
8''W8''W
8''W 10''W 12''W 12''W
LOAD-N-GOLOAD-N-GO
VANYIELD
YIELD
STOP
STOP
YIELD
YIELD
RENTAL
RENTAL
RENTAL
RENTAL
RENTAL
RENTAL
VAN
VAN
VAN
VAN
VAN
VAN
VAN
VAN
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
G
G
FO
FO
UG
P
G
G
F
O
F
O
U
G
P
G
G
G
F
O
F
O
F
O
F
O
U
G
P
U
G
P
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
UG
P
UG
P
UG
P
VAN
UGP UGP UGP
6''SS
8''SS8''SS8''SS8''SS
SS
SS
SS
SS
12
'
'
W
12
'
'
W
12
'
'
W
S
S
8'
'
S
S
8
'
'
S
S
1
2
'
'
W
12
'
'
W
8''SS8''SS8''SS
8''SS
SA
N
SA
N
SA
N
SA
N
SA
N
8'
'
S
S
8'
'
S
S
SA
N
SA
N
SA
N
SD
SD
SD SD
SD
SD
MT
R
MT
R
SD
SD
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
SD
SD
SD SD
SDSD
G
G
G
G G G G G
GI
R
R
GI
R
R
GI
R
R
GIR
R
PIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
GFO
SA
N
FOFOFOFOFO
F
O
FOFO
SA
N
SA
N
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 1 BLOCK 2
11.52 ACRES
LOT 5 BLOCK 1
8.99 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/W 1
2.89 ACRES
R/W 2
0.01 ACRES
SD
NORTH 2ND EASTNORTH 2ND EAST
TE
T
O
N
I
S
L
A
N
D
C
A
N
A
L
TE
T
O
N
I
S
L
A
N
D
C
A
N
A
L
CONSTRUCTION
NOT FOR
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
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,
I
d
a
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o
8
3
4
4
0
NE
Q
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2
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1
5
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Re
x
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Ho
m
e
D
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p
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-
S
t
o
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#
1
8
8
0
Horizontal Scale:
0 80'160'
1" = 80'
ESC Plan-Overall
Fi
l
e
L
o
c
a
t
i
o
n
:
g:
\
2
0
2
5
\
1
2
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0
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:
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i
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,
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2
3
2
0
2
6
a
t
1
2
:
1
0
P
M
ESC Plan
C0.50
Overall
ESC/SWPPP Legend
ELEV
ELEV
EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL)
PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL)
PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF
STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL
IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY
TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE SHEET C4.4
FOR DETAILS.
APPROXIMATE LIMIT OF DISTURBANCE
FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST
MANAGEMENT PRACTICES BMP #64. SEE DETAILS ON SHEET C4.4.
FW
RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET
C4.4 FOR DETAILS. INSTALL WITH INLET OR PRIOR TO INITIAL EARTH
DISTURBANCE AND REMOVE AFTER FINAL STABILIZATION.
CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C4.4
FOR DETAILS. INSTALL WITH INLET OR PRIOR TO INITIAL EARTH
DISTURBANCE AND REMOVE AFTER FINAL STABILIZATION.
CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER
BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C4.4.
PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER
BEST MANAGEMENT PRACTICES BMP #50.
MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO
CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37.
FWFW
FW FW
TOPSOIL STOCKPILE AREA PER IDAHO CATALOG OF STORMWATER BEST
MANAGEMENT PRACTICES BMP #44
AREA TO BE STABILIZED WITH PAVING. SEE MATERIALS
PLAN SHEET C2.00 FOR MATERIALS AND DETAILS.
AREA TO BE STABILIZED WITH LANDSCAPE. SEE LANDSCAPE
PLAN SHEET L1.00 FOR MORE INFORMATION.
COMPACTED GRAVEL ACCESS ROAD PER HOME DEPOT SPECIFICATIONS.
INSTALL EROSION CONTROL BLANKETS PER DETAIL 8/C1.55.
AREA TO BE STABILIZED WITH ARTIFICIAL TURF. SEE MATERIALS
PLAN SHEET C2.00 FOR MATERIALS AND DETAILS.
SITE CONSTRUCTION SIGN. REFER TO SWPPP POSTING REQUIREMENTS THIS
SHEET.
T
T
T
T
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
W W
W
E
D
D
WV
T
T
T
T
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
W W
W
E
D
D
WV
12''SD
6'
'
S
D
6'
'
S
D
15''SD15''SD18''SD18''SD18''SD SD
SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W8''W8''W8''W8''W8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
15''SD 15''SD
8'
'
W
8'
'
W
8'
'
W
12
'
'
S
D
8'
'
W
10
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
S
D
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
G G GFOFOFOFOUGPUGP G
G
G
FO
FO
FO
FO
UGP
UGP
FO
G
G
G
G
FO
FO
FO
FO
FO
FO
UGP
UGP
UGP
G G G G G G G G GFOFOFOFOFOFOFOFOFOFOFOFO FOUGPUGPUGPUGPUGPUGP
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
TRUCK
DOCK
SEASONAL
(10,299 SF)
UG
P
UG
P
UG
P
UG
P
UG
P
6'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
SSSSSSSSSSSSSS
12''W12''W12''W12''W12''W
SS
8''SS
8''SS
8''SS
12''W
12''W
12''W
8''SS
8''SS
12''W12''W12''W
8'
'
S
S
SAN
SAN
SAN
SAN
SAN
8''SS8''SS8''SS8''SS SAN
18''SD
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
SD
SD
SD
SD
G G G G
G
G
G
G
G
G
G
G
G
G
GMTR
GIRR
GIRR
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
G FOFOUGP
SAN
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SAN
SAN
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 1 BLOCK 2
11.52 ACRES
LOT 5 BLOCK 1
8.99 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
SD
NO
R
T
H
2
N
D
E
A
S
T
NO
R
T
H
2
N
D
E
A
S
T
TETON ISLAND CANAL TETON ISLAND CANAL
CONSTRUCTION
NOT FOR
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
u
r
g
,
I
d
a
h
o
8
3
4
4
0
NE
Q
N
2
n
d
E
&
E
1
5
t
h
N
Re
x
b
u
r
g
,
I
d
a
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o
Ho
m
e
D
e
p
o
t
-
S
t
o
r
e
#
1
8
8
0
Horizontal Scale:
0 50'100'
1" = 50'
ESC Plan-Grading and Utilities
Fi
l
e
L
o
c
a
t
i
o
n
:
g:
\
2
0
2
5
\
1
2
5
0
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2
\
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c
d
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1
2
5
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2
c
d
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2
3
2
0
2
6
a
t
1
2
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1
0
P
M
ESC Plan
C0.51
Grading and Utilities
ESC/SWPPP Legend
ELEV
ELEV
EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL)
PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL)
PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF
STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL
IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY
TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE SHEET C4.4
FOR DETAILS.
APPROXIMATE LIMIT OF DISTURBANCE
FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST
MANAGEMENT PRACTICES BMP #64. SEE DETAILS ON SHEET C4.4.
FW
RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET
C4.4 FOR DETAILS. INSTALL WITH INLET OR PRIOR TO INITIAL EARTH
DISTURBANCE AND REMOVE AFTER FINAL STABILIZATION.
CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C4.4
FOR DETAILS. INSTALL WITH INLET OR PRIOR TO INITIAL EARTH
DISTURBANCE AND REMOVE AFTER FINAL STABILIZATION.
CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER
BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C4.4.
PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER
BEST MANAGEMENT PRACTICES BMP #50.
MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO
CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37.
FWFW
FW FW
TOPSOIL STOCKPILE AREA PER IDAHO CATALOG OF STORMWATER BEST
MANAGEMENT PRACTICES BMP #44
AREA TO BE STABILIZED WITH PAVING. SEE MATERIALS
PLAN SHEET C2.00 FOR MATERIALS AND DETAILS.
AREA TO BE STABILIZED WITH LANDSCAPE. SEE LANDSCAPE
PLAN SHEET L1.00 FOR MORE INFORMATION.
COMPACTED GRAVEL ACCESS ROAD PER HOME DEPOT SPECIFICATIONS.
INSTALL EROSION CONTROL BLANKETS PER DETAIL 8/C1.55.
AREA TO BE STABILIZED WITH ARTIFICIAL TURF. SEE MATERIALS
PLAN SHEET C2.00 FOR MATERIALS AND DETAILS.
SITE CONSTRUCTION SIGN. REFER TO SWPPP POSTING REQUIREMENTS THIS
SHEET.
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
1586 N 2nd E
IDAHO AG CREDIT FLCA
APN:RPRXBCA0085921
S
G
T
T
T
MB
IV
IV
EP EP EP
EP
EP
SD
CO
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
W
W W
W
EP EP
EP EP EP EP
NOT A PART
D
D
BO
W
WV
SSMH RIM:4879.14'
8"PVC IE-NTH:4863.55'
8"PVC IE-THRU:4863.54'
SS SS
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
1586 N 2nd E
IDAHO AG CREDIT FLCA
APN:RPRXBCA0085921
S
G
T
T
T
MB
IV
IV
EP EP EP
EP
EP
SD
CO
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
W
W W
W
EP EP
EP EP EP EP
NOT A PART
D
D
BO
W
WV
SSMH RIM:4879.14'
8"PVC IE-NTH:4863.55'
8"PVC IE-THRU:4863.54'
SS SS
G G GFOFOFOFOUGPUGP G
G
FO
FO
UGP
8'
'
S
S
8''SS
8''SS
8''SS
12''W12''W12''W
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
SAN
SAN
8''SSSAN SAN
SD
SD
SD
G FOFOUGP
SAN
R/W 2
0.01 ACRES
SD
CONSTRUCTION
NOT FOR
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
u
r
g
,
I
d
a
h
o
8
3
4
4
0
NE
Q
N
2
n
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E
&
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1
5
t
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N
Re
x
b
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,
I
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a
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Ho
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D
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p
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t
-
S
t
o
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#
1
8
8
0
Horizontal Scale:
0 50'100'
1" = 50'
ESC Site Plan - Offsite Utilities
Fi
l
e
L
o
c
a
t
i
o
n
:
g:
\
2
0
2
5
\
1
2
5
0
9
2
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c
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0
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0
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P
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Fr
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,
J
a
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a
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2
3
2
0
2
6
a
t
1
2
:
1
2
P
M
ESC Plan
C0.52
Offsite Utilities
ESC/SWPPP Legend
ELEV
ELEV
EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL)
PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL)
PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF
STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL
IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY
TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE SHEET C4.4
FOR DETAILS.
APPROXIMATE LIMIT OF DISTURBANCE
FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST
MANAGEMENT PRACTICES BMP #64. SEE DETAILS ON SHEET C4.4.
FW
RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET
C4.4 FOR DETAILS. INSTALL WITH INLET OR PRIOR TO INITIAL EARTH
DISTURBANCE AND REMOVE AFTER FINAL STABILIZATION.
CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C4.4
FOR DETAILS. INSTALL WITH INLET OR PRIOR TO INITIAL EARTH
DISTURBANCE AND REMOVE AFTER FINAL STABILIZATION.
CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER
BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C4.4.
PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER
BEST MANAGEMENT PRACTICES BMP #50.
MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO
CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37.
FWFW
FW FW
TOPSOIL STOCKPILE AREA PER IDAHO CATALOG OF STORMWATER BEST
MANAGEMENT PRACTICES BMP #44
AREA TO BE STABILIZED WITH PAVING. SEE MATERIALS
PLAN SHEET C2.00 FOR MATERIALS AND DETAILS.
AREA TO BE STABILIZED WITH LANDSCAPE. SEE LANDSCAPE
PLAN SHEET L1.00 FOR MORE INFORMATION.
COMPACTED GRAVEL ACCESS ROAD PER HOME DEPOT SPECIFICATIONS.
INSTALL EROSION CONTROL BLANKETS PER DETAIL 8/C1.55.
AREA TO BE STABILIZED WITH ARTIFICIAL TURF. SEE MATERIALS
PLAN SHEET C2.00 FOR MATERIALS AND DETAILS.
SITE CONSTRUCTION SIGN. REFER TO SWPPP POSTING REQUIREMENTS THIS
SHEET.
T
T
T
T
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
W W
W
E
D
D
WV
T
T
T
T
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
W W
W
E
D
D
WV
SD
SD
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
NVA
N
VA
NVA
N
VA
NVA
N
VA
NVA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
TRUCK
DOCK
SEASONAL
(10,299 SF)
SAN
SAN
SAN
SAN
SAN
SAN
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
SD
SD
SD
SD
GMTR
GIRR
GIRR
GIRR
GIRR
SAN
SAN
SAN
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 1 BLOCK 2
11.52 ACRES
LOT 5 BLOCK 1
8.99 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
SD
NO
R
T
H
2
N
D
E
A
S
T
NO
R
T
H
2
N
D
E
A
S
T
TETON ISLAND CANAL TETON ISLAND CANAL
CONSTRUCTION
NOT FOR
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
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1
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0
Horizontal Scale:
0 50'100'
1" = 50'
ESC Plan-Paving and Construction
Fi
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:
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P
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ESC Plan
C0.53
Paving and
Construction
ESC/SWPPP Legend
ELEV
ELEV
EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL)
PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL)
PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF
STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASE MATERIAL
IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY
TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE SHEET C4.4
FOR DETAILS.
APPROXIMATE LIMIT OF DISTURBANCE
FIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BEST
MANAGEMENT PRACTICES BMP #64. SEE DETAILS ON SHEET C4.4.
FW
RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET
C4.4 FOR DETAILS. INSTALL WITH INLET OR PRIOR TO INITIAL EARTH
DISTURBANCE AND REMOVE AFTER FINAL STABILIZATION.
CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C4.4
FOR DETAILS. INSTALL WITH INLET OR PRIOR TO INITIAL EARTH
DISTURBANCE AND REMOVE AFTER FINAL STABILIZATION.
CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER
BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C4.4.
PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER
BEST MANAGEMENT PRACTICES BMP #50.
MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO
CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37.
FWFW
FW FW
TOPSOIL STOCKPILE AREA PER IDAHO CATALOG OF STORMWATER BEST
MANAGEMENT PRACTICES BMP #44
AREA TO BE STABILIZED WITH PAVING. SEE MATERIALS
PLAN SHEET C2.00 FOR MATERIALS AND DETAILS.
AREA TO BE STABILIZED WITH LANDSCAPE. SEE LANDSCAPE
PLAN SHEET L1.00 FOR MORE INFORMATION.
COMPACTED GRAVEL ACCESS ROAD PER HOME DEPOT SPECIFICATIONS.
INSTALL EROSION CONTROL BLANKETS PER DETAIL 8/C1.55.
AREA TO BE STABILIZED WITH ARTIFICIAL TURF. SEE MATERIALS
PLAN SHEET C2.00 FOR MATERIALS AND DETAILS.
SITE CONSTRUCTION SIGN. REFER TO SWPPP POSTING REQUIREMENTS THIS
SHEET.
30' ITD EASEMENT
EXCEPTION 18 & 19
2'
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
TO
E
TO
E
TO
E
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E
T
O
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
R
/
W
R/
W
DEVELOPMENT AGREEMENT
ANNEX TO REXBURG
WEST OF LINE
EXCEPTION 20
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
SD
SD
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
G
G
G
G
G
G G G
18+0
0
19+00 20+00
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
GARDEN CENTER
(28,157 SF)
THE HOME DEPOT
BUILDING: 106,651 SF
TRUCK
DOCK
SEASONAL
(10,299 SF)
SAN
SAN
SAN
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
SD
G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
GMTR
GIRR
GIRR
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
SAN
SAN
30' ITD EASEMENT
EXCEPTION 18 & 19
2'
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
T
O
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
R
/
W
R/
W
DEVELOPMENT AGREEMENT
ANNEX TO REXBURG
WEST OF LINE
EXCEPTION 20
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W
R/W R/W R/W R/W
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/W 1
2.89 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
TETON ISLAND CANAL
N
2
n
d
E
A
S
T
(8) TRAILER DISPLAY(8) SHED DISPLAY
DOUBLE CART
CORRAL
SINGLE CART
CORRAL
SINGLE CART CORRALSINGLE CART CORRAL
DOUBLE CART
CORRAL
DOUBLE CART
CORRAL
DOUBLE CART
CORRAL
(2) LOAD-N-GO
(2) VETERAN PARKING
SIGNS(4) CURBSIDE PICKUP
(6) THD TRUCK
RENTAL
(10) THD EQUIPMENT
RENTAL
1
1
1
(TYP 12)
1
1
111
11
1
1
11
1
1
1
1
22
2
22
2
2
3
3
3
3.1
3.1
(TYP 8)
3.1
3.3
3.2
4.1
(TYP 10)
5
55
5
5
5555
5
5
5
5
5
5
5
7
8
8
8
8
8
8
9
9
9
10
12
9
9
9
9
9 9 9
9
1 1
1
1
(TYP 8)
1
1
1
1
1
8
8 8
8
8
8
88
8
8
8 8
8
8
8
4.1
(TYP 8)
(23)-8'X20' COMPACT STALLS
(34)-8'X20' COMPACT STALLS
Material Legend:
Keynotes:
1.INSTALL BOLLARD PER ARCHITECTURAL PLANS.
2.INSTALL CART CORRAL PER ARCHITECTURAL PLANS.
3.INSTALL ADA PARKING STALLS PER 3, 4 & 5/C1.51.
3.1.INSTALL ADA PARKING SIGNS PER 8 & 9/C1.50.
3.2.INSTALL SIGNS PER 9/C1.50 SIGNS AND PER HOME DEPOT STANDARDS.
3.3.INSTALL SIGNS PER 11/C1.50 AND PER HOME DEPOT STANDARDS.
4.INSTALL CONCRETE BOLLARD PER DETAIL XX/C1.50.
4.1.SINGLE BOLLARD
5.VEHICULAR SIGN OR STRIPING, SEE STRIPING & SIGNAGE PLAN FOR MORE
INFORMATION.
6.MONUMENT SIGN, SEE EXTERIOR SIGN PACKAGE FOR DETAILS. SHOWN FOR
REFERENCE ONLY. FINAL SIGN LOCATION SHALL BE APPROVED AND PERMITTED BY
THE CITY OF REXBURG.
7.ELECTRICAL UTILITY STRUCTURE. SEE ELECTRICAL PLANS FOR DETAILS.
8.LIGHT POLE, SEE ELECTRICAL PLANS FOR MORE INFORMATION.
9.CONCRETE FLATWORK, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION.
10.TRUCK DOCK SEE ARCHITECTURAL PLANS FOR DETAILS.
11.MONUMENT SIGN. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE
APPROVED AND PERMITTED BY THE CITY OF REXBURG. SEE EXTERIOR SIGNAGE
PACKAGE PLANS FOR MORE INFORMATION.
12.PEDESTRIAN RAMP PER DETAIL 7/C1.50
CALLOUT NUMBERS COORDINATED
TO NUMBERED NOTES BELOW.#
Project Information:
SITE AREA:
THE HOME DEPOT PARCEL 476,795 SF (10.95 AC)
TOTAL SITE AREA: 476,795 (10.95AC)
BUILDING AREA:
THE HOME DEPOT 106,651 SF
GARDEN CENTER 28,157 SF
TOTAL THD AREA 134,808 SF
PARKING:
TOTAL REQUIRED (4 PER 1000 SF)427 STALLS
PROVIDED
FRONT FIELD 352 STALLS
BACK FIELD (57 COMPACT STALLS/13.3%) 75 STALLS
TOTAL PROVIDED THD PARKING 427 STALLS
SPECIALTY PARKING (INCLUDED IN PARKING COUNT)
ADA ACCESSIBLE STALLS 10 STALLS
PRO PARKING 39 STALLS
VETERAN PARKING 2 STALLS
CURBSIDE PICKUP 4 STALLS
SEASONAL SALES AREA 10,299 SF
ACCESSORY PARKING (NOT INCLUDED IN PARKING COUNT)
LOAD-N-GO 2 STALLS
THD TRUCK RENTAL 6 STALLS
TRAILER DISPLAY 8 STALLS
SHED DISPLAY 8 STALLS
THD EQUIPMENT RENTAL 10 STALLS
CART CORRALS 11 STALLS
TOTAL ACCESSORY PARKING 45 STALLS
ZONING STANDARDS:
JURISDICTION CITY OF REXBURG
ZONING CLASSIFICATION BC
HEAVY DUTY ASPHALT
PAVING - SEE DETAIL
1/C1.50.
GRAVEL IRRIGATION CANAL
EASEMENT.
STANDARD CONCRETE
FLATWORK - SEE DETAIL
4/C1.50.
REINFORCED CONCRETE
FLATWORK PER ARCHITECT
LANDSCAPE AREAS. REFER
TO LANDSCAPE PLANS FOR
MORE INFORMATION.
Curb & Gutter Legend:
SITE CATCH CURB AND GUTTER, SEE DETAIL 2/C1.51.
CONCRETE TRUCK RAMP BY
ARCHITECT. SEE
ARCHITECTURAL PLANS
FOR MORE INFORMATION
SITE VERTICAL CURB WITH NO GUTTER, SEE DETAIL 3/C1.50.
SITE REVERSE CURB AND GUTTER, SEE DETAIL 1/1/C1.51
DRAINAGE SWALE
CONSTRUCTION
NOT FOR
Fi
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2
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2
0
2
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t
1
2
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1
2
P
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C1.00
Site Materials Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
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1" = 40'
Construction Documents-Site Materials Plan
See Sheet C5.00
&B:SJ:ÑGIFM>V:ÑBFKÑ8FM:IS<:Ñ8SB8LBSK>FEJÑ>:Ñ
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30' ITD EASEMENT
EXCEPTION 18 & 19
2'
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
T
O
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
R
/
W
R/
W
DEVELOPMENT AGREEMENT
ANNEX TO REXBURG
WEST OF LINE
EXCEPTION 20
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
30' ITD EASEMENT
EXCEPTION 18 & 19
2'
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
T
O
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
R
/
W
R/
W
DEVELOPMENT AGREEMENT
ANNEX TO REXBURG
WEST OF LINE
EXCEPTION 20
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
SD
SD
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO
18+0
0
19+00 20+00
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
GARDEN CENTER
(28,157 SF)
THE HOME DEPOT
BUILDING: 106,651 SF
TRUCK
DOCK
SEASONAL
(10,299 SF)
SAN
SAN
SAN
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
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D
RE
S
E
R
V
E
D
RE
S
E
R
V
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D
RE
S
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R
V
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D
RE
S
E
R
V
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D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
SD
GMTR
GIRR
GIRR
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
SAN
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SAN
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W
R/W R/W R/W R/W
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/W 1
2.89 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
20'26'20'20'24'20'20'24'40'24'24'24'20'
5'
20'24'20'20'24'20'20'24'20'20'24'20'20'26'20'20'20'20'20'
20'35'20'
25
'
0.
5
'
12
.
9
9
'
26
'
8.
0
8
'
72
.
4
9
'
80.64'
5.13'
80.79'
74.85'117.13'20'
20'26'11.42'
26
0
.
2
5
'
155.43'
9'
T
Y
P
18
4
'
81
'
9'
T
Y
P
9'
T
Y
P
38.91'
14
4
'
9'
T
Y
P
9'
T
Y
P
9'
T
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P
11
7
'
45
'
9'
54
'
8'
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11
7
'
9' T
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2.5
'
10
9
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1
2
'
10
9
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1
2
'
13
5
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4
'
14
4
'
14
4
'
9'
T
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P
9'
T
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P
63
'
9'
35
'
6'
8'
8'
8'
8'
62
'
12
'
10
'
26
'
9'
12
'
14
4
'
9'
T
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9'
T
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9'
T
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P
36
'
9'
99
'
20
'
26
'
6.
9
2
'
5.9'
10
'
26
'
9'
61
'
14
4
'
10
'
26
'
9'
29
'
12
6
'
99
'
9'
5'
713.5'
705' BC-BC
171'
9' TYP
10.51'
26'
10.99'
387'
26'
72
.
4
9
'
6'
3'
9'
T
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P
9'
T
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T
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137.1'
12
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0
2
'
26'
TETON ISLAND CANAL
N
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10
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'
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7
'
8'
T
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24
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'
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CONSTRUCTION
NOT FOR
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1
2
P
M
C1.20
Site Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
u
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g
,
I
d
a
h
o
8
3
4
4
0
NE
Q
N
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#
1
8
8
0
Horizontal Scale:
0 40'80'
1" = 40'
Construction Documents-Site Plan
Sheet Notes:
1.REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT
ITEMS. CONTRACTOR SHALL VERIFY LISTED DIMENSIONS PRIOR TO
CONSTRUCTION.
2.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUITS AND
SLEEVES WITH RESPECTIVE CONTRACTORS.
3.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT,
EDGE OF FOUNDATION, EDGE OF WALLS, SAW CUT, OR CENTER OF POST.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN
THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE
ENGINEER FOR A DECISION PRIOR TO COMMENCING WITH THE WORK.
5.WHENEVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL
HAVE AN EXPANSION JOINT.
6.PROVIDE SCORE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART
OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS
SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT
CONFORM TO THE DESIGN.
7.ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW
AND APPROVAL. THE CONTRACTOR SHALL LAY OUT THE AREA OR FORM WORK
FOR REVIEW BY ENGINEER. AFTER REVIEW AND NECESSARY MODIFICATIONS AS
DIRECTED, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF
APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL
OF ANY UNAUTHORIZED FIELD ADJUSTMENTS.
8.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL
BE SMOOTH AND CONTINUOUS.
9.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS SHALL BE MADE BY THE
BUILDING CONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO WITHIN 5-FT
OF BUILDING (EXCEPT AS SPECIFICALLY NOTED OTHERWISE).
SEE SHEET C5.00
INCREASE 24' FROM BUILDING
DESIGNATE SNOW
STORAGE AREA
MOUNTABLE CURB
MOUNTABLE CURB
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30' ITD EASEMENT
EXCEPTION 18 & 19
2'
T
T
T
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T
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TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
T
O
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
R
/
W
R/
W
DEVELOPMENT AGREEMENT
ANNEX TO REXBURG
WEST OF LINE
EXCEPTION 20
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
SD
SD
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
18+0
0
19+00 20+00
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
GARDEN CENTER
(28,157 SF)
THE HOME DEPOT
BUILDING: 106,651 SF
TRUCK
DOCK
SEASONAL
(10,299 SF)
SAN
SAN
SAN
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
SD
GMTR
GIRR
GIRR
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
SAN
SAN
30' ITD EASEMENT
EXCEPTION 18 & 19
2'
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
T
O
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
R
/
W
R/
W
DEVELOPMENT AGREEMENT
ANNEX TO REXBURG
WEST OF LINE
EXCEPTION 20
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W
R/W R/W R/W R/W
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/W 1
2.89 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
TETON ISLAND CANAL
N
2
n
d
E
A
S
T
1
1
11
1
1
1
1 1
1
1 1
1
1
1 1
11
1.1
2.1
2.2 2.333
4
5
6
7
89
9
10
1010
11
1111
12
12
12
12
12
12
12
12
12
121212
12
12 12
12
12 12 12 12 2 12
12
13
13
1414
1414
16
(5 TYP)
17
17
1 1 1 1
1
CALLOUT NUMBERS COORDINATED
TO NUMBERED NOTES BELOW.#
Striping Notes:
Keynotes:
1.INSTALL PARKING STALL 4-IN WIDE WHITE PAINTED MARKINGS SEE SHEETS C1.20
FOR LAYOUT.
1.1.INSTALL PARKING STALL MARKINGS FOR TRUCK/EQUIPMENT RENTAL PARKING
ISLAND PER DETAIL 1/C1.52.
2.INSTALL ADA PARKING STRIPING AND SIGNAGE.
2.1.PER DETAIL 4/C1.51.
2.2.PER DETAIL 3/C1.51.
2.3.PER DETAIL 5/C1.512
3.INSTALL VAN PARKING STRIPING AND SIGNAGE.
4.INSTALL DIRECTIONAL ARROWS PER MUTCD STANDARDS.
5.INSTALL PRO PARKING STRIPING AND SIGNAGE PER HOME DEPOT STANDARDS AND
PER DETAIL 1/C1.52.
6.INSTALL TRUCK RENTAL SIGNAGE PER HOME DEPOT STANDARDS AND PER DETAIL
1/C1.52.
7.INSTALL LOAD-N-GO STRIPING AND SIGNAGE PER HOME DEPOT STANDARDS.
8.INSTALL VETERANS PARKING SIGNAGE PER HOME DEPOT STANDARDS.
9.INSTALL CURBSIDE PICKUP SIGNAGE PER HOME DEPOT STANDARDS.
10.PAINT "RESERVED" LETTERING PER HOME DEPOT STANDARDS.
11.PAINT 6-IN WIDE WHITE STRIPES AT 30-IN O.C. SEE STRIPING NOTES FOR MORE
INFORMATION.
12.INSTALL 2-FT X 11-FT STOP BAR STRIPING.
13.PAINT "STOP" LETTERING PER HOME DEPOT STANDARD SEE DETAIL 4/C1.51 FOR
INFORMATION.
14.PAINT "YIELD" LETTERING PER HOME DEPOT STANDARD SEE DETAIL 3/C1.51 FOR
MORE INORMATION.
15.MONUMENT SIGN. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE
APPROVED AND PERMITTED BY THE CITY OF OREM. SEE EXTERIOR SIGNAGE
PACKAGE PLANS FOR MORE INFORMATION.
16.EQUIPMENT RENTAL BOLLARD AND SIGNAGE KIT.
17.PEDESTRIAN CROSS WALK STRIPING PER ADA STANDARDS.
18.THD SHEDS PER HOME DEPOT.
19.INSTALL STOP SIGN PER MUTCD STANDARDS AND PER DETAIL 11/C1.50.
20.INSTALL LOADING ZONE STRIPING PER HOME DEPOT STANDARDS.
1.CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS IN FIELD PRIOR TO
INSTALLATION. NOTIFY ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES.
2.ALL PAVEMENT STRIPING AND MARKINGS SHALL BE TWO COATS OF PAINT.
3.PAVEMENT STRIPING, MARKING, AND LEGENDS SHALL BE PER LATEST HOME DEPOT
STANDARD PLAN A24A, C, D, & E.
CONSTRUCTION
NOT FOR
Fi
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1
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s
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3
P
M
C1.21
Striping Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
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#
1
8
8
0
Horizontal Scale:
0 40'80'
1" = 40'
Site Striping Plan
SEE SHEET C5.00
CONSTRUCTION
NOT FOR
Fi
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L
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i
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:
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C1.50
Site Details
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
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I
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1
8
8
0
SCORE JOINT
EXPANSION JOINT
COMPACTED SUBGRADE TO
95% STANDARD PROCTOR
3 4"-MINUS CRUSHED AGGREGATE BASE COURSE
PER ISPWC SECTION 802. COMPACT TO 95% DRY
DENSITY PER ASTM D698.
CONCRETE FLATWORK AS
SPECIFIED, WIDTH PER PLANS
3/8"
1/
4
"
1/
3
O
F
D
E
P
T
H
1/4"
4"
4"
4"
SEALANT-POLYURETHANE SEALANT
FS-TT-S-00227, TYPE II, NON-SAG AND
TYPE I-SELF LEVELING, CLASS A
1/2" RADIUS (TYP.)
5 Concrete Joints
Scale: NTS
6'
24" LONG, NO. 5 REBAR WITH POINTED TIP
AND WELDED 1-1/2" Ø WELDED WASHER CAP.
PRECAST CONCRETE PARKING BUMPER
AS SPECIFIED, CENTER ON STALL.
PAVING, PER PLANS
3 4"-MINUS CRUSHED
AGGREGATE BASE
COURSE PER ISPWC
SECTION 802. COMPACT
TO 95% DRY DENSITY
PER ASTM D698.
COMPACTED SUBGRADE
TO 95% STANDARD
PROCTOR
6 Concrete Wheel Stop
Scale: NTS
NOTE:
1.JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH
OF WALK, AS SHOWN ON DRAWINGS.
BUILDING LINE, COLUMNS, CURBS, CONC. FOOTING, ETC.
SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE II, NON-SAG
AND TYPE I-SELF LEVELING, CLASS A
EXPANSION JOINT
LIGHT BROOM FINISH
TOOLED SCORE JOINT
1/2" RADIUS
4" DEPTH CONCRETE
4" DEPTH ,3 4"-MINUS CRUSHED
AGGREGATE BASE COURSE PER
ISPWC SECTION 802. COMPACT
TO 95% DRY DENSITY PER ASTM
D698.
COMPACTED SUB-GRADE T0
95% STANDARD PROCTOR
4 Standard Concrete Flatwork
Scale: NTS
4"
10
"
ASPHALT PAVING TOP COURSE. 1
2" AGGREGATE PLANT MIX
PAVEMENT, CLASS I, PG58-28 WITH 0.5% HEAT STABLE.
COMPACT TO MINIMUM OF 92% PER ASTM D698.
3 4"-MINUS CRUSHED AGGREGATE BASE
COURSE PER ISPWC SECTION 802. COMPACT
TO 95% DRY DENSITY PER ASTM D698.
NOTES:
1.THIS SECTION IS FOR ONSITE USE ONLY AND SHOULD NOT BE USED INSIDE THE CITY'S RIGHT OF WAY.
4"
6"-MINUS PIT RUN SUBBASE PER ISPWC
SECTION 801. COMPACT TO 95% DRY
DENSITY PER ASTM D698.
COMPACTED SUBGRADE COMPACTED
SUBGRADE SEE GEOTECHNICAL FOR
SUBGRADE PREPARATION.
1 Heavy Duty Asphalt Section
Scale: NTS
NOTES:
1.THIS SECTION IS FOR ONSITE USE ONLY AND SHOULD NOT BE USED INSIDE THE CITY'S RIGHT OF WAY.
3"
8"
ASPHALT PAVING TOP COURSE. 1
2" AGGREGATE PLANT MIX
PAVEMENT, CLASS I, PG58-28 WITH 0.5% HEAT STABLE.
COMPACT TO MINIMUM OF 92% PER ASTM D698.
3 4"-MINUS CRUSHED AGGREGATE BASE
COURSE PER ISPWC SECTION 802. COMPACT
TO 95% DRY DENSITY PER ASTM D698.
COMPACTED SUBGRADE COMPACTED
SUBGRADE SEE GEOTECHNICAL FOR
SUBGRADE PREPARATION.
4"
6"-MINUS PIT RUN SUBBASE PER ISPWC
SECTION 801. COMPACT TO 95% DRY
DENSITY PER ASTM D698.
2 Standard Asphalt Section
Scale: NTS
BLUE BACKGROUND WITH
WHITE SYMBOL AND
LETTERING
1" WHITE LETTERING WITH
"STATE DISABLED PARKING
PERMIT REQUIRED"
PROVIDE SIGN THAT IDENTIFIES
ALL VAN ACCESSIBLE STALLS,
REFER TO PLANS FOR
LOCATIONS
2"x2" GALVANIZED PERFORATED
SIGN POST, PER SIGN POST AND
BASE DETAIL, CENTERED ON
ACCESSIBLE STALL
CAP TOP OF POST
3 8"x312" CADMIUM
PLATE HEX HEAD BOLT
WITH FLAT LOCK
WASHER AND NUT
6"
18
"
12"
5'
-
0
"
2' MIN
FROM BACK OF CURB
WHERE APPLIES
8 Accessible Parking Sign
Scale: NTS
NOTE:
1.REFER TO LAYOUT PLANS FOR ACTUAL RAMP
DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE
SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS.
CURB RAMP & PROVIDE
DETECTABLE WARNING SURFACE
CONCRETE SIDEWALK
ASPHALT PAVEMENT
PER PLANS
CONCRETE CURB &
GUTTER PER PLANS
COMPACTED
SUBGRADE
6'
6'
6'
LANDSCAPE
AREA FINISHED SURFACE
PER PLANS
10 ADA Pedestrian Ramp
Scale: NTS
SURFACE
PAVING
BREAK AWAY
CHANNEL POST
NOTE:
1.SIGN POST TO BE SET BACK 2' MIN. FROM BACK BACK OF STRIP.
3500 PSI. P.C.
CONCRETE
4'
-
6
"
7'
M
I
N
.
3'
-
6
"
2"
18"
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S
"MANUAL OF UNIFORM TRAFFIC DEVICES", LOCAL CODES AND AS
SPECIFIED.
SIGNAGE OTHER THAN ACCESSIBLE
(PED XING, STOP, ETC.)
2" x 2" x 188" STEEL TUBE - PROVIDE WELDED WATERTIGHT CAP.
NOTE:
FOR SIGNS PLACED IN SIDEWALK , USE BREAK-AWAY CHANNEL
POSTS. CONTRACTOR TO SET LOWER PORTION OF POST DURING
CONSTRUCTION; SITE CONTRACTOR TO INSTALL SIGN (SEE
DETAIL).
USE 12" Ø PIPE BOLLARD FILLED WITH CONCRETE
AND PAINTED WITH 2 COATS OF TRAFFIC YELLOW
ONLY THEN SIGN IS IN PAVED AREA OR SIDEWALK
5/16" Ø STANDARD GALVANIZED OR ZINC PLATED
SQUARE OR HEX BOLT WITH NUT (TYP. x 2).
9 Sign Post Installation In Bollards
Scale: NTS
NOTE:
1.REFER TO LAYOUT PLANS FOR ACTUAL RAMP
DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE
SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS.
MAX
S
L
O
P
E
1
2
:
1
FLUSH
SEE PLANS
CONCRETE CURB &
GUTTER PER PLANS
ASPHALT PAVEMENT
PER PLANS
CONCRETE SIDEWALK
6-IN CURB
FINISHED SURFACE
PER PLANS
FINISHED SURFACE
PER PLANS
7 ADA Pedestrian Ramp
Scale: NTS
6"
4"
1'
-
1
0
"
2"
2'
6"
12"
NOTES:
1.SCORE JOINTS AT 10' 0.C.
2.EXPANSION JOINTS AT 40' 0.C.
3.PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB & RADII.
4.EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3/8" THICKNESS.
5.SCORE JOINTS SHALL BE MINIMUM 1/8" WIDE, 1-1/2" DEEP, AND ROUNDED CORNERS.
R
1
/
2
"
COMPACTED
SUBGRADE
FINISH GRADE
AGGREGATE BASE
AS SPECIFIED
ASPHALT PAVING
CONCRETE CURB
3 Vertical Curb
Scale: NTS
SECTION VIEW
SIGN, TYPICAL
NOTE:
CONCRETE FOOTING
214" x 214" x 36" LONG ANCHOR POST, NON-PERFORATED (12
GAUGE MIN. WALL THICKNESS)
FINISH GRADE
212" x 212" x 18" LONG ANCHOR POST, NON-PERFORATED (12
GAUGE MIN. WALL THICKNESS)
SLOPE TOP OF CONCRETE TO ENSURE POSITIVE
DRAINAGE AWAY FROM SIGN POST
2'
-
0
"
M
I
N
.
5'
-
0
"
T
O
B
O
T
T
O
M
OF
S
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N
1'
-
6
"
M
I
N
.
1'
-
0
"
M
I
N
.
2"
NOTES:
12"
WRAP ANCHOR SLEEVE AND ANCHOR POST
WITH (1) LAYER OF DUCT TAPE
1. SIGN POSTS IN LANDSCAPE AREAS TO BE SET 1' FROM FACE OF CURB.
3 8" x 3 12" CADMIUM PLATED HEX
HEAD " x 3 BOLT WITH FLAT LOCK
WASHER AND NUT
2" x 2" x 10' (MINIMUM) SQUARE
GALVANIZED PERFORATED SIGN POST (12
GAUGE MIN. WALL THICKNESS)
1. TOP OF POST TO BE CUT 1/2"
BELOW TOP OF SIGN.
11 Sign Post And Footing
Scale: NTS
8''W8''W8''W8''W8''W8''W8''W
VA
N
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L
D
YI
E
L
D
8'
6'
4'
3.
5
'
8" WIDE WHITE STOP BAR
SIGN PER DETAIL 8 & 9/C1.50
DIRECTIONAL ALLOW PER
MUTCD STANDARDS
4'
4.
5
2
'
38
.
5
'
20
.
5
'
3'
12
'
37
.
2
6
'
6" WIDE WHITE STRIPING
ST
O
P
ST
O
P
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
SALES/DISPLAYS
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
6" WIDE WHITE STRIPING
8" WIDE WHITE STOP BAR
6" WIDE WHITE
STOP BAR
4'
-
6
"
4'
8'
6'
8'
8'8'
8'
8'
6'
8'
8'
8'
8'
5'
3.
5
'
4'
26
'
6'
3'
12
'
SIGN PER DETAIL 8 & 9/C1.50
8'
YI
E
L
D
YI
E
L
D
VA
N
SALES/DISPLAYS
LOADING ZONE
9'
5'
4'
4'
4.
5
2
'
3.
5
'
26
'
6'
3'
29
'
6" WIDE WHITE STRIPING
CONSTRUCTION
NOT FOR
Fi
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1
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:
1
1
P
M
C1.51
Site Details
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
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8
3
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1
8
8
0
2'
6"1'-6"
1" BATTER
1'
-
1
/
2
"
6"
4"
5-
3
/
4
"
6-
1
/
2
"
6"
R3-1/2" ± 1/2"
R1"
R1/2"
BASE COURSE COMPACTED SUBGRADE
ASPHALT PAVING
R1/2"
STRUCTURAL SUBBASE
1 Site Reverse Curb & Gutter
Scale: NTS
2'
6"1'-6"1" BATTER
1'
-
1
/
2
"
6"
4
"
5-
3
/
4
"
5"
6"
1
1
/
2
"
R3-1/2" ± 1/2"
R1"
R1/2"
R1/2"
BASE COURSE COMPACTED SUBGRADE
ASPHALT PAVING
STRUCTURAL SUBASE
2 Site Catch Curb & Gutter
Scale: NTS 3 ADA Parking Crossing Area Garden Center
Scale: NTS
4 ADA Parking Crossing Area Front Entrance
Scale: NTS 5 ADA Parking Crossing Area Lumber Yard
Scale: NTS
VA
N
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
G
G
G
G
G
G
G
G
G
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
2.5
'
9'
2.5
'
9'2.5
'
9'
2.5
'
9'
2.5
'
9'
2.5
'
9'
2.5
'
2.5
'
9'
2.5
'
9'
2.5
'
9'
CONSTRUCTION
NOT FOR
Fi
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L
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c
a
t
i
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n
:
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2
0
2
5
\
1
2
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2
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0
2
6
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1
2
:
1
0
P
M
C1.52
Site Details
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
u
r
g
,
I
d
a
h
o
8
3
4
4
0
NE
Q
N
2
n
d
E
&
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1
5
t
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N
Re
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b
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p
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#
1
8
8
0
1 Pro- Parking Area and Truck Rental Area
Scale: NTS
9'
9'
9'
20'20'
FAMILY TRUST
UTA
APN:RPS6N40E084202
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EG EG
EGEGEGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
UGP
R
/
W
R/
W
EMTR
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
CULTIVATED WHEAT FIELD
GR
A
V
E
L
R
O
A
D
AS
P
H
A
L
T
SD
SD
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
NVA
N
VA
NVA
N
VA
NVA
N
VA
NVA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
18+0
0
19+00 20+00 21+00
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
TRUCK
DOCK
SEASONAL
(10,299 SF)
SAN
SAN
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
GMTR
GIRR
GIRR
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
SAN
SAN
FAMILY TRUST
UTA
APN:RPS6N40E084202
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EG EG
EGEGEGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
UGP
R
/
W
R/
W
EMTR
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
CULTIVATED WHEAT FIELD
GR
A
V
E
L
R
O
A
D
AS
P
H
A
L
T
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/W 1
2.89 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB
G
B
GB
GB
GB
GB
GB
G
B
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
FF: 4882.00
4
8
7
9
48
8
0
4880
4
8
7
9
48
7
9
4895
4890
4885
48
8
1
4883 4882 4881
4883
4882 4881
48
7
9
487
9
TA: 78.86
TA: 78.48
TA: 78.11
TA: 78.56
TC/TA: 79.45
TC/TA: 79.32
RIM: 77.03
TA: 77.65
TA: 78.00
TA: 78.18
TA: 78.73
TA: 78.65
TA: 78.66
TA: 77.75
TA: 77.76 TA: 80.22
RIM: 79.14 TA: 79.86
RIM: 78.43 TA: 79.49 RIM: 78.48
TA: 78.99
TA: 79.85
TA: 80.14
TA: 80.27
TA: 81.11
TA: 81.24
TA: 81.04
RIM: 80.40
TC/TA: 81.76
TC/TA: 82.00
TC/TA: 81.76
TC: 82.00
TC/TA: 81.78
TC/TA: 81.78
TA: 78.33
TA: 78.02
TA: 80.54
TA: 80.57
TA: 80.60
TA: 80.55
TA: 79.44
TA: 80.55 TA: 80.53 TA: 80.55 TA: 80.37
TA: 80.21
TA: 80.14
TA: 80.42
TA: 80.13
TA: 79.26
TA: 79.83
TA: 80.71
TA: 79.15
GB
TA: 81.33
TA: 82.00
RIM: 81.17 TA: 81.01 RIM: 81.06 TA: 81.14
TA: 82.00
TC/TA: 79.69 TC/TA: 80.88
4
8
7
9
48
8
0
48
8
1
48
8
1
488
0
4
8
8
1
48
8
0
1.5%
TC: 82.00
TC: 82.00TC/TA: 79.68
1.6%
1.2%1.2%1.2%1.2%1.2%
TA: 80.40
1.6%
2.
3
%
1.
7
%
2.
5
%
1.
8
%
1.6%
2.2%
1.7%
2.
1
%
2.
1
%
1.
8
%
1.
4
%
1.2%
2.2%
2.8%
2.1%
1.9%
1.
1
%
1.
9
%
1.
7
%
TA: 79.73
TA: 79.85
TA: 79.64
TA: 79.82
TA: 79.61
TA: 79.75 TA: 79.93
TA: 79.76
TA: 80.01
TA: 80.08
TA: 79.90
TA: 79.67
TA: 79.49
TA: 79.64
TA: 79.79
TA: 79.47
TA: 79.83
TA: 79.91 TA: 79.61
TA: 79.83
TA: 80.26
TA: 80.29 TA: 79.94
TA: 80.54
TA: 80.05
TA: 80.18
TA: 80.58
TA: 79.56
TA: 79.03
TA: 79.15
TA: 79.58
2.
2
%
1.
0
%
1.
0
%
1.
0
%
1.
6
%
2.
4
%
1.
0
%
1.
5
%
TA: 79.79
TA: 79.38
TA: 79.10
TA: 79.09
TA: 78.87
TA: 78.96
TA: 79.17 TA: 79.21
TA: 79.45 TA: 80.00
TA: 80.50
TA: 80.31
TA: 80.72
TA: 81.24
TA: 81.42
TA: 80.89
TA: 81.14
TA: 81.42
TA: 81.00
TA: 81.18
TA: 80.86
TA: 81.10
TA: 81.03 TA: 81.05
TA: 81.00 TA: 81.02
TA: 81.19
TA: 80.83
TA: 81.04 TA: 81.13
TA: 81.05
TA: 81.27
TA: 81.22
TA: 81.05
TA: 81.00
TA: 80.65 TA: 80.38
TA: 80.25
TA: 79.77
TA: 80.07
TA: 80.00
TA: 80.23
TA: 80.35
TA: 80.55
TA: 80.65
TA: 80.55
TA: 80.59
TA: 80.71
TA: 80.75
TA: 80.31
TA: 79.99
TA: 80.52
TA: 80.78 TA: 80.76
TA: 81.00
TA: 80.89
TA: 80.35
TA: 80.44
FG: 73.50
FG: 73.50
RIM: 78.00
TETON ISLAND CANAL
N
2
n
d
E
A
S
T
TC/TA: 79.68
TC/TA: 79.68
TC/TA: 79.59
TC/TA: 79.59
TC/TA: 80.33
TC/TA: 79.68
TC/TA: 79.59
TC/TA: 79.68
TC/TA: 79.59
TC/TA: 79.72 TC/TA: 79.91
TC: 82.00
TC/TA: 81.86 TC/TA: 81.86
TA: 77.92
TA: 80.36
TA: 81.17
TA: 80.70
4
8
7
8
4
8
7
9
4
8
8
0
4880
4879
4880
487
9
487
9
4880
4880
487
9
487
8
488
1
TA: 80.14
TA/TC: 81.76
TC/TA: 81.91TC/TA: 81.91 TC/TA: 81.91TC/TA: 81.91 TC/TA: 81.91 TC/TA: 81.91
TC/TA: 81.91
TC/TA: 81.91
TC/TA: 81.38
TC/TA: 81.38
TC/TA: 81.78TC/TA: 81.78
TC: 82.00TC: 82.00
TC/TA: 80.10
TC/TA: 80.03
TC/TA: 80.17
TC/TA: 80.08
TC/TA: 79.97
TC/TA: 79.78
4880
SEE SHEET C5.30 FOR
ACCESS ROADWAY PLANS
SEE SHEETS C5.00, C5.10, & C5.20 FOR
TETON RIVER TEMPLE ROADWAY PLANS
SEE SHEET C5.30 FOR
ACCESS ROADWAY PLANS
4881
6.0%2.0%
Horizontal Scale:
0 40'80'
1" = 40'
Grading Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
u
r
g
,
I
d
a
h
o
8
3
4
4
0
NE
Q
N
2
n
d
E
&
E
1
5
t
h
N
Re
x
b
u
r
g
,
I
d
a
h
o
Ho
m
e
D
e
p
o
t
-
S
t
o
r
e
#
1
8
8
0
Sheet Notes:
1.EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.
2.SPOT ELEVATIONS INDICATE TOP OF ASPHALT UNLESS NOTED OTHERWISE AS
FOLLOWS:
EG =EDGE OF GRAVEL
EP =EDGE OF PAVEMENT
FF =FINISH FLOOR
FG =FINISH GRADE OF GROUND SURFACE
FL =FLOW LINE
GB = GRADE BREAK
LIP =LIP OF CURB
LP =LOW POINT
MX = MATCH EXISTING ELEVATION
RIM =RIM OF STRUCTURE
TA =TOP OF ASPHALT
TBC =TOP BACK OF CURB
TC =TOP OF CONCRETE
TW =TOP OF WALL
3.ADD 4800 TO ELEVATIONS SHOWN TO GET ACTUAL ELEVATIONS.
4.SLOPES SHALL NOT EXCEED 2% IN ANY DIRECTION ADJACENT TO THE BUILDING.
5.ASPHALT REPAIR ASSOCIATED WITH PROPOSED WET AND DRY UTILITY
TRENCHING AND INSTALLATION WITHIN EXISTING ASPHALT AREAS SHALL
MATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE
PATTERNS.
6.LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%.
HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NO TOLERANCES
ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE
IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING
SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION.
7.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL
BE SMOOTH AND CONTINUOUS.
8.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND
SLEEVES WITH RESPECTIVE CONTRACTORS.
9.ENSURE POSITIVE DRAINAGE TO INLETS.
10.GRADING SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION WITHIN ADA
PARKING AREA.
Fi
l
e
L
o
c
a
t
i
o
n
:
g:
\
2
0
2
5
\
1
2
5
0
9
2
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c
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\
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c
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2
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9
2
c
d
c
2
.
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g
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a
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.
d
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:
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s
s
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e
p
w
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r
t
h
Da
t
e
P
l
o
t
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d
:
Fr
i
d
a
y
,
J
a
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u
a
r
y
2
3
2
0
2
6
a
t
1
2
:
1
3
P
M
C2.00
Grading Plan
12''SD12''SD
6'
'
S
D
6'
'
S
D
15''SD15''SD18''SD18''SD18''SD18''SD SD
SD
18''SD 15''SD 15''SD 15''SD 15''SD
12
'
'
S
D
12
'
'
S
D
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
NVA
N
VA
NVA
N
VA
NVA
N
VA
NVA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
18+0
0
19+00 20+00
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
TRUCK
DOCK
SEASONAL
(10,299 SF)
SAN
SAN
18''SD
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
GMTR
GIRR
GIRR
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
SAN
SAN
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EG EG
EGEGEGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
UGP
R
/
W
R/
W
EMTR
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
SDMH RIM:4880.72'
12"PVC IE-WST/STH:4877.02'
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/W 1
2.89 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
4
8
7
9
48
8
0
4880
4
8
7
9
48
7
9
4895
4890
4885
48
8
1
4883 4882 4881
4883
4882 4881
48
7
9
487
9
48
8
0
48
8
1
488
0
4
8
8
1
48
8
0
48-IN MH WITH FLAT LID PER ISPWC SD-611
RIM: 4881.55±
SUMP: 4873.02
IE IN: 4875.02, 18-IN PVC (E)
IE IN: 4875.02, 10-IN PVC (S)
IE OUT: 4875.02, 18-IN PVC (W)
48-IN MH WITH FLAT LID PER ISPWC SD-611
RIM: 4881.63±
SUMP: 4873.25
IE IN: 4875.40, 15-IN PVC (E)
IE IN: 4875.55, 12-IN PVC (N)
IE OUT: 4875.25, 18-IN PVC (W)
48-IN MH WITH FLAT LID PER ISPWC SD-611
RIM: 4881.55±
SUMP: 4874.22
IE IN: 4876.37, 12-IN PVC (E)
IE IN: 4876.37, 12-IN PVC (N)
IE OUT: 4876.22, 15-IN PVC (W)
48-IN MH WITH FLAT LID PER ISPWC SD-611
RIM: 4881.44±
SUMP: 4875.20
IE IN: 4877.20, 12-IN PVC (E)
IE OUT: 4877.20, 12-IN PVC (N)
48-IN MH WITH FLAT LID PER ISPWC SD-611
RIM: 4881.32±
SUMP: 4874.60
IE IN: 4876.60, 12-IN PVC (S)
IE OUT: 4876.60, 12-IN PVC (W)
48-IN MH WITH FLAT LID PER ISPWC SD-611
RIM: 4880.34±
SUMP: 4873.51
IE IN: 4874.84, 18-IN PVC (E)
IE IN: 4874.51, 10-IN PVC (S)
IE OUT: 4874.84, 18-IN PVC (W)
INLET PER ISPWC SD-601
RIM: 4880.97±
SUMP: 4875.13
IE OUT: 4876.13, 12-IN PVC (S)
INLET PER ISPWC SD-601
RIM: 4880.91±
SUMP: 4875.66
IE OUT: 4876.66, 12-IN PVC (S)
INLET PER ISPWC SD-601
RIM: 4880.36±
SUMP: 4876.42
IE OUT: 4877.42, 12-IN PVC (W)
1500 GAL. S&G TRAP
RIM: 4878.70±
SUMP: 4870.60
IE IN: 4874.52, 18-IN PVC (E)
IE OUT: 4874.18, 18-IN PVC (S)
IE OUT: 4874.52, 18-IN PVC (S)
48-IN MH WITH FLAT LID PER ISPWC SD-611
INSTALL GRATED LID
RIM: 4878.62±
SUMP: 4872.94
IE IN: 4875.09, 15-IN PVC (E)
IE IN: 4875.54, 6-IN PVC (N)
IE OUT: 4874.94, 18-IN PVC (W)
48-IN MH WITH FLAT LID PER ISPWC SD-611
INSTALL GRATED LID
RIM: 4878.43±
SUMP: 4873.58
IE IN: 4875.73, 12-IN PVC (E)
IE IN: 4876.03, 6-IN PVC (N)
IE OUT: 4875.58, 15-IN PVC (W)
INLET PER ISPWC SD-601
RIM: 4878.43±
SUMP: 4875.17
IE OUT: 4876.17, 12-IN PVC (W)
1500 GAL. S&G TRAP
INSTALL SOLID LIDS
RIM: 4877.18±
IE IN: 4873.62, 21-IN PVC (E)
IE IN: 4874.42, 12-IN PVC (W)
IE IN: 4873.97, 21-IN PVC (E)
IE OUT: 4873.62, 21-IN PVC (W)
44-LF OF 12-IN PVC AT 0.50%
120-LF OF 12-IN PVC AT 0.50%
46-LF OF 12-IN
PVC AT 0.50%
71-LF OF 18-IN PVC AT 0.25%
128-LF OF 18-IN
PVC AT 0.25%21-IN PVC
IE: 4873.50
164-LF OF 15-IN PVC AT 0.25%
29-LF OF 12-IN PVC AT 1.00%
90-LF OF 18-IN PVC AT 0.25%
29-LF OF 12-IN
PVC AT 2.00%
12-LF OF 10-IN
PVC AT 0.50%
173-LF OF 12-IN PVC AT 0.25%192-LF OF 15-IN PVC AT 0.25%326-LF OF 18-IN PVC AT 0.25%
21-IN PVC
IE: 4873.50
TETON ISLAND CANAL
N
2
n
d
E
A
S
T
24-LF OF 21-IN PVC AT 2.25%
24-LF OF 21-IN PVC AT 0.50%
1
2
2
6-LF OF 12-IN PVC AT 1.00%
INLET PER ISPWC SD-601
RIM: 4876.98±
SUMP: 4873.48
IE OUT: 4874.48, 12-IN PVC (E)
3 3 3 3 3 3 3 3 3
3
3
3
3
4-LF OF 21-IN PVC AT 0.00%
4-LF OF 21-IN PVC AT 0.00%
1500 GAL. S&G TRAP
INSTALL SOLID LIDS
RIM: 4877.31±
IE IN: 4874.12, 18-IN PVC (E)
IE OUT: 4873.62, 21-IN PVC (W)
IE OUT: 4873.97, 21-IN PVC (W)
FF: 4882.00
29-LF OF 12-IN
PVC AT 2.00%
INLET PER ISPWC SD-601
RIM: 4880.96±
SUMP: 4875.54
IE OUT: 4876.54, 12-IN PVC (S)
164-LF OF 15-IN PVC AT 0.25%
1500 GAL. S&G TRAP
RIM: 4878.69±
SUMP: 4870.45
IE IN: 4874.83, 12-IN PVC (S)
IE IN: 4874.18, 18-IN PVC (N)
IE IN: 4874.52, 18-IN PVC (N)
IE OUT: 4874.03, 21-IN PVC (W)
3-LF OF 18-IN PVC AT 0.00%
3-LF OF 18-IN PVC AT 0.00%
105-LF OF 12-IN
PVC AT 0.50%
48-IN MH WITH FLAT LID PER ISPWC SD-611
RIM: 4878.43±
SUMP: 4873.35
IE IN: 4875.35, 12-IN PVC (W)
IE OUT: 4875.35, 12-IN PVC (N)
12-LF OF 12-IN PVC AT 0.50%
INLET PER ISPWC SD-601
RIM: 4878.06±
SUMP: 4874.41
IE OUT: 4875.41, 12-IN PVC (E)
147-LF OF 6-IN
PVC AT 0.87%
4-IN CO PER ISPWC SD-506A
RIM: 4881.67±
IE IN: 4876.90, 4-IN PVC (W)
IE IN: 4876.90, 4-IN PVC (E)
IE IN: 4876.90, 4-IN PVC (N)
IE OUT: 4876.82, 6-IN PVC (S)
53-LF OF 4-IN PVC AT 0.91%
7-LF OF 4-IN
PVC AT 21.35%
59-LF OF 4-IN
PVC AT 0.81%
4-IN CO PER ISPWC SD-506A
RIM: 4881.69±
IE IN: 4878.38, 4-IN PVC (N)
IE OUT: 4877.38, 4-IN PVC (E)
7-LF OF 4-IN PVC AT 1.55%
4-IN CO PER ISPWC SD-506A
RIM: 4881.70±
IE IN: 4877.38, 4-IN PVC (N)
IE OUT: 4877.38, 4-IN PVC (W)
7-LF OF 4-IN PVC AT 14.94%
123-LF OF 6-IN
PVC AT 1.51%
4-IN CO PER ISPWC SD-506A
RIM: 4881.25±
IE IN: 4877.96, 4-IN PVC (W)
IE IN: 4877.96, 4-IN PVC (E)
IE OUT: 4877.88, 6-IN PVC (S)
24-LF OF 4-IN PVC AT 2.04%
3-LF OF 4-IN PVC AT 1.69%
4-IN CO PER ISPWC SD-506A
RIM: 4881.28±
IE IN: 4878.45, 4-IN PVC (N)
IE OUT: 4878.45, 4-IN PVC (E)
52-LF OF 4-IN
PVC AT 0.94%
4-IN CO PER ISPWC SD-506A
RIM: 4881.30±
IE IN: 4878.45, 4-IN PVC (N)
IE OUT: 4878.45, 4-IN PVC (W)
3-LF OF 4-IN PVC AT 1.77%
3
4-IN PVC
IE: 4878.50
4-IN PVC
IE: 4878.50
4-IN PVC
IE: 4878.50
4-IN PVC
IE: 4878.50
4-IN PVC
IE: 4878.50
10-IN PVC
IE: 4875.08
60-LF OF 10-IN
PVC AT 2.05%
10-IN PVC
IE: 4875.75
3
Sheet Notes:
Keynotes:
1.INSTALL INFILTRATION SWALE PER DETAIL XXXX. DIMENSIONS AND ELEVATIONS
PER PLAN.
1.1.SWALE BOTTOM
FINISHED GRADE ELEVATION = 4875.50
1.2.HIGH WATER ELEVATION
ELEVATION = 4875.50
2.INSTALL RIP RAP OUTLET PROTECTION PER DETAIL XXXX.
3.CONNECT TO BUILDING ROOF DRAIN. BRING PIPE TO 5-FT OF THE BUILDING EXCEPT
AS NOTED OTHERWISE. FINAL CONNECTIONS ARE BY THE BUILDING CONTRACTOR.
SEE MECHANICAL PLANS FOR MORE INFORMATION.
4.INSTALL 1500-GALLON SAND AND GREASE TRAP.
5.PERIMETER FOOTING DRAIN CONNECTION. COORDINATE WITH STRUCTURAL PLANS
AND DETAILS.
CALLOUT NUMBERS COORDINATED
TO NUMBERED NOTES BELOW.#
1.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 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE
APPROPRIATE UTILITY COMPANIES OR BLUE STAKE FOR EXACT LOCATIONS A
MINIMUM OF 48-HOURS PRIOR TO DIGGING.
2.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE 2017 EDITION OF
THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA).
3.ALL STORM DRAINAGE FACILITIES SHALL BE INSPECTED BY THE DESIGN ENGINEER.
CONTACT THE LAND GROUP AT (208) 939-4041. 48-HOURS ADVANCE NOTICE IS
REQUIRED. SEEPAGE BEDS THAT ARE BACKFILLED PRIOR TO INSPECTION WILL
HAVE TO BE EXCAVATED AGAIN AT COST TO THE CONTRACTOR.
4.ALL STORM DRAIN PIPE SHALL BE ASTM D 3034 SDR 35 PVC OR AASHTO M294
TYPE S HDPE, AS NOTED ON PLAN.
5.ENSURE POSITIVE DRAINAGE TO ALL DRAINAGE STRUCTURES WITH GRATED LIDS.
6.CONTRACTOR SHALL VERIFY ALL CONNECTION POINTS IN THE FIELD PRIOR TO
INSTALLATION. CONTACT THE DESIGN ENGINEER WITH ANY DISCREPANCIES.
7.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FOR
REFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTHS.
Horizontal Scale:
0 40'80'
1" = 40'
Drainage Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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C4.00
Overall Uility Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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Horizontal Scale:
0 80'160'
1" = 80'
Overall Uility Plan
Sheet Notes:
1.REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT
ITEMS. CONTRACTOR SHALL VERIFY LISTED DIMENSIONS PRIOR TO
CONSTRUCTION.
2.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUITS AND
SLEEVES WITH RESPECTIVE CONTRACTORS.
3.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT,
EDGE OF FOUNDATION, EDGE OF WALLS, SAW CUT, OR CENTER OF POST.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN
THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE
ENGINEER FOR A DECISION PRIOR TO COMMENCING WITH THE WORK.
5.WHENEVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL
HAVE AN EXPANSION JOINT.
6.PROVIDE SCORE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART
OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS
SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT
CONFORM TO THE DESIGN.
7.ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW
AND APPROVAL. THE CONTRACTOR SHALL LAY OUT THE AREA OR FORM WORK
FOR REVIEW BY ENGINEER. AFTER REVIEW AND NECESSARY MODIFICATIONS AS
DIRECTED, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF
APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL
OF ANY UNAUTHORIZED FIELD ADJUSTMENTS.
8.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL
BE SMOOTH AND CONTINUOUS.
9.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS SHALL BE MADE BY THE
BUILDING CONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO WITHIN 5-FT
OF BUILDING (EXCEPT AS SPECIFICALLY NOTED OTHERWISE).
SEE SHEETS C5.10 & C5.20
FOR SEWER PLAN & PROFILE
WITHIN ROADWAY
SEE SHEET C4.50 FOR
OFFSITE SEWER PLAN
AND PROFILE
N 2nd East
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SEE SHEET C4.51 FOR
SEWER PLAN & PROFILE
TO THE HOME DEPOT SITE
SEE SHEET C4.01 FOR
ONSITE UTILITIES PLAN
AND SHEET C4.52 FOR
SITE SEWER PLAN &
PROFILE CONNECTIONS
FAMILY TRUST
UTA
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GARDEN CENTER
(28,157 SF)
THE HOME DEPOT
BUILDING: 106,651 SF
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APN:RPS6N40E084202
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E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
UGP
R
/
W
R/
W
EMTR
E
E
D
CULTIVATED WHEAT FIELD
GR
A
V
E
L
R
O
A
D
AS
P
H
A
L
T
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W
R/W 1
2.89 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
TETON ISLAND CANAL
N
2
n
d
E
A
S
T
4-IN CO PER ISPWC SD-506A
RIM: 4881.93±
IE OUT: 4878.00, 4-IN PVC (S)
4-IN CO PER ISPWC SD-506A
RIM: 4881.93±
IE OUT: 4878.00, 4-IN PVC (S)
4-IN CO PER ISPWC SD-506A
RIM: 4881.87±
IE OUT: 4878.00, 4-IN PVC (S)
4-IN CO PER ISPWC SD-506A
RIM: 4881.84±
IE OUT: 4878.00, 4-IN PVC (E)
4-IN CO PER ISPWC SD-506A
RIM: 4881.77±
IE OUT: 4878.00, 4-IN PVC (E)
4-IN CO PER ISPWC SD-506A
RIM: 4881.67±
IE IN: 4877.71, 4-IN PVC (W)
IE OUT: 4877.63, 6-IN PVC (S)
SS MH 04B
48-IN MH PER ISPWC SD-501
RIM: 4881.04±
IE IN: 4870.72, 8-IN PVC (E)
IE IN: 4871.05, 4-IN PVC (N)
IE OUT: 4870.62, 8-IN PVC (S)
SS MH 04C
48-IN MH PER ISPWC SD-501
RIM: 4880.47±
IE IN: 4873.48, 6-IN PVC (N)
IE OUT: 4873.32, 8-IN PVC (W)
SS MH 04A
48-IN MH PER ISPWC SD-501
RIM: 4880.11±
IE IN: 4869.39, 8-IN PVC (N)
IE IN: 4869.39, 8-IN PVC (W)
IE IN: 4869.39, 8-IN PVC (E)
IE OUT: 4869.29, 8-IN PVC (S)
SS MH 07
48-IN MH PER ISPWC SD-501
309-LF OF 8-IN PVC AT 0.40%
127-LF OF
8
-
I
N
P
V
C
A
T
0
.
4
0
%
434-LF OF 8-IN PVC AT 0.60%
52-LF OF 4-IN PVC AT 8.56%
64-LF OF 4-IN
PVC AT 8.33%
64-LF OF 4-IN PVC AT 7.38%
180-LF OF 6-IN PVC AT 2.31%
10-LF OF 4-IN PVC AT 3.08%
5-LF OF 4-IN PVC AT 8.31%
8-IN PVC
IE: 4870.14
642-LF 8-IN CLASS 50 DI
33-LF 8-IN C900
30-LF 8-IN CLASS 50 DI
19-LF 8-IN CLASS 50 DI
297-LF 8-IN CLASS 50 DI
15-LF 6-IN CLASS 50 DI
186-LF 10-IN CLASS 50 DI
44-LF 10-IN CLASS 50 DI
18-LF 8-IN CLASS 50 DI
159-LF 8-IN CLASS 50 DI
60-LF OF 8-IN PVC AT 0.40%
1.1
2
3
4
6
4
7
9 90°990°
10
8
888
8
8
4
4
12-LF 6-IN CLASS 50 DI
10
945°
945°11
52-LF 2-IN PE
53-LF 2.5-IN PE
38-LF 2-IN PE
38-LF 2.5-IN PE
12.1
12.2
13
14
11
1
1
1.1
1.2
1.3
1.4
1.4
1.4
1.4
1.4 1.4 1.4
1.4
1.4
1.41.4
1.41.4
2.3
4
4
1
1.4
1.4
299-LF 8-IN CLASS 50 DI
1.4
1.4
1.41.41.41.4
1.4
1.4
1.4
42-LF 8-IN CLASS 50 DI
340-LF 12-IN C900
183-LF 8-IN CLASS 50 DI
445-LF 8-IN CLASS 50 DI
21
4
8-IN PVC
IE: 4869.52
31-LF OF 8-IN PVC AT 0.40%
2
16
93-LF 12-IN
C
L
A
S
S
5
0
D
I
388-LF 12-IN CLASS 50 DI
2
20
922.5°
16
52-LF 8-IN CLASS 50 DI
32-LF 12-IN CLASS 50 DI
9 11.25°
16
34-LF 8-IN CLASS 50 DI
2 8-IN PVC
IE: 4869.57
44-LF OF 8-IN PVC AT 0.40%
29-LF OF 4-IN PVC AT 8.58%
Water Keynotes:
Sheet Notes:
1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THE PROJECT
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
2.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 AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY
COMPANIES OR DIGLINE (1-800-342-1585) FOR EXACT LOCATIONS A MINIMUM OF 2
BUSINESS DAYS PRIOR TO DIGGING.
3.CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.01.
4.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FOR
REFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.
5.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE CURRENT EDITION
OF THE ISPWC AND THE CITY OF REXBURG ENGINEERING STANDARDS.
6.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDING CONTRACTOR.
SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING (EXCEPT AS SPECIFICALLY
NOTED OTHERWISE).
1.HOME DEPOT WATER SYSTEM POINT OF CONNECTION.
1.1.INSTALL 12-IN TEE, (2) 12-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
2.INSTALL 8-IN x 12-IN TEE, (1) 8-IN GATE VALVE, (1) 12-IN X 10-IN REDUCER, (1) 10-IN
GATE VALVE, AND THRUST BLOCK.
3.INSTALL 6-IN X 10-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
4.INSTALL FIRE HYDRANT PER ISPWC SD-404.
5.INSTALL 12-IN WATER FITTING AND THRUST BLOCK PER ISPWC SD-403, ANGLE PER
PLAN.
6.INSTALL 10-IN TEE, (1) 10-IN GATE VALVE, (1) 10-IN x 8-IN REDUCER, (1) 8-IN GATE
VALVE, AND THRUST BLOCK PER ISPWC SD-403.
7.INSTALL 6-IN X 8-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
8.MAINTAIN POTABLE/NON POTABLE SEPARATION IN ACCORDANCE WITH THE ISPWC
SD-407.
9.INSTALL 8-IN WATER FITTING AND THRUST BLOCK PER ISPWC SD-403, ANGLE PER
PLAN.
10.INSTALL 6-IN x 8-IN TEE, (1) 8-IN GATE VALVE, (1) 6-IN GATE VALVE, AND THRUST
BLOCK PER ISPWC SD-403.
11.INSTALL 8-IN TEE, (2) 8-IN GATE VALVES, AND THRUST BLOCK PER ISPWC SD-403.
12.INSTALL WATER METER:
12.1.2-IN WATER SERVICE CONNECTION AND METER PER ISPWC SD-402 (CITY OF
REXBURG MODIFIED).
12.2.2.5-IN WATER SERVICE CONNECTION AND 2-IN METER PER ISPWC SD-402 (CITY
OF REXBURG MODIFIED).
13.SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDING.
14.PROVIDE FIRE WATER LINE INTO BUILDING AND STUB 1-FT ABOVE FINISHED FLOOR
ELEVATION. INSTALL A WATTS TR TRANSITION RISER OR APPROVED EQUAL. REFER TO
SHEET FP4.0 DETAIL 4.
15.INSTALL 8-IN TEE, (1) 8-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403.
16.CAP AND MARK END FOR FUTURE CONTINUATION. PAINT MARKER BLUE.
17.REMOVE EXISTING FITTINGS, VALVE, AND HYDRANT. CONNECT NEW PIPE. INSTALL
12-IN TEE, ((1) 12-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403.
18.INSTALL 6-IN x 12-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
19.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN GATE VALVE.
20.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES.
21.INSTALL 8-IN CROSS, (2) 8-IN GATE VALVES.
22.INSTALL BLOW-OFF ASSEMBLY PER ISPWC SD-405.
Sewer Keynotes:
1.INSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO
BUILDING.
2.CAP AND MARK END PER ISPWC SD-512.
NOTE: NOT ALL KEYNOTES
APPEAR ON THIS SHEET
Dry Utility Keynotes:
1.ELECTRICAL SYSTEM. COORDINATE ALL WORK WITH ELECTRICAL PLANS AND ROCKY
MOUNTAIN POWER COMPANY.
1.1.POINT OF CONNECTION.
1.2.BUILDING TRANSFORMER
1.3.BUILDING GENERATOR
1.4.LIGHT POLE
2.NATURAL GAS SYSTEM. COORDINATE INSTALLATION WITH MECHANICAL PLANS AND
GAS COMPANY.
2.1.NATURAL GAS POINT OF CONNECTION.
2.2.3-IN SERVICE LINE.
2.3.GAS METER.
3.PROPOSED UGP/DATA SERVICE CONNECTION. COORDINATE WITH ELECTRICAL PLANS
AND ALL PROVIDERS FOR MATERIALS AND ROUTE.
4.TELECOMMUNICATIONS/FIBER OPTIC SERVICE CONNECTION. INSTALL (2) 4-IN
CONDUITS. COORDINATE WITH SILVER STAR FOR SERVICE CONNECTION.
NOTE: NOT ALL KEYNOTES
APPEAR ON THIS SHEET
#
#
#
Horizontal Scale:
0 40'80'
1" = 40'
Site Utilities Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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P
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P
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P
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P
W W
W
R
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NOT A PART
D
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12''SD12''SD
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15''SD15''SD18''SD18''SD18''SD18''SD SD
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RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
G G G G
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UGP UGP G
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UGP
UGP
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UGP
UGP
UGP
UGP
G G GFOFOFOFOUGPUGP
10+00 11+00 12+00 13+00 14+00
15+0
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16+
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17+
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18+0
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19+00 20+00
VA
N
SEASONAL
(10,299 SF)
UG
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1586 N 2nd E
IDAHO AG CREDIT
FLCA
APN:RPRXBCA0085921
T
IRR
T
T
MB
IV
IV
EP
EP
FO
FO
FO
FO
EG
TO
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TO
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TO
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TO
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TO
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P
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P
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P
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P
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P
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P
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P
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P
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W W
W
R
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D
D
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W
WV
R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W
R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W R/W R/W R/W
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 2
11.52 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
SD
N
2
n
d
E
A
S
T
SS MH 04B
48-IN MH PER ISPWC SD-501
RIM: 4881.04±
IE IN: 4870.72, 8-IN PVC (E)
IE IN: 4871.05, 4-IN PVC (N)
IE OUT: 4870.62, 8-IN PVC (S)
SS MH 04A
48-IN MH PER ISPWC SD-501
RIM: 4880.11±
IE IN: 4869.39, 8-IN PVC (N)
IE IN: 4869.39, 8-IN PVC (W)
IE IN: 4869.39, 8-IN PVC (E)
IE OUT: 4869.29, 8-IN PVC (S)
SS MH 07
48-IN MH PER ISPWC SD-501
RIM: 4879.72±
IE IN: 4870.51, 8-IN PVC (E)
IE OUT: 4870.41, 8-IN PVC (W)
SS MH 06
48-IN MH PER ISPWC SD-501
RIM: 4879.81±
IE IN: 4869.90, 8-IN PVC (E)
IE IN: 4869.90, 8-IN PVC (NW)
IE IN: 4869.90, 8-IN PVC (SE)
IE OUT: 4869.80, 8-IN PVC (SW)
SS MH 03
48-IN MH PER ISPWC SD-501
RIM: 4878.70±
IE IN: 4867.47, 8-IN PVC (E)
IE OUT: 4867.37, 8-IN PVC (S)
SS MH 05
48-IN MH PER ISPWC SD-501
RIM: 4878.60±
IE IN: 4868.59, 8-IN PVC (NE)
IE OUT: 4868.49, 8-IN PVC (W)
SS MH 04
48-IN MH PER ISPWC SD-501
RIM: 4878.16±
IE IN: 4868.05, 8-IN PVC (N)
IE IN: 4868.05, 8-IN PVC (E)
IE IN: 4868.05, 8-IN PVC (S)
IE OUT: 4867.95, 8-IN PVC (W)
29
1
-
L
F
O
F
8
-
I
N
P
V
C
A
T
0
.
4
0
%
309-LF OF 8-IN PVC AT 0.40%
121-LF OF 8-IN PVC AT 0.40%
127-LF OF
8
-
I
N
P
V
C
A
T
0
.
4
0
%
302-
L
F
O
F
8
-
I
N
P
V
C
A
T
0
.
4
0
%
109-LF OF
8
-
I
N
P
V
C
A
T
0
.
4
0
%
311-LF OF 8-IN PVC AT 0.40%
434-LF OF 8-IN PVC AT 0.60%
8-IN PVC
IE: 4868.31
8-IN PVC
IE: 4870.14
8-IN PVC
IE: 4870.14
30-LF 8-IN CLASS 50 DI
19-LF 8-IN CLASS 50 DI
297-LF 8-IN CLASS 50 DI
15-LF 6-IN CLASS 50 DI
60-LF OF 8-IN PVC AT 0.40%
60-LF OF 8-IN PVC AT 0.40%
66-LF OF 8-IN PVC AT 0.40%
1.1
2
3
4
8
945°
945°11
38-LF 2-IN PE
38-LF 2.5-IN PE
12.2
1.1
1.4
1.4
1.41.4
1.41.4
4
1.4
1.4
1.4
1.41.41.41.4
1.4
1.4
1.4
272-LF 8-IN CLASS 50 DI
42-LF 8-IN CLASS 50 DI
340-LF 12-IN C900
183-LF 8-IN CLASS 50 DI
445-LF 8-IN CLASS 50 DI
21
4
4
8-IN PVC
IE: 4869.52
31-LF OF 8-IN PVC AT 0.40%
2
16
28-LF 12-IN CLASS 50 DI 300-LF 12-IN CLASS 50 DI 17-LF 12-IN CLASS 50 DI 89-LF 12-
I
N
C
L
A
S
S
5
0
D
I
300-LF 12-IN CLASS 50 DI
93-LF 12-IN
C
L
A
S
S
5
0
D
I
388-LF 12-IN CLASS 50 DI
17
17
17
911.25°
23-LF 6-IN CLASS 50 DI
4
2
911.25°
19
911.25°
12-LF 8-IN CLASS 50 DI
922.5°
16
2
20
922.5°
16
16
1.4
1.4
2
68-LF 8-IN CLASS 50 DI
52-LF 8-IN CLASS 50 DI
32-LF 12-IN CLASS 50 DI
9 11.25°
16
34-LF 8-IN CLASS 50 DI
2 8-IN PVC
IE: 4869.57
44-LF OF 8-IN PVC AT 0.40%
81-LF 8-IN CLASS 50 DI
Water Keynotes:
Sheet Notes:
1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THE PROJECT
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
2.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 AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY
COMPANIES OR DIGLINE (1-800-342-1585) FOR EXACT LOCATIONS A MINIMUM OF 2
BUSINESS DAYS PRIOR TO DIGGING.
3.CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.01.
4.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FOR
REFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.
5.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE CURRENT EDITION
OF THE ISPWC AND THE CITY OF REXBURG ENGINEERING STANDARDS.
6.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDING CONTRACTOR.
SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING (EXCEPT AS SPECIFICALLY
NOTED OTHERWISE).
1.HOME DEPOT WATER SYSTEM POINT OF CONNECTION.
1.1.INSTALL 12-IN TEE, (2) 12-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
2.INSTALL 8-IN x 12-IN TEE, (1) 8-IN GATE VALVE, (1) 12-IN X 10-IN REDUCER, (1) 10-IN
GATE VALVE, AND THRUST BLOCK.
3.INSTALL 6-IN X 10-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
4.INSTALL FIRE HYDRANT PER ISPWC SD-404.
5.INSTALL 12-IN WATER FITTING AND THRUST BLOCK PER ISPWC SD-403, ANGLE PER
PLAN.
6.INSTALL 10-IN TEE, (1) 10-IN GATE VALVE, (1) 10-IN x 8-IN REDUCER, (1) 8-IN GATE
VALVE, AND THRUST BLOCK PER ISPWC SD-403.
7.INSTALL 6-IN X 8-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
8.MAINTAIN POTABLE/NON POTABLE SEPARATION IN ACCORDANCE WITH THE ISPWC
SD-407.
9.INSTALL 8-IN WATER FITTING AND THRUST BLOCK PER ISPWC SD-403, ANGLE PER
PLAN.
10.INSTALL 6-IN x 8-IN TEE, (1) 8-IN GATE VALVE, (1) 6-IN GATE VALVE, AND THRUST
BLOCK PER ISPWC SD-403.
11.INSTALL 8-IN TEE, (2) 8-IN GATE VALVES, AND THRUST BLOCK PER ISPWC SD-403.
12.INSTALL WATER METER:
12.1.2-IN WATER SERVICE CONNECTION AND METER PER ISPWC SD-402 (CITY OF
REXBURG MODIFIED).
12.2.2.5-IN WATER SERVICE CONNECTION AND 2-IN METER PER ISPWC SD-402 (CITY
OF REXBURG MODIFIED).
13.SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDING.
14.PROVIDE FIRE WATER LINE INTO BUILDING AND STUB 1-FT ABOVE FINISHED FLOOR
ELEVATION. INSTALL A WATTS TR TRANSITION RISER OR APPROVED EQUAL. REFER TO
SHEET FP4.0 DETAIL 4.
15.INSTALL 8-IN TEE, (1) 8-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403.
16.CAP AND MARK END FOR FUTURE CONTINUATION. PAINT MARKER BLUE.
17.REMOVE EXISTING FITTINGS, VALVE, AND HYDRANT. CONNECT NEW PIPE. INSTALL
12-IN TEE, ((1) 12-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403.
18.INSTALL 6-IN x 12-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
19.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN GATE VALVE.
20.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES.
21.INSTALL 8-IN CROSS, (2) 8-IN GATE VALVES.
22.INSTALL BLOW-OFF ASSEMBLY PER ISPWC SD-405.
Sewer Keynotes:
1.INSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO
BUILDING.
2.CAP AND MARK END PER ISPWC SD-512.
NOTE: NOT ALL KEYNOTES
APPEAR ON THIS SHEET
Dry Utility Keynotes:
1.ELECTRICAL SYSTEM. COORDINATE ALL WORK WITH ELECTRICAL PLANS AND ROCKY
MOUNTAIN POWER COMPANY.
1.1.POINT OF CONNECTION.
1.2.BUILDING TRANSFORMER
1.3.BUILDING GENERATOR
1.4.LIGHT POLE
2.NATURAL GAS SYSTEM. COORDINATE INSTALLATION WITH MECHANICAL PLANS AND
GAS COMPANY.
2.1.NATURAL GAS POINT OF CONNECTION.
2.2.3-IN SERVICE LINE.
2.3.GAS METER.
3.PROPOSED UGP/DATA SERVICE CONNECTION. COORDINATE WITH ELECTRICAL PLANS
AND ALL PROVIDERS FOR MATERIALS AND ROUTE.
4.TELECOMMUNICATIONS/FIBER OPTIC SERVICE CONNECTION. INSTALL (2) 4-IN
CONDUITS. COORDINATE WITH SILVER STAR FOR SERVICE CONNECTION.
NOTE: NOT ALL KEYNOTES
APPEAR ON THIS SHEET
#
#
#
Horizontal Scale:
0 40'80'
1" = 40'
Offsite Utilities Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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Offsite Utilities Plan
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LOT 1 BLOCK 2
11.52 ACRES
LOT 5 BLOCK 1
8.99 ACRES
LOT 4 BLOCK 1
0.84 ACRES
R/W 1
2.89 ACRES SS MH 08
48-IN MH PER ISPWC SD-501
RIM: 4880.92±
IE IN: 4872.21, 8-IN PVC (E)
IE IN: 4872.21, 8-IN PVC (N)
IE IN: 4872.21, 8-IN PVC (S)
IE OUT: 4872.11, 8-IN PVC (W)
48-IN MH PER ISPWC SD-501
RIM: 4880.47±
IE IN: 4873.48, 6-IN PVC (N)
IE OUT: 4873.32, 8-IN PVC (W)
SS MH 07
48-IN MH PER ISPWC SD-501
RIM: 4879.72±
IE IN: 4870.51, 8-IN PVC (E)
IE OUT: 4870.41, 8-IN PVC (W)
SS MH 06
48-IN MH PER ISPWC SD-501
RIM: 4879.81±
IE IN: 4869.90, 8-IN PVC (E)
IE IN: 4869.90, 8-IN PVC (NW)
IE IN: 4869.90, 8-IN PVC (SE)
IE OUT: 4869.80, 8-IN PVC (SW)
164-LF OF 8-IN PVC AT 0.40%400-LF OF 8-IN PVC AT 0.40%
127-LF OF
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IE: 4870.14
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IE: 4870.14
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IE: 4872.45
8-IN PVC
IE: 4872.45
15-LF 6-IN CLASS 50 DI
60-LF OF 8-IN PVC AT 0.40%
60-LF OF 8-IN PVC AT 0.40%
59-LF OF 8-IN PVC AT 0.40%
59-LF OF 8-IN PVC AT 0.40%
1.1
2
3
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22
Water Keynotes:
Sheet Notes:
1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THE PROJECT
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
2.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 AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY
COMPANIES OR DIGLINE (1-800-342-1585) FOR EXACT LOCATIONS A MINIMUM OF 2
BUSINESS DAYS PRIOR TO DIGGING.
3.CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.01.
4.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FOR
REFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.
5.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE CURRENT EDITION
OF THE ISPWC AND THE CITY OF REXBURG ENGINEERING STANDARDS.
6.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDING CONTRACTOR.
SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING (EXCEPT AS SPECIFICALLY
NOTED OTHERWISE).
1.HOME DEPOT WATER SYSTEM POINT OF CONNECTION.
1.1.INSTALL 12-IN TEE, (2) 12-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
2.INSTALL 8-IN x 12-IN TEE, (1) 8-IN GATE VALVE, (1) 12-IN X 10-IN REDUCER, (1) 10-IN
GATE VALVE, AND THRUST BLOCK.
3.INSTALL 6-IN X 10-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
4.INSTALL FIRE HYDRANT PER ISPWC SD-404.
5.INSTALL 12-IN WATER FITTING AND THRUST BLOCK PER ISPWC SD-403, ANGLE PER
PLAN.
6.INSTALL 10-IN TEE, (1) 10-IN GATE VALVE, (1) 10-IN x 8-IN REDUCER, (1) 8-IN GATE
VALVE, AND THRUST BLOCK PER ISPWC SD-403.
7.INSTALL 6-IN X 8-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
8.MAINTAIN POTABLE/NON POTABLE SEPARATION IN ACCORDANCE WITH THE ISPWC
SD-407.
9.INSTALL 8-IN WATER FITTING AND THRUST BLOCK PER ISPWC SD-403, ANGLE PER
PLAN.
10.INSTALL 6-IN x 8-IN TEE, (1) 8-IN GATE VALVE, (1) 6-IN GATE VALVE, AND THRUST
BLOCK PER ISPWC SD-403.
11.INSTALL 8-IN TEE, (2) 8-IN GATE VALVES, AND THRUST BLOCK PER ISPWC SD-403.
12.INSTALL WATER METER:
12.1.2-IN WATER SERVICE CONNECTION AND METER PER ISPWC SD-402 (CITY OF
REXBURG MODIFIED).
12.2.2.5-IN WATER SERVICE CONNECTION AND 2-IN METER PER ISPWC SD-402 (CITY
OF REXBURG MODIFIED).
13.SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDING.
14.PROVIDE FIRE WATER LINE INTO BUILDING AND STUB 1-FT ABOVE FINISHED FLOOR
ELEVATION. INSTALL A WATTS TR TRANSITION RISER OR APPROVED EQUAL. REFER TO
SHEET FP4.0 DETAIL 4.
15.INSTALL 8-IN TEE, (1) 8-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403.
16.CAP AND MARK END FOR FUTURE CONTINUATION. PAINT MARKER BLUE.
17.REMOVE EXISTING FITTINGS, VALVE, AND HYDRANT. CONNECT NEW PIPE. INSTALL
12-IN TEE, ((1) 12-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403.
18.INSTALL 6-IN x 12-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC
SD-403.
19.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN GATE VALVE.
20.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES.
21.INSTALL 8-IN CROSS, (2) 8-IN GATE VALVES.
22.INSTALL BLOW-OFF ASSEMBLY PER ISPWC SD-405.
Sewer Keynotes:
1.INSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO
BUILDING.
2.CAP AND MARK END PER ISPWC SD-512.
NOTE: NOT ALL KEYNOTES
APPEAR ON THIS SHEET
Dry Utility Keynotes:
1.ELECTRICAL SYSTEM. COORDINATE ALL WORK WITH ELECTRICAL PLANS AND ROCKY
MOUNTAIN POWER COMPANY.
1.1.POINT OF CONNECTION.
1.2.BUILDING TRANSFORMER
1.3.BUILDING GENERATOR
1.4.LIGHT POLE
2.NATURAL GAS SYSTEM. COORDINATE INSTALLATION WITH MECHANICAL PLANS AND
GAS COMPANY.
2.1.NATURAL GAS POINT OF CONNECTION.
2.2.3-IN SERVICE LINE.
2.3.GAS METER.
3.PROPOSED UGP/DATA SERVICE CONNECTION. COORDINATE WITH ELECTRICAL PLANS
AND ALL PROVIDERS FOR MATERIALS AND ROUTE.
4.TELECOMMUNICATIONS/FIBER OPTIC SERVICE CONNECTION. INSTALL (2) 4-IN
CONDUITS. COORDINATE WITH SILVER STAR FOR SERVICE CONNECTION.
NOTE: NOT ALL KEYNOTES
APPEAR ON THIS SHEET
#
#
#
Horizontal Scale:
0 40'80'
1" = 40'
Offsite Utilities Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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Offsite Utilities Plan
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0.01 ACRES
SD
EXIST MH
RIM: 4879.12±
SUMP: 4863.55
IE IN: 4863.55, 8-IN PVC (N)
SS MH 01
48-IN MH PER ISPWC SD-501
44+91.3855
RIM: 4878.61±
SUMP: 4865.52
IE IN: 4865.62, 8-IN PVC (W)
IE OUT: 4865.52, 8-IN PVC (S)
SS MH 03
48-IN MH PER ISPWC SD-501
RIM: 4878.70±
IE IN: 4867.47, 8-IN PVC (E)
IE OUT: 4867.37, 8-IN PVC (S)
SS MH 05
48-IN MH PER ISPWC SD-501
RIM: 4878.60±
IE IN: 4868.59, 8-IN PVC (NE)
IE OUT: 4868.49, 8-IN PVC (W)
SS MH 02
48-IN MH PER ISPWC SD-501
46+15.0794
RIM: 4878.03±
SUMP: 4866.11
IE IN: 4866.21, 8-IN PVC (N)
IE OUT: 4866.11, 8-IN PVC (E)
SS MH 04
48-IN MH PER ISPWC SD-501
RIM: 4878.16±
IE IN: 4868.05, 8-IN PVC (N)
IE IN: 4868.05, 8-IN PVC (E)
IE IN: 4868.05, 8-IN PVC (S)
IE OUT: 4867.95, 8-IN PVC (W)
291-LF OF 8-IN PVC AT 0.40%
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F
8
-
I
N
P
V
C
A
T
0
.
4
0
%
8-IN PVC
IE: 4868.31
66-LF OF 8-IN PVC AT 0.40%
1
40+0041+0042+0043+0044+00
45
+
0
0
46
+
0
0
47+0048+0049+0049+06.21
Sheet Notes:
1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THE PROJECT
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
2.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 AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY
COMPANIES OR BLUE STAKE (1-800-662-4111) FOR EXACT LOCATIONS A MINIMUM OF
48-HOURS PRIOR TO DIGGING.
3.CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.01.
4.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FOR
REFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.
5.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE 2017 EDITION OF
THE APWA UTAH CHAPTER.
6.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDING CONTRACTOR.
SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING (EXCEPT AS SPECIFICALLY
NOTED OTHERWISE).
Sewer Keynotes:
1.CONTRACTOR TO LOCATE AND CONNECT TO EXISTING SEWER STUB. CONTRACTOR TO
VERIFY INVERT BEFORE CONSTRUCTION.
#
SEWER OFFSITE: Sta. 39+80 - 49+40
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 8'
4850
4855
4860
4865
4870
4875
4880
4885
4890
4850
4855
4860
4865
4870
4875
4880
4885
4890
39+8040+00
48
7
9
.
1
48
7
7
.
9
41+00
48
7
8
.
0
48
7
8
.
3
42+00
48
7
8
.
4
48
7
8
.
4
43+00
48
7
8
.
5
48
7
8
.
5
44+00
48
7
8
.
7
48
7
8
.
8
45+00
48
7
8
.
6
48
7
8
.
2
46+00
48
7
8
.
0
48
7
8
.
3
47+00
48
7
8
.
4
48
7
8
.
2
48+00
48
7
8
.
3
48
7
8
.
3
49+00
48
7
8
.
4
49+40
IE IN: 4867.47, 8-IN PVC (E)
IE OUT: 4867.37, 8-IN PVC (S)
SS MH 03
48-IN MH PER ISPWC SD-501
STA: 49+06.21, 0.00'
RIM: 4878.70±
SUMP: 4867.37
291-LF OF 8-IN PVC AT 0.40%
IE IN: 4866.21, 8-IN PVC (N)
IE OUT: 4866.11, 8-IN PVC (E)
SS MH 02
48-IN MH PER ISPWC SD-501
STA: 46+15.08, 0.00'
RIM: 4878.03±
SUMP: 4866.11
124-LF OF 8-IN PVC AT 0.40%
IE IN: 4865.62, 8-IN PVC (W)
IE OUT: 4865.52, 8-IN PVC (S)
SS MH 01
48-IN MH PER ISPWC SD-501
STA: 44+91.39, 0.00'
RIM: 4878.61±
SUMP: 4865.52
472-LF OF 8-IN PVC AT 0.40%
IE IN: 4863.55, 8-IN PVC (N)
EXIST MH
48-IN MH PER ISPWC SD-501
STA: 40+00, 0.00'R
RIM: 4879.12±
SUMP: 4863.55
1
EXISTING 20-LF OF 8-IN PVC AT 0.40%
EL: 4863.61±
EXISTING GROUND AT CENTER LINE PIPE
PROPOSED GRADE AT CENTERLINE PIPE
PROPOSED GRADE ELEVATION AT CENTERLINE PIPE EXISTING GROUND ELEVATION AT CENTERLINE PIPE
Horizontal Scale:
0 40'80'
1" = 40'
Offsite Site Sewer Plan & Profile Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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2
3
2
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2
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:
1
3
P
M
C4.50
Plan & Profile
Offsite Sewer
N 2nd East
Te
t
o
n
R
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e
r
Te
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18
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S
D
18
'
'
S
D
18
'
'
S
D
18
'
'
S
D
SD
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
STOP
YIELD
VAN
VAN
VAN
VAN
VAN
VAN
VAN
VAN
G
G
UG
P
G
G
G
G
G
G
U
G
P
U
G
P
U
G
P
13
+
0
0
1
4
+
0
0
1
5
+
0
0
SE
A
S
O
N
A
L
(1
0
,
2
9
9
S
F
)
4'
'
S
D
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS
8
'
'
S
S
1
2
'
'
W
8
'
'
S
S
1
2
'
'
W
8'
'
S
S
8'
'
S
S
12
'
'
W
12
'
'
W
SA
N
8'
'
S
S
8'
'
S
S
8'
'
S
S
MT
R
MT
R
LO
A
D
I
N
G
Z
O
N
E
SD
SD
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
SA
N
SA
N
SA
N
4
8
7
9
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R
/
W
R/
W
R/
W
LOT 1 BLOCK 1
10.98 ACRES
LOT 3 BLOCK 1
1.92 ACRES
SD
4-IN CO PER ISPWC SD-506A
RIM: 4881.87±
IE OUT: 4878.00, 4-IN PVC (S)
SS MH 04B
48-IN MH PER ISPWC SD-501
56+19.6400
RIM: 4881.04±
IE IN: 4870.72, 8-IN PVC (E)
IE IN: 4871.05, 4-IN PVC (N)
IE OUT: 4870.62, 8-IN PVC (S)
SS MH 04A
48-IN MH PER ISPWC SD-501
53+11.0700
RIM: 4880.11±
IE IN: 4869.39, 8-IN PVC (N)
IE IN: 4869.39, 8-IN PVC (W)
IE IN: 4869.39, 8-IN PVC (E)
IE OUT: 4869.29, 8-IN PVC (S)
SS MH 04
48-IN MH PER ISPWC SD-501
RIM: 4878.16±
IE IN: 4868.05, 8-IN PVC (N)
IE IN: 4868.05, 8-IN PVC (E)
IE IN: 4868.05, 8-IN PVC (S)
IE OUT: 4867.95, 8-IN PVC (W)
309-LF OF 8-IN PVC AT 0.40%
12
1
-
L
F
O
F
8
-
I
N
P
V
C
A
T
0
.
4
0
%
1
0
9
-
L
F
O
F
8
-
I
N
P
V
C
A
T
0
.
4
0
%
311-LF OF 8-IN PVC AT 0.40%
43
4
-
L
F
O
F
8
-
I
N
P
V
C
A
T
0
.
6
0
%
52-LF OF 4-IN PVC AT 8.56%
1.
4
1
50+0051+0052+0053+0054+0055+0056+00
57+0057+00.74
56
+
1
9
.
6
4
57
+
0
0
Sheet Notes:
1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THE PROJECT
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
2.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 AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY
COMPANIES OR BLUE STAKE (1-800-662-4111) FOR EXACT LOCATIONS A MINIMUM OF
48-HOURS PRIOR TO DIGGING.
3.CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.01.
4.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FOR
REFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.
5.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE 2017 EDITION OF
THE APWA UTAH CHAPTER.
6.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDING CONTRACTOR.
SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING (EXCEPT AS SPECIFICALLY
NOTED OTHERWISE).
Sewer Keynotes:
1.NSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO
BUILDING.
#
ACCESS ROAD SEWER: Sta. 49+50 - 57+50
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 6'
4855
4860
4865
4870
4875
4880
4885
4890
4895
4855
4860
4865
4870
4875
4880
4885
4890
4895
49+5049+80
48
7
8
.
4
50+40
48
7
8
.
4
48
7
8
.
4
48
7
8
.
1
3
51+00
48
7
8
.
6
48
7
8
.
3
8
48
7
8
.
8
48
7
8
.
6
2
51+60
48
7
8
.
8
48
7
8
.
8
7
48
7
8
.
7
48
7
9
.
1
2
52+20
48
7
8
.
7
48
7
9
.
3
6
48
7
8
.
8
48
7
9
.
6
1
52+80
48
7
8
.
9
48
7
9
.
8
6
48
7
8
.
9
48
8
0
.
1
0
53+40
48
7
9
.
0
48
8
0
.
3
5
48
7
9
.
0
48
8
0
.
6
0
54+00
48
7
9
.
2
48
8
0
.
8
4
48
7
9
.
2
48
8
1
.
0
3
54+60
48
7
9
.
1
48
8
0
.
7
4
48
7
9
.
0
48
8
0
.
4
4
55+20
48
7
9
.
0
48
8
0
.
1
4
48
7
9
.
0
48
8
0
.
2
8
55+80
48
7
9
.
0
48
8
0
.
5
7
48
7
9
.
1
48
8
0
.
9
2
56+40
48
7
9
.
2
48
8
1
.
3
4
48
7
9
.
0
48
8
1
.
5
9
57+00
48
7
9
.
1
48
8
1
.
8
7
57+50
IE IN: 4868.05, 8-IN PVC (N)
IE IN: 4868.05, 8-IN PVC (E)
IE IN: 4868.05, 8-IN PVC (S)
IE OUT: 4867.95, 8-IN PVC (W)
SS MH 04
48-IN MH PER ISPWC SD-501
STA: 50+00, 0.00'
RIM: 4878.16±
SUMP: 4867.95
311-LF OF 8-IN PVC AT 0.40%
IE IN: 4869.39, 8-IN PVC (N)
IE IN: 4869.39, 8-IN PVC (W)
IE IN: 4869.39, 8-IN PVC (E)
IE OUT: 4869.29, 8-IN PVC (S)
SS MH 04A
48-IN MH PER ISPWC SD-501
STA: 53+11.07, 0.00'
RIM: 4880.11±
SUMP: 4869.29
309-LF OF 8-IN PVC AT 0.40%
IE IN: 4870.72, 8-IN PVC (E)
IE IN: 4871.05, 4-IN PVC (N)
IE OUT: 4870.62, 8-IN PVC (S)
SS MH 04B
48-IN MH PER ISPWC SD-501
STA: 56+19.64, 0.00'
RIM: 4881.04±
SUMP: 4870.62
52-LF OF 4-IN PVC AT 8.56%
EXISTING GROUND AT CENTER LINE PIPE
PROPOSED GRADE AT CENTERLINE PIPE
PROPOSED GROUND ELEVATION AT CENTERLINE PIPEEXISTING GROUND ELEVATION AT CENTERLINE PIPE
29-LF OF 4-IN PVC AT 8.58%
Horizontal Scale:
0 30'60'
1" = 30'
Access Road Site sewer Plan & Profile
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
u
r
g
,
I
d
a
h
o
8
3
4
4
0
NE
Q
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J
a
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u
a
r
y
2
3
2
0
2
6
a
t
1
2
:
1
0
P
M
C4.51
Plan & Profile
Access Road Sewer
Te
t
o
n
R
i
v
e
r
Te
m
p
l
e
S
t
6'
'
S
D
6'
'
S
D
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
10
'
'
W
10
'
'
W
10
'
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W
LO
A
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A
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N
-
G
O
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N
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E
L
D
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E
L
D
ST
O
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E
L
D
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
LOADING ZONE
SEASONAL
(10,299 SF)
4''SD
UG
P
UG
P
UG
P
6'
'
S
S
6'
'
S
S
6'
'
S
S
4'
'
S
S
4'
'
S
S
8'
'
S
S
8''SS8''SS8''SS8''SS8''SS8''SS8''SS SAN
SD
MTR MTR
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
G
G
G
G
G
G
G
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
SAN
LOT 1 BLOCK 1
10.98 ACRES
4-IN CO PER ISPWC SD-506A
RIM: 4881.93±
IE OUT: 4878.00, 4-IN PVC (S)
4-IN CO PER ISPWC SD-506A
RIM: 4881.93±
IE OUT: 4878.00, 4-IN PVC (S)
4-IN CO PER ISPWC SD-506A
RIM: 4881.87±
IE OUT: 4878.00, 4-IN PVC (S)
4-IN CO PER ISPWC SD-506A
RIM: 4881.84±
IE OUT: 4878.00, 4-IN PVC (E)
4-IN CO PER ISPWC SD-506A
RIM: 4881.77±
IE OUT: 4878.00, 4-IN PVC (E)
SS MH 04B
48-IN MH PER ISPWC SD-501
56+19.6400
RIM: 4881.04±
IE IN: 4870.72, 8-IN PVC (E)
IE IN: 4871.05, 4-IN PVC (N)
IE OUT: 4870.62, 8-IN PVC (S)
SS MH 04C
48-IN MH PER ISPWC SD-501
RIM: 4880.47±
IE IN: 4873.48, 6-IN PVC (N)
IE OUT: 4873.32, 8-IN PVC (W)
434-LF OF 8-IN PVC AT 0.60%
52-LF OF 4-IN PVC AT 8.56%
64-LF OF 4-IN
PVC AT 8.33%
64-LF OF 4-IN PVC AT 7.38%
180-LF OF 6-IN PVC AT 2.31%
5-LF OF 4-IN PVC AT 8.31%
15-LF 6-IN C900
6
11
1
1
1.4
1
56
+
0
0
57
+
0
0
57
+
0
0
.
7
4
56+19.64 57+00 58+00 59+00 60+00 60+53.73
Sheet Notes:
1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THE PROJECT
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
2.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 AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY
COMPANIES OR BLUE STAKE (1-800-662-4111) FOR EXACT LOCATIONS A MINIMUM OF
48-HOURS PRIOR TO DIGGING.
3.CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C0.01.
4.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FOR
REFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.
5.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE 2017 EDITION OF
THE APWA UTAH CHAPTER.
6.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDING CONTRACTOR.
SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING (EXCEPT AS SPECIFICALLY
NOTED OTHERWISE).
Sewer Keynotes:
1.NSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO
BUILDING.
#
ONSITE SEWER: Sta. 55+20 - 61+20
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 6'
4860
4865
4870
4875
4880
4885
4890
4895
4860
4865
4870
4875
4880
4885
4890
4895
55+20 55+80 56+40
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60+60 61+20
IE IN: 4870.72, 8-IN PVC (E)
IE IN: 4871.05, 4-IN PVC (N)
IE OUT: 4870.62, 8-IN PVC (S)
SS MH 04B
48-IN MH PER ISPWC SD-501
STA: ???, ???'???
RIM: 4881.04±
SUMP: 4870.62
434-LF OF 8-IN PVC AT 0.60%
IE IN: 4873.48, 6-IN PVC (N)
IE OUT: 4873.32, 8-IN PVC (W)
SS MH 04C
48-IN MH PER ISPWC SD-501
STA: ???, ???'???
RIM: 4880.47±
SUMP: 4873.32
PROPOSED GRADE AT CENTERLINE PIPE
EXISTING GROUND AT CENTER LINE PIPE
PROPOSED GROUND ELEVATION AT CENTERLINE PIPEEXISTING GROUND ELEVATION AT CENTERLINE PIPE
Horizontal Scale:
0 30'60'
1" = 30'
On Site sewer Plan & Profile
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 2
11.52 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/
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R/
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GEOTEXTILE FABRIC BELOW AND UP SIDES
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Scale: NONE
20" GRANULAR BORROW
55'
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2 Driveway Street Section
Scale: NONE
13.5'13.5'
10'
PUBLIC UTILITIES
EASEMENT
10'
PUBLIC UTILITIES
EASEMENT
2.
0
%
2.
0
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9'
PARKING
12.5'
TRAFFIC
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12'
TURN LANE
12.5'
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LANE
9'
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2.5'
TYP
3" ASPHALT
PLANTMIX
PAVEMENT
12" TYPCURB PER CITY OF
REXBURG DETAIL 7
7'
LANDSCAPE
5' SIDEWALK
7'
LANDSCAPE
5' SIDEWALK
15.5'15.5'
31'
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CURB PER DETAIL
2/C1.51
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3 Driveway Street Section
Scale: NONE
13.5'13.5'
15.5'20.5'
36'
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CURB PER DETAIL
2/C1.51
10'
UTILITY
EASEMENT
10'
UTILITY
EASEMENT
5'
SIDEWALK
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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C5.00
Overall Roadway plan
Sheet Notes:
1.REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT
ITEMS. CONTRACTOR SHALL VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION.
2.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUITS AND
SLEEVES WITH RESPECTIVE CONTRACTORS.
3.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE
OF FOUNDATION, EDGE OF WALLS, SAW CUT, OR CENTER OF POST.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE
FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR A
DECISION PRIOR TO COMMENCING WITH THE WORK.
5.WHENEVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL HAVE
AN EXPANSION JOINT.
6.PROVIDE SCORE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF
THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN.
CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE
DESIGN.
7.ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND
APPROVAL. THE CONTRACTOR SHALL LAY OUT THE AREA OR FORM WORK FOR
REVIEW BY ENGINEER. AFTER REVIEW AND NECESSARY MODIFICATIONS AS
DIRECTED, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL
IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY
UNAUTHORIZED FIELD ADJUSTMENTS.
8.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE
SMOOTH AND CONTINUOUS.
9.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS SHALL BE MADE BY THE
BUILDING CONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO WITHIN 5-FT OF
BUILDING (EXCEPT AS SPECIFICALLY NOTED OTHERWISE).
1
C5.00
3
C5
.
0
0
2
C5
.
0
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See Sheet C1.00 - C4.00
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:
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:
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:
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:
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TB
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:
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TB
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:
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TB
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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.
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:
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8
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:
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:
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.
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:
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:
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:
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:
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:
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:
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5
0
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T
B
C
:
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8
7
8
.
9
6
S
T
A
:
1
6
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0
.
9
0
,
O
F
F
:
2
7
.
5
0
'
R
T
B
C
:
4
8
7
9
.
1
6
S
T
A
:
1
7
+
0
0
,
O
F
F
:
2
7
.
5
0
'
R
T
B
C
:
4
8
7
9
.
2
7
S
T
A
:
1
7
+
5
0
,
O
F
F
:
2
7
.
5
0
'
R
T
B
C
:
4
8
7
9
.
4
7
S
T
A
:
1
8
+
0
0
,
O
F
F
:
2
7
.
5
0
'
R
T
B
C
:
4
8
7
9
.
6
7
BREAK: 13+49.14
B
R
E
A
K
:
1
8
+
5
0
BR
E
A
K
:
1
0
+
6
1
.
8
8
Overall LP: 13+49.14 1
4
ST
A
:
1
1
+
6
1
.
8
6
,
O
F
F
:
3
3
.
5
0
'
L
TB
C
:
4
8
7
9
.
2
5
91
'
R
/
W
INFILTRATOR MANHOLE
RIM: 4878.04±
SUMP: 4868.78
IE IN: 4873.28, 12-IN PVC (S)
IE OUT: 4872.78, 12-IN PVC (W)
INFILTRATOR MANHOLE
RIM: 4877.93±
SUMP: 4868.70
IE IN: 4873.20, 12-IN PVC (N)
IE OUT: 4872.70, 12-IN PVC (W)
INLET PER ISPWC SD-601
RIM: 4877.42±
SUMP: 4872.38
IE OUT: 4873.38, 12-IN PVC (N)
INLET PER ISPWC SD-601
RIM: 4877.30±
SUMP: 4872.30
IE OUT: 4873.30, 12-IN PVC (S)
10-LF OF 12-IN
PVC AT 1.00%
6-LF OF 12-IN
PVC AT 0.00%
30-LF OF 12-IN
PVC AT 0.00%
10-LF OF 12-IN PVC AT 1.00%
5-LF OF 12-IN PVC AT 0.00%
6
731 CHAMBERS
79 CHAMBERS
7 21 CHAMBERS
6
TETON RIVER: Sta. 10+00 - 17+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
4860
4865
4870
4875
4880
4885
4860
4865
4870
4875
4880
4885
10+00
48
8
0
.
3
48
8
0
.
3
4
11+00
48
8
0
.
0
48
8
0
.
0
1
48
7
9
.
6
48
7
9
.
6
1
12+00
48
7
9
.
2
48
7
9
.
2
1
48
7
8
.
8
48
7
8
.
8
1
13+00
48
7
8
.
4
48
7
8
.
4
1
48
7
8
.
0
48
7
8
.
0
2
14+00
48
7
8
.
2
48
7
8
.
2
2
48
7
8
.
4
48
7
8
.
4
2
15+00
48
7
8
.
6
48
7
8
.
6
2
48
7
8
.
8
48
7
8
.
8
2
16+00
48
7
9
.
0
48
7
9
.
0
2
48
7
9
.
2
48
7
9
.
2
2
17+00
48
7
9
.
4
48
7
9
.
4
2
0.40%
-0.20%
-0.80%
GB
S
T
A
:
1
0
+
3
4
.
8
6
EL
:
4
8
8
0
.
3
7
GB
S
T
A
:
1
0
+
6
1
.
8
8
EL
:
4
8
8
0
.
3
2
GB
S
T
A
:
1
3
+
4
9
.
1
4
EL
:
4
8
7
8
.
0
2
121-LF OF 8-IN PVC AT 0.40%
IE IN: 4868.05, 8-IN PVC (N)
IE IN: 4868.05, 8-IN PVC (E)
IE IN: 4868.05, 8-IN PVC (S)
IE OUT: 4867.95, 8-IN PVC (W)
SS MH 04
48-IN MH PER ISPWC SD-501
STA: 13+84.36, 0.00'
RIM: 4878.16±
SUMP: 4867.95
IE IN: 4867.47, 8-IN PVC (E)
IE OUT: 4867.37, 8-IN PVC (S)
SS MH 03
48-IN MH PER ISPWC SD-501
STA: 12+63.71, 0.00'
RIM: 4878.70±
SUMP: 4867.37
IE IN: 4868.59, 8-IN PVC (NE)
IE OUT: 4868.49, 8-IN PVC (W)
SS MH 05
48-IN MH PER ISPWC SD-501
STA: 14+93.94, 0.00'
RIM: 4878.60±
SUMP: 4868.49
109-LF OF 8-IN PVC AT 0.40%
302-LF OF 8-IN PVC AT 0.40%
Keynotes:
1.INSTALL CITY OF REXBURG STREETLIGHT PER CITY OF
REXBURG STANDARD DRAWING 10.
2.INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE
PER ISPWC SD-1132A. BARRICADES SHALL HAVE
THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
3.INSTALL TYPE III BARRICADE PER ISPWC SD-1132B
BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM
WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
4.INSTALL DETECTABLE WARNING PER ISPWC SD-712.
DETECTABLE WARNING SHALL BE COLORED TRAFFIC
YELLOW.
5.DEMO, REMOVE AND DISPOSE OFF-SITE EXISTING
STRUCTURE IN ACCORDANCE WITH ALL LOCAL, STATE AND
FEDERAL REQUIREMENTS.
6.INSTALL INFILTRATOR MANHOLE PER CITY OF REXBURG
STANDARD DETAIL 18.
7.INSTALL STORM TECH 740 CHAMBER INFILTRATOR PER
CITY OF REXBURG STANDARD DETAIL 18 AND PER
MANUFACTURER'S REQUIREMENTS. SEE PLAN FOR NUMBER
OF CHAMBERS.
Pedestrian Surface Construction Notes:
1.ALL PEDESTRIAN FACILITIES, SIDEWALKS, PATHWAYS AND
RAMPS SHALL BE CONSTRUCTED AT 1.75%-2.00%
MAXIMUM CROSS SLOPE PER ADA STANDARDS.
CONTRACTOR SHALL ENSURE THAT THIS REQUIREMENT IS
MET DURING CONSTRUCTION.
2.PEDESTRIAN RAMPS LOCATED WITHIN A CURB RETURN,
THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE
AT THE THROAT OF THE PEDESTRIAN RAMP (2% MAX.).
Sheet Notes:
1.CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET
C0.01.
2.REFER TO SHEET C5.00 FOR TYPICAL ROADWAY SECTIONS.
3.REFER TO SHEET C5.10 -C5.30 FOR STRIPING AND STREET
SIGN PLANS.
4.STATIONING REPRESENTS ROADWAY CENTERLINE
ALIGNMENT, OR AS INDICATED ON THE PLANS.
5.ABANDONED BUILDINGS, TEST PITS OR WATERWAYS
LOCATED WITHIN CURRENT OF FUTURE RIGHT-OF-WAY
SHALL BE RE-EXCAVATED TO NATIVE SOIL AND
BACKFILLED WITH STRUCTURAL FILL PER ISPWC
SPECIFICATIONS.
#
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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C5.10
Plan & Profile
Teton River Roadway
Horizontal Scale:
0 30'60'
1" = 30'
Teton River Roadway plan & Profile
Move infiltrators to
landscape strip.
Will the radius
handle 35mph
speeds?
8'
'
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 1
4
+
0
0
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS
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P/
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P/
L
P/
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R/
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R/
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R/
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SD R25'
R25'
R300'R1
0
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377.46'
383.04'
31
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SS MH 04A309-LF OF 8-IN PVC AT 0.40%
STA: 13+50.39, OFF: 27.50'L
TBC: 4877.87
STA: 14+39.70, OFF: 27.50'L
TBC: 4878.23
STA: 14+
5
0
,
O
F
F
:
2
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.
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0
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R
30+0031+0032+0033+0034+0034+41.62
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:
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:
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:
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:
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.
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0
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:
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:
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,
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F
:
1
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.
5
0
'
R
TB
C
:
4
8
7
8
.
9
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ST
A
:
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,
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F
F
:
1
3
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5
0
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R
TB
C
:
4
8
7
9
.
1
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A
:
3
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+
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0
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
7
9
.
3
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ST
A
:
3
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+
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5
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
7
9
.
5
1
ST
A
:
3
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0
0
,
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F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
7
9
.
6
9
ST
A
:
3
2
+
2
5
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
7
9
.
8
7
ST
A
:
3
2
+
5
0
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
0
4
ST
A
:
3
2
+
7
5
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
2
2
ST
A
:
3
3
+
0
0
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
4
0
ST
A
:
3
3
+
2
5
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
5
8
ST
A
:
3
3
+
5
0
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
7
6
ST
A
:
3
3
+
7
5
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
9
3
ST
A
:
3
4
+
0
0
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
1
.
1
1
STA: 34+41.62, OFF: 13.50'R
TBC: 4881.12
ST
A
:
3
4
+
2
8
.
6
2
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
1
.
7
1
ST
A
:
3
4
+
0
0
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
1
.
4
5
ST
A
:
3
3
+
7
5
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
1
.
2
2
ST
A
:
3
3
+
5
0
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
1
.
0
0
ST
A
:
3
3
+
2
5
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
7
7
ST
A
:
3
3
+
0
0
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
5
4
ST
A
:
3
2
+
7
5
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
3
2
ST
A
:
3
2
+
5
0
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
0
9
ST
A
:
3
2
+
2
5
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
7
9
.
8
6
ST
A
:
3
2
+
0
0
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
7
9
.
6
4
ST
A
:
3
1
+
7
5
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
7
9
.
4
1
ST
A
:
3
1
+
5
0
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
7
9
.
1
8
ST
A
:
3
1
+
2
5
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
7
8
.
9
5
ST
A
:
3
1
+
0
0
,
O
F
F
:
1
3
.
5
0
'
L
TB
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:
4
8
7
8
.
7
3
STA: 30+56.17, OFF: 13.50'L
TBC: 4878.33
ST
A
:
3
0
+
5
1
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1
7
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F
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:
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3
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5
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:
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7
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4
27
'
BC
-
B
C
TETON RIVER, STA: 13+88.37
ACCESS 1, STA: 30+00INLET PER ISPWC SD-601
RIM: 4877.87±
SUMP: 4872.87
IE OUT: 4873.87, 12-IN PVC (W)
INFILTRATOR MANHOLE
RIM: 4875.39±
SUMP: 4869.28
IE IN: 4873.78, 12-IN PVC (E)
IE OUT: 4873.28, 12-IN PVC (N)
9-LF OF 12-IN PVC AT 1.00%
5-LF OF 12-IN
PVC AT 0.00%
2
1
12 CHAMBERS
12
'
'
S
D
12
'
'
S
D
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
RENTAL
RENTAL
RENTAL
RENTAL
RENTAL
RENTAL
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
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9
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0
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20
+
0
0
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SS
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'
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12
'
'
W
S
S
S
S
S
S
1
2
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'
W
1
2
'
'
W
SA
N
SD
SD SD
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L
P/
L
P/
L
P/LP/LP/LP/LP/LP/LP/LP/L
R/
W
R
/
W
R
/
W
R/
W
R
/
W
R
/
W
R
/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R25'
R25'
R
2
5
'
139.11'
27
'
BC
-
B
C
31
'
AC
C
E
S
EA
S
E
M
E
N
T
STA: 18+85.46, OFF: 27.50'L
TBC: 4879.73
STA: 19+54.60, OFF: 27.50'L
TBC: 4879.46
40+0041+0041+88.03
TETON RIVER, STA: 19+16.55
ACCESS 2, STA: 40+00
ST
A
:
4
0
+
4
8
.
9
2
,
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F
F
:
1
3
.
5
0
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:
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8
8
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1
5
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:
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:
1
3
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5
0
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:
4
8
8
0
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4
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:
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1
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0
0
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F
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:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
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5
9
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:
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1
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2
5
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F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
7
0
ST
A
:
4
1
+
5
0
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
8
0
ST
A
:
4
1
+
7
5
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
9
1
ST
A
:
4
1
+
8
8
.
0
3
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
9
6
ST
A
:
4
0
+
7
5
,
O
F
F
:
1
3
.
5
0
'
L
TB
C
:
4
8
8
0
.
4
9
STA: 40+52.18, OFF: 13.50'R
TBC: 4879.93
STA: 40+57.18, OFF: 13.50'R
TBC: 4880.03
ST
A
:
4
0
+
7
5
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
1
0
ST
A
:
4
1
+
0
0
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
2
0
ST
A
:
4
1
+
2
5
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
3
0
ST
A
:
4
1
+
5
0
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
4
0
ST
A
:
4
1
+
7
5
,
O
F
F
:
1
3
.
5
0
'
R
TB
C
:
4
8
8
0
.
5
0
INLET PER ISPWC SD-601
RIM: 4879.57±
SUMP: 4874.57
IE OUT: 4875.57, 12-IN PVC (E)
STRUCTURE - (32)
INLET PER ISPWC SD-601
STA: ???, ???'???
RIM: 4878.43±
SUMP: 4875.17
IE OUT: 4876.17, 12-IN PVC (W)
INFILTRATOR MANHOLE
RIM: 4876.53±
SUMP: 4871.01
IE IN: 4875.51, 12-IN PVC (W)
IE OUT: 4875.01, 12-IN PVC (N)
17
3
-
L
F
O
F
1
2
-
I
N
P
V
C
A
T
0
.
2
5
%
6-LF OF 12-IN PVC AT 1.00%
5-LF OF 12-IN PVC AT 0.00%
2
1
4 CHAMBERS
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
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y
2
3
2
0
2
6
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1
1
P
M
C5.30
Access Rdwy Plans
Sheet Notes:
1.REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT
ITEMS. CONTRACTOR SHALL VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION.
2.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUITS AND
SLEEVES WITH RESPECTIVE CONTRACTORS.
3.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE
OF FOUNDATION, EDGE OF WALLS, SAW CUT, OR CENTER OF POST.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE
FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR A
DECISION PRIOR TO COMMENCING WITH THE WORK.
5.WHENEVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL HAVE
AN EXPANSION JOINT.
6.PROVIDE SCORE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF
THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN.
CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE
DESIGN.
7.ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND
APPROVAL. THE CONTRACTOR SHALL LAY OUT THE AREA OR FORM WORK FOR
REVIEW BY ENGINEER. AFTER REVIEW AND NECESSARY MODIFICATIONS AS
DIRECTED, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL
IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY
UNAUTHORIZED FIELD ADJUSTMENTS.
8.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE
SMOOTH AND CONTINUOUS.
9.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS SHALL BE MADE BY THE
BUILDING CONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO WITHIN 5-FT OF
BUILDING (EXCEPT AS SPECIFICALLY NOTED OTHERWISE).
Keynotes:
1.INSTALL INFILTRATOR MANHOLE PER CITY OF REXBURG STANDARD DETAIL 18.
2.INSTALL STORM TECH 740 CHAMBER INFILTRATOR PER CITY OF REXBURG
STANDARD DETAIL 18 AND PER MANUFACTURER'S REQUIREMENTS. SEE PLAN FOR
NUMBER OF CHAMBERS.
#
R/W R/W R/W R/W R/WR/W R/W
TTT
T
T
MB
IV
IV
EP
EP
FOFOFO
EG EG
EGEG
EG EGXXXXXXXX X EP
SD
TTTTTTT
T
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
DD DD
WV
WV
BO
W
WV R/W R/W R/W R/W R/WR/W R/W
TTT
T
T
MB
IV
IV
EP
EP
FOFOFO
EG EG
EGEG
EG EGXXXXXXXX X EP
SD
TTTTTTT
T
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
DD DD
WV
WV
BO
W
WV
YIELD RE
S
E
R
V
E
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RE
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E
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V
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D
RE
S
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E
D
RE
S
E
R
V
E
D
10
+
0
0
11
+
0
0
12
+
0
0
VANSTAGINGSTAGING
SD
R/
W
R/
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R/
W
P/
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P/
L
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N 2nd E
39+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+00
12
.
1
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X
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S
T
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G
13
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14
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T
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L
A
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400'
210' TAPER
SEE DETAIL 1 THIS SHEET
FOR STRIPING LAYOUT
12
.
7
1
'
12
'
14
'
7'
180' TAPER
440'
ST
A
:
4
5
+
5
8
.
7
5
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O
F
F
:
4
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.
5
0
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R
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C
:
4
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3
3
ST
A
:
4
5
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:
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5
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TB
C
:
4
8
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0
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1
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:
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:
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:
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7
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5
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:
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7
3
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F
F
:
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7
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5
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TB
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:
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8
7
9
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5
2
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A
:
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3
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F
F
:
4
7
.
5
0
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R
TB
C
:
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9
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:
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:
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5
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TB
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:
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9
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4
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:
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:
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TB
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:
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8
7
8
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8
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4
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:
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/
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5
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0
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0
5
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:
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3
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7
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F
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:
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7
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5
0
'
R
TB
C
:
4
8
7
9
.
5
7
ST
A
:
4
2
+
1
9
.
3
0
,
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F
F
:
4
7
.
5
0
'
R
TB
C
/
L
P
:
4
8
7
9
.
7
2
ST
A
:
4
1
+
4
5
.
2
8
,
O
F
F
:
4
6
.
5
9
'
R
TB
C
/
L
P
:
4
8
7
9
.
5
1
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:
4
0
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2
3
.
1
4
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:
3
9
.
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1
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R
TB
C
/
L
P
:
4
8
7
9
.
5
0
MX: 4880.58 MX: 4880.42 MX: 4880.23 MX: 4879.45 MX: 4879.58 MX: 4879.37
ST
A
:
4
0
+
8
5
.
0
1
,
O
F
F
:
4
3
.
1
5
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R
TB
C
/
H
P
:
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8
7
9
.
7
5
ST
A
:
3
9
+
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1
.
1
6
,
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F
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:
3
7
.
2
1
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R
TB
C
/
M
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:
4
8
7
9
.
6
7
ST
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:
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1
+
8
2
,
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F
F
:
4
7
.
5
0
'
R
TB
C
/
H
P
:
4
8
7
9
.
8
7
ST
A
:
4
2
+
7
5
,
O
F
F
:
4
7
.
5
0
'
R
TB
C
/
H
P
:
4
8
7
9
.
9
4
R25
'
B
O
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R/W
T
T
T
EP
EP
BO
WV R/W
T
T
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EP
EP
BO
WV
10
+
0
0
R/
W
R/
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R/WR/WR/W
TE
T
O
N
R
I
V
E
R
T
E
M
P
L
E
S
T
.
45+0046+0047+00
STOP BAR PEDESTRIAN CROSSING
STOP BAR
STOP BAR
PEDESTRIAN CROSSING
STREET SIGNAL SEE
C5.41 FOR DETAILS
7'
7'
6'
7'
STREET SIGNAL SEE
C5.41 FOR DETAILSSTREET SIGNAL SEE
C5.41 FOR DETAILS
STREET SIGNAL SEE
C5.41 FOR DETAILS
N 2nd E
TE
T
O
N
R
I
V
E
R
TE
M
P
L
E
S
T
.
6
'
7
'
7'
ST
A
:
4
5
+
5
8
.
7
5
,
O
F
F
:
4
7
.
5
0
'
R
TB
C
:
4
8
8
0
.
3
3
ST
A
:
4
5
+
2
4
.
4
7
,
O
F
F
:
4
7
.
5
0
'
R
TB
C
:
4
8
8
0
.
1
9
ST
A
:
4
6
+
7
5
.
2
5
,
O
F
F
:
3
7
.
4
1
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R
TB
C
/
M
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:
4
8
8
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.
8
3
ST
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:
4
4
+
9
0
.
2
0
,
O
F
F
:
4
7
.
5
0
'
R
MX: 4880.58 MX: 4880.42 MX: 4880.23
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
x
b
u
r
g
,
I
d
a
h
o
8
3
4
4
0
NE
Q
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2
n
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&
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1
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Re
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#
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l
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\
2
0
2
5
\
1
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:
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J
a
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u
a
r
y
2
3
2
0
2
6
a
t
1
2
:
1
1
P
M
C5.40
E 2nd N Rdwy plan
Sheet Notes:
1.REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT
ITEMS. CONTRACTOR SHALL VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION.
2.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUITS AND
SLEEVES WITH RESPECTIVE CONTRACTORS.
3.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE
OF FOUNDATION, EDGE OF WALLS, SAW CUT, OR CENTER OF POST.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE
FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR A
DECISION PRIOR TO COMMENCING WITH THE WORK.
5.WHENEVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL HAVE
AN EXPANSION JOINT.
6.PROVIDE SCORE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF
THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN.
CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE
DESIGN.
7.ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND
APPROVAL. THE CONTRACTOR SHALL LAY OUT THE AREA OR FORM WORK FOR
REVIEW BY ENGINEER. AFTER REVIEW AND NECESSARY MODIFICATIONS AS
DIRECTED, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL
IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY
UNAUTHORIZED FIELD ADJUSTMENTS.
8.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE
SMOOTH AND CONTINUOUS.
9.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS SHALL BE MADE BY THE
BUILDING CONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO WITHIN 5-FT OF
BUILDING (EXCEPT AS SPECIFICALLY NOTED OTHERWISE).
1 Intersection Detail
Scale: NTS
Keynotes:
1.INSTALL TWO DIRECTIONAL RAMPS PER THE CITY OF REXBURG STANDARD DETAIL 7.
IFJJÑJBFG:Ñ
S7FLKѤ½ Ó
BFOÑGF>EK
*FÑO=SKÑJKSEVSIVÑ>JÑKLIEÑBSE:ÑKFÑ7:Ñ8FEJKIL8K:V
-=SKÑ>JÑKFÑ7:ÑVFE:ÑO>K=ÑK=:ÑJKFICÑILEF;;
R/W R/W R/W
T
T
T
EP
EP
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
UG
P
UG
P
UG
P
BO
WV
10
+
0
0
1
2
'
'
W
G
FO
UG
P
R
/
W
R/
W
R/WR/W
BREAK: 10+61.88
46+00
11
31
51
71
42
21
22
41
61
62
81
N 2ND E POLE A
COMBINATION SIGNAL & LUMINAIRE POLE
STA: 45+72.71, OFF: 57.36'R
SIGNAL MAST ARM=45'
LUMINAIRE MAST ARM=20'
TOP OF POLE FOUNDATION
Elevation4878.65
N 2ND E POLE B
COMBINATION SIGNAL & LUMINAIRE POLE
STA: 45+58.76, OFF: 46.24'L
SIGNAL MAST ARM=55'
LUMINAIRE MAST ARM=20'
TOP OF POLE FOUNDATION
Elevation???
N 2ND E POLE C
COMBINATION SIGNAL & LUMINAIRE POLE
STA: 46+58.04, OFF: 58.47'L
SIGNAL MAST ARM=45'
LUMINAIRE MAST ARM=20'
TOP OF POLE FOUNDATION
Elevation???
N 2ND E POLE D
COMBINATION SIGNAL & LUMINAIRE POLE
STA: 46+60.53, OFF: 48.60'R
SIGNAL MAST ARM=55'
LUMINAIRE MAST ARM=20'
TOP OF POLE FOUNDATION
Elevation4879.23
N 2ND E
CENTER OF CONTROLLER
CABINET AND SERVICE
PEDESTAL FOUNADTION
STA: 45+63.56, OFF: 67.90'R
Elevation4878.47
N 2nd E
N 2nd E
TE
T
O
N
R
I
V
E
R
TE
M
P
L
E
S
T
.
TE
T
O
N
R
I
V
E
R
TE
M
P
L
E
S
T
.
12
52
82
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
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P
M
C5.41
E 2nd N Signal plan
Sheet Notes:
1.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
2.REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS AND INSTALLATION
REQUIREMENTS.
3.THE LOCATIONS OF THE SERVICE CABINET AND LUMINAIRE POLES SHALL BE STAKED IN THE FIELD FOR
APPROVAL BY ACHD PRIOR TO INSTALLATION.
4.TOP OF FOUNDATION ELEVATIONS FOR ALL POLES SHALL BE FIELD VERIFIED BY THE CONTRACTOR BASED ON
THE CONSTRUCTED FINISHED GROUND ELEVATIONS.
5.CONTRACTOR TO INSTALL CCTV CABLE FROM CABINET TO THE CCTV CAMERA LOCATION. COIL 10 FEET OF
CABLE AT THE END OF THE CCTV CAMERA MAST ARM FOR TERMINATION BY ACHD. ACHD TO FURNISH THE
CCTV CAMERA, INSTALL AND ORIENT THE CCTV CAMERA. ACHD FORCES MUST BE NOTIFIED AT LEAST 5
WORKING DAYS PRIOR TO INSTALLATION.
6.CONTRACTOR TO INSTALL VIDEO DETECTION CABLE FROM CABINET TO THE VIDEO LOCATION. COIL 10 FEET OF
CABLE AT EACH LOCATION FOR TERMINATION BY ACHD. ACHD TO FURNISH VIDEO DETECTORS, DETERMINE THE
LOCATIONS, INSTALL AND ORIENT THE DEVICES, ESTABLISH THE DETECTION ZONES AND CALIBRATE THE
SYSTEMS FOR OPERATION. ACHD FORCES MUST BE NOTIFIED AT LEAST 5 WORKING DAYS PRIOR TO
INSTALLATION.
7.THE LOCATIONS OF THE SIGNAL CABINET, SERVICE PEDESTAL AND SIGNAL POLES SHALL BE FIELD VERIFIED BY
ACHD PRIOR TO INSTALLATION. ACHD MUST BE NOTIFIED AT LEAST 2 WORKING DAYS PRIOR TO INSTALLATION.
8.CONTRACTOR TO PICK UP PRE-EMPTION EQUIPMENT FROM STAR FIRE DEPARTMENT. CONTACT THE FIRE CHIEF
AT LEAST 30 WORKING DAYS PRIOR TO THE ANTICIPATED PRE-EMPTION EQUIPMENT INSTALLATION.
9.INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT
IMPROVEMENTS ONLY.
10.TRENCHING ACROSS US 44 (STATE STREET) IS PROHIBITED. ALL CONDUIT CROSSINGS SHALL BE BORED
11.CONTRACTOR TO COORDINATE WITH IDAHO POWER FOR LOCATION OF POWER SUPPLY
Traffic Signal Legend:
SIGNAL HEAD NUMBER
PROJECT NOTE NUMBER
CONDUIT RUN NUMBER
SIGNAL CABINET & SERVICE PEDESTAL
JUNCTION BOX (TYPE S40/ADA)
JUNCTION BOX (TYPE S45/ADA)
SPLICE VAULT
SIGNAL HEAD WITH BACKPLATE
PEDESTRIAN SIGNAL HEAD
RRFB DEVICE
EMERGENCY PREEMPT DETECTOR
VIDEO DETECTION CAMERA
CLOSED CIRCUIT TELEVISION CAMERA (CCTV)
MAST-ARM MOUNTED SIGN
X
X
X
Signal Head Schedule:
FY
Y
R
12"
12"
12"
11
31
G
Y
R
12"
12"
12"
21
81
G 12"
61
4241
Quadrant Diagram:
1.QUADRANT LOCATIONS AS SPECIFIED ON LUMINAIRE, SIGNAL POLE, PED BUTTON POLE OR SIGNS ARE
ESTABLISHED BASED ON THIS DIAGRAM. QUADRANTS RELATE TO PLAN ORIENTATION.
QUAD 4
QUAD 3
QUAD 2
QUAD 1
51
INSTALL JUNCTION BOX WITH NEAREST EDGE 2' FROM POWER SUPPLY (LOCATION TO BE DETERMINED). IDAHO
POWER WILL PROVIDE SERVICE CONDUCTOR TO JUNCTION BOX. CONTRACTOR TO FURNISH AND INSTALL
C0NDUCTOR FROM JUNCTION BOX TO SERVICE CABINET. CONTRACTOR TO COORDINATE POWER LOCATION
WITH IDAHO POWER. CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED COSTS.
A
82
12
62
52
32
22
G
Y
R
12"
12"
12"
71 73
Ø1
Ø2
Ø3
Ø4
Ø7
Ø6
Ø5
Ø8
Phase Diagram:
Signal Materials:
POLE POLE TYPE SIGNAL MAST
ARM LUMINAIRE SIGNAL MOUNT
LOCATION
SIGNAL MOUNTING
BRACKETS MAST ARM SIGNS PED
BUTTON FOUNDATION
(SIGNAL HEAD NO.)QUAD SEE TS-1110
A
COMBINATION SIGNAL
LUMIINAIRE
POLE HEIGHT = 35-FT
45-FT 20-FT MAST ARM
176 W LED
8.2' FROM END (31)
20.2' FROM END (41)
POLE MOUNTED (42)
ATTRO BRACKET
ASTRO BRACKET
POLE BRACKET
SNS " N 2nd E"A
B
COMBINATION SIGNAL
LUMIINAIRE
POLE HEIGHT = 35-FT
55-FT 20-FT MAST ARM
176 W LED
8.85' FROM END (11)
23.15' FROM END (21)
35.15 FROM END (22)
POLE MOUNTED (62)
ASTRO BRACKET
ASTRO BRACKET
POLE BRACKET
SNS "TETON RIVER TEMPLE
ST"
F
C
COMBINATION SIGNAL
LUMIINAIRE
POLE HEIGHT = 35-FT
45-FT 20-FT MAST ARM
176 W LED
8.1' FROM END (71)
30.1' FROM END (41)
POLE MOUNTED (42)
ASTRO BRACKET
ASTRO BRACKET
POLE BRACKET
SNS "N 2nd E"F
D
COMBINATION SIGNAL
LUMIINAIRE
POLE HEIGHT = 35-FT
55-FT 20-FT MAST ARM
176 W LED
6.0' FROM END (51)
17.3' FROM END (21)
POLE MOUNTED (22)
ASTRO BRACKET
ASTRO BRACKET
POLE BRACKET
SNS "TETON RIVER TEMPLE
ST"F
Missing elevation
Poles set back 7 ft
min.
Need more information about traffic signal.
Junction boxes in
landscape area.
Another head
required.
Luminaire over
mast arm.
Sheet notes reference from
another project.
R/
W
T
T
T
MB
IV
IV
FO
EP
CO
T
N1/2 of the SW1/4
NOT A PART
D
D
R/
W
T
T
T
MB
IV
IV
FO
EP
CO
T
N1/2 of the SW1/4
NOT A PART
D
D
RE
N
T
A
L
RE
N
T
A
L
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
10+00 11+00 12+00 13+00 14+00
15+0
0
16+
0
0
17+
0
0
18+0
0
19+00 20+00 21+00 22+00 23+00 24+00 24+89.77
R/W R/W R/W R/W
P/
L
P/
L
P/
L
P/
L
P/LP/LP/LP/LP/LP/LP/L
R/W
P/
L
P/
L
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 2
11.52 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
SD
9'
12
.
5
'
12
'
12
.
5
'
9'13'13'
13'13'
6
6
6
6
5
5
5
5
R/
W
T
T
T
IV
IV
EP
COR/
W
T
T
T
IV
IV
EP
CO
10+00 11+00 12+00 13+00 14+00
R/W R/W R/W R/W R/W R/W R/W R/W R/W
P/
L
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/
W
R/
W
SD
+60
+50
+50
+67
+40
+40
+85
+67
30+00
31
+
0
0
1
2
4
5
5
5
5
5
15
'
12
.
5
'
12
'
12
.
5
'
15
'
7
5
7
7
+62
2
3
2
5
+67
+67 +67
+61
1 1
1
+85
+50
+50
+56 +23
1
1
18+0
0
19+00 20+00
PI
R
R
PI
R
R
PI
R
R
PI
R
R
P/
L
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W
R/W R/W R/W
0.84 ACRES
+85
+85
+55
+54
40+00
41
+
0
0
2
4
5
5
5
5
5
6
6
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
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P
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C5.50
Striping & Signage
Roadway & Access
1
C5.00
3
C5
.
0
0
2
C5
.
0
0
See Sheet C1.00 - C4.00
Striping Notes:
1.CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS IN FIELD PRIOR TO
INSTALLATION. NOTIFY ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES.
2.ALL PAVEMENT STRIPING AND MARKINGS SHALL BE TWO COATS OF PAINT.
3.PAVEMENT STRIPING, MARKING, AND LEGENDS SHALL BE PER LATEST HOME DEPOT
STANDARD PLAN A24A, C, D, & E.
#Keynotes:
1.INSTALL DIRECTIONAL ARROWS PER MUTCD STANDARDS.
2.INSTALL 12" WIDE, STOP BAR STRIPING.
3.MONUMENT SIGN. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE
APPROVED AND PERMITTED BY THE CITY OF OREM. SEE EXTERIOR SIGNAGE
PACKAGE PLANS FOR MORE INFORMATION.
4.INSTALL STOP SIGN PER MUTCD STANDARDS.
5.INSTALL 6-IN WIDE WHITE STRIP PER MUTCD STANDARDS.
6.INSTALL 4" YELLOW TWO WAY LEFT TURN LANE (7' LINE -18' GAP, NOT TO SCALE)
(FOR SPEED ZONES 40 MPH OR LESS)
7.INSTALL DOUBLE YELLOW LINE PER MUTCD STANDARDS.
8.INSTALL 4-IN WIDE, SKIP LINE PER MUTCD STANDARDS.
1 Detail 1
Scale: NTS
2 Detail 2
Scale: NTS
SEE DETAIL 1 THIS
SHEET FOR DETAILS
SEE DETAIL 1 THIS
SHEET FOR DETAILS
SEE SHEETS 5.40 &
C5.41 FOR DETAILS ON
THIS INTERSECTION
TT
T
T
EG
EG
E
G
EG
EG
X X X X X X X
W
W
W
W W
R/WR/W DD
WV
TT
T
T
EG
EG
E
G
EG
EG
X X X X X X X
W
W
W
W W
R/WR/W DD
WV
10
+
0
0
11
+
0
0
+90
+62
1
46+0047+0048+0049+0050+0051+0052+0053+00
+15
+15
+25
+25
+75
+75
+75+02+58+14
11
3
33
2
444
4
3
R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/W
15
8
6
N
2
n
d
E
ID
A
H
O
A
G
C
R
E
D
I
T
F
L
C
A
AP
N
:
R
P
R
X
B
C
A
0
0
8
5
9
2
1
T
TT
MB
IV
IV
EP
EP
EP
EP EP
W
W
W
W
W
W W
WV
BO
W
WV R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/W
15
8
6
N
2
n
d
E
ID
A
H
O
A
G
C
R
E
D
I
T
F
L
C
A
AP
N
:
R
P
R
X
B
C
A
0
0
8
5
9
2
1
T
TT
MB
IV
IV
EP
EP
EP
EP EP
W
W
W
W
W
W W
WV
BO
W
WV
10
+
0
0
11
+
0
0
G
G
FO
FO
FO
+90
+62
39+0040+0041+0042+0043+0044+0045+0046+00
3
3
2
1 1 1
3 3
3
4 4
4
+37 +52 +67
+61
+30
+61+99+11
+10+61
+61
+61 Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
Re
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g
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I
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8
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0
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5
\
1
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5
0
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1
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1
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P
M
C5.51
Striping Plan
N 2nd E
Se
e
B
e
l
o
w
Striping Notes:
1.CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS IN FIELD PRIOR TO
INSTALLATION. NOTIFY ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES.
2.ALL PAVEMENT STRIPING AND MARKINGS SHALL BE TWO COATS OF PAINT.
3.OBLITERATE COMPLETELY EXISTING STRIPING NECESSARY TO PROVIDE NEW
STRIPING.
#Keynotes:
1.INSTALL DIRECTIONAL ARROWS PER MUTCD STANDARDS.
2.INSTALL 24-IN WIDE, STOP BAR STRIPING.
3.INSTALL 6-IN WIDE WHITE STRIPE PER MUTCD STANDARDS.
4.INSTALL DOUBLE YELLOW LINE PER MUTCD STANDARDS.
Se
e
A
b
o
v
e
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EG EG
EGEGEGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
UGP
R
/
W
R/
W
EMTR
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
4895
4890
4885
4
8
7
9
4880
487
9
48
7
9
48
8
0
CULTIVATED WHEAT FIELD
GR
A
V
E
L
R
O
A
D
AS
P
H
A
L
T
12''SD12''SD
6'
'
S
D
6'
'
S
D
15''SD15''SD18''SD18''SD18''SD18''SD SD
SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W8''W8''W8''W8''W8''W8''W8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
18''SD 15''SD 15''SD 15''SD 15''SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
12
'
'
S
D
8'
'
W
8'
'
W
10
'
'
W
10
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
S
D
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
NVA
N
VA
NVA
N
VA
NVA
N
VA
NVA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
G
G
G
G
G
FO
FO
FO
FO
FO
FO
UGP
UGP
UGP
G G GFOFOFOFOUGPUGP
18+0
0
19+00 20+00
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
TRUCK
DOCK
SEASONAL
(10,299 SF)
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
6'
'
S
S
6'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
SSSS
12''W12''W
SS
SS
12''W SAN
8''SS8''SS8''SS8''SS8''SS SAN
18''SD
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
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R
V
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E
D
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V
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D
RE
S
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D
RE
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D
RE
S
E
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V
E
D
RE
S
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V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
GMTR
GIRR
GIRR
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
SAN
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SAN
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EG EG
EGEGEGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
UGP
R
/
W
R/
W
EMTR
E
E
D
N89°48'54"E
93.21'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
4
'
1
4
"
W
26
3
2
.
2
2
'
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
S0
0
°
1
4
'
0
2
"
E
1
3
1
6
.
1
7
'
906.79'
4895
4890
4885
4
8
7
9
4880
487
9
48
7
9
48
8
0
CULTIVATED WHEAT FIELD
GR
A
V
E
L
R
O
A
D
AS
P
H
A
L
T
1 1
22
Horizontal Scale:
0 40'80'
1" = 40'
Gravity Irrigation Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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C6.00
Gravity Irrigation Plan
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF REXBURG
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, FREMONT MADISON IRRIGATION
DISTRICT SPECIFICATIONS, AND THESE PLANS.
2.CONTRACTOR SHALL NOTIFY FREMONT MADISON IRRIGATION DISTRICT AND THE
ENGINEER TWO (2) WORKING DAYS PRIOR TO BEGINNING WORK. ALL TRENCHES SHALL
BE LEFT OPEN FOR OBSERVATION. A MINIMUM OF 48-HOURS ADVANCE NOTICE IS
REQUIRED FOR ALL INSPECTIONS.
3.FINAL APPROVAL AND ACCEPTANCE OF FREMONT MADISON IRRIGATION DISTRICTS
FACILITIES SHALL BE BY THE DISTRICT OR THEIR ENGINEER. THE CONTRACTOR SHALL
REQUEST A WALKTHROUGH WITH THE FREMONT MADISON IRRIGATION DISTRICT.
4.FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY.
5.ALL PIPE SHALL BE ANSI/AWWA C900, PRESSURE CLASS 150 PVC, OR CLASS V RCP
WITH RUBBER GASKETED JOINTS, AS NOTED ON PLANS.
6.PIPE BEDDING AND BACKFILL SHALL BE PER ISPWC SECTION 305. ALL RCP PIPE SHALL
UTILIZE A CLASS B-2 BEDDING SYSTEM, ALL PVC PIPE SHALL UTILIZE A CLASS A-1
BEDDING SYSTEM.
7.PIPE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SECTION 501 PART 3.4.
8.ALL BOXES SHALL BE CAST IN PLACE REINFORCED CONCRETE. CONCRETE MIX DESIGN
SHALL BE CLASS 4000 PER ISPWC SECTION 703. ALL BOXES SHALL HAVE FIBERGLASS
MANHOLE STEPS INSTALLED ON THE UPSTREAM SIDE OF THE STRUCTURE. BOXES
SHALL BE PLACED ON A MINIMUM OF 4-INCHES OF TYPE I BEDDING ON PREPARED
SUBGRADE PER ISPWC SECTION 305 - PIPE BEDDING, AND EXTEND A MINIMUM OF 12-IN
BEYOND THE LIMITS OF THE BOX.
9.REFER TO SHEET C6.50 FOR ADDITIONAL NOTES AND DETAILS.
10.EXCEPT WHERE NECESSARY FOR INSTALLATION OF PIPE OR STRUCTURES, EXISTING
CANALS AND DITCHES SHALL BE PRESERVED. BACKFILL AND REMOVAL OF EXISTING
CANALS SHALL BE PART OF THE OVERALL SITE IMPROVEMENTS.
11.EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.
12.SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AS INDICATED BY THE
FOLLOWING ABBREVIATIONS:
FG-FINISHED GRAVEL SURFACE
FL-FLOW LINE OF DITCH OR CANAL
TB-TOB OF BANK
MX-MATCH EXISTING
Sheet Notes:
1.INSTALL INTAKE HEAD GATE PER DETAIL 1/C6.50.
2.INSTALL PUMP STATION AND STRUCTURES PER DETAIL 2/C6.50.
Utility Keynotes:#
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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C6.50
Details
Gravity Irrigation
#4 BARS (7) ALONG ENTIRE
LENGTH OF FOOTING
HOOK VERTICAL #4 BARS
AROUND MIDDLE HORIZONTAL
#4 BAR IN FOOTING
1'
-
6
"
4'-8"#4 BAR AT 16"
O.C. TRANSVERSE
Headwall Footing
GENERAL NOTES:
1.PROVIDE A MINIMUM OF 2" COVER OVER REBAR (3" IF POURED AGAINST BARE EARTH).
2.ALL CONCRETE TO BE MIN. CLASS 4000 PER ISPWC SECTION 703.
3.CONSTRUCT 1/2" CHAMFER ON ALL EXPOSED VERTICAL EDGES, MIN. 1/4" RADIUS TOOL ON ALL EXPOSED HORIZONTAL EDGES.
4.PATCH ALL EXPOSED SNAP-TIE HOLES OR OTHER CAVITIES TO PROVIDE DURABLE SURFACE WHERE IT IS EXPECTED TO BE EXPOSED TO VIEW OR WEATHER.
5.MIN. WALL THICKNESS IS 8". PROVIDE #4 REBAR ON 8" CENTERS EACH WAY, UNLESS SHOWN OTHERWISE.
6.WINGWALLS SHALL EXTEND INTO THE TOP OF BANK AN MINIMUM OF 1 FOOT AND BE 4 INCHES BELOW THE TOP OF BANK AT THE TIE IN.
7.PLACE 5-IN ROUND COBBLE RIP-RAP FROM HEADWALL INLET PIPE TO END OF EAST WING WALL AS SHOWN. RIP-RAP SHALL EXTEND FROM FLOW LINE OF CANAL TO TOP OF BANK. COMPACT COBBLES INTO NATIVE GROUND.
8.BACKFILL BEHIND WING WALLS WITH 50/50 MIX OF NATIVE SOIL AND BENTONITE. NATIVE SOILS SHALL BE FREE FROM DEBRIS, ORGANICS, COBBLES OR BOULDER WITH A GREATEST DIMENSION EXCEED 3 INCHES.
8
"
T
Y
P
.
8
"
8
"
T
Y
P
.
3
"
C
L
R
.
FINISH GRADE
5'
-
6
"
EXISTING TOP OF CANAL
(EAST BANK)
EXISTING TOP OF CANAL
(WEST BANK)
EAST WING WALL
WEST WING WALL
TOP OF WALL
ELEV: 2434.50
12" PVC IE IN:
12" WATERMAN C-10 CANAL GATE. PLACE HAND WHEEL 6" ABOVE
TOP OF WALL. CAST IN SPIGOT BACK-RING INTO HEADWALL POUR.
4'
-
9
1 2"
4'
-
2
"
FOOTING. SEE DETAIL
12" BASE, 3
4" CRUSHED AGGREGATE
PER ISPWC 803. COMPACTED TO
95% MAX DRY DENSITY ASTM D698
STEEL REINFORCEMENT.
SEE NOTE 5
TOP OF WEST WALL
ELEV: 2432.67
SEE NOTE 6.
TOP OF EAST WALL. ELEV: 2433.30
SEE NOTE 6.
Section A-A
A A
COMPACT
NATIVE
MATERIAL
RIP-RAP.
SEE NOTE 7.
6
"
M
I
N
.
6
"
Scale: NTS
Inlet Headwall Detail1
LEVEL TRANSDUCER
10' MIN
ESTIMATED WATER LEVEL
EL: 2542.00'±
12" C900 FROM POND
IE: 2535.00'
2'
TOP OF BOX: 2547.75±
6'
5'
12" CHAMFER AT BOTTOMS OF ALL VAULTS (TYP.)2'
M
I
N
.
10
'
M
I
N
.
BOTTOM OF SUMP
EL: 2530.00'
12" C900 FROM POND INTAKE
SCREEN TO WET WELL
PUMP STATION BY PPS, WITH
SKID & ENCLOSURE.
WET WELL
INTAKE BOX
Pump Station Keynotes:#
1.SKID, 6" THICK CONCRETE SLAB WITH 6" DEPTH OF BASE COURSE PER ISPWC DIVISION 703. SEE DIMENSIONS ON
PLAN.
2.1-1/2" POLYETHELN FILTER FLUSH LINE ROUTE TO INTAKE VAULT.
3.6" POWDER COATED STEEL PIPE WITH FLANGE CONNECTION. CONNECT TO 8" PVC PRESSURE IRRIGATION MAINLINE
AS SHOWN ON PLANS.
4.STRUCTURE BY SITE WORK CONTRACTOR.
5.6" DEPTH BASE COURSE PER SPECIFICATION SECTION 31 20 00. EXTEND 12" BEYOND ALL EDGES.
6.12" C900 PVC PIPE. ENSURE WATER TIGHT SEAL AT ALL VAULT PENETRATIONS.
7.ROMAC ROMAGRIP PVC TO FLANGE CONNECTION OR APPROVED EQUAL.
8.CLEMONS INTAKE SCREEN CW800 WITH #18 MESH SCREEN. INSTALL WITH FLANGE COUPLING. ROUTE CLASS 200
POLY 1-1/2" FLUSH LINE FROM PUMP STATION TO CLEMONS FILTER.
9.12" WATERMAN C-10 CANAL GATE. PLACE HAND WHEEL 6" ABOVE TOP OF WALL. CAST IN SPIGOT BACK-RING INTO
HEADWALL POUR.
10.COMPRESSED AIR LINE TO POND AERATION SEE SHEET L1.06 LANDSCAPE PLAN - AREA C
1
2
3
3
4
4
5
5
6
6
8
7
7
10
10
FINISH GRADE
FG: 2545.75±
2.
5
'
Scale: 3/8" = 1'
Pump Station - Section2
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EG EG
EGEGEGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
UGP
R
/
W
R/
W
EMTR
E
E
D
4895
4890
4885
4
8
7
9
4880
487
9
48
7
9
48
8
0
CULTIVATED WHEAT FIELD
GR
A
V
E
L
R
O
A
D
AS
P
H
A
L
T
12''SD12''SD
6'
'
S
D
6'
'
S
D
15''SD15''SD18''SD18''SD18''SD18''SD SD
SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W8''W8''W8''W8''W8''W8''W8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
18''SD 15''SD 15''SD 15''SD 15''SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
12
'
'
S
D
8'
'
W
8'
'
W
10
'
'
W
10
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
S
D
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
NVA
N
VA
NVA
N
VA
NVA
N
VA
NVA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
G
G
G
G
G
FO
FO
FO
FO
FO
FO
UGP
UGP
UGP
G G GFOFOFOFOUGPUGP
18+0
0
19+00 20+00
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
TRUCK
DOCK
SEASONAL
(10,299 SF)
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
6'
'
S
S
6'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
SSSS
12''W12''W
SS
SS
12''W SAN
8''SS8''SS8''SS8''SS8''SS SAN
18''SD
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
GMTR
GIRR
HG
GIRR
HG
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
SAN
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SAN
T
T
T
G
T
T
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
FO
FO
FO
FO
FO
EG EG
EGEGEGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
EG
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
TO
E
T
T
T
T
T
T
T
T
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UGP
UGP
R
/
W
R/
W
EMTR
E
E
D
4895
4890
4885
4
8
7
9
4880
487
9
48
7
9
48
8
0
CULTIVATED WHEAT FIELD
GR
A
V
E
L
R
O
A
D
AS
P
H
A
L
T
1
11
2
22
43
Sheet Notes:
A.INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND
TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND
ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE.
THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR
TO BACKFILLING.
B.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER
MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF
TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
C.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER
SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT
IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO
CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE
IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION
430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
D.INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES
WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR
NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE
BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE
TOP OF THE PIPE.
E.LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE
WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.
F.LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING
DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO
BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,
PRIVATE ROADWAYS AND TRAVELWAYS.
G.INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN
THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE
MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)
AND THE CITY OF MERIDIAN WATER DEPARTMENT.
H.ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS
AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS
Pressure Irrigation Keynotes:
1.POTABLE WATER MAIN CROSSING - SEE NOTE N0. C ON THIS SHEET.
2.C900 PVC SLEEVE / CONDUIT. DIAMETER SHALL BE TWO TIMES THE DIAMETER OF THE
PRESSURE IRRIGATION PIPE. SLEEVES SHALL RUN FROM VALVE TO VALVE FOR ALL
ROADWAY CROSSINGS.
3.INSTALL PUMP STATION PER DETAIL 1 /C7.50.
4.INSTALL PUMP STATION PER DETAIL 3 /C7.50.
Pressure Irrigation Notes:
A.THE SUBDIVISION WILL OWN AND OPERATE THE PIRR SYSTEM. THE PRIMARY SOURCE
OF IRRIGATION WILL BE WATER RIGHTS TAKEN FROM THE TETON ISLAND CANAL (SEE
GRAVITY IRRIGATION PLANS).
B.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE
LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
#
Legend Keynotes:
GATE VALVE PER DETAIL 2/C7.50.
Horizontal Scale:
0 40'80'
1" = 40'
Pressurized Irrigation Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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C7.00
Pressurized Irrigation Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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C7.50
Pressurized Irrigation
Details
PVC MAINLINE
DUCTILE IRON TEE
LEEMCO SPIGOT x BELL
SELF-RESTAINED, RESILIENT
WEDGE GATE VALVE
6" ADS, LENGTH AS REQUIRED
6" DEPTH 3/4" CRUSHED
AGGREGATE
FILTER FABRIC BARRIER
10" ROUND VALVE BOX
FINISH GRADE
MAINLINE ISOLATION VALVE
NTSSCALE:
NOTE:
1.REFER TO JOINT RESTRAINT CHART FOR MORE
INFORMATION, DETAIL
BRICK PAVERS (1 OF 3)
21Pump Station 1 Holder Place
Scale: NTS 3 Pump Station 2 Holder Place
Scale: NTS
T
T
T
G
T
T
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
R
/
W
R/
W
E
E
D
T
T
T
G
T
T
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EGEGEGEG
EG
EG
EG
EG
EG
EG
EG
EG
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
EG
EG
EG
EG
EG
EG
EG
E
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
R
/
W
R/
W
E
E
D
12''SD12''SD
6'
'
S
D
6'
'
S
D
15''SD15''SD18''SD18''SD18''SD18''SD SD
SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W8''W8''W8''W8''W8''W8''W8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
18''SD 15''SD 15''SD 15''SD 15''SD
8'
'
W
8'
'
W
8'
'
W
8'
'
W
12
'
'
S
D
8'
'
W
8'
'
W
10
'
'
W
10
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
S
D
LO
A
D
-
N
-
G
O
LO
A
D
-
N
-
G
O
VA
N
YI
E
L
D
YI
E
L
D
ST
O
P
ST
O
P
YI
E
L
D
YI
E
L
D
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
RE
N
T
A
L
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED
STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING
STAGINGSTAGINGSTAGINGSTAGING
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
UGP
UGP
UGP
UGP
GFO FOUGP
VA
N
LOADING ZONE
SALES/DISPLAYSSALES/DISPLAYSSALES/DISPLAYS
SALES/DISPLAYSSALES/DISPLAYS
ST
A
G
I
N
G
ST
A
G
I
N
G
ST
A
G
I
N
G
TRUCK
DOCK
SEASONAL
(10,299 SF)
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
6'
'
S
S
6'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
SS
12''W
SS
SS
12''W SAN
SAN
8''SS8''SS8''SS8''SS8''SS SAN
18''SD
SD SD
SD
SD
SD
SD
MTR MTR
SDSD
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
RE
S
E
R
V
E
D
LOADING ZONELOADING ZONELOADING ZONE
SD
SD
SD
G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
GMTR
GIRR
GIRR
GIRR
GIRR
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PI
R
R
PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR
SAN
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SAN
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 4 BLOCK 1
0.84 ACRES
LOT 3 BLOCK 1
1.92 ACRES
R/W 1
2.89 ACRES
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
NO
R
T
H
2
N
D
E
A
S
T
NO
R
T
H
2
N
D
E
A
S
T
STAGINGSTAGING STAGING
CANAL EASEMENT - REFER TO SHEET C1.00 CANAL EASEMENT - REFER TO SHEET C1.00 CANAL EASEMENT - REFER TO SHEET C1.00
TETON ISLAND CANAL TETON ISLAND CANAL
CONSTRUCTION
NOT FOR
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L1.00
Landscape Plan
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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1
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0
Horizontal Scale:
0 40'80'
1" = 40'
Construction Documents-Landscape Plan
SYMBOL BOTANICAL NAME COMMON NAME SIZE
CLASS I TREES
CRATAEGUS PHAENOPYRUM
25`H X 25`W WASHINGTON HAWTHORN 2" CAL.
PRUNUS VIRGINIANA `CANADA RED`
25`H X 20'W
3 OR 5 STEMS
CANADA RED CHOKECHERRY 2" CAL.
CLASS II TREES
ACER RUBRUM 'OCTOBER GLORY'
45'H X 35'W OCTOBER GLORY RED MAPLE 2" CAL.
CARPINUS BETULUS 'COLUMNARIS'
35'H X 15'W COLUMNAR EUROPEAN HORNBEAM 2" CAL.
LIRIODENDRON TULIPIFERA 'ARNOLD'
55'H X 15'W ARNOLD TULIP POPLAR 2" CAL.
TILIA TOMENTOSA `STERLING`
60`H X 40`W STERLING SILVER LINDEN 2" CAL.
ZELKOVA SERRATA `VILLAGE GREEN`
50'H X 40'W VILLAGE GREEN JAPANESE ZELKOVA 2" CAL.
CLASS III TREES
QUERCUS MACROCARPA `JFS-KW3` TM
55`H X 25`W URBAN PINNACLE OAK 2" CAL.
CONIFERS
PICEA PUNGENS 'FAT ALBERT'
40'H X 20'W FAT ALBERT COLORADO SPRUCE 6` HT.
PINUS NIGRA `OREGON GREEN`
20`H X 15`W OREGON GREEN AUSTRIAN PINE 6` HT.
SHRUBS
BERBERIS THUNBERGII 'ROSE GLOW'
3'H X 4'W ROSE GLOW JAPANESE BARBERRY 3 GAL.
BUXUS X `GREEN MOUNTAIN`
4'H X 3'W BOXWOOD 3 GAL.
CORNUS SERICEA `ISANTI`
4`H X 5`W ISANTI REDOSIER DOGWOOD 3 GAL.
FALLUGIA PARADOXA
5'H X 4'W APACHE PLUME 3 GAL.
HEMEROCALLIS X 'HAPPY RETURNS'
2'H X 2'W HAPPY RETURNS DAYLILY 2 GAL.
PHILADELPHUS X VIRGINALIS 'NATCHEZ'
8' H X 6' W NATCHEZ MOCK ORANGE 5 GAL.
PHYSOCARPUS OPULIFOLIUS 'MONLO'
6'H X 6'W DIABOLO® NINEBARK 3 GAL.
PHYSOCARPUS OPULIFOLIUS 'SEWARD' TM
5'H X 5'W SUMMER WINE NINEBARK 3 GAL.
PINUS MUGO `PUMILIO`
4`H X 6`W MUGO PINE 3 GAL.
PURSHIA TRIDENTATA
5'H X 6'W ANTELOPE BITTERBRUSH 3 GAL.
RHUS AROMATICA `GRO-LOW`
2`H X 6`W GRO-LOW FRAGRANT SUMAC 3 GAL.
SAMBUCUS NIGRA 'BLACK LACE'
8'H X 8'W BLACK LACE ELDERBERRY 5 GAL.
SHEPHERDIA ROTUNDIFOLIA
5'H X 5'W ROUNDLEAF BUFFALOBERRY 3 GAL.
SPIRAEA JAPONICA 'GOLDFLAME'
3'H X 4'W GOLDFLAME JAPANESE SPIREA 3 GAL.
VIBURNUM DENTATUM 'ARROWWOOD'
8'H X 8'W ARROWWOOD VIBURNUM 5 GAL.
GRASSES
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`
4`H X 2`W FEATHER REED GRASS 1 GAL.
FESTUCA OVINA GLAUCA 'SEA URCHIN'
1'H X 1'W SEA URCHIN BLUE FESCUE 1 GAL.
PANICUM VIRGATUM `HEAVY METAL`
4`H X 3`W HEAVY METAL SWITCH GRASS 1 GAL.
PLANT SCHEDULE
Material Legend:
MINIMUM 4-INCH DEPTH
1.5" CRUSHED BASALT
ROCK MULCH
LARGE GRANITE BOULDERS,
3'-4' DIA. TYP. SEE DETAIL
4/L1.50.
CONSTRUCTION
NOT FOR
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L1.50
Landscape Details
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
CONSTRUCTION
NOT FOR
50% CD
01-23-2026
125092.00
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NOTES:
1.THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS
RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN
STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE
YEAR WARRANTY PERIOD.
2.IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO
NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
3.LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO
INSTALLATION OF PLANT MATERIAL.
4.WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE
STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH
GALVANIZED NAILS TO PREVENT SLIPPAGE.
5.WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
6.IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE
ARCHITECT IMMEDIATELY.
PREVAILING WIND DIRECTION
REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO
INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS;
IMPROPERLY PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.
SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL
COMMERCIAL SLOW RELEASE FERTILIZER TABLETS
BACKFILL WITH SOIL PLANTING MIX. SEE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
MULCH LAYER, KEEP MULCH 3" AWAY FROM
TRUNK
2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.
RUBBER CINCH TIE
FINISH GRADE
ROOT PROBE
SOIL LINE
UTILIZE SOIL/ROOT PROBE AROUND TRUNK
(APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE
HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE
POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL.
REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP
12 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC
FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO
WRAP THE ROOTBALL, IT SHALL BE COMPLETELY
REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE
LEFT ON THE BOTTOM OF THE ROOTBALL.
2x ROOTBALL DIAMETER
3x ROOTBALL DIAMETER
6"
TREE WRAP TRUNK PROTECTION,
REMOVE AFTER INSTALLATION
3"
1 Deciduous Tree Planting
Scale: NTS
NOTES:
1.THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS
RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN
STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE
YEAR WARRANTY PERIOD.
2.IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO
NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.
3.LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO
INSTALLATION OF PLANT MATERIAL.
4.WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR
FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO
PREVENT SLIPPAGE.
5.WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
6.IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE
ARCHITECT IMMEDIATELY.
PREVAILING WIND DIRECTION
REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO
INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS;
IMPROPERLY PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.
SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL
COMMERCIAL SLOW RELEASE FERTILIZER TABLETS
BACKFILL WITH SOIL PLANTING MIX. SEE
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
MULCH LAYER, KEEP MULCH 3" AWAY FROM
TRUNK
2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.
RUBBER CINCH TIE
FINISH GRADE
ROOT PROBE
SOIL LINE
UTILIZE SOIL/ROOT PROBE AROUND TRUNK
(APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE
HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE
POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL.
REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP
12 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC
FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO
WRAP THE ROOTBALL, IT SHALL BE COMPLETELY
REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE
LEFT ON THE BOTTOM OF THE ROOTBALL.
2x ROOTBALL DIAMETER
3x ROOTBALL DIAMETER
3"
2 Coniferous Tree Planting
Scale: NTS
4"
M
I
N
.
DE
P
T
H
BACKFILL WITH SOIL PLANTING
MIX. SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
WATER RETENTION
BASINMULCH LAYER
COMMERCIAL
FERTILIZER TABLETS
3 Shrub Planting
Scale: NTS
NOTES:
1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL.
2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.
3. CLEAN ALL BOULDERS OF DIRT AND LOOSE DEBRIS.
4. WHEN PLACING BOULDERS, BURY 1/4 TO 1/3 OF BOULDER BELOW FINISH GRADE.
5. DO NOT SCAR OR DAMAGE BOULDERS.
FINISH GRADE
COMPACTED SUBGRADE AS
REQUIRED
BOULDER, LOCATED, SIZE AND TYPE PER
PLANS.
SHRUB
4 Boulder Installation
Scale: NTS