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Home My WebLink AboutINFRASTRUCTURE 1.26.26 - 26-00073 - Home Depot Subdivision - Approx 1600 N 2nd E - PlatCONSTRUCTION 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: Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 0 . 0 0 c o v e r . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 0 9 P M C0.00 Cover SITE E MOODY RD E MOODY RD E 3000 NN 4000 W N 1 0 0 0 W N 5 t h W N 2 n d E S 7 t h W 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 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 CONSTRUCTION NOT FOR Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 0 . 0 1 s t a n d a r d n o t e s . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 3 P M C0.01 Standard Notes 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 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 X TO E TO E TO E T O E TO E TO E CO T T OH P OH P OH P OH P OH P UGP W W W 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 E 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 0 ° 1 4 ' 0 2 " W 2 0 8 . 7 1 ' S89°45'58"W 203.71' N00°14'02"W 30.00' N0 0 ° 1 4 ' 0 2 " W 6 4 9 . 0 2 ' N0 0 ° 1 4 ' 1 4 " W 26 3 2 . 2 2 ' N89°45'58"E 203.71' 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 ' S0 0 ° 1 4 ' 0 2 " E 13 1 6 . 1 6 ' S89°46'29"W 50.00' 1218.59' 950.00' 1218.59'906.79'97.53' 97.60' S0 0 ° 1 4 ' 2 1 " E 1 3 1 5 . 1 8 ' 316.19' 316.12' WV WV WVWV BO W WV 50' DISTANCE TO NEAREST INTERSECTION 489 9 4895 4890 4885 48 8 1 48 8 0 48 8 0 4 8 7 9 4880 488 0 487 9 48 7 9 48 8 1 4881 4881 488 1 48 8 0 48 8 0 4878 4878 4878 4878 48 8 0 487 8 N0 0 ° 1 4 ' 1 1 " W 2 6 3 0 . 4 8 ' CULTIVATED WHEAT FIELD CULTIVATED WHEAT FIELD GR A V E L R O A D AS P H A L T AS P H A L T SSMH RIM:4879.14' 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 NOT FOR Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 0 . 1 0 e x i s t i n g c o n d i t i o n s . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 0 P M C0.10 Existing Conditions 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 Horizontal Scale: 0 100'200' 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 E D WV TIE LINE UNDERGROUND TELEPHONE LINE ADJACENT PROPERTY LINE PROPOSED PROPERTY LINE CONCRETE AREA CURB AND GUTTER W UGP T SD FO R/W EP EXISTING GROUND CONTOUR SIGN EXISTING BUILDING Legend: TOP TOE TOP OF DITCH BOTTOM OF DITCH TP TEST PIT STEEL POWER POLE SS R/W R/W R/W R/WR/W SI X T E E N T H L I N E N 2 n d E HA R R I S F A M I L Y T R U S T AP N : R P 0 6 N 4 0 E 0 8 4 8 0 3 76 . 7 8 A c r e s ± 15 8 6 N 2 n d E BA L L S A N D R A H FA M I L Y T R U S T U T A AP N : R P S 6 N 4 0 E 0 8 4 2 0 2 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 N 2 n d E MO U N T A I N G O L D I N C AP N : R P R X B C A 0 0 8 6 6 0 6 30 ' I T D E A S E M E N T EX C E P T I O N 1 8 & 1 9 2' T SG TTT T T TT G T T MB IV IV EP EP TO E TO E TO E T O E TO E TO E TO E TO E TO E TO E TO E TO E 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 E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E 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 XTOE TOETOE TOETOETOETOETOE CO TT OHP OHPOHPOHPOHPOHPOHP OHP OHP U G P W W W 50 ' R O W EX C E P T I O N 1 2 RO W V A R I E S EX C E P T I O N 1 2 & 1 7 N1 / 2 o f t h e S W 1 / 4 ID A H O F A R M L E A S E BL A N K E T I N N A T U R E EX C E P T I O N 1 6 DE V E L O P M E N T A G R E E M E N T AN N E X T O S U G A R C I T Y EA S T O F L I N E EX C E P T I O N 2 0 DE V E L O P M E N T A G R E E M E N T AN N E X T O R E X B U R G WE S T O F L I N E EX C E P T I O N 2 0 EP EP EP EMTR E E EMTRE E NO T A P A R T DD DD PE R P E N D I N G R E C O R D o f S U R V E Y N8 9 ° 4 8 ' 5 4 " E 93 . 2 1 ' N8 9 ° 4 8 ' 5 4 " E 2 5 3 9 . 0 4 ' S8 9 ° 4 6 ' 2 9 " W 2 5 8 2 . 3 7 ' N00°14'02"W 208.71' S8 9 ° 4 5 ' 5 8 " W 2 0 3 . 7 1 ' N00°14'02"W 30.00' N00°14'02"W 649.02' N00°14'14"W 2632.22' N8 9 ° 4 5 ' 5 8 " E 2 0 3 . 7 1 ' N05°31'34"E 430.5 4 ' S00°14'02"E 1316.17' S00°14'02"E 1316.16' S89°46'29"W 50.00' 95 0 . 0 0 ' 90 6 . 7 9 ' 97 . 5 3 ' 97 . 6 0 ' S00°14'21"E 1315.18' 31 6 . 1 9 ' 31 6 . 1 2 ' WV WV BO W WV 50 ' D I S T A N C E TO N E A R E S T IN T E R S E C T I O N N00°14'11"W 2630.48' CU L T I V A T E D W H E A T F I E L D CU L T I V A T E D W H E A T F I E L D GRAVEL ROAD ASPHALT ASPHALT SS M H R I M : 4 8 7 9 . 1 4 ' 8" P V C I E - N T H : 4 8 6 3 . 5 5 ' 8" P V C I E - T H R U : 4 8 6 3 . 5 4 ' SS SD M H R I M : 4 8 8 0 . 5 9 ' 12 " P V C I E - W S T / S T H : 4 8 7 6 . 9 2 ' SD M H R I M : 4 8 8 0 . 7 2 ' 12 " P V C I E - W S T / S T H : 4 8 7 7 . 0 2 ' SS R/W R/W R/W R/WR/W SI X T E E N T H L I N E N 2 n d E HA R R I S F A M I L Y T R U S T AP N : R P 0 6 N 4 0 E 0 8 4 8 0 3 76 . 7 8 A c r e s ± 15 8 6 N 2 n d E BA L L S A N D R A H FA M I L Y T R U S T U T A AP N : R P S 6 N 4 0 E 0 8 4 2 0 2 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 N 2 n d E MO U N T A I N G O L D I N C AP N : R P R X B C A 0 0 8 6 6 0 6 30 ' I T D E A S E M E N T EX C E P T I O N 1 8 & 1 9 2' T SG TTT T T TT G T T MB IV IV EP EP TO E TO E TO E T O E TO E TO E TO E TO E TO E TO E TO E TO E 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 E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E 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 XTOE TOETOE TOETOETOETOETOE CO TT OHP OHPOHPOHPOHPOHPOHP OHP OHP U G P W W W 50 ' R O W EX C E P T I O N 1 2 RO W V A R I E S EX C E P T I O N 1 2 & 1 7 N1 / 2 o f t h e S W 1 / 4 ID A H O F A R M L E A S E BL A N K E T I N N A T U R E EX C E P T I O N 1 6 DE V E L O P M E N T A G R E E M E N T AN N E X T O S U G A R C I T Y EA S T O F L I N E EX C E P T I O N 2 0 DE V E L O P M E N T A G R E E M E N T AN N E X T O R E X B U R G WE S T O F L I N E EX C E P T I O N 2 0 EP EP EP EMTR E E EMTRE E NO T A P A R T DD DD PE R P E N D I N G R E C O R D o f S U R V E Y N8 9 ° 4 8 ' 5 4 " E 93 . 2 1 ' N8 9 ° 4 8 ' 5 4 " E 2 5 3 9 . 0 4 ' S8 9 ° 4 6 ' 2 9 " W 2 5 8 2 . 3 7 ' N00°14'02"W 208.71' S8 9 ° 4 5 ' 5 8 " W 2 0 3 . 7 1 ' N00°14'02"W 30.00' N00°14'02"W 649.02' N00°14'14"W 2632.22' N8 9 ° 4 5 ' 5 8 " E 2 0 3 . 7 1 ' N05°31'34"E 430.5 4 ' S00°14'02"E 1316.17' S00°14'02"E 1316.16' S89°46'29"W 50.00' 95 0 . 0 0 ' 90 6 . 7 9 ' 97 . 5 3 ' 97 . 6 0 ' S00°14'21"E 1315.18' 31 6 . 1 9 ' 31 6 . 1 2 ' WV WV BO W WV 50 ' D I S T A N C E TO N E A R E S T IN T E R S E C T I O N N00°14'11"W 2630.48' CU L T I V A T E D W H E A T F I E L D CU L T I V A T E D W H E A T F I E L D GRAVEL ROAD ASPHALT ASPHALT SS M H R I M : 4 8 7 9 . 1 4 ' 8" P V C I E - N T H : 4 8 6 3 . 5 5 ' 8" P V C I E - T H R U : 4 8 6 3 . 5 4 ' SS SD M H R I M : 4 8 8 0 . 5 9 ' 12 " P V C I E - W S T / S T H : 4 8 7 6 . 9 2 ' SD M H R I M : 4 8 8 0 . 7 2 ' 12 " P V C I E - W S T / S T H : 4 8 7 7 . 0 2 ' 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 ST A G I N G ST A G I N G ST A G I N G ST A G I N G CA N T I L E V E R R A C K ST A G I N G ST A G I N G ST A G I N G ST A G I N G ST A G I N G 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 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 24 + 8 9 . 7 7 VAN LO A D I N G Z O N E SA L E S / D I S P L A Y S SA L E S / D I S P L A Y S SA L E S / D I S P L A Y S SA L E S / D I S P L A Y S SA L E S / D I S P L A Y S STAGINGSTAGINGSTAGING GA R D E N C E N T E R (2 8 , 1 5 7 S F ) TH E H O M E D E P O T BU I L D I N G : 1 0 6 , 6 5 1 S F TR U C K D O C K SE A S O N A L (1 0 , 2 9 9 S F ) 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 LO A D I N G Z O N E LO A D I N G Z O N E LO A D I N G Z O N E SD SD SD SD SDSD G G G G G G G G GMTR GI R RHG GI R RHG 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 R/ W R/ W R/ W P/LP/L P/L P/ L P/ L P/ L P/ L P/ L P/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 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 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/WR/WR/WR/WR/WR/WR/W R/W 2 0.01 ACRES SD CONSTRUCTION NOT FOR Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 0 . 5 0 o v e r a l l s i t e p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 2 P M C0.20 Overall 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 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 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 Te t o n R i v e r Te m p l e S t E 1 5 t h N 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 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 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 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 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 0 . 5 0 s w p p p . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 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 h 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 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 0 . 5 0 s w p p p . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 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 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 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 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 0 . 5 0 s w p p p . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 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 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 Horizontal Scale: 0 50'100' 1" = 50' ESC Plan-Paving and Construction Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 0 . 5 0 s w p p p . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 2 P M 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 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 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 l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 1 . 0 0 s i t e m a t e r i a l s p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 2 P M 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 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 Horizontal Scale: 0 40'80' 1" = 40' Construction Documents-Site Materials Plan See Sheet C5.00 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 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 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 Y P 11 7 ' 45 ' 9' 54 ' 8' 6' 11 7 ' 9' T Y P 2.5 ' 10 9 . 1 2 ' 10 9 . 1 2 ' 13 5 ' 14 4 ' 14 4 ' 14 4 ' 9' T Y P 9' T Y P 63 ' 9' 35 ' 6' 8' 8' 8' 8' 62 ' 12 ' 10 ' 26 ' 9' 12 ' 14 4 ' 9' T Y P 9' T Y P 9' T Y 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 Y P 9' T Y P 9' T Y P 9' T Y P 137.1' 12 4 . 0 2 ' 26' TETON ISLAND CANAL N 2 n d E A S T 10 . 5 ' 11 7 ' 8' T Y P 24 3 ' 8' T Y P 27 2 ' 12 . 5 ' CONSTRUCTION NOT FOR Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 1 . 2 0 s i t e p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 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 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 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 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 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 l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 1 . 1 0 s t r i p i n g p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 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 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 Horizontal Scale: 0 40'80' 1" = 40' Site Striping Plan SEE SHEET C5.00 CONSTRUCTION NOT FOR Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 1 . 5 0 s i t e d e t a i l s . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 1 P M 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 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 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 I G 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 YI E 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 l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 1 . 5 0 s i t e d e t a i l s . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 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 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 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 l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 1 . 5 0 s i t e d e t a i l s . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 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 & 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 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 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 2 . 0 0 g r a d i n g p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 3 . 0 0 d r a i n a g e p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 0 P M C3.00 Drainage Plan SS R/W R/W R/W R/WR/W SI X T E E N T H L I N E N 2 n d E HA R R I S F A M I L Y T R U S T AP N : R P 0 6 N 4 0 E 0 8 4 8 0 3 76 . 7 8 A c r e s ± 15 8 6 N 2 n d E BA L L S A N D R A H FA M I L Y T R U S T U T A AP N : R P S 6 N 4 0 E 0 8 4 2 0 2 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 N 2 n d E MO U N T A I N G O L D I N C AP N : R P R X B C A 0 0 8 6 6 0 6 30 ' I T D E A S E M E N T EX C E P T I O N 1 8 & 1 9 2' T SG TTT T T TT G T T MB IV IV EP EP TO E TO E TO E T O E TO E TO E TO E TO E TO E TO E TO E TO E 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 E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E 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 XTOE TOETOE TOETOETOETOETOE CO TT OHP OHPOHPOHPOHPOHPOHP OHP OHP U G P W W W 50 ' R O W EX C E P T I O N 1 2 RO W V A R I E S EX C E P T I O N 1 2 & 1 7 N1 / 2 o f t h e S W 1 / 4 ID A H O F A R M L E A S E BL A N K E T I N N A T U R E EX C E P T I O N 1 6 DE V E L O P M E N T A G R E E M E N T AN N E X T O S U G A R C I T Y EA S T O F L I N E EX C E P T I O N 2 0 DE V E L O P M E N T A G R E E M E N T AN N E X T O R E X B U R G WE S T O F L I N E EX C E P T I O N 2 0 EP EP EP EMTR E E EMTRE E NO T A P A R T DD DD PE R P E N D I N G R E C O R D o f S U R V E Y N8 9 ° 4 8 ' 5 4 " E 93 . 2 1 ' N8 9 ° 4 8 ' 5 4 " E 2 5 3 9 . 0 4 ' S8 9 ° 4 6 ' 2 9 " W 2 5 8 2 . 3 7 ' N00°14'02"W 208.71' S8 9 ° 4 5 ' 5 8 " W 2 0 3 . 7 1 ' N00°14'02"W 30.00' N00°14'02"W 649.02' N00°14'14"W 2632.22' N8 9 ° 4 5 ' 5 8 " E 2 0 3 . 7 1 ' N05°31'34"E 430.5 4 ' S00°14'02"E 1316.17' S00°14'02"E 1316.16' S89°46'29"W 50.00' 95 0 . 0 0 ' 90 6 . 7 9 ' 97 . 5 3 ' 97 . 6 0 ' S00°14'21"E 1315.18' 31 6 . 1 9 ' 31 6 . 1 2 ' WV WV BO W WV 50 ' D I S T A N C E TO N E A R E S T IN T E R S E C T I O N N00°14'11"W 2630.48' CU L T I V A T E D W H E A T F I E L D CU L T I V A T E D W H E A T F I E L D GRAVEL ROAD ASPHALT ASPHALT SS M H R I M : 4 8 7 9 . 1 4 ' 8" P V C I E - N T H : 4 8 6 3 . 5 5 ' 8" P V C I E - T H R U : 4 8 6 3 . 5 4 ' SS SD M H R I M : 4 8 8 0 . 5 9 ' 12 " P V C I E - W S T / S T H : 4 8 7 6 . 9 2 ' SD M H R I M : 4 8 8 0 . 7 2 ' 12 " P V C I E - W S T / S T H : 4 8 7 7 . 0 2 ' SS R/W R/W R/W R/WR/W SI X T E E N T H L I N E N 2 n d E HA R R I S F A M I L Y T R U S T AP N : R P 0 6 N 4 0 E 0 8 4 8 0 3 76 . 7 8 A c r e s ± 15 8 6 N 2 n d E BA L L S A N D R A H FA M I L Y T R U S T U T A AP N : R P S 6 N 4 0 E 0 8 4 2 0 2 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 N 2 n d E MO U N T A I N G O L D I N C AP N : R P R X B C A 0 0 8 6 6 0 6 30 ' I T D E A S E M E N T EX C E P T I O N 1 8 & 1 9 2' T SG TTT T T TT G T T MB IV IV EP EP TO E TO E TO E T O E TO E TO E TO E TO E TO E TO E TO E TO E 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 E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E 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 XTOE TOETOE TOETOETOETOETOE CO TT OHP OHPOHPOHPOHPOHPOHP OHP OHP U G P W W W 50 ' R O W EX C E P T I O N 1 2 RO W V A R I E S EX C E P T I O N 1 2 & 1 7 N1 / 2 o f t h e S W 1 / 4 ID A H O F A R M L E A S E BL A N K E T I N N A T U R E EX C E P T I O N 1 6 DE V E L O P M E N T A G R E E M E N T AN N E X T O S U G A R C I T Y EA S T O F L I N E EX C E P T I O N 2 0 DE V E L O P M E N T A G R E E M E N T AN N E X T O R E X B U R G WE S T O F L I N E EX C E P T I O N 2 0 EP EP EP EMTR E E EMTRE E NO T A P A R T DD DD PE R P E N D I N G R E C O R D o f S U R V E Y N8 9 ° 4 8 ' 5 4 " E 93 . 2 1 ' N8 9 ° 4 8 ' 5 4 " E 2 5 3 9 . 0 4 ' S8 9 ° 4 6 ' 2 9 " W 2 5 8 2 . 3 7 ' N00°14'02"W 208.71' S8 9 ° 4 5 ' 5 8 " W 2 0 3 . 7 1 ' N00°14'02"W 30.00' N00°14'02"W 649.02' N00°14'14"W 2632.22' N8 9 ° 4 5 ' 5 8 " E 2 0 3 . 7 1 ' N05°31'34"E 430.5 4 ' S00°14'02"E 1316.17' S00°14'02"E 1316.16' S89°46'29"W 50.00' 95 0 . 0 0 ' 90 6 . 7 9 ' 97 . 5 3 ' 97 . 6 0 ' S00°14'21"E 1315.18' 31 6 . 1 9 ' 31 6 . 1 2 ' WV WV BO W WV 50 ' D I S T A N C E TO N E A R E S T IN T E R S E C T I O N N00°14'11"W 2630.48' CU L T I V A T E D W H E A T F I E L D CU L T I V A T E D W H E A T F I E L D GRAVEL ROAD ASPHALT ASPHALT SS M H R I M : 4 8 7 9 . 1 4 ' 8" P V C I E - N T H : 4 8 6 3 . 5 5 ' 8" P V C I E - T H R U : 4 8 6 3 . 5 4 ' SS SD M H R I M : 4 8 8 0 . 5 9 ' 12 " P V C I E - W S T / S T H : 4 8 7 6 . 9 2 ' SD M H R I M : 4 8 8 0 . 7 2 ' 12 " P V C I E - W S T / S T H : 4 8 7 7 . 0 2 ' 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 ST A G I N G ST A G I N G ST A G I N G ST A G I N G CA N T I L E V E R R A C K ST A G I N G ST A G I N G ST A G I N G ST A G I N G ST A G I N G 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 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 24 + 8 9 . 7 7 VAN LO A D I N G Z O N E SA L E S / D I S P L A Y S SA L E S / D I S P L A Y S SA L E S / D I S P L A Y S SA L E S / D I S P L A Y S SA L E S / D I S P L A Y S STAGINGSTAGINGSTAGING TR U C K D O C K SE A S O N A L (1 0 , 2 9 9 S F ) 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 LO A D I N G Z O N E LO A D I N G Z O N E LO A D I N G Z O N E SD SD SD SD SDSD G G G G G G G G GMTR GI R RHG GI R RHG 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 R/ W R/ W R/ W P/LP/L P/L P/ L P/ L P/ L P/ L P/ L P/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 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 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/WR/WR/WR/WR/WR/WR/W R/W 2 0.01 ACRES SD CONSTRUCTION NOT FOR Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 4 . 0 0 o v e r a l l u i l i t y p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 1 P M 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 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 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 Te t o n R i v e r Te m p l e S t E 1 5 t h N 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 APN:RPS6N40E084202 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 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 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 GARDEN CENTER (28,157 SF) THE HOME DEPOT BUILDING: 106,651 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 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 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 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 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 4 . 0 0 u t i l i t i e s p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 2 P M C4.01 Site Utilities Plan See Sheet C4.02 Se e S h e e t C 4 . 0 3 R/ W R/ W 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 E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EP EP CO 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 OH P W W W R / W R/ W NOT A PART D D BO W WV 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' ' W 8' ' W 8''W8''W8''W8''W8''W8''W8''W8''W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 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 VA NVA N VA NVA N VA NVA N RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED G G G G FO FO FO FO FO UGP UGP G G G G FO FO FO FO FO UGP UGP GFO G G G G G G FO FO FO FO FO FO FO FO UGP UGP UGP UGP G G GFOFOFOFOUGPUGP 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 VA N SEASONAL (10,299 SF) UG P UG P UG P UG P 8' ' S S 8' ' S S 8' ' 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 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 8''SS 12''W 8''SS 12''W12''W12''W 8' ' S S 8' ' S S 8' ' S S SAN SAN SAN SAN 8''SS8''SS8''SS8''SS8''SS SAN SD SD SD SD SD SD 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 PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR GGFOFOUGP SAN FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SAN SAN 8 ' ' W R/ W R/ W 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 E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EP EP CO 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 OH P W W W R / W R/ W NOT A PART D D BO 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 4 . 0 0 u t i l i t i e s p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 0 P M C4.02 Offsite Utilities Plan See Sheet C4.01 Se e S h e e t C 4 . 0 3 12''SD12''SD 6' ' S D SD 8''W8''W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W VA N 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 RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED G G G G FO FO FO FO FO FO UGP UGP UGP G G G G G G G G G G GFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOUGPUGPUGPUGPUGPUGPUGP 18+0 0 19+00 20+00 21+00 22+00 23+00 24+00 24+89.77 UG P UG P UG P UG P UG P SSSSSSSSSSSSSSSS 12''W12''W12''W12''W12''W12''W12''W SS SS 12''W 8''SS 12''W SAN SAN SAN 8''SS8''SS SAN SD SD SD G 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 PI R R PIRRPIRRPIRRPIRRPIRR 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 R/W R/W 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 8 - I N P V C A T 0 . 4 0 % 8-IN PVC IE: 4870.14 8-IN PVC IE: 4870.14 8-IN PVC 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 4 1.1 1.4 1.4 1.4 1.4 1.4 1.4 340-LF 12-IN C900 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 16 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°20 179-LF 12-IN CLASS 50 DI 2 16 16 2 72-LF 8-IN CLASS 50 DI 47-LF 8-IN CLASS 50 DI 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 4 . 0 0 u t i l i t i e s p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 1 P M C4.03 Offsite Utilities Plan Se e S h e e t C 4 . 0 2 See Sheet C4.01 8''W G G G G FO FO FO FO FO UG P UG P G G G G F O F O F O F O U G P U G P 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 1 4 + 0 0 1 5 + 0 0 8''SS 8' ' S S 8 ' ' S S 1 2 ' ' W 8' ' S S 12 ' ' W 12 ' ' W 12 ' ' W 8''SS8''SS8''SS8''SS8''SS8''SS 8''SS8''SS8''SS SA N SA N 8' ' S S SA N SA N SD SDSD G G FO FO UG P FO SA N 8''W SS SS R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W 15 8 6 N 2 n d E ID A H O A G C R E D I T FL C A AP N : R P R X B C A 0 0 8 5 9 2 1 SG T IRR TT MB IV IV EP EP EP EP EP TOETOETOETOE EP EP SD CO OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP WW W W W EP EP EP EP EP EP EP NO T A P A R T DD WV WV BO W WV 4880 4880 48 7 8 4 8 7 8 4 8 7 8 48 7 8 4880 48 7 8 ASPHALT SS M H R I M : 4 8 7 9 . 1 4 ' 8" P V C I E - N T H : 4 8 6 3 . 5 5 ' 8" P V C I E - T H R U : 4 8 6 3 . 5 4 ' SS SS SS 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 2 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% 12 4 - L F O F 8 - I N P V C A T 0 . 4 0 % 472-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 % 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 4 . 5 0 o f f s i t e u t i l i t i e s p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 3 P M C4.50 Plan & Profile Offsite Sewer N 2nd East Te t o n R i v e r Te m p l e S t E 1 5 t h N 6''SD6''SD 15 ' ' S D 18 ' ' 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 4 . 5 1 a c c e s s r o a d s e w e r p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n 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 ' ' W 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 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 48 7 9 . 0 48 8 1 . 0 1 48 7 9 . 2 48 8 0 . 9 4 57+00 48 7 9 . 3 48 8 0 . 8 4 48 7 9 . 3 48 8 0 . 5 6 57+60 48 7 9 . 4 48 8 0 . 5 6 48 7 9 . 4 48 8 0 . 7 5 58+20 48 7 9 . 5 48 8 0 . 8 7 48 7 9 . 6 48 8 0 . 8 5 58+80 48 7 9 . 7 48 8 0 . 6 6 48 7 9 . 7 48 8 0 . 6 1 59+40 48 7 9 . 6 48 8 0 . 4 2 48 7 9 . 6 48 8 0 . 6 1 60+00 48 7 9 . 6 48 8 0 . 7 9 48 7 9 . 6 48 8 0 . 7 8 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 4 . 5 1 a c c e s s r o a d s e w e r p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 1 P M C4.52 Plan & Profile On Site Sewer R/ W R/ W 1586 N 2nd E IDAHO AG CREDIT FLCA APN:RPRXBCA0085921 N 2nd E MOUNTAIN GOLD INC APN:RPRXBCA0086606 T T T MB IV IV EP EP EP FO TO E TO E TO E TO E TO E TO E TO E E P SD CO T OH P OH P OH P OH P OH P OH P OH P W W W N1/2 of the SW1/4 NOT A PART D D D D WV WV BO W WV RE N T A L RE N T A L RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED G GFOFO FOUGP G G G FO FO FO FO UGP G G G G FO FO FO FO FO UGP UGP G G G G G G GFOFOFOFOFOFOFOFOFO FOUGPUGPUGPUGPUGP 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 UG P UG P SAN SAN SAN SAN SAN SAN SAN SD SD SD SD SD SD G G G PI R R PI R R PI R R PI R R PIRRPIRRPIRRPIRRPIRRPIRRPIRR GFO FO FO FO FO FO FO FO FO FO SAN SAN 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 TETON RIVER TEMPLE ST. NOT A PART N 2 n d E R25 ' R 2 5 ' R2 5 ' R 3 0 0 ' R 2 7 3 ' R 3 0 0 ' R 3 2 7 ' R 2 7 3 ' R 2 5 'R25 ' R25'R10 ' R1 0 ' 39 2 . 4 6 ' 38 5 . 0 4 ' 13 9 . 1 1 ' 19 0 . 1 8 ' 26' 26' 67 ' B C - B C 7' 5' 7' 5' 55 ' B C - B C 7' 5' 7' 5' 91 ' R / W 79 ' R / W 27' BC-BC 27' BC-BC 10 ' U T I L I T Y E A S E M E N T 10 ' U T I L I T Y E A S E M E N T 31' ACCES EASEMENT 31' ACCES EASEMENT 10' UTILITY EASEMENT10' UTILITY EASEMENT CE N T E R L I N E RI G H T - O F - W A Y 4"- 3/4" AGGREGATE BASE MATERIAL GEOTEXTILE FABRIC BELOW AND UP SIDES RI G H T - O F - W A Y 4:1 MAX. 4:1 MAX. 79' 4:1 MAX. 4:1 MAX. 1 Business Collector Street Typical Section 1 - 55/79 Scale: NONE 20" GRANULAR BORROW 55' CE N T E R L I N E AC C E S S E A S E M E N T 4:1 MAX. 4:1 MAX. 4:1 MAX. 4:1 MAX. 2 Driveway Street Section Scale: NONE 13.5'13.5' 10' PUBLIC UTILITIES EASEMENT 10' PUBLIC UTILITIES EASEMENT 2. 0 % 2. 0 % 9' PARKING 12.5' TRAFFIC LANE 12' TURN LANE 12.5' TRAFFIC LANE 9' PARKING 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' AC C E S S E A S E M E N T 3" ASPHALT PLANTMIX PAVEMENT 20" GRANULAR BORROW4"- 3/4" AGGREGATE BASE MATERIAL CURB PER DETAIL 2/C1.51 CE N T E R L I N E AC C E S S E A S E M E N T 4:1 MAX. 4:1 MAX. 4:1 MAX. 4:1 MAX. 3 Driveway Street Section Scale: NONE 13.5'13.5' 15.5'20.5' 36' AC C E S S E A S E M E N T 3" ASPHALT PLANTMIX PAVEMENT 20" GRANULAR BORROW4"- 3/4" AGGREGATE BASE MATERIAL 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 5 . 0 0 r d w y p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 0 9 P M 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 0 See Sheet C1.00 - C4.00 R/ W T T T IV IV FO TO E TO E TO E TO E TO E TO E TO E TO E TO E EP CO T T OH P OH P OH P OH P OH P OH P OH P W W W D BO W WV AS P H A L T R/ W T T T IV IV FO TO E TO E TO E TO E TO E TO E TO E TO E TO E EP CO T T OH P OH P OH P OH P OH P OH P OH P W W W D BO W WV AS P H A L T 8 ' ' S S 8 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 10+00 11+00 12+00 13+00 14+00 15+0 0 16+ 0 0 17+ 0 0 18+0 0 8' ' S S 8' ' S S 8' ' S S 8' ' S S SS 8''SS 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 12''W 8''SS 12''W 8''SS8''SS 12''W12''W12''W12''W12''W 8' ' S S 8' ' S S SAN SAN SAN 8 ' ' W SD SD SD 8 ' ' S S SAN 8 ' ' W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/ L P/ L 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 R/W LOT 2 BLOCK 1 2.85 ACRES R/ W R/ W R/ W R/ W R/ W R/ W SD N 2 n d E R 2 5 ' R2 5 ' R 3 0 0 ' R 3 2 7 ' R 2 7 3 ' R 3 0 0 ' R 3 2 7 ' R 2 7 3 ' 37 2 . 4 6 ' 38 3 . 0 4 ' 67 ' B C - B C 7' 5' 7' 5' 27' BC-BC 31' ACCES EASEMENT 10' UTILITY EASEMENT10' UTILITY EASEMENT SS MH 06 SS MH 05 SS MH 04 SS MH 03 29 1 - L F O F 8 - I N P V C A T 0 . 4 0 % 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 % ST A : 1 0 + 6 1 . 8 3 , O F F : 3 3 . 5 0 ' L TB C : 4 8 8 0 . 0 5 ST A : 1 1 + 0 0 , O F F : 3 3 . 5 0 ' L TB C : 4 8 7 9 . 7 5 ST A : 1 1 + 5 0 , O F F : 3 3 . 5 0 ' L TB C : 4 8 7 9 . 3 5 ST A : 1 2 + 0 0 , O F F : 3 2 . 2 9 ' L TB C : 4 8 7 8 . 9 7 ST A : 1 2 + 5 0 , O F F : 3 0 . 7 0 ' L TB C : 4 8 7 8 . 6 0 ST A : 1 3 + 0 0 , O F F : 2 9 . 1 0 ' L TB C : 4 8 7 8 . 2 3 ST A : 1 3 + 5 0 . 3 9 , O F F : 2 7 . 5 0 ' L TB C : 4 8 7 7 . 8 7 S T A : 1 4 + 3 9 . 7 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 8 . 2 3 S T A : 1 5 + 0 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 8 . 4 7 S T A : 1 5 + 5 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 8 . 6 7 PC STA: 13+66.45 P C S T A : 1 6 + 7 0 . 9 0 P T S T A : 1 6 + 2 1 . 4 3 S T A : 1 6 + 0 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 8 . 8 7 S T A : 1 6 + 2 1 . 4 3 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 8 . 9 6 S T A : 1 6 + 7 0 . 9 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 1 6 S T A : 1 7 + 0 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 2 7 S T A : 1 7 + 5 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 4 7 ST A : 1 0 + 7 2 . 5 0 , O F F : 3 3 . 5 0 ' R TB C : 4 8 7 9 . 9 6 ST A : 1 1 + 0 0 , O F F : 3 3 . 5 0 ' R TB C : 4 8 7 9 . 7 5 ST A : 1 1 + 5 0 , O F F : 3 3 . 5 0 ' R TB C : 4 8 7 9 . 3 5 ST A : 1 2 + 0 0 , O F F : 3 3 . 5 0 ' R TB C : 4 8 7 8 . 9 5 ST A : 1 2 + 5 0 , O F F : 3 3 . 5 0 ' R TB C : 4 8 7 8 . 5 5 ST A : 1 3 + 0 0 , O F F : 3 3 . 5 0 ' R TB C : 4 8 7 8 . 1 5 ST A : 1 3 + 5 0 , O F F : 3 3 . 5 0 ' R TB C : 4 8 7 7 . 7 5 ST A : 1 3 + 6 8 . 8 3 , O F F : 3 3 . 5 1 ' R TB C : 4 8 7 7 . 8 3 S T A : 1 4 + 0 0 , O F F : 3 3 . 6 5 ' R T B C : 4 8 7 7 . 9 5 S T A : 1 4 + 5 0 , O F F : 3 3 . 3 0 ' R T B C : 4 8 7 8 . 1 6 S T A : 1 5 + 0 0 , O F F : 3 2 . 2 5 ' R T B C : 4 8 7 8 . 3 8 S T A : 1 5 + 5 0 , O F F : 3 0 . 5 5 ' R T B C : 4 8 7 8 . 6 1 S T A : 1 6 + 0 0 , O F F : 2 8 . 2 5 ' R T B C : 4 8 7 8 . 8 6 S T A : 1 6 + 2 1 . 4 3 , O F F : 2 7 . 5 0 ' R T B C : 4 8 7 8 . 9 6 S T A : 1 6 + 7 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 5 . 1 0 r d w y p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 0 9 P M C5.10 Plan & Profile Teton River Roadway Horizontal Scale: 0 30'60' 1" = 30' Teton River Roadway plan & Profile 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 8 ' ' S S 8 ' ' S S 1 2 ' ' W 1 2 ' ' W 8' ' S S 8' ' S S 12 ' ' W 12 ' ' W SD SD PI R R PI R R PI R R PI R R 8' ' S S SA N 8''SS SA N 8''W 8''W P/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/ L 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 SD R25' R25' R300'R1 0 ' 377.46' 383.04' 31 ' AC C E S EA S E M E N T 10 ' U T I L I T Y E A S E M E N T 10 ' U T I L I T Y E A S E M E N T 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 7 . 5 0 ' R 30+0031+0032+0033+0034+0034+41.62 ST A : 3 0 + 5 8 . 5 9 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 8 . 4 9 S T A : 3 0 + 6 3 . 5 9 , O F F : 1 3 . 5 0 ' R T B C : 4 8 7 8 . 7 2 ST A : 3 1 + 0 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 8 . 9 8 ST A : 3 1 + 2 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 9 . 1 6 ST A : 3 1 + 5 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 9 . 3 3 ST A : 3 1 + 7 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 9 . 5 1 ST A : 3 2 + 0 0 , O 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 C : 4 8 7 8 . 7 3 STA: 30+56.17, OFF: 13.50'L TBC: 4878.33 ST A : 3 0 + 5 1 . 1 7 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 8 . 2 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 E D 1 9 + 0 0 20 + 0 0 SS SS SS 12 ' ' W 12 ' ' W S S S S S S 1 2 ' ' W 1 2 ' ' W SA N SD SD SD P/ 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 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 1 5 ST A : 4 0 + 5 3 . 9 2 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 4 0 ST A : 4 1 + 0 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 5 9 ST A : 4 1 + 2 5 , O F 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 5 . 3 0 a c c e s s r d w y p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 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 D RE S E R V E D RE S E R V E D RE S E R V E D 10 + 0 0 11 + 0 0 12 + 0 0 VANSTAGINGSTAGING SD R/ W R/ W R/ W P/ L P/ L R/ W R/ W R/ W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W TE T O N R I V E R T E M P L E S T . NO T A P A R T N 2nd E 39+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+00 12 . 1 8 ' E X I S T I N G 13 ' 14 ' T U R N L A N E 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 , 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 4 + 5 0 , O F F : 4 7 . 0 9 ' R TB C : 4 8 7 9 . 6 5 ST A : 4 3 + 5 9 . 7 3 , O F F : 4 7 . 5 0 ' R TB C : 4 8 7 9 . 5 2 ST A : 4 3 + 0 0 , O F F : 4 7 . 5 0 ' R TB C : 4 8 7 9 . 8 4 ST A : 4 2 + 5 0 , O F F : 4 7 . 5 0 ' R TB C : 4 8 7 9 . 8 4 ST A : 4 1 + 6 1 . 2 2 , O F F : 4 7 . 5 0 ' R TB C : 4 8 7 8 . 3 8 ST A : 4 4 + 1 0 . 2 6 , O F F : 4 7 . 5 0 ' R TB C : 4 8 7 9 . 7 2 ST A : 4 6 + 7 5 . 2 5 , O F F : 3 7 . 4 1 ' R TB C / M X : 4 8 8 0 . 8 3 ST A : 4 4 + 9 0 . 2 0 , O F F : 4 7 . 5 0 ' R TB C : 4 8 8 0 . 0 5 ST A : 4 3 + 7 2 . 4 7 , O F F : 4 7 . 5 0 ' R TB C : 4 8 7 9 . 5 7 ST A : 4 2 + 1 9 . 3 0 , O 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 ST A : 4 0 + 2 3 . 1 4 , O F F : 3 9 . 6 1 ' 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 ' R TB C / H P : 4 8 7 9 . 7 5 ST A : 3 9 + 8 1 . 1 6 , O F F : 3 7 . 2 1 ' R TB C / M X : 4 8 7 9 . 6 7 ST A : 4 1 + 8 2 , O 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 C R/W T T T EP EP BO WV R/W T T T EP EP BO WV 10 + 0 0 R/ W R/ W 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 ' R TB C / M X : 4 8 8 0 . 8 3 ST A : 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 5 . 4 0 2 n d s t r d w y p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n 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. 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 5 . 4 0 2 n d s t s i g n a l p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 3 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 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 5 . 5 0 r d w y s t r i p i n g p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 3 P M 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 5 . 5 1 2 n d s t r e e t s t r i p i n g p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 0 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 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 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 6 . 0 0 g i r r p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 2 P M 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 6 . 0 0 g i r r p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 3 P M 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 7 . 0 0 p i r r p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 0 9 P M 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d c 7 . 0 0 p i r r p l a n . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 0 9 P M 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d l 1 . 0 0 l a n d s c a p e . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 0 P M L1.00 Landscape 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 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 Fi l e L o c a t i o n : g: \ 2 0 2 5 \ 1 2 5 0 9 2 \ c a d \ _ c d \ 1 2 5 0 9 2 c d l 1 . 0 0 l a n d s c a p e . d w g La s t P l o t t e d B y : ru s s h e p w o r t h Da t e P l o t t e d : Fr i d a y , J a n u a r y 2 3 2 0 2 6 a t 1 2 : 1 1 P M L1.50 Landscape 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 & 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 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