The URL can be used to link to this page

Home My WebLink AboutINFRASTRUCTURE Rev 2 4.20.26 - 26-00073 - Home Depot Subdivision - Approx 1600 N 2nd E - PlatCONSTRUCTION NOT FOR 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, PLS, CASP, LEED AP 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A 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.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 C0.60 DETAILS C0.61 WATERS OF THE US 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 C1.53 INTERSECTION RAMP DETAILS 2ND EAST & TETON RIVER C1.54 INTERSECTION RAMP DETAILS & SITE RAMP DETAIL C2.00 GRADING PLAN C3.00 DRAINAGE PLAN C3.50 DRAINAGE DETAILS C4.00 OVERALL UILITY PLAN C4.01 SITE UTILITIES PLAN C4.02 OFFSITE UTILITIES PLAN C4.03 OFFSITE UTILITIES PLAN C4.50 E 15TH N SEWER PLAN AND PROFILE C4.51 N 2ND E SEWER PLAN AND PROFILE C4.52 ACCESS ROAD SEWER PLAN & PROFILE C4.53 ON SITE SEWER PLAN & PROFILE C5.00 OVERALL ROADWAY PLAN C5.10 TETON RIVER TEMPLE ROADWAY PLAN & PROFILE C5.20 TETON RIVER TEMPLE ROADWAY PLAN & PROFILE C5.30 ACCESS ROADWAY PLANS C5.40 N 2ND E ROADWAY PLAN C5.41 N 2ND E SIGNAL PLAN C5.42 SIGNAL MOUNTING DETAILS C5.43 SIGNAL DETAILS 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 C7.01 PRESSURIZED IRRIGATION OFFSITE PLAN C7.50 PRESSURIZED IRRIGATION DETAILS L1.00 HD LANDSCAPE PLAN L1.10 ROADWAY LANDSCAPE PLAN L1.20 ROADWAY LANDSCAPE PLAN L1.50 LANDSCAPE DETAILS L2.00 HD IRRIGATION PLAN L2.10 ROADWAY IRRIGATION PLAN L2.20 ROADWAY IRRIGATION PLAN L2.50 IRRIGATION 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 HOME DEPOT STORE - #1880 329 Teton River Temple St. Rexburg, Idaho 04/09/2026 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C0.01 Standard Notes Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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: 04/09/2026 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 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 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' D D D D S TLG CONTROL POINT #10 TLG CONTROL POINT #13 TLG CONTROL POINT #11 TLG CONTROL POINT #12 TLG CONTROL POINT #14 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C0.10 Existing Conditions Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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' 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 2400 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 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 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 Survey Control & Benchmarks: 04/09/2026 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 VAN RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED R/W R/W R/W R/WR/W MB EP EP EG E G EG EG E G EG EG EG EG E G E G EG EG EG X X X X X X X X X EP EP EP XXXXXXXX X MT R MT R GM T R GI R RHG GIR R XXXXXXXX R/W R/W R/W R/WR/W MB EP EP EG E G EG EG E G EG EG EG EG E G E G EG EG EG X X X X X X X X X EP EP EP 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 P/LP/L P/L P/ L P/ L P/ L P/ L P/ L P/L P/LP/LP/LP/L R/ W R/ W R/ W LOT 5 BLOCK 1 9.13 ACRES LOT 1 BLOCK 1 10.98 ACRES R/WR/WR/WR/WR/WR/WR/W LOT 2 BLOCK 1 2.85 ACRES LOT 1 BLOCK 2 11.35 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C0.20 Overall Site Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 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 C4.02-C5.51 FOR UTILITIES, ROADWAY, AND DRIVEWAY CONNECTIONS SEE SHEETS C4.50-C4.53 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 04/09/2026 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 VAN RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED G G G G G G G G G G F O F O F O F O F O F O F O F O F O FO FO FO FO FO FO 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 EP EP EP EMTR E E EMTRE E DD DD WV WV BO W WV SS D D DD 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 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 UG P 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 8''SS8''SS8''SS 8' ' S S 8' ' S S 8' ' S S 12 ' ' W 8 ' ' S S 8 ' ' S S 1 2 ' ' W 8 ' ' S S 12 ' ' W 12''W12''W SA N 8' ' S S 8' ' S S SA N SD SD SD SD MT R MT R SD SD 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 SD SD G G G G G G G G GM T R GI R RHG GI R RHG GIR R GIR R SA N FOFOFOFOFO F O FOFO SA N G G FO FO FO U G P U G P U G P U G P UG P UG P UG P SA N 4' ' S D 4' ' S D 4' ' S D SD SD 4''PIRR 4''PIRR 4''PIRR 4' ' P I R R 4' ' P I R R 2 ' ' P I R R 2 ' ' P I R R 2 ' ' P I R R SA N SA N SA N SA N SA N SS SS 8''SS8''SS8''SS8''SS 8' ' S S 8' ' S S SA N SA N SA N SA 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 EP EP EP EMTR E E EMTRE E DD DD WV WV BO W WV SS D D DD LOT 5 BLOCK 1 9.13 ACRES LOT 1 BLOCK 1 10.98 ACRES R/W 1 2.85 ACRES R/W 2 0.01 ACRES LOT 2 BLOCK 1 2.85 ACRES LOT 1 BLOCK 2 11.35 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A 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 C0.60 FOR DETAILS. APPROXIMATE LIMIT OF DISTURBANCE 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. NORTH 2ND EAST TE T O N I S L A N D C A N A L NOT PART OF DISTURBED AREA NOT PART OF DISTURBED AREA Contact Information CONTRACTOR: TBD ADDRESS CITY STATE ZIP CONTACT: PHONE: EMAIL: ONSITE SWPPP COORDINATOR:TBD COMPANY RP#: PHONE: EMAIL: PLAN PREPARER:THE LAND GROUP 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 DAVID DUPERAULT, PLA PHONE: 208.939.4041 dduperault@thelandgroupinc.com OWNER: THE HOME DEPOT 2455 PACES FERRY ROAD, C-19 ATLANTA, GA 30339 CONTACT: KEITH KING PHONE: 847-630-4682 ENGINEER:THE LAND GROUP, INC. 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 JASON DENSMER, PE PHONE: 208.939.4041 SWPPP Notes: 1.REFER TO SWPPP GENERAL NOTES, SHEET C0.60. 2.TOTAL DISTURBED AREA FOR THIS PROJECT IS APPROXIMATELY: 19.1 ACRES. 04/09/2026 G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T 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 E G 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 E D D BO WV D 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 UGP UG P 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''SS8''SS8''SS8''SS 12''W12''W12''W 12''W 8''SS12''W 8''SS 8''SS 12''W 12''W 8''SS 12''W 8''SS 12''W12''W12''W 12 ' ' W SAN 8''SS8''SS8''SS8''SS SAN 18''SD SD SD SDSD MTR MTR SDSD 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 UGP SAN FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SAN G G G FO FO FO FO FO UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP SAN 4''SD4''SD4''SD 4''SD 4''SD 4''SD SD SD 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4''PIRR4''PIRR4''PIRR4''PIRR 2''PIRR 2''PIR R 2''PIRR 2''PIR R 2''PIRR 2''PIR R 4 ' ' P I R R SAN SAN SAN SAN SAN SS SS SS 4' ' P I R R 8' ' S S SAN SAN T 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 E G 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 E D D BO WV D LOT 5 BLOCK 1 9.13 ACRES LOT 1 BLOCK 1 10.98 ACRES LOT 2 BLOCK 1 2.85 ACRES LOT 1 BLOCK 2 11.35 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FWFWFWFWFW THE BOTTOM DRAINAGE LAYER IN INFILTRATION BASIN SHALL NOT BE INSTALLED UNTIL THE RECEIVING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. AFTER THE BASIN HAS BEEN CUT TO FINAL GRADE, FILTER FABRIC SHALL BE INSTALLED ON THE BOTTOM OF THE BASIN. UPON STABILIZATION OF THE DRAINAGE AREA, THE FILTER FABRIC AND ACCUMULATED SEDIMENT ARE TO BE REMOVED, SUBSOIL TILLED/DISCED/RIPPED, AND THE FINAL DRAINAGE LAYER(S)INSTALLED. IF DESIGN INFILTRATION RATE, AS DETERMINED BY A QUALIFIED TESTING LABORATORY OR PROFESSIONAL ENGINEER, IS NOT ACHIEVED, BASIN SHALL BE RE-TILLED/DISCED/RIPPED AND TESTING REPEATED UNTIL DESIGN INFILTRATION RATE IS ACHIEVED. Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A 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 C0.60 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 C0.60. FW RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C0.60 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 C0.60 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 COMPACTED GRAVEL ACCESS ROAD PER HOME DEPOT SPECIFICATIONS. INSTALL EROSION CONTROL BLANKETS PER DETAIL 1/C0.61. SITE CONSTRUCTION SIGN. REFER TO SWPPP POSTING REQUIREMENTS THIS SHEET. SWPPP Notes: 1.REFER TO SWPPP GENERAL NOTES, SHEET C0.60. 2.TOTAL DISTURBED AREA FOR THIS ON-SITE WORK IS APPROXIMATELY: 17.85 ACRES. NO R T H 2 N D E A S T TETON ISLAND CANAL NOT PART OF DISTURBED AREA NOT PART OF DISTURBED AREA 04/09/2026 G G FO FO FO 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 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 D D D UGP 8''SS 12''W 8''SS 12''W12''W12''W 12 ' ' W 12 ' ' W 12 ' ' W SD SD SD UGPG G G FO FO FO FO FO UGP SAN 2''PIRR 2''PIR R 4 ' ' P I R R SAN SS SS SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8''SS8''SS8''SSSAN SAN SAN SAN 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 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 D D D R/W 2 0.01 ACRES FW FW FW FW FW FW FWFWFWFWFW Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A 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 C0.60 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 C0.60. FW RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C0.60 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 C0.60 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 C0.60. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. SITE CONSTRUCTION SIGN. REFER TO SWPPP POSTING REQUIREMENTS THIS SHEET. SWPPP Notes: 1.REFER TO SWPPP GENERAL NOTES, SHEET C0.60. 2.TOTAL DISTURBED AREA FOR THIS OFF-SITE WORK IS APPROXIMATELY: 0.45 ACRES. NO R T H 2 N D E A S T AREA TO BE STABILIZED WITH PAVING. SEE MATERIALS PLAN SHEET C1.00 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. 04/09/2026 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 VA N 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 T T T T T IV 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 E G 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 BO WV D SD SD STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING STAGINGSTAGINGSTAGINGSTAGING 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 SDSD MTR MTR SDSD LOADING ZONELOADING ZONELOADING ZONE SD SD SD SD SD SD GMTR GIRR GIRR GIRR GIRR SAN SAN SAN SD SD SAN SAN SAN SAN SAN SAN SAN T T T T T IV 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 E G 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 BO WV D LOT 5 BLOCK 1 9.13 ACRES LOT 1 BLOCK 1 10.98 ACRES LOT 2 BLOCK 1 2.85 ACRES LOT 1 BLOCK 2 11.35 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FWFWFWFWFW THE BOTTOM DRAINAGE LAYER IN INFILTRATION BASIN SHALL NOT BE INSTALLED UNTIL THE RECEIVING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. AFTER THE BASIN HAS BEEN CUT TO FINAL GRADE, FILTER FABRIC SHALL BE INSTALLED ON THE BOTTOM OF THE BASIN. UPON STABILIZATION OF THE DRAINAGE AREA, THE FILTER FABRIC AND ACCUMULATED SEDIMENT ARE TO BE REMOVED, SUBSOIL TILLED/DISCED/RIPPED, AND THE FINAL DRAINAGE LAYER(S)INSTALLED. IF DESIGN INFILTRATION RATE, AS DETERMINED BY A QUALIFIED TESTING LABORATORY OR PROFESSIONAL ENGINEER, IS NOT ACHIEVED, BASIN SHALL BE RE-TILLED/DISCED/RIPPED AND TESTING REPEATED UNTIL DESIGN INFILTRATION RATE IS ACHIEVED. Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A 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 C0.60. FW RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C0.60 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 C0.60 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 C0.60. 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. SITE CONSTRUCTION SIGN. REFER TO SWPPP POSTING REQUIREMENTS THIS SHEET. SWPPP Notes: 1.REFER TO SWPPP GENERAL NOTES, SHEET C0.60. 2.TOTAL DISTURBED AREA FOR THIS ON-SITE WORK IS APPROXIMATELY: 17.85 ACRES. NO R T H 2 N D E A S T TETON ISLAND CANAL NOT PART OF DISTURBED AREA NOT PART OF DISTURBED AREA AREA TO BE STABILIZED WITH PAVING. SEE MATERIALS PLAN SHEET C1.00 FOR MATERIALS AND DETAILS. AREA TO BE STABILIZED WITH LANDSCAPE. SEE LANDSCAPE PLAN SHEET L1.00 FOR MORE INFORMATION. INSTALL EROSION CONTROL BLANKETS PER DETAIL 1/C0.61. 04/09/2026 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M ESC Plan C0.60 Details PROFILE PLAN VIEW CONSTRUCTION SPECIFICATIONS 1.STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE LAYER. 2.LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3.THICKNESS-NOT LESS THAN 6 INCHES. 4.WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. 6.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 8.WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 10 ' M I N I M U M 50' MINIMUM 6" M I N . FILTER CLOTH MOUNTABLE BERM (OPTIONAL) EXISTING GRADE 10' 10 ' 10 ' EXISTING PAVEMENT 50' MINIMUM 1 Stabilized Construction Entrance (BMP 40) Scale: NTS LIFT STRAPS, FRAME OR OTHER METHOD OF LIFTING BAG FOR MAINTENANCE REQUIRED OVERFLOW PORTS OR METHOD FOR OVERFLOW IN LARGE STORM EVENTS STORM INLET STORM SEWER GRATE REINFORCED CORNERS OR METAL FRAME 2-FT MINIMUM CONTAINMENT BAG NOTES: 1.APPROVED MANUFACTURES: DANDYSACKTM OR FLEXSTORMTM 2.INSPECT AT FREQUENCY DESCRIBED IN ESC/SWPPP DOCUMENTS. REPAIR OR REPLACE AS NEEDED. 3.REMOVE SEDIMENT ACCUMULATIONS WHEN FILTER CAPACITY IS REDUCED BY 50%. 2 Drop Inlet Protection Type I (BMP 13) Scale: NTS WOOD STAKE SEE WOOD STAKE DETAIL THIS SHEET FIBER WATTLES SIZE AS NOTED ON PLAN SEE WOOD STAKE DETAIL THIS SHEET 5 Fiber Roll (BMP 64) Scale: NTS 24 " M I N I M U M FIBER WATTLE WOOD STAKE SLOPE SURFACE TRENCH DOW N S L O P E 6 Fiber Roll Stake Section (BMP 64) Scale: NTS DO W N S L O P E 24 " M I N I M U M FIBER WATTLE WOOD STAKE SLOPE SURFACE 7 Fiber Roll Stake Section 2 (BMP 64) Scale: NTS NOTES 1.DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. CONCRETE WASHOUT VARIES 5' (TYP.) 10 MIL (MIN.) PLASTIC LINER VARIES 3' (TYP.) VAR I E S 5 ' ( T Y P . ) VA R I E S 1 ' ( T Y P . ) POST SIGN NEAR BASIN 4 Concrete Washout (BMP 49) Scale: NTS NOTES: 1.INSPECT PERIODICALLY AND REPAIR/REPLACE AS REQUIRED. 2.REMOVE SEDIMENT ACCUMULATIONS WHEN FILTER CAPACITY IS IMPAIRED BY 50%. 3.OTHER METHODS OF INLET PROTECTION MAY BE APPROVED UPON REVIEW BY THE PLAN PREPARER. 4.SEE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #31 FOR ADDITIONAL INFORMATION. PLAN VIEW SECTION VIEW FILTER FABRIC DRAIN INLET FINISHED GRADE, PER PLANS FILTER FABRIC COMPACTED SUBGRADE DRAIN INLET DRAIN INLETTRAPPED SEDIMENT 3 Drop Inlet Protection Type III (BMP 13) Scale: NTS SWPPP General Notes: 1.ALL BMP NUMBERS ARE REFERENCED FROM IDAHO DEQ BEST MANAGEMENT PRACTICES. 2.ALL STORM WATER WILL BE CONTAINED ON SITE. 3.ALL BMP'S SHALL BE INSPECTED AT A MINIMUM OF ONCE EVERY 7 DAYS -OR- ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER. 4.INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: 4.1.THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR 4.2.RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR 4.3.CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER) IN ARID AREAS AND SEMI-ARID AREAS. 5.DEWATERING IS NOT EXPECTED FOR THIS SITE. ONSITE SWPPP CONTRACTOR IS RESPONSIBLE FOR ALL NON-STORMWATER MANAGEMENT. 6.STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE SWPPP RESPONSIBLE PERSON. 7.PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA. WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER OR A SIMILARLY EFFECTIVE MEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. 8.LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS POSSIBLE. ANCHOR TO PREVENT VANDALISM. 9.SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 10.ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY THE OWNER) AT A PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE STABILIZED PER BMP #44, 11.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. 12.SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATION MEASURES. 13.ALL GRADING, UTILITY, AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 A.M. AND 9:00 P.M. MONDAY THROUGH FRIDAY AND 8:00 A.M. TO 9:00 P.M. SATURDAY AND SUNDAY, UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. 14.ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE PERSON. 15.UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND CONDITIONS CONTAINED HEREIN. SWPPP Posting Requirements: 1.THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING FOR OBTAINING THE EPA NOTICE OF INTENT (NOI). 2.A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION GENERAL PERMIT AND COMPLETED INSPECTION FORMS), NOI, AND ACKNOWLEDGEMENT LETTER FROM EPA MUST BE RETAINED AT THE CONSTRUCTION SITE (OR OTHER LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS ) AND MADE AVAILABLE FOR REVIEW BY EPA, A STATE, OR OTHER LOCAL APPROVING AGENCY . 3.A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST CONTAIN THE FOLLOWING INFORMATION: ·AT A MINIMUM, THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER AND A CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT INFORMATION AS WELL AS THE ADDRESS OF THE SITE, THE PERMIT HOLDER’S NAME AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE (208.395.8888) MUST BE DISPLAYED THROUGHOUT CONSTRUCTION ·THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF AVAILABLE), OR THE FOLLOWING STATEMENT: “IF YOU WOULD LIKE TO OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS SITE, CONTACT THE EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC (VAKOC.MISHA@EPA.GOV) (206) 553-6650 ” ·AND THE FOLLOWING STATEMENT “IF YOU OBSERVE INDICATORS OF STORMWATER POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY, CONTACT THE EPA THROUGH THE FOLLOWING WEBSITE: HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL-VIOLATIONS.” ·THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT IS NEAREST TO THE ACTIVE PART OF THE CONSTRUCTION SITE. ·THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A PUBLIC RIGHT-OF-WAY. 4.THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I, SECTION I.11 OF THE CONSTRUCTION GENERAL PERMIT. 5.THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING THE EPA FORMS FOR N.O.T. (NOTICE OF TERMINATION). Soil Stabilization: 1.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 2.LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. 3.EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 3.1.WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL. 3.2.WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. NOTE: ONE OF THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: 1.MULCHING (BMP 52) - APPLY GRAVEL, STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, : 2.GEOTEXTILE (BMP 53) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, : 3.MATTING (BMP 54) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO PREVENT EROSION. SEE APPENDIX F OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. PERMANENT SOIL STABILIZATION BMPS: LANDSCAPING (BMP 32) - COORDINATE WITH THE APPROVED LANDSCAPE PLAN FOR LOCATIONS AND TIMING. GENERAL: 1.PERFORM HYDROSEEDING PER THE REQUIREMENTS OF HOME DEPOT SPECIFICATIONS SECTION 329223. 2.HYDRAULIC MULCH SHALL CONFORM TO THE REQUIREMENTS OF HOME DEPOT SPECIFICATIONS SECTION 329223 SECTION 2.01.K. 3.THIS PROJECT WILL RELY PRIMARILY UPON NATURAL PRECIPITATION FOR SEED GERMINATION AND ESTABLISHMENT. THE NATURAL PRECIPITATION AT THE SITE PROVIDES MARGINAL MOISTURE FOR REVEGETATION EFFORTS. IF DEEMED NECESSARY, CONTRACTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED GERMINATION DURING LOW PRECIPITATION TIMES OF YEAR. CONTRACTORS SHOULD ATTEMPT TO APPLY SEED IN CONCERT WITH APPROPRIATE WEATHER PATTERNS TO ENSURE SEEDING SUCCESS. IF DRY WEATHER PERSISTS FOLLOWING SEED APPLICATION TEMPORARY IRRIGATION IS RECOMMENDED TO ENSURE SEED ESTABLISHMENT SEED: 1.MIXTURE BLEND OF: SPECIES RATE IN LBS/ACRE “ANATONE” BLUEBUNCH WHEATGRASS 8 “COVAR” SHEEP FESCUE 8 SANDBERG'S BLUEGRASS 6.5 THICKSPIKE WHEATGRASS 5 “EAGLE” WESTERN YARROW 1.75 SMALL BURNETT 3.25 IDAHO FESCUE 1.5 SAND DROPSEED 1.5 ANNUAL RYE 1.5 LEWIS BLUEFLAX 1.5 RABBITBRUSH 0.75 SAGEBRUSH 0.75 TOTAL 40 LBS PURE LIVE SEED 2.APPLY AT A RATE OF 40 LBS PER ACRE. 3.SEED SHALL BE PROVIDED FROM AND MIXED BY A CERTIFIED DEALER. SEED MIXTURE SHALL BE LABELED WITH MANUFACTURER'S GUARANTEED ANALYSIS, GERMINATION RATE AND PURITY RATE. Hydroseeding Notes: 04/09/2026 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M ESC Plan C0.61 Waters of the US PROJECT LOCATION 1 MILE RADIU S Waters of the US Map SOUTH TETON RIVER - INTERMITTENT STREAM NOT ASSESSED TRENCH IN E.C. BLANKET AT TOP OF SLOPE TO ANCHOR. INSTALL LANDSCAPE STAPLES 12-IN O.C. AND BACKFILL TRENCH WITH EARTH. INSTALL FIBER ROLLS PER DETAILS 3+4, PARALLEL TO CONTOURS AT MAXIMUM 8-FT SEPARATION BETWEEN ROWS. EXTEND E.C. BLANKET MINIMUM 1-FT BEYOND TOE OF SLOPE AND ANCHOR WITH LANDSCAPE STAPLES 12-IN O.C. OVERLAP E.C. BLANKETS ±1-FT AND ANCHOR WITH LANDSCAPE STAPLES 12-IN O.C. AND PLACE FIBER ROLLS PER DETAILS 3+4 ALONG OVERLAP. NOTES: 1.RAKE SLOPE SMOOTH TO ENSURE CONTACT BETWEEN E.C. BLANKET AND GROUND SURFACE. 2.INSTALL LANDSCAPE STAPLES 2-FT O.C. IN STAGGERED ROWS 1-FT APART IN THE E.C. BLANKET FIELD. Scale: NTS Erosion Control Blanket Installation1 04/09/2026 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 VA N 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 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 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 E E D SD SD X X X X X X X X X X X X X X X X X X X STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING STAGINGSTAGINGSTAGINGSTAGING 18+0 0 19+00 20+00 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 SD SD SDSD MTR MTR SDSD LOADING ZONELOADING ZONELOADING ZONE SD SD SD GMTR GIRR HG GIRR HG GIRR GIRR SAN SAN SD SD X X X X X X X X X X X X X X X X X X X 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 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 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 E E D R/WR/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W 1 2.85 ACRESR/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W (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 13 14 14 13 13 13 SN O W S T O R A G E AR E A : 1 2 , 1 8 6 S F . SNOW STORAGE AREA: 15,365 SF. 16 15 16 16 15 16 16 15 16 (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 11 17 14 17 17 4.1 (TYP 7) 4.1 (TYP 3) 4.1 (TYP 3) 4.1 (TYP 7) (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 2, 3 & 4/C1.52. 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 6/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. 13.4-FT TALL CHAIN LINK FENCE AROUND PERIMETER OF STORM DRAIN SWALE. 14.20-FT WIDE DOUBLE SWING GATE. 15.INSTALL 3" ROLLED CURB PER ISPWC SD-702. 16.2-FT CURB TRANSITION FROM VERTICAL CURB TO ROLLED CURB. 17.5-FT x 19-FT CONCRETE PAD. SEE DETAIL 4/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 COVERAGE CALCULATIONS: NON PERMEABLE AREA 240,411 SF PERMEABLE AREA 47,564 SF SNOW STORAGE REQ. 24,041 SF SNOW STORAGE PROVIDED 27,551 SF HEAVY DUTY ASPHALT PAVING - SEE DETAIL 1/C1.50. IRRIGATION CANAL EASEMENT. REFER TO LANDSCAPE PLANS FOR MORE INFORMATION. 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 PER DETAIL 1/C3.50. STANDARD ASPHALT PAVING - SEE DETAIL 2/C1.50. 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 6 A M C1.00 Site Materials Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 Materials Plan See Sheet C5.00 Teton Island Canal N. 2 n d E a s t Teton Island Canal N. 2 n d E a s t 04/09/2026 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 E E 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 VA N 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 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 E E D SD SD 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 X STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING STAGINGSTAGINGSTAGINGSTAGING 18+0 0 19+00 20+00 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 SD SD SDSD MTR MTR SDSD LOADING ZONELOADING ZONELOADING ZONE SD SD SD GMTR GIRR HG GIRR HG GIRR GIRR SAN SAN SD SD 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 X X SAN R/WR/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W 1 2.85 ACRESR/ 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' 20'29'20' 25 . 5 ' 13 . 1 1 ' 26 ' 8' 72 . 4 9 ' 80.64' 5.63' 80.79' 74.83'117.03'20' 20'26'11.42' 26 5 . 2 5 ' 155.43' 9' T Y P 18 4 ' 89 . 7 4 ' 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 ' TY P 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 ' 10 . 5 ' 5.9' 10 ' 26 ' 9' 72 ' 14 4 ' 10 ' 26 ' 9' 29 ' 12 6 ' 99 ' 9' 5' 713' 714' BC-BC 162' 9' TYP 28.51'26'17.96'374' 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' 10 . 5 ' 11 7 ' 8' T Y P 24 3 ' 8' T Y P 27 2 ' 12 . 5 ' 20 ' 16 6 . 3 7 ' 20 ' 26 2 . 6 3 ' 20 ' 6' 20' 6' 6' 20 ' 9' TYP 69.46' 6'5' 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C1.20 Site Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 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 Teton Island Canal N. 2 n d E a s t 04/09/2026 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 VA N 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 T T T G T T TOP 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 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 UGP R / W R/ W E E D SD SD X X X X X X X X X X X X X X X X X X X STAGING STAGING STAGING STAGING CANTILEVER RACK STAGING STAGINGSTAGINGSTAGINGSTAGING 18+0 0 19+00 20+00 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 SD SD SDSD MTR MTR SDSD LOADING ZONELOADING ZONELOADING ZONE SD SD SD GMTR GIRR HG GIRR SAN SAN SD SD X X X X X X X X X X X X X X X X X X X SAN T T T G T T TOP 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 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 UGP R / W R/ W E E D R/WR/W R/WR/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L R/W 1 2.85 ACRES R/ W R/ W R/ W R/ W R/ W R/ W R/ W 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 2/C1.52. 2.2.PER DETAIL 3/C1.52. 2.3.PER DETAIL 4/C1.52 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 3/C1.52 FOR INFORMATION. 14.PAINT "YIELD" LETTERING PER HOME DEPOT STANDARD SEE DETAIL 4/C1.52 FOR MORE INFORMATION. 15.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. 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. 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 6 A M C1.21 Striping Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 Teton Island Canal N. 2 n d E a s t 04/09/2026 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C1.50 Site Details Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 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 6" 3' - 0 " 4' - 0 " 1'-6" DIAMETER 6" DIAMETER, SCHEDULE 40 STEEL PIPE. FILL WITH CONCRETE. PAINT: OSHA YELLOW ROUNDED CONCRETE TOP FINISH GRADE/PAVEMENT CONCRETE FOOTING 1" W A S H 6 Typical 6-IN Diameter Bollard Scale: NTS 04/09/2026 x x xx xx xxx xx NONFREEZE YARD HYDRANT, WOODFORD MODEL W34 OR APPROVED EQUAL 3/4" BRASS HOSE NOZZLE 3' - 0 " C 4 X 5.4 GALVANIZED STEEL CHANNEL STIFFENER ATTACH RISER TO STIFFENER WITH GALVANIZED U-BOLT, TYP RISER 2'-0" X 2'-0" X 6" CONCRETE PAD. CONCRETE SHALL HAVE 4,000 PSI MINIMUM 28-DAY COMPRESSIVE STRENGTH. 6 X 6 - W1.4 X W1.4 WWF FINISHED GRADE 6" AGGREGATE BASE, COMPACTED TO MIN. 90% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY VALVE BODY BE L O W LO C A L FR O S T DE P T H 1" PE IRRIGATION WATER SUPPLY. INSTALL 2 CUBIC FEET OF 1/2" GRAVEL AROUND VALVE BODY 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C1.51 Site Details Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 Yard Hydrant Scale: NTS 04/09/2026 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 24" WIDE WHITE STOP BAR (TYP) 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' 6" WIDE WHITE STRIPING 6' 8' 4' 11 ' VA N YI E L D YI E L D 8' 6' 4' 3. 5 ' 24" WIDE WHITE STOP BAR (TYP) SIGN PER DETAIL 8 & 9/C1.50 DIRECTIONAL ARROW 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 6" WIDE WHITE STRIPING 24" WIDE WHITE STOP BAR (TYP) 12" 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 W LOADING ZONE 9' 5' 4' 4' 4. 5 2 ' 3. 5 ' 26 ' 6' 3' 29 ' 6" WIDE WHITE STRIPING 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C1.52 Site Details Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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: 1" = 20' 9' 9' 9' 20'20' 3 ADA Parking Crossing Area Garden Center Scale: 1" = 10' 2 ADA Parking Crossing Area Front Entrance Scale: 1" = 10' 4 ADA Parking Crossing Area Lumber Yard Scale: 1" = 10' 04/09/2026 R/W R/W R/W R/W R/W R/W R/W R/ W 46 + 0 0 10+00 11+00 IV EP EP EP EP 10+00 11+00 4.9 % 6.7% 5 . 5 % 6.6 % 0.8% 2. 0 % 0.8% 0.8% FG: 4880.80 FG: 4880.72 FG: 4880.34 FG: 4880.26 FG/POLE: 4880.53 FG: 4880.10 FG: 4880.10 FG/POLE: 4880.20 FG: 4880.31FG: 4880.38 TETON RIVER STA: 10+64.54, OFF: 42.63'R TETON RIVER STA: 10+54.27, OFF: 42.47'L N 2ND E STA: 46+67.66, OFF: 46.36'R N 2ND E STA: 45+66.78, OFF: 56.48'R STA: 10+72.50, OFF: 33.50'R TBC: 4879.96 STA: 10+62.41, OFF: 33.50'L TBC: 4880.05 STA: 45+58.75, OFF: 47.50'R TBC: 4880.33 STA: 46+75.83, OFF: 37.41'R TBC: 4880.90 7' 7 ' 7' 7' 4' 4' 4' 4 ' RETAIN AND PROTECT EXISTING RAMP RETAIN AND PROTECT EXISTING RAMP RETAIN AND PROTECT EXISTING RAMP RETAIN AND PROTECT EXISTING RAMP REMOVE AND REPLACE CONCRETE AS REQUIRED FOR SIGNAL INSTALLATION. SEE SHEET C5.41. REMOVE AND REPLACE CONCRETE AS REQUIRED FOR SIGNAL INSTALLATION. SEE SHEET C5.41. 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 3 r a m p 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C1.53 Intersection Ramp Details 2nd East & Teton River Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 Teton River Temple St & 2nd East Ramp Details Scale: 1"=10' N 2 n d E a s t Teton River Temple St Teton River Temple St R25' R2 5 ' 04/09/2026 R/W R/W R/W R/W R/W R/W R/W R/W R/W P/ L P/ L 14+0014+00 SD 3.5% 4.4% 6.9% 5.0% 1 . 8 % 1 . 8 % 1. 2 % 0.9 % FG: 4877.88 FG: 4877.79 FG: 4878.49 FG: 4878.40 TETON RIVER STA: 13+64.77, OFF: 37.00'L TETON RIVER STA: 14+28.46, OFF: 37.00'L STA: 13+53.46, OFF: 27.50'L TBC: 4877.86 STA: 14+39.77, OFF: 27.50'L TBC: 4878.22 30 + 0 0 30 + 5 0 STA: 30+48.54, OFF: 13.50'L TBC: 4878.24 STA: 30+53.54, OFF: 13.50'L TBC: 4878.33 STA: 30+59.99, OFF: 13.50'R TBC: 4878.63 R 2 5 ' R2 5 ' 7' 5 ' 7' 5 ' P/LP/LP/LP/LP/L FG: 4880.55 FG: 4880.55 FG: 4880.60FG: 4881.07 FG: 4880.60 7.9% 7.8% 1. 6 % 1. 8 % 6'5' 6' R/W R/W R/W R/W R/W R/W R/W R/W R/W P/ L P/ L 19+0019+00 40 + 0 0 40 + 5 0 STA: 18+75.09, OFF: 27.50'L TBC: 4879.86 STA: 19+45.60, OFF: 27.50'L TBC: 4879.58 STA: 40+43.03, OFF: 13.50'L TBC: 4880.15 STA: 40+61.06, OFF: 13.50'R TBC: 4879.97 R25' R25' 3.4% 5.2% 5.0% 3.4% 1 . 8 % 1 . 8 % 1.3 % 0. 9 % FG: 4880.08 FG: 4879.99 FG: 4879.79 FG: 4879.70 7' 5 ' 7' 5 ' TETON RIVER STA: 18+84.29, OFF: 37.00'L TETON RIVER STA: 19+36.40, OFF: 37.00'L 1 Teton River Temple St & Access 1Ramp Details Scale: 1"=5' 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 3 r a m p 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C1.54 Intersection Ramp Details & Site Ramp Detail Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 Teton River Temple St & Access 2 Ramp Details Scale: 1"=5' 3 Connection to Site Ramp Detail Scale: 1"=5' Teton Rive r T e m p l e S t Teton Rive r T e m p l e S t A c c e s s 1 Ac c e s s 2 04/09/2026 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 VA N 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 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 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 ' SD SD X X X X X X X X X X X X X X X X X X X 19+00 20+00 SAN SD SD SDSD MTR MTR SDSD SD SD GMTR GIRR HG GIRR HG GIRR GIRR SAN SAN SD SD X X X X X X X X X X X X X X X X X X X SAN 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 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 ' R/WR/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L LOT 1 BLOCK 1 10.98 ACRES R/W 1 R/ W R/ W R/ W R/ W R/ W R/ W R/ W LOT 2 BLOCK 1 2.85 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES GB GB GB GB GB GBGBGBGBGBGBGBGBGBGBGB GB GB GB G B 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: 80.04 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: 80.54 TA: 80.55 TA: 80.55 TA: 79.36 TA: 80.55 TA: 80.75 TA: 80.55 TA: 80.56 TA: 80.21 TA: 80.14 TA: 80.42 TA: 80.13 TA: 79.26 TA: 79.83 TA: 80.37 TA: 79.15 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: 80.33 4 8 7 9 48 8 0 48 8 1 48 8 1 48 8 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% 1. 9 % 1. 5 % 2. 4 % 1. 7 % 1.6% 2.2% 1.7% 2. 1 % 2. 2 % 1. 9 % 1. 5 % 1.2% 2.2% 2.8% 2.0% 1.9% 1. 0 % 1. 9 % 1. 7 % TA: 79.71 TA: 79.85 TA: 79.50 TA: 79.88 TA: 79.55 TA: 79.69 TA: 79.99 TA: 79.76 TA: 80.02 TA: 80.14 TA: 79.84 TA: 79.76 TA: 79.40 TA: 79.58 TA: 79.88 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. 0 % 1. 0 % 1. 0 % 1. 2 % 1. 3 % 2. 4 % 1. 2 % 1. 3 % 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: 81.12 TA: 80.86 TA: 81.05 TA: 81.22 TA: 81.22 TA: 81.05 TA: 81.02 TA: 81.32 TA: 80.83 TA: 81.04 TA: 81.13 TA: 81.05 TA: 81.37 TA: 81.27 TA: 81.04 TA: 81.00 TA: 80.65 TA: 80.38 TA: 80.25 TA: 79.87 TA: 80.15 TA: 79.96 TA: 80.30 TA: 80.35 TA: 80.70 TA: 80.82 TA: 80.64 TA: 80.59 TA: 80.71 TA: 80.75 TA: 80.31 TA: 79.99 TA: 80.52 TA: 80.97 TA: 80.97 TA: 81.01 TA: 80.89 TA: 80.35 TA: 80.44 FG: 73.50 FG: 73.50 RIM: 78.00 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: 79.63 TC/TA: 79.82 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 4880 487 9 487 8 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: 80.45 TC/TA: 80.36 TC: 80.54 TC: 80.45 TC: 79.97 TC: 79.77 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 48814881 TC: 80.88 GB 0.7% TC: 78.41 TC: 77.64 TC: 77.48 TC: 78.25 TC: 77.63 TC: 77.56 TC: 77.72 TC: 77.82 TC: 78.64 TC: 78.89 TC: 78.56 TC: 78.81 4:1 CATCH LIMITS4:1 CATCH LIMITS 4:1 CATCH LIMITS CATCH TO EXISTING AT PROPERTY LINE CATCH TO EXISTING AT PROPERTY LINE 4:1 CATCH LIMITS 4:1 CATCH LIMITS4:1 CATCH LIMITS 4:1 CATCH LIMITS CATCH TO EXISTING AT PROPERTY LINECATCH TO EXISTING AT PROPERTY LINE SEE SHEET C5.40 FOR SIDEWALK GRADING ALONG N 2ND EAST TA: 79.76 TA: 79.46 TA: 79.27 TA: 79.23 TA: 79.46 TA: 79.40 TA: 79.65TA: 79.70 TA: 79.51 TA: 79.56 Horizontal Scale: 0 40'80' 1" = 40' Grading Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C2.00 Grading Plan Teton Island Canal N. 2 n d E a s t 04/09/2026 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 VA N 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 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 EMTR E E D 12''SD12''SD 6' ' S D 6' ' S D 15''SD15''SD18''SD18''SD18''SD18''SD SD SD X X X X X X X X X X X X X X X X X X X 18''SD 15''SD 15''SD 15''SD 15''SD 12 ' ' S D 12 ' ' S D 19+00 20+00 SAN 18''SD SD SD SDSD MTR MTR SDSD SD SD GMTR GIRR HG GIRR HG GIRR GIRR SAN SAN 4''SD4''SD4''SD4''SD4''SD 4''SD 4''SD 4''SD 4''SD 4''SD SD SD X X X X X X X X X X X X X X X X X X X 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4 ' ' P I R R 4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR 2''PIRR SAN 4' ' P I R R 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 EMTR E E D R/WR/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L LOT 1 BLOCK 1 10.98 ACRES R/W 1 R/ W R/ W R/ W R/ W R/ W R/ W R/ W LOT 2 BLOCK 1 2.85 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES 4 8 7 9 48 8 0 4880 4895 4890 4885 48 8 1 4883 4882 4881 4883 4882 4881 48 8 0 48 8 1 4 8 7 9 4 8 8 0 4 8 8 1 48 8 0 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 4881.58± 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: 4881.66± SUMP: 4873.25 IE IN: 4875.40, 15-IN PVC (E) IE IN: 4875.55, 12-IN PVC (N) IE IN: 4878.67, 6-IN PVC (S) 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 IN: 4878.67, 6-IN PVC (S) 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 IN: 4878.43, 6-IN PVC (W) IE OUT: 4877.20, 12-IN PVC (N) 48-IN MH WITH FLAT LID PER ISPWC SD-611 RIM: 4881.64± 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: 4880.33± 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: 4878.71± 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 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 33 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: 4878.70± 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: 4881.68± 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) 55-LF OF 4-IN PVC AT 0.87% 7-LF OF 4-IN PVC AT 21.50% 48-LF OF 4-IN PVC AT 1.00% 4-IN CO PER ISPWC SD-506A RIM: 4881.69± IE IN: 4877.38, 4-IN PVC (N) IE OUT: 4877.38, 4-IN PVC (E) 17-LF OF 4-IN PVC AT 6.64% 4-IN CO PER ISPWC SD-506A RIM: 4881.71± IE IN: 4877.38, 4-IN PVC (N) IE OUT: 4877.38, 4-IN PVC (W) 7-LF OF 4-IN PVC AT 15.15% 123-LF OF 6-IN PVC AT 1.51% 4-IN CO PER ISPWC SD-506A RIM: 4881.28± 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% 40-LF OF 6-IN PVC AT 1.38% 4-IN CO PER ISPWC SD-506A RIM: 4881.28± IE IN: 4878.45, 6-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% 34-IN PVC IE: 4878.50 4-IN PVC IE: 4878.50 4-IN PVC IE: 4878.50 6-IN PVC IE: 4879.00 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 16-LF OF 6-IN PVC AT 2.00% 6-IN PVC IE: 4879.006 16-LF OF 6-IN PVC AT 2.00% 6-IN PVC IE: 4879.00 5 16-LF OF 6-IN PVC AT 2.00% 6-IN PVC IE: 4879.00 6 64-IN PVC IE: 4878.50 7-LF OF 4-IN PVC AT 15.79%6-IN PVC IE: 4878.52 6 28-LF OF 6-IN PVC AT 2.00% 6-IN PVC IE: 4879.00 6 3.0:1 3.0:1 5 5 5 5 5 55 Sheet Notes: Keynotes: 1.INSTALL INFILTRATION SWALE PER DETAIL 1/C3.50. DIMENSIONS AND ELEVATIONS PER PLAN. 1.1.SWALE BOTTOM FINISHED GRADE ELEVATION = 4875.50 1.2.HIGH WATER ELEVATION ELEVATION = 4875.50 2.INSTALL 10-FT x 10-FT RIP RAP OUTLET PROTECTION PER DETAIL 1/C3.50. 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 PER DETAIL 2/C3.50. COORDINATE WITH STRUCTURAL PLANS AND DETAIL 2/C3.50. 6.PERIMETER FOOTING DRAIN DISCHARGE CONNECTION TO DRAINAGE SYSTEM. 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.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C3.00 Drainage Plan Teton Island Canal N. 2 n d E a s t 04/09/2026 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C3.50 Drainage Details ZONE OF INFLUENCE BUILDING FOUNDATION (SHOWN APPROX., SEE STRUCTURAL) NON-WOVEN SEPARATION GEOTEXTILE (MIRAFI 140N OR ENGINEER APPROVED EQUIVALENT) 4-INCH DIAMETER PERFORATED DRAINAGE PIPE. SLOPE TO DISCHARGE LOCATIONS 3/4" WASHED CRUSHED DRAIN ROCK EXTERIOR FINISHED GRADE MATERIALS VARY INTERIOR FINISHED FLOOR SLAB 4- I N , M I N . Scale: NTS Foundation Drainage at Building Wall - Typical Section2 PERVIOUS AREA - ENTIRE BASIN BOTTOM BASIN BOTTOM COMPLETELY LEVEL ASTM C33 FILTER SAND: ·UNCOMPACTED FREE-DRAINING NATIVE MATERIAL. 1.COMPACTION OF THE SWALE BASIN SHALL BE AVOIDED. IN THE EVENT OF COMPACTION BY HEAVY EQUIPMENT, THE SWALE BASIN SHALL BE TILLED TO ALLOW INFILTRATION. NOTES: 4- F T ± ( S E E S H E E T C3 . 0 0 F O R M O R E IN F O R M A T I O N ) 1- F T M I N . B A S E D ON E N G I N E E R S IN S P E C T I O N BASIN SLOPES 3:1 MAX (TYP) 12" ANGULAR RIP RAP AT END OF DISCHARGE PIPE. SEE PLANS FOR SIZE AND LOCATION. INFLOW PIPE. SIZE VARIES, SEE PLAN VIEW. ROCK MULCH. SEE LANDSCAPE PLANS. 1 Drainage Swale Scale: NTS 04/09/2026 SS 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 XTOE TOETOE TOETOETOETOETOE CO TT OHP OHPOHPOHPOHPOHPOHP OHP OHP U G P W W EP EP EP EMTR E E EMTRE E DD DD WV WV BO W WV SS D D DD G G G G G G G G G G F O F O F O F O F O F O F O F O F O FO FO FO FO FO FO SS 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 XTOE TOETOE TOETOETOETOETOE CO TT OHP OHPOHPOHPOHPOHPOHP OHP OHP U G P W W EP EP EP EMTR E E EMTRE E DD DD WV WV BO W WV SS D D DD 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 XXXXXXXX X 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 UG P UGP UGP UGP 8''SS8''SS8''SS 8' ' S S 8' ' S S 8' ' S S 12 ' ' W 8 ' ' S S 8 ' ' S S 1 2 ' ' W 8 ' ' S S 12 ' ' W 12''W12''W SA N 8' ' S S 8' ' S S SA N SD SD SD SD MT R MT R SD SD SD SD SD SD SD SD G G G G G G G G GM T R GI R RHG GI R RHG GIR R GIR R SA N FOFOFOFOFO F O FOFO SA N G G FO FO FO U G P U G P U G P U G P UG P UG P UG P SA N 4' ' S D 4' ' S D 4' ' S D SD SD XXXXXXXX SA N SA N SA N SA N SA N SS SS 8''SS8''SS8''SS8''SS 8' ' S S 8' ' S S SA N SA N SA N SA N 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 P/LP/L P/L P/ L P/ L P/ L P/ L P/ L P/L P/LP/LP/LP/L R/ W LOT 5 BLOCK 1 9.13 ACRES LOT 1 BLOCK 1 10.98 ACRES R/WR/WR/WR/W LOT 2 BLOCK 1 2.85 ACRES LOT 1 BLOCK 2 11.35 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C4.00 Overall Uility Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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.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 E 15th N 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 C4.52 FOR SEWER PLAN & PROFILE TO THE HOME DEPOT SITE SEE SHEET C4.01 FOR ONSITE UTILITIES PLAN AND SHEET C4.53 FOR SITE SEWER PLAN & PROFILE CONNECTIONS Te t o n I s l a n d C a n a l SEE SHEET C4.51 FOR N 2ND E SEWER PLAN AND PROFILE 3 04/09/2026 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 VA N 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 G G G GFOFO FO FO FO FO FO FO FO 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 EMTR 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 X X X X X X X X X X X X X X X X X X X 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 19+00 20+00 UG P UG P UG P UG P UG P UG P 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8''SS 8''SS 12''W 8''SS8''SS8''SS8''SS8''SS SAN 18''SD SD SD SDSD MTR MTR SDSD 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 SAN FO FO FO FO FO FO FO FO FO FO FO FO FO FO SAN UGP UGP UGP UGP UGP 4''SD4''SD4''SD4''SD4''SD 4''SD 4''SD 4''SD 4''SD 4''SD SD SD X X X X X X X X X X X X X X X X X X X 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4 ' ' P I R R 4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR 2''PIRR SAN 4' ' P I R R 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 EMTR E E D R/WR/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/L P/ L P/ L P/ 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 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: 4877.83, 4-IN PVC (S) 4-IN CO PER ISPWC SD-506A RIM: 4881.84± IE OUT: 4878.00, 6-IN PVC (E) 4-IN CO PER ISPWC SD-506A RIM: 4881.77± IE OUT: 4878.00, 6-IN PVC (E) 4-IN CO PER ISPWC SD-506A RIM: 4881.67± IE IN: 4877.90, 6-IN PVC (W) IE OUT: 4877.90, 6-IN PVC (S) SS MH 04B SS MH 04C SS MH 04A SS MH 08 384-LF OF 8-IN PVC AT 0.40% 168-LF O F 8 - I N P V C A T 0 . 4 0 % 400-LF OF 8-IN PVC AT 0.60% 56-LF OF 4-IN PVC AT 5.11%64-LF OF 4-IN PVC AT 5.07% 64-LF OF 4-IN PVC AT 4.14% 69-LF OF 6-IN PVC AT 1.05% 10-LF OF 6-IN PVC AT 1.05% 5-LF OF 6-IN PVC AT 7.06% 8-IN PVC IE: 4872.18 642-LF 8-IN CLASS 50 DIP 11-LF 8-IN CLASS 50 DIP 30-LF 8-IN CLASS 50 DIP 19-LF 8-IN CLASS 50 DIP 297-LF 8-IN CLASS 50 DIP 15-LF 6-IN CLASS 50 DIP 186-LF 10-IN CLASS 50 DIP 44-LF 10-IN CLASS 50 DIP 176-LF 8-IN CLASS 50 DIP 60-LF OF 8-IN PVC AT 0.40%1.1 2 3 4 6 4 7990° 10 8 888 8 8 4 4 12-LF 6-IN CLASS 50 DIP 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 1.4 1.4 2.3 4 4 1 1.4 1.4 321-LF 8-IN CLASS 50 DIP 1.4 1.4 1.41.41.41.4 1.4 1.4 1.4 356-LF 12-IN CLASS 50 DIP 183-LF 8-IN CLASS 50 DIP 445-LF 8-IN CLASS 50 DIP 4 8-IN PVC IE: 4871.29 32-LF OF 8-IN PVC AT 0.40% 2 16 2 21 16 9 11.25° 16 2 8-IN PVC IE: 4871.34 44-LF OF 8-IN PVC AT 0.40% 24-LF OF 4-IN PVC AT 5.11% 43-LF 8-IN CLASS 50 DIP 22 5 11.25° 9 11.25° 41-LF 6-IN CLASS 50 DIP 59-LF OF 6-IN PVC AT 1.05% 13-LF 12-IN CLASS 50 DIP 10-LF 6-IN CLASS 50 DIP 47-LF 1-IN PE 25 26 1.5 1.5 1.5 1.5 27 88 5-LF OF 4-IN PVC AT 5.11% 90° 3 33 3 3 3 3 8 60-LF OF 8-IN 59-LF OF 8-IN PVC AT 0.40% 8-IN PVC IE: 4872.952 100 ° 9 7 ° 21 51-LF 8-IN CLASS 50 DIP 49-LF 12-IN CLASS 50 DIP 16 83° 8 16 35-LF 8-IN CLASS 50 DIP 7 4-LF 6-IN CLASS 50 DIP 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 BUTTERFLY VALVES, AND THRUST BLOCK PER ISPWC SD-403. 2.INSTALL 8-IN x 12-IN TEE, (1) 8-IN GATE VALVE, (1) 12-IN x10-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 8-IN TEE, (1) 8-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403. 8.MAINTAIN POTABLE/NON POTABLE SEPARATION IN ACCORDANCE WITH 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.INSTALL 4-IN BLOW OFF PER ISPWC SD-405 FOR FUTURE CONTINUATION. CLOSE VALVE AT MAINLINE AND REMOVE WATER FROM PIPE AFTER TESTING. 17.REMOVE EXISTING FITTINGS, VALVE, AND HYDRANT. CONNECT NEW PIPE. INSTALL 12-IN TEE, (1) 12-IN BUTTERFLY 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 12-IN TEE, (2) 12-IN BUTTERFLY VALVES, AND THRUST BLOCK PER ISPWC SD-403. 20.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN BUTTERYFLY VALVES. 21.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES. 22.INSTALL 8-N x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN BUTTERFLY VALVES. 23.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES. 24.INSTALL 6-IN x 1 25.2-IN TEE, (1) 6-IN GATE VALVE, (1) 12-IN BUTTERFLY VALVE, AND THRUST BLOCK PER ISPWC SD-403. 26.1-IN IRRIGATION SUPPLY TO YARD HYDRANT. COORDINATE CONNECTION WITH MECHANICAL PLANS. 27.INSTALL YARD HYDRANT PER DETAIL 2/C1.52 AND MANUFACTURER'S REQUIREMENTS. 28.WALL MOUNTED FIRE DEPARTMENT CONNECTION. COORDINATE WITH MECHANICAL PLANS. 29.INSTALL 6-IN x 8-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403. Sewer Keynotes: 1.INSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO BUILDING. 2.CAP AND MARK END PER ISPWC SD-512. 3.INSTALL SEWER SERVICE PER ISPWC SD-511. 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 1.5.HAND HOLE 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.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C4.01 Site Utilities Plan See Sheet C4.02 Se e S h e e t C 4 . 0 3 Teton Island Canal N. 2 n d E a s t 2 2 04/09/2026 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 RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO T IRR T T MB IV IV EP EP EP EP EP FO FO TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EP EP SD CO 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 D D D BO W WV D 12''SD12''SD15''SD15''SD18''SD18''SD18''SD18''SD SD SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W X X X X X 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W UGP UGP 10+00 11+00 12+00 13+00 14+00 15+00 16+ 0 0 17+ 0 0 18+0 0 19+00 20+00 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''SS 8''SS 8''SS 12''W 8''SS 8''SS 8''SS 12''W 12''W 12''W 8''SS 8''SS 12''W 8''SS 12''W12''W12''W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W SD SD SD SD SD SD G G G G G UGP FO FO FO FO FO FO FO FO FO FO FO FO FO FO SAN G G G G G FO FO FO FO FO FO UGP UGP UGP UGP UGP UGP UGP UGP UGP SAN X X 4' ' P I R R 4 ' ' P I R R 4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR 2''PIRR 2''PIR R 2''PIRR 2''PIR R 2''PIRR 2''PIR R 4 ' ' P I R R SAN SAN SAN SS SS SS SS 4' ' P I R R 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S SAN SAN T IRR T T MB IV IV EP EP EP EP EP FO FO TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E TO E EP EP SD CO 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 D D D BO W WV D 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 P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/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 SS MH 04A SS MH 08 SS MH 07 SS MH 04 SS MH 06 SS MH 05 65-LF OF 8-IN PVC AT 0.40% 384-LF OF 8-IN PVC AT 0.40% 109-LF OF 8-IN PVC AT 0.40% 168-LF O F 8 - I N P V C A T 0 . 4 0 % 228- L F O F 8 - I N P V C A T 0 . 4 0 % 176-LF O F 8 - I N P V C A T 0 . 4 0 % 232-LF OF 8-IN PVC AT 0.40% 8-IN PVC IE: 4872.18 60-LF OF 8-IN PVC AT 0.40%1.1 1.1 1.4 1.41.4 1.4 1.4 1.4 1.4 1.4 1.4 272-LF 8-IN CLASS 50 DIP 42-LF 8-IN CLASS 50 DIP 356-LF 12-IN CLASS 50 DIP 21 4 4 8-IN PVC IE: 4871.29 32-LF OF 8-IN PVC AT 0.40% 2 16 28-LF 12-IN CLASS 50 DIP 97-LF 12-IN CLASS 50 DIP 17 17 18 511.25° 23-LF 6-IN CLASS 50 DIP 4 2 511.25° 20 911.25° 522.5° 16 2 21 522.5° 16 1.4 2 9 11.25° 16 34-LF 8-IN CLASS 50 DIP 2 8-IN PVC IE: 4871.34 44-LF OF 8-IN PVC AT 0.40% 195-LF 12-IN CLASS 50 DIP 26-LF 12-IN CLASS 50 DIP 31 4 - L F 1 2 - I N C L A S S 5 0 D I P 11-LF 12-IN CLASS 50 DIP 228- L F 1 2 - I N C L A S S 5 0 D I P 43-LF 8-IN CLASS 50 DIP 22 19 5 11.25° 9 11.25° 7-LF 8-IN CLASS 50 DIP 1.5 1.5 8 16 92° 163 ° 97 ° 8 8 8 8 8 61-LF OF 8-IN PVC AT 0.40% 8-IN PVC IE: 4871.18 145-LF 1 2 - I N C 9 0 0 24-LF 8-IN CLASS 50 DIP 52-LF 8-IN CLASS 50 DIP 95 ° 511.25° 21 8-IN PVC IE: 4869.862 8-IN PVC IE: 4872.95 60-LF OF 8-IN PVC AT 0.40% 59-LF OF 8-IN PVC AT 0.40% 8-IN PVC IE: 4872.952 100 ° 9 7 ° 21 51-LF 8-IN CLASS 50 DIP 49-LF 12-IN CLASS 50 DIP 16 83° 65-LF 8-IN CLASS 50 DIP 8 16 163° 72 ° 92°8 8 ° 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 BUTTERFLY VALVES, AND THRUST BLOCK PER ISPWC SD-403. 2.INSTALL 8-IN x 12-IN TEE, (1) 8-IN GATE VALVE, (1) 12-IN x10-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 8-IN TEE, (1) 8-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403. 8.MAINTAIN POTABLE/NON POTABLE SEPARATION IN ACCORDANCE WITH 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.INSTALL 4-IN BLOW OFF PER ISPWC SD-405 FOR FUTURE CONTINUATION. CLOSE VALVE AT MAINLINE AND REMOVE WATER FROM PIPE AFTER TESTING. 17.REMOVE EXISTING FITTINGS, VALVE, AND HYDRANT. CONNECT NEW PIPE. INSTALL 12-IN TEE, (1) 12-IN BUTTERFLY 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 12-IN TEE, (2) 12-IN BUTTERFLY VALVES, AND THRUST BLOCK PER ISPWC SD-403. 20.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN BUTTERYFLY VALVES. 21.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES. 22.INSTALL 8-N x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN BUTTERFLY VALVES. 23.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES. 24.INSTALL 6-IN x 1 25.2-IN TEE, (1) 6-IN GATE VALVE, (1) 12-IN BUTTERFLY VALVE, AND THRUST BLOCK PER ISPWC SD-403. 26.1-IN IRRIGATION SUPPLY TO YARD HYDRANT. COORDINATE CONNECTION WITH MECHANICAL PLANS. 27.INSTALL YARD HYDRANT PER DETAIL 2/C1.52 AND MANUFACTURER'S REQUIREMENTS. 28.WALL MOUNTED FIRE DEPARTMENT CONNECTION. COORDINATE WITH MECHANICAL PLANS. 29.INSTALL 6-IN x 8-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403. Sewer Keynotes: 1.INSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO BUILDING. 2.CAP AND MARK END PER ISPWC SD-512. 3.INSTALL SEWER SERVICE PER ISPWC SD-511. 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 1.5.HAND HOLE 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.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C4.02 Offsite Utilities Plan See Sheet C4.01 Se e S h e e t C 4 . 0 3 Teto n R i v e r T e m p l e S t . N. 2 n d E a s t 2 1 2 04/09/2026 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 G G G G G G G G G G G GFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 12''SD12''SD 6' ' S D SD 8''W8''W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W UG P UG P UG P UG P UG P 8''SS8''SS8''SS8''SS8''SS8''SS 12''W12''W12''W 12''W 8''SS 8''SS 12''W 8''SS 12''W SAN 8''SS8''SS SAN SD SD SD G G G G G G G G UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP 4' ' P I R R 4' ' P I R R 4' ' P I R R 4 ' ' P I R R 4''PIRR4''PIRR 2''PIRR 2''PIR R 2''PIRR 2''PIR R 4' ' P I R R SAN SAN SAN SAN 4' ' P I R R 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 P/LP/LP/L P/ L P/ L P/L P/ L P/ L P/ L SS MH 09 SS MH 04C SS MH 08 SS MH 07 136-LF OF 8-IN PVC AT 0.40%351-LF OF 8-IN PVC AT 0.40% 168-LF O F 8 - I N P V C A T 0 . 4 0 % 228- L F O F 8 - I N P V C A T 0 . 4 0 % 64-LF OF 4-IN PVC AT 4.14% 8-IN PVC IE: 4872.18 8-IN PVC IE: 4874.45 8-IN PVC IE: 4875.09 15-LF 6-IN CLASS 50 DIP 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 1.4 356-LF 12-IN CLASS 50 DIP 445-LF 8-IN CLASS 50 DIP 2 21 522.5° 16 2 9 11.25° 23 20-LF 12-IN CLASS 50 DIP 2 16 162 47-LF 8-IN CLASS 50 DIP 16 43-LF 8-IN CLASS 50 DIP 22 5 11.25° 9 11.25° 49-LF 12-IN CLASS 50 DIP18-LF 6-IN CLASS 50 DIP 4 24 13-LF 12-IN CLASS 50 DIP 1.5 1.5 8 SS MH 10 97 ° 90° 9 0 ° 8 8 8 8 8 8-IN PVC IE: 4872.95 60-LF OF 8-IN PVC AT 0.40% 59-LF OF 8-IN PVC AT 0.40% 8-IN PVC IE: 4872.952 100 ° 9 7 ° 21 51-LF 8-IN CLASS 50 DIP 49-LF 12-IN CLASS 50 DIP 289-LF 12-IN CLASS 50 DIP 16 83° 16 110-LF 12-IN C900 21 47-LF 8-IN CLASS 50 DIP 90° 65-LF 8-IN CLASS 50 DIP 8 16 163° 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 BUTTERFLY VALVES, AND THRUST BLOCK PER ISPWC SD-403. 2.INSTALL 8-IN x 12-IN TEE, (1) 8-IN GATE VALVE, (1) 12-IN x10-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 8-IN TEE, (1) 8-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403. 8.MAINTAIN POTABLE/NON POTABLE SEPARATION IN ACCORDANCE WITH 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.INSTALL 4-IN BLOW OFF PER ISPWC SD-405 FOR FUTURE CONTINUATION. CLOSE VALVE AT MAINLINE AND REMOVE WATER FROM PIPE AFTER TESTING. 17.REMOVE EXISTING FITTINGS, VALVE, AND HYDRANT. CONNECT NEW PIPE. INSTALL 12-IN TEE, (1) 12-IN BUTTERFLY 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 12-IN TEE, (2) 12-IN BUTTERFLY VALVES, AND THRUST BLOCK PER ISPWC SD-403. 20.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN BUTTERYFLY VALVES. 21.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES. 22.INSTALL 8-N x 12-IN CROSS, (2) 8-IN GATE VALVES, (1) 12-IN BUTTERFLY VALVES. 23.INSTALL 8-IN x 12-IN CROSS, (2) 8-IN GATE VALVES. 24.INSTALL 6-IN x 1 25.2-IN TEE, (1) 6-IN GATE VALVE, (1) 12-IN BUTTERFLY VALVE, AND THRUST BLOCK PER ISPWC SD-403. 26.1-IN IRRIGATION SUPPLY TO YARD HYDRANT. COORDINATE CONNECTION WITH MECHANICAL PLANS. 27.INSTALL YARD HYDRANT PER DETAIL 2/C1.52 AND MANUFACTURER'S REQUIREMENTS. 28.WALL MOUNTED FIRE DEPARTMENT CONNECTION. COORDINATE WITH MECHANICAL PLANS. 29.INSTALL 6-IN x 8-IN TEE, (1) 6-IN GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403. Sewer Keynotes: 1.INSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO BUILDING. 2.CAP AND MARK END PER ISPWC SD-512. 3.INSTALL SEWER SERVICE PER ISPWC SD-511. 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 1.5.HAND HOLE 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.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C4.03 Offsite Utilities Plan Se e S h e e t C 4 . 0 2 See Sheet C4.01 Teton River Temple St. 2 2 1 04/09/2026 8' ' S S 8' ' S S 8''SS8''SS8''SS8''SSSAN SS SS S G O H P O H P OH P W W EP EP EP EP EP EP EP WV WV SS SS SS D 9 0 ° 10+00 11+00 12+00 13+00 13+58.43 17+77.93 17 + 0 0 EXISTING SS MH STA: 13+58.43, 0.00' RIM: 4879.12± IE IN: 4863.65, 8-IN PVC (W) IE IN: 4863.65, 8-IN PVC (E) IE IN: 4863.65, 8-IN PVC (N) IE OUT: 4863.55, 8-IN PVC (S) 1 358-LF OF 8-IN PVC AT 0.40% SS MH 01 48-IN MH PER ISPWC SD-501 STA: 10+00, 0.00' (E 15th N) STA: 17+77.93, 0.00' (N 2nd E) RIM: 4879.68± IE IN: 4865.18, 8-IN PVC (N) IE OUT: 4865.08, 8-IN PVC (E) 34 4 4 4 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 AT 811 OR (1-800-342-1585) 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 LATEST EDITION OF THE ISPWC. 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 AND IMMEDIATELY NOTIFY PROJECT ENGINEER OF ANY DISCREPANCY FROM PLANS. 2.MAINTAIN POTABLE/NON-POTABLE SEPARATION IN ACCORDANCE WITH ISPWC SD-407. 3.REMOVE EXISTING ASPHALT. AFTER TRENCH BACKFILL AND COMPACTION, REPLACE ASPHALT SECTION WITH 4" OF PLANTMIX ASPHALT PAVEMENT, 6" OF CRUSHED AGGREGATE ROADMIX, AND 20" OF GRANULAR BORROW PER CITY OF REXBURG STANDARDS. INSTALL GEOTEXTILE FABRIC BELOW PER CITY OF REXBURG TYPICAL SECTION 12 FOR MINOR ARTERIAL. 4.RE-INSTALL ASPHALT MARKINGS PER MUTCD STANDARD SPECIFICATIONS. # EXISTING GROUND AT CENTER LINE PIPE E 15TH N SEWER: Sta. 9+00 - 15+00 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4850 4855 4860 4865 4870 4875 4880 4885 4890 4850 4855 4860 4865 4870 4875 4880 4885 4890 9+00 10+00 48 7 9 . 7 48 7 9 . 6 8 48 7 9 . 6 48 7 9 . 6 0 11+00 48 7 9 . 3 48 7 9 . 3 4 48 7 9 . 1 48 7 9 . 1 1 12+00 48 7 8 . 8 48 7 8 . 7 9 48 7 8 . 8 48 7 8 . 7 5 13+00 48 7 8 . 9 48 7 8 . 8 9 48 7 9 . 1 48 7 9 . 1 2 14+00 15+00 IE IN: 4865.18, 8-IN PVC (N) IE OUT: 4865.08, 8-IN PVC (E) SS MH 01 48-IN MH PER ISPWC SD-501 STA: 10+00, 0.00' (E 15th N) STA: 17+77.93, 0.00' (N 2nd E) RIM: 4879.68± 358-LF OF 8-IN PVC AT 0.40% IE IN: 4863.65, 8-IN PVC (W) IE IN: 4863.65, 8-IN PVC (E) IE IN: 4863.65, 8-IN PVC (N) IE OUT: 4863.55, 8-IN PVC (S) EXISTING SS MH 48-IN MH PER ISPWC SD-501 STA: 13+58.43, 0.00' RIM: 4879.12± 1 Horizontal Scale: 0 40'80' 1" = 40' E 15th N Sewer Plan & Profile Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 ( r e v ) . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C4.50 Plan & Profile E 15th N Sewer N 2 n d E E 15th N ENTIRE SHEET 3 04/09/2026 UG P 12 ' ' W 12 ' ' W UG P G G G G FO FO FO FO SS SS SS SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8' ' S S 8' ' S S 8' ' S S SA N SA N SA N T IRR TT MB IV IV EP EP EP EP EP TOETOETOETOE EP EP SD CO OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP W W W W EP EP EP DD WV WV BO W WV D DD R/ W R/ W R/ W R/ W R/W R/W 2 0.01 ACRES 90° SS MH 03 48-IN MH PER ISPWC SD-501 STA: 10+00, 0.00' (N 2nd E) STA: 10+26.35, 5.66'R (TETON RIVER TEMPLE) RIM: 4880.54± IE IN: 4868.50, 8-IN PVC (E) IE OUT: 4868.40, 8-IN PVC (S) 2 2 24 9 - L F O F 8 - I N P V C A T 0 . 4 0 % 10 + 0 0 11 + 0 0 12 + 0 0 17+77.93 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 35 8 - L F O F 8 - I N P V C A T 0 . 4 0 % SS MH 01 48-IN MH PER ISPWC SD-501 STA: 10+00, 0.00' (E 15th N) STA: 17+77.93, 0.00' (N 2nd E) RIM: 4879.68± IE IN: 4865.18, 8-IN PVC (N) IE OUT: 4865.08, 8-IN PVC (E) 391-LF OF 8-IN PVC AT 0.40% SS MH 02 48-IN MH PER ISPWC SD-501 STA: 13+86.48, 0.00' RIM: 4879.83± IE IN: 4866.85, 8-IN PVC (N) IE OUT: 4866.75, 8-IN PVC (S) 333 386-LF OF 8-IN PVC AT 0.40% 4 4 4 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 AT 811 OR (1-800-342-1585) 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 LATEST EDITION OF THE ISPWC. 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 AND IMMEDIATELY NOTIFY PROJECT ENGINEER OF ANY DISCREPANCY FROM PLANS. 2.MAINTAIN POTABLE/NON-POTABLE SEPARATION IN ACCORDANCE WITH ISPWC SD-407. 3.REMOVE EXISTING ASPHALT. AFTER TRENCH BACKFILL AND COMPACTION, REPLACE ASPHALT SECTION WITH 4" OF PLANTMIX ASPHALT PAVEMENT, 6" OF CRUSHED AGGREGATE ROADMIX, AND 20" OF GRANULAR BORROW PER CITY OF REXBURG STANDARDS. INSTALL GEOTEXTILE FABRIC BELOW PER CITY OF REXBURG TYPICAL SECTION 12 FOR MINOR ARTERIAL. 4.RE-INSTALL ASPHALT MARKINGS PER MUTCD STANDARD SPECIFICATIONS. # N 2ND E SEWER: Sta. 9+00 - 19+00 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4855 4860 4865 4870 4875 4880 4885 4890 4895 4855 4860 4865 4870 4875 4880 4885 4890 4895 9+00 10+00 48 8 0 . 5 48 8 0 . 5 4 48 8 0 . 4 48 8 0 . 3 8 11+00 48 8 0 . 2 48 8 0 . 2 2 48 8 0 . 1 48 8 0 . 0 6 12+00 48 7 9 . 8 48 7 9 . 8 5 48 7 9 . 7 48 7 9 . 6 9 13+00 48 7 9 . 9 48 7 9 . 8 7 48 7 9 . 8 48 7 9 . 8 4 14+00 48 7 9 . 8 48 7 9 . 8 5 48 7 9 . 7 48 7 9 . 7 3 15+00 48 7 9 . 7 48 7 9 . 6 6 48 7 9 . 5 48 7 9 . 5 3 16+00 48 7 9 . 5 48 7 9 . 4 7 48 7 9 . 5 48 7 9 . 4 8 17+00 48 7 9 . 5 48 7 9 . 5 2 48 7 9 . 6 48 7 9 . 6 2 18+00 19+00 IE IN: 4868.50, 8-IN PVC (E) IE OUT: 4868.40, 8-IN PVC (S) SS MH 03 48-IN MH PER ISPWC SD-501 STA: 10+00, 0.00' (N 2ND E) STA: 10+26.35, 5.66'R (TETON RIVER TEMPLE) RIM: 4880.54± 386-LF OF 8-IN PVC AT 0.40% IE IN: 4866.85, 8-IN PVC (N) IE OUT: 4866.75, 8-IN PVC (S) SS MH 02 48-IN MH PER ISPWC SD-501 STA: 13+86.48, 0.00' RIM: 4879.83± 391-LF OF 8-IN PVC AT 0.40% IE IN: 4865.18, 8-IN PVC (N) IE OUT: 4865.08, 8-IN PVC (E) SS MH 01 48-IN MH PER ISPWC SD-501 STA: 10+00, 0.00' (E 15th N) STA: 17+77.93, 0.00' (N 2nd E) RIM: 4879.68± EXISTING GROUND AT CENTER LINE PIPE Horizontal Scale: 0 40'80' 1" = 40' N 2nd E SEWER PLAN AND PROFILE Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 ( r e v ) . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C4.51 Plan & Profile N 2nd E Sewer N 2nd E Te t o n R i v e r T e m p l e S t E 1 5 t h N ENTIRE SHEET 3 04/09/2026 STOP YIELD YIELD 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 G G G G G CO 6''SD 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 UG P 13 + 0 0 1 4 + 0 0 1 5 + 0 0 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8 ' ' S S 8 ' ' S S 1 2 ' ' W 8' ' S S 12 ' ' W 12 ' ' W 12''W12''W 8' ' S S 8' ' S S MT R MT R SD SD SD SA N SA N G G U G P U G P U G P SA N 4' ' S D 4' ' S D SS SA N CO R / W R / W R / W R / W R / W R / W R/ W P/LP/LP/LP/LP/L P/ L P/ L P/ L P/ L P/ L R/ W LOT 1 BLOCK 1 10.98 ACRES LOT 2 BLOCK 1 2.85 ACRES LOT 3 BLOCK 1 1.99 ACRES 4-IN CO PER ISPWC SD-506A RIM: 4881.87± IE OUT: 4877.83, 4-IN PVC (S) SS MH 04B 48-IN MH PER ISPWC SD-501 56+19.6400 RIM: 4881.15± IE IN: 4872.80, 8-IN PVC (E) IE OUT: 4872.70, 8-IN PVC (S) SS MH 04A 48-IN MH PER ISPWC SD-501 52+35.1913 RIM: 4879.08± IE IN: 4871.16, 8-IN PVC (N) IE IN: 4871.16, 8-IN PVC (W) IE IN: 4871.16, 8-IN PVC (E) IE OUT: 4871.06, 8-IN PVC (S) SS MH 04 48-IN MH PER ISPWC SD-501 RIM: 4878.61± IE IN: 4869.60, 8-IN PVC (S) IE IN: 4869.60, 8-IN PVC (E) IE OUT: 4869.50, 8-IN PVC (W) SS MH 06 48-IN MH PER ISPWC SD-501 RIM: 4878.85± IE IN: 4870.93, 8-IN PVC (NE) IE IN: 4870.93, 8-IN PVC (SE) IE OUT: 4870.83, 8-IN PVC (W) SS MH 05 48-IN MH PER ISPWC SD-501 RIM: 4878.14± IE IN: 4870.13, 8-IN PVC (N) IE IN: 4870.13, 8-IN PVC (E) IE OUT: 4870.03, 8-IN PVC (W) 65-LF OF 8-IN PVC AT 0.40% 384-LF OF 8-IN PVC AT 0.40% 1 0 9 - L F O F 8 - I N P V C A T 0 . 4 0 % 1 7 6 - L F O F 8 - I N P V C A T 0 . 4 0 % 232-LF OF 8-IN PVC AT 0.40% 40 0 - L F O F 8 - I N P V C A T 0 . 6 0 % 85-LF OF 4-IN PVC AT 5.11% 50+0051+0052+0053+0054+0055+0056+00 57+00 57 + 0 0 FF: 4882.00 44-LF OF 8-IN PVC AT 0.40% 8-IN PVC IE: 4871.34 32-LF OF 8-IN PVC AT 0.40% 8-IN PVC IE: 4871.29 3 3 4 4 4 4 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 AT 811 OR (1-800-342-1585) 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 LATEST EDITION OF THE ISPWC. 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.INSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO BUILDING. 2.CONSTRUCT SANITARY SEWER SERVICE PER ISPWC SD-511. 3.CAP AND MARK END PER ISPWC SD-512. 4.MAINTAIN POTABLE/NON-POTABLE SEPARATION IN ACCORDANCE WITH ISPWC SD-407. # ACCESS ROAD SEWER: Sta. 49+50 - 57+50 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4860 4865 4870 4875 4880 4885 4890 4895 4860 4865 4870 4875 4880 4885 4890 4895 49+5050+00 48 7 8 . 4 48 7 8 . 0 7 48 7 8 . 4 48 7 7 . 9 3 51+00 48 7 8 . 6 48 7 8 . 2 7 48 7 8 . 8 48 7 8 . 5 7 52+00 48 7 8 . 7 48 7 8 . 8 7 48 7 8 . 8 48 7 9 . 1 7 53+00 48 7 8 . 9 48 7 9 . 4 8 48 7 9 . 0 48 7 9 . 7 9 54+00 48 7 9 . 2 48 8 0 . 5 9 48 7 9 . 1 48 8 0 . 8 4 55+00 48 7 9 . 1 48 8 0 . 3 4 48 7 9 . 0 48 8 0 . 3 9 56+00 48 7 9 . 0 48 8 0 . 9 6 48 7 9 . 1 48 8 1 . 5 1 57+00 48 7 9 . 1 48 8 1 . 8 6 57+50 IE IN: 4870.13, 8-IN PVC (N) IE IN: 4870.13, 8-IN PVC (E) IE OUT: 4870.03, 8-IN PVC (W) SS MH 05 48-IN MH PER ISPWC SD-501 STA: 50+03.11, 0.00' RIM: 4878.14± 232-LF OF 8-IN PVC AT 0.40% IE IN: 4871.16, 8-IN PVC (N) IE IN: 4871.16, 8-IN PVC (W) IE IN: 4871.16, 8-IN PVC (E) IE OUT: 4871.06, 8-IN PVC (S) SS MH 04A 48-IN MH PER ISPWC SD-501 STA: 52+35.19, 0.00' RIM: 4879.08± 384-LF OF 8-IN PVC AT 0.40% IE IN: 4872.80, 8-IN PVC (E) IE OUT: 4872.70, 8-IN PVC (S) SS MH 04B 48-IN MH PER ISPWC SD-501 STA: 56+19.64, 0.00' RIM: 4881.15± 85-LF OF 4-IN PVC AT 5.11% EXISTING GROUND AT CENTER LINE PIPE PROPOSED GRADE AT CENTERLINE PIPE PROPOSED GROUND ELEVATION AT CENTERLINE PIPEEXISTING GROUND ELEVATION AT CENTERLINE PIPE 8" WATER MAIN 15" STORM DRAIN 8" WATER MAIN 12" WATER MAIN Horizontal Scale: 0 40'80' 1" = 40' Access Road Sewer Plan & Profile Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 2 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C4.52 Plan & Profile Access Road Sewer T e t o n R i v e r T e m p l e S t 2 1 ENTIRE SHEET 3 04/09/2026 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 VA N 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 12''SD12''SD 6' ' S D 6' ' S D 15''SD15''SD18''SD18''SD18''SD18''SD SD SD 8' ' W 8''W8''W8''W8''W8''W8''W8''W8''W 8' ' W 8' ' W 8' ' W 12 ' ' S D 8' ' W 10 ' ' W 10 ' ' W 12 ' ' W UG P UG P UG P UG P 8' ' S S 8' ' S S 8''SS8''SS8''SS8''SS8''SS SAN MTR MTR G G G G G G G SAN 4''SD4''SD4''SD4''SD4''SD SD SD 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R P/ L P/ L P/ L P/ L P/ L 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: 4877.83, 4-IN PVC (S) 4-IN CO PER ISPWC SD-506A RIM: 4881.84± IE OUT: 4878.00, 6-IN PVC (E) 4-IN CO PER ISPWC SD-506A RIM: 4881.77± IE OUT: 4878.00, 6-IN PVC (E) 4-IN CO PER ISPWC SD-506A RIM: 4881.67± IE IN: 4877.90, 6-IN PVC (W) IE OUT: 4877.90, 6-IN PVC (S) SS MH 04B 48-IN MH PER ISPWC SD-501 56+19.6400 RIM: 4881.15± IE IN: 4872.80, 8-IN PVC (E) IE OUT: 4872.70, 8-IN PVC (S) SS MH 04C 48-IN MH PER ISPWC SD-501 RIM: 4880.81± IE OUT: 4875.20, 8-IN PVC (W) 400-LF OF 8-IN PVC AT 0.60% 85-LF OF 4-IN PVC AT 5.11% 64-LF OF 4-IN PVC AT 5.07% 64-LF OF 4-IN PVC AT 4.14% 69-LF OF 6-IN PVC AT 1.05% 10-LF OF 6-IN PVC AT 1.05% 5-LF OF 6-IN PVC AT 7.06% 45° 55 + 0 0 56 + 0 0 57 + 0 0 57+00 58+00 59+00 60+00 59-LF OF 6-IN PVC AT 1.05% FF: 4882.00 FF: 4882.00 6-IN CO RIM: 4879.60± IE IN: 4877.17, 6-IN PVC (N) IE OUT: 4877.17, 6-IN PVC (S) 69-LF OF 6-IN PVC AT 1.05% 6-IN CO RIM: 4879.60± IE IN: 4876.44, 6-IN PVC (N) IE OUT: 4876.44, 6-IN PVC (SW) 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 AT 811 OR (1-800-342-1585) 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 LATEST EDITION OF THE ISPWC. 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.INSTALL CLEANOUT TO GRADE. SEE SITE PLUMBING PLANS FOR CONTINUATION INTO BUILDING. 2.CONSTRUCT SANITARY SEWER SERVICE PER ISPWC SD-511. 3.CAP AND MARK END PER ISPWC SD-512. 4.MAINTAIN POTABLE/NON-POTABLE SEPARATION IN ACCORDANCE WITH ISPWC SD-407. # ONSITE SEWER: Sta. 55+00 - 62+00 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4860 4865 4870 4875 4880 4885 4890 4895 4860 4865 4870 4875 4880 4885 4890 4895 55+00 56+00 48 7 9 . 1 48 8 0 . 9 7 57+00 48 7 9 . 3 48 8 0 . 7 3 48 7 9 . 3 48 8 0 . 5 1 58+00 48 7 9 . 4 48 8 0 . 8 2 48 7 9 . 6 48 8 0 . 8 6 59+00 48 7 9 . 8 48 8 0 . 6 4 48 7 9 . 6 48 8 0 . 5 7 60+00 48 7 9 . 6 48 8 0 . 8 0 48 7 9 . 6 48 8 0 . 5 1 61+00 62+00 IE IN: 4872.80, 8-IN PVC (E) IE OUT: 4872.70, 8-IN PVC (S) SS MH 04B 48-IN MH PER ISPWC SD-501 STA: 56+19.64, 0.00' RIM: 4881.15± 400-LF OF 8-IN PVC AT 0.60% IE OUT: 4875.20, 8-IN PVC (W) SS MH 04C 48-IN MH PER ISPWC SD-501 STA: 60+19.64, 0.00' RIM: 4880.81± PROPOSED GRADE AT CENTERLINE PIPE EXISTING GROUND AT CENTER LINE PIPE PROPOSED GROUND ELEVATION AT CENTERLINE PIPEEXISTING GROUND ELEVATION AT CENTERLINE PIPE 6" STORM DRAIN SEWER SERVICE SEWER SERVICE 6" STORM DRAIN SEWER SERVICE SEWER SERVICE Horizontal Scale: 0 40'80' 1" = 40' On Site Sewer Plan & Profile Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 2 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C4.53 Plan & Profile On Site Sewer 2 1 2 2 1 1 1 2 2 1 1 2 2 2 2 2 4 2 1 1 2 ENTIRE SHEET 3 04/09/2026 R/ W R/ W 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 D D D D WV WV BO W WV D RE N T A L RE N T A L RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED G G G G G G G G G G G G G G G FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO X X UGP 10+00 11+00 12+00 13+00 14+00 15+00 16+ 0 0 17+ 0 0 18+0 0 19+00 20+00 21+00 22+00 23+00 24+00 25+00 UG P UG P SAN SD SD SD SD SD SD G G G FO FO FO FO FO FO FO FO FO SAN G G GFOFOFO FO UGP UGP UGP UGP UGP UGP UGP UGP UGP SAN X SAN SAN SAN SAN SAN SAN SAN 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 R/W R/W R/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/L P/ L P/L R/W R/W R/ W R/ W R/ W R/ W LOT 2 BLOCK 1 2.85 ACRES LOT 1 BLOCK 2 11.35 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES TETON RIVER TEMPLE ST. NOT A PART N 2 n d E R25' 7' 5' 7' 5' 7' 5' 7' 5' 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 67 ' B C - B C 55 ' B C - B C 91 ' R / W 79 ' R / W 27' BC-BC 27' BC-BC 31' ACCESS EASEMENT 36' ACCESS EASEMENT R24 . 5 ' - B C R24 . 5 ' - B C R 4 8 0 ' R 5 0 7 . 5 ' - B C R 4 5 2 . 5 ' - B C R 4 8 0 ' R 4 5 2 . 5 ' - B C R 5 1 0 . 5 ' - B C R25 ' R 2 5 ' STA. 20+50 INSTALL (5) TEMPORARY 8-FT LONG JERSEY BARRIERS SPACED 2-FT APART TO EXTEND ACROSS ROADWAY. INSTALL "ROAD CLOSED" SIGN. R 2 4 . 5 ' - B C R24 . 5 ' - B C FUTURE ENTRANCE FUTURE ENTRANCE FUTURE ENTRANCE FUTURE ENTRANCE 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 FILTER FABRIC BELOW AND UP SIDES PER CITY STANDARDS 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-ft in 79-ft R/W) 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 Typical Section (27-ft in 36-ft Easement) Scale: NONE 13.5'13.5' 15' PUBLIC UTILITIES EASEMENT 15' PUBLIC UTILITIES EASEMENT 1. 7 5 % ( ± 0 . 2 5 % ) 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 Typical Section (27-ft in 36-ft Easement) Scale: NONE 13.5'13.5' 15.5'20.5' 36' AC C E S S E A S E M E N T 18" GRANULAR BORROW6"- 3/4" AGGREGATE BASE MATERIAL CURB PER DETAIL 2/C1.51 10' UTILITY EASEMENT 10' UTILITY EASEMENT 5' SIDEWALK PER ISPWC SD-709 SIDEWALK PER ISPWC SD-709 SIDEWALK PER ISPWC SD-709 1. 7 5 % ( ± 0 . 2 5 % ) 2. 0 % ( T Y P ) 2. 0 % ( T Y P ) 3.5" ASPHALT PLANTMIX PAVEMENT Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C5.00 Overall Roadway Plan Sheet Notes: 1.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUITS AND SLEEVES WITH RESPECTIVE CONTRACTORS. 2.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. 3.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. 4.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. 5.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. 6.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 1 C5.00 3 C5 . 0 0 2 C5 . 0 0 See Sheet C1.00 - C4.00 2 04/09/2026 T T T IV IV FO EP CO T T OH P OH P OH P OH P OH P OH P OH P W W W W D BO W WV D T T T IV IV FO EP CO T T OH P OH P OH P OH P OH P OH P OH P W W W W D BO W WV D 8' ' W 8' ' W 8' ' W 8' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8''SS 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 12''W 12''W 8''SS 12''W12''W12''W12''W 8' ' S S 12 ' ' W 12 ' ' W SD SD SD SAN 8 ' ' S S SAN 2''PIRR 2''PIR R 2''PIR R 2''PIRR 2''PIR R 2''PIRR 2''PIRR 2''PIR R 4 ' ' P I R R 8 ' ' S S SAN SAN SS SS SS SS SS 8' ' S S 8' ' S S SAN 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 R/W R/W R/W R/W R/W R/W 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 LOT 2 BLOCK 1 2.85 ACRES LOT 3 BLOCK 1 1.99 ACRES N 2 n d E 7' 5' 7' 5' SS MH 07 SS MH 04A SS MH 06 SS MH 05SS MH 04 65-LF OF 8-IN PVC AT 0.40% 109-LF OF 8-IN PVC AT 0.40% 228- L F O F 8 - I N P V C A T 0 . 4 0 % 176-LF O F 8 - I N P V C A T 0 . 4 0 % PC STA: 13+25.30 P C S T A : 1 6 + 8 2 . 0 7 P T S T A : 1 6 + 6 4 . 2 9 S T A : 1 6 + 0 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 8 . 8 6 S T A : 1 6 + 5 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 0 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 8 + 0 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 6 7 ST A : 1 0 + 7 2 . 5 0 , O F F : 3 3 . 5 0 ' R TB C : 4 8 7 9 . 9 7 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 2 . 0 9 , O F F : 3 2 . 9 8 ' R TB C : 4 8 7 7 . 7 5 S T A : 1 4 + 0 0 , O F F : 3 2 . 1 5 ' R T B C : 4 8 7 7 . 9 6 S T A : 1 4 + 5 0 . 5 2 , O F F : 3 1 . 2 5 ' R T B C : 4 8 7 8 . 1 8 S T A : 1 5 + 0 0 , O F F : 3 0 . 3 7 ' R T B C : 4 8 7 8 . 4 0 S T A : 1 5 + 5 0 , O F F : 2 9 . 4 8 ' R T B C : 4 8 7 8 . 6 2 S T A : 1 6 + 0 0 , O F F : 2 8 . 6 0 ' R T B C : 4 8 7 8 . 8 4 S T A : 1 6 + 5 0 . 4 4 , O F F : 2 7 . 7 3 ' R T B C : 4 8 7 9 . 0 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 1 4 INFILTRATOR MANHOLE RIM: 4877.96± SUMP: 4868.79 IE IN: 4873.29, 12-IN PVC (S) IE OUT: 4872.79, 12-IN PVC (NW) INFILTRATOR MANHOLE RIM: 4877.83± SUMP: 4868.68 IE IN: 4873.18, 12-IN PVC (N) IE OUT: 4872.68, 12-IN PVC (SW) INLET PER ISPWC SD-601 RIM: 4877.41± 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) 5-LF OF 12-IN PVC AT 2.26% 12-LF OF 12-IN PVC AT 0.00% 37-LF OF 12-IN PVC AT 0.00% 6-LF OF 12-IN PVC AT 1.48% 6-LF OF 12-IN PVC AT 0.00% 5 633 CHAMBERS 68 CHAMBERS 6 24 CHAMBERS 5 TA/MX: 4880.42 TA/MX: 4880.58 TA/MX: 4880.69 BREAK: 13+51.55 BREAK: 18+61.17 BREAK: 10+61.88 OVERALL LP: 13+51.55 4880 4879 4878 487 9 STA: 18+50, O F F : 2 7 . 5 0 ' L R 4 8 0 ' R 5 0 7 . 5 ' R 4 8 0 ' R 4 5 2 . 5 ' R 5 1 0 . 5 1 ' S T A : 1 7 + 5 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 4 7 R2 4 . 5 ' R2 4 . 5 ' R 5 0 7 . 5 ' R 4 8 0 ' 15 ' U T I L I T Y E A S E M E N T 15 ' U T I L I T Y E A S E M E N T 1 4878 4878 8-IN PVC IE: 4872.18 6 0 - L F O F 8 - I N P V C A T 0 . 4 0 % 2 2 1 37 2 . 4 4 ' 38 3 . 0 4 ' 67 ' B C - B C 27' BC-BC 36' ACCES EASEMENT 10.08' UTILITY EA S E M E N T 91 ' R / W 97 ° 92°7 2 ° 163° 249-LF OF 8-IN PVC AT 0.40% SS MH 03 1 8-IN PVC IE: 4869.86 1 102° 8-IN PVC IE: 4871.18 2 6 1 - L F O F 8 - I N P V C A T 0 . 4 0 % 163° TETON RIVER TEMPLE: 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 2 48 7 9 . 6 48 7 9 . 6 2 12+00 48 7 9 . 2 48 7 9 . 2 2 48 7 8 . 8 48 7 8 . 8 2 13+00 48 7 8 . 4 48 7 8 . 4 2 48 7 8 . 0 48 7 8 . 0 2 14+00 48 7 8 . 2 48 7 8 . 2 0 48 7 8 . 4 48 7 8 . 4 0 15+00 48 7 8 . 6 48 7 8 . 6 0 48 7 8 . 8 48 7 8 . 8 1 16+00 48 7 9 . 0 48 7 9 . 0 1 48 7 9 . 2 48 7 9 . 2 1 17+00 48 7 9 . 4 48 7 9 . 4 1 0.40% -0.20% -0.80% GB STA: 10+34.86 EL: 4880.37 GB STA: 10+61.88 EL: 4880.32 GB S T A : 1 3 + 5 1 . 5 5 EL : 4 8 7 8 . 0 0 109-LF OF 8-IN PVC AT 0.40% IE IN: 4870.13, 8-IN PVC (N) IE IN: 4870.13, 8-IN PVC (E) IE OUT: 4870.03, 8-IN PVC (W) SS MH 05 48-IN MH PER ISPWC SD-501 STA: ???, ???'??? RIM: 4878.14± IE IN: 4869.60, 8-IN PVC (S) IE IN: 4869.60, 8-IN PVC (E) IE OUT: 4869.50, 8-IN PVC (W) SS MH 04 48-IN MH PER ISPWC SD-501 STA: ???, ???'??? RIM: 4878.61± IE IN: 4870.93, 8-IN PVC (NE) IE IN: 4870.93, 8-IN PVC (SE) IE OUT: 4870.83, 8-IN PVC (W) SS MH 06 48-IN MH PER ISPWC SD-501 STA: ???, ???'??? RIM: 4878.85± 176-LF OF 8-IN PVC AT 0.40% 228-LF OF 8-IN PVC AT 0.40% FINISHED GRADE EXISTING GRADE 12" WATER MAIN 8" WATER MAIN 4" PIRR MAIN AND SLEEVE 249-LF OF 8-IN PVC AT 0.40% SS MH 03 48-IN MH PER ISPWC SD-501 STA: ???, ???'???(TETON RIVER TEMPLE) STA: 10+00. 0.00' (N 2ND E) RIM: 4880.54± SUMP: 4868.40 IE IN: 4868.50, 8-IN PVC (E) IE OUT: 4868.40, 8-IN PVC (S) 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. 4.INSTALL DETECTABLE WARNING PER ISPWC SD-712. DETECTABLE WARNING SHALL BE COLORED TRAFFIC YELLOW. 5.INSTALL INFILTRATOR MANHOLE PER CITY OF REXBURG STANDARD DETAIL 18. 6.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 OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. # Sewer Keynotes: 1.MAINTAIN POTABLE/NON-POTABLE SEPARATION IN ACCORDANCE WITH ISPWC SD-407. 2.CAP AND MARK END PER ISPWC SD-512. # Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C5.10 Plan & Profile Teton River Roadway Horizontal Scale: 0 30'60' 1" = 30' Teton River Temple Roadway Plan & Profile 3 3 04/09/2026 8' ' S S 12 ' ' W 12 ' ' W 12 ' ' W 17+ 0 0 18+0 0 19+00 20+00 21+00 22+00 23+00 24+00 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 12''W12''W12''W12''W12''W 12''W 8''SS 8''SS 8''SS 12''W 12''W 8''SS 8''SS 12''W 12''W SAN SD SD SD 8 ' ' S S SAN 8' ' W 8' ' S S SAN 8 ' ' S S 8 ' ' S S SAN SAN 1 2 ' ' 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 P/ L P/ L P/ L P/ L P/LP/LP/LP/L P/ L P/ L P/ L LOT 4 BLOCK 1 0.84 ACRES R25' 7' 5' 7' 5' 15 ' U T I L I T Y E A S E M E N T 15 ' U T I L I T Y E A S E M E N T SS MH 09SS MH 08 SS MH 07 136-LF OF 8-IN PVC AT 0.40% 351-LF OF 8-IN PVC AT 0.40% 168-LF O F 8 - I N P V C A T 0 . 4 0 % 228- L F O F 8 - I N P V C A T 0 . 4 0 % PT STA: 20+21.06 S T A : 1 8 + 0 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 6 7 S T A : 1 8 + 6 1 . 1 7 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 9 2 S T A : 1 9 + 4 5 . 6 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 5 8 ST A : 2 0 + 0 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 3 6 ST A : 2 0 + 5 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 7 9 . 4 1 ST A : 2 1 + 0 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 7 9 . 6 4 ST A : 2 1 + 5 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 7 9 . 8 7 ST A : 2 2 + 0 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 8 0 . 1 0 ST A : 2 2 + 5 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 8 0 . 3 3 ST A : 2 3 + 0 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 8 0 . 5 6 ST A : 2 3 + 5 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 8 0 . 7 9 ST A : 2 4 + 0 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 8 1 . 0 2 ST A : 2 4 + 5 0 , O F F : 2 7 . 5 0 ' L TB C : 4 8 8 1 . 2 5 ST A : 2 4 + 7 2 . 9 5 , O F F : 2 7 . 5 0 ' L TB C : 4 8 8 1 . 3 6 S T A : 1 6 + 5 0 . 4 4 , O F F : 2 7 . 7 3 ' R 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 S T A : 1 8 + 5 0 , O F F : 2 7 . 5 0 ' R T B C : 4 8 7 9 . 8 7 S T A : 1 8 + 6 1 . 1 7 , O F F : 2 7 . 5 0 ' R T B C : 4 8 7 9 . 9 2 S T A : 1 9 + 0 0 , O F F : 2 7 . 5 0 ' R T B C : 4 8 7 9 . 7 6 S T A : 1 9 + 5 0 , O F F : 2 7 . 5 0 ' R T B C : 4 8 7 9 . 5 6 S T A : 2 0 + 0 0 , O F F : 2 7 . 5 0 ' R T B C : 4 8 7 9 . 3 6 ST A : 2 0 + 5 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 7 9 . 4 1 ST A : 2 1 + 0 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 7 9 . 6 4 ST A : 2 1 + 5 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 7 9 . 8 7 ST A : 2 2 + 0 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 8 0 . 1 0 ST A : 2 2 + 5 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 8 0 . 3 3 ST A : 2 3 + 0 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 8 0 . 5 6 ST A : 2 3 + 5 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 8 0 . 7 9 ST A : 2 4 + 0 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 8 1 . 0 2 ST A : 2 4 + 5 0 , O F F : 2 7 . 5 0 ' R TB C : 4 8 8 1 . 2 5 ST A : 2 4 + 7 2 . 5 8 , O F F : 2 7 . 5 0 ' R TB C : 4 8 8 1 . 3 5 2 3 2 1 1 INFILTRATOR MANHOLE RIM: 4879.38± SUMP: 4870.41 IE IN: 4874.91, 12-IN PVC (S) IE OUT: 4874.41, 12-IN PVC (NE) INLET PER ISPWC SD-601 RIM: 4878.83± SUMP: 4875.01 IE OUT: 4875.01, 12-IN PVC (S) INLET PER ISPWC SD-601 RIM: 4878.83± SUMP: 4874.01 IE OUT: 4875.01, 12-IN PVC (N) INFILTRATOR MANHOLE RIM: 4879.38± SUMP: 4870.41 IE IN: 4874.91, 12-IN PVC (N) IE OUT: 4874.41, 12-IN PVC (SE) 6-LF OF 12-IN PVC AT 1.71% 6-LF OF 12-IN PVC AT 0.00% 6-LF OF 12-IN PVC AT 1.62% 6-LF OF 12-IN PVC AT 0.00% 6 21 CHAMBERS 5 6 22 CHAMBERS 5 BREAK: 18+61.17 S T A : 1 8 + 7 5 . 0 9 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 8 6 S T A : 1 8 + 5 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 8 7 R 4 8 0 ' R 5 0 7 . 5 ' S T A : 1 7 + 5 0 , O F F : 2 7 . 5 0 ' L T B C : 4 8 7 9 . 4 7 R2 4 . 5 ' R2 4 . 5 ' R 5 0 7 . 5 ' R 4 8 0 ' R 4 5 2 . 5 ' SS MH 10 8-IN PVC IE: 4872.18 6 0 - L F O F 8 - I N P V C A T 0 . 4 0 % 2 2 1 4880 4881 55 ' B C - B C 79 ' R / W 27' BC-BC 31' ACCESS EASEMENT 1 97 ° 90 °90° 9 0 ° 1 163° 1 1 5 9 - L F O F 8 - I N P V C A T 0 . 4 0 % 8-IN PVC IE: 4872.95 2 100 ° 80 ° 9 7 ° 6 0 - L F O F 8 - I N P V C A T 0 . 4 0 % 8-IN PVC IE: 4872.95 2 59 - L F O F 8 - I N P V C A T 0 . 4 0 % 8-IN PVC IE: 4874.45 2 2 59 - L F O F 8 - I N P V C A T 0 . 4 0 % 8-IN PVC IE: 4875.09 28-LF OF 8-IN PVC AT 0.40% TETON RIVER TEMPLE: Sta. 17+00 - 25+00 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 4865 4870 4875 4880 4885 4890 4865 4870 4875 4880 4885 4890 17+00 48 7 9 . 4 48 7 9 . 4 1 48 7 9 . 6 48 7 9 . 6 2 18+00 48 7 9 . 8 48 7 9 . 8 2 48 8 0 . 0 48 8 0 . 0 2 19+00 48 7 9 . 9 48 7 9 . 9 1 48 7 9 . 7 48 7 9 . 7 1 20+00 48 7 9 . 5 48 7 9 . 5 1 48 7 9 . 6 48 7 9 . 5 6 21+00 48 7 9 . 8 48 7 9 . 7 9 48 8 0 . 0 48 8 0 . 0 2 22+00 48 8 0 . 2 48 8 0 . 2 5 48 8 0 . 5 48 8 0 . 4 8 23+00 48 8 0 . 7 48 8 0 . 7 1 48 8 0 . 9 48 8 0 . 9 4 24+00 48 8 1 . 2 48 8 1 . 1 7 48 8 1 . 4 48 8 1 . 4 0 25+00 0.40%-0.40% 0.46% GB S T A : 1 8 + 6 1 . 1 7 EL : 4 8 8 0 . 0 7 GB S T A : 2 0 + 2 1 . 0 6 EL : 4 8 7 9 . 4 3 GB S T A : 2 4 + 8 9 . 9 1 EL : 4 8 8 1 . 5 8 168-LF OF 8-IN PVC AT 0.40% IE IN: 4872.71, 8-IN PVC (E) IE IN: 4872.71, 8-IN PVC (S) IE IN: 4872.71, 8-IN PVC (N) IE OUT: 4872.61, 8-IN PVC (W) SS MH 08 48-IN MH PER ISPWC SD-501 STA: 19+58.01, 0.01'L RIM: 4879.68± 351-LF OF 8-IN PVC AT 0.40% IE IN: 4874.21, 8-IN PVC (E) IE IN: 4874.21, 8-IN PVC (N) IE OUT: 4874.11, 8-IN PVC (W) SS MH 09 48-IN MH PER ISPWC SD-501 STA: 23+09.07, 0.00' RIM: 4880.75± IE IN: 4871.94, 8-IN PVC (E) IE IN: 4871.94, 8-IN PVC (NW) IE OUT: 4871.84, 8-IN PVC (SW) SS MH 07 48-IN MH PER ISPWC SD-501 STA: 17+89.24, 0.00' RIM: 4879.77± 136-LF OF 8-IN PVC AT 0.40% 8" WATER MAIN 8" WATER MAIN4" PIRR MAIN AND SLEEVE FINISHED GRADE EXISTING GRADE IE IN: 4874.85, 8-IN PVC (E) IE IN: 4874.85, 8-IN PVC (S) IE OUT: 4874.75, 8-IN PVC (W) PROVIDE BLOCKOUT (E) IE IN: 4872.89 SS MH 10 48-IN MH PER ISPWC SD-501 STA: 24+45.16, 0.00' RIM: 4881.37± 28-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. 4.INSTALL DETECTABLE WARNING PER ISPWC SD-712. DETECTABLE WARNING SHALL BE COLORED TRAFFIC YELLOW. 5.INSTALL INFILTRATOR MANHOLE PER CITY OF REXBURG STANDARD DETAIL 18. 6.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 OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. # Sewer Keynotes: 1.MAINTAIN POTABLE/NON-POTABLE SEPARATION IN ACCORDANCE WITH ISPWC SD-407. 2.CAP AND MARK END PER ISPWC SD-512. # Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C5.20 Plan & Profile Teton River Roadway Horizontal Scale: 0 30'60' 1" = 30' Teton River Temple Roadway Plan & Profile 2 3 04/09/2026 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 SD 8' ' S S SA N SA N R / W R / W R / W R / W R/ W R / W R / W R / W R / W R / W R / W P/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/ L P/ L P/ L R/ W 372.44' 373.28' 36 ' AC C E S EA S E M E N T STA: 13+50.39, OFF: 27.50'L TBC: 4877.87 STA: 14+39.70, OFF: 27.50'L TBC: ??? 30+0031+0032+0033+0034+0034+38.27 ST A : 3 0 + 5 5 . 2 3 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 8 . 2 6 S T A : 3 0 + 6 0 . 2 3 , O F F : 1 3 . 5 0 ' R T B C : 4 8 7 8 . 6 4 ST A : 3 1 + 0 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 9 . 0 5 ST A : 3 1 + 2 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 9 . 2 0 ST A : 3 1 + 5 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 9 . 3 6 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 6 ST A : 3 2 + 2 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 9 . 8 1 ST A : 3 2 + 5 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 7 9 . 9 6 ST A : 3 2 + 7 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 1 1 ST A : 3 3 + 0 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 2 7 ST A : 3 3 + 2 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 4 2 ST A : 3 3 + 5 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 5 7 ST A : 3 3 + 7 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 8 0 ST A : 3 4 + 0 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 1 . 0 6 ST A : 3 4 + 3 8 . 2 7 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 1 . 1 2 ST A : 3 4 + 2 5 . 2 7 , 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 . 2 1 ST A : 3 3 + 7 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 7 2 ST A : 3 3 + 5 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 1 1 ST A : 3 3 + 2 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 9 . 9 6 ST A : 3 3 + 0 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 9 . 8 1 ST A : 3 2 + 7 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 9 . 6 6 ST A : 3 2 + 5 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 9 . 5 1 ST A : 3 2 + 2 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 9 . 3 6 ST A : 3 2 + 0 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 9 . 2 1 ST A : 3 1 + 7 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 9 . 0 6 ST A : 3 1 + 5 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 8 . 9 1 ST A : 3 1 + 2 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 8 . 7 6 ST A : 3 1 + 0 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 7 8 . 6 1 STA: 30+53.54, OFF: 13.50'L TBC: 4878.33 ST A : 3 0 + 4 7 . 8 1 , O F F : 1 3 . 5 0 ' L TB C : ? ? ? 27 ' BC - B C INLET PER ISPWC SD-601 RIM: 4877.87± SUMP: 4873.09 IE OUT: 4874.09, 12-IN PVC (W) INFILTRATOR MANHOLE RIM: 4875.61± SUMP: 4869.50 IE IN: 4874.01, 12-IN PVC (E) IE OUT: 4873.50, 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 R 2 5 ' R12 ' TETON RIVER, STA: 13+88.37 ACCESS 1, STA: 30+00 25' TRANSITION FROM CATCH CURB TO SPILL CURB 25' TRANSITION FROM SPILL CURB TO CATCH CURB 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 12 ' ' S D 12 ' ' S D 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 1 9 + 0 0 2 0 + 0 0 8' ' S S 12 ' ' W 8 ' ' S S 8 ' ' S S 8 ' ' S S 1 2 ' ' W 1 2 ' ' W 1 2 ' ' W SD 8''SS 8''SS SA N 12''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 P/ L P/ L P/ L P/LP/LP/LP/L P/ L P/LP/LP/LP/LP/L R 2 5 ' 155.33' 27 ' BC - B C 31 ' AC C E S EA S E M E N T STA: 18+75.09, OFF: 27.50'L TBC: 4879.86 STA: 19+45.60, OFF: 27.50'L TBC: 4879.58 40+0041+0042+0042+03.48 ST A : 4 1 + 2 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 6 8 ST A : 4 1 + 5 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 7 7 ST A : 4 1 + 7 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 8 6 ST A : 4 2 + 0 3 . 4 8 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 9 6 ST A : 4 1 + 0 0 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 5 9 STA: 40+66.01, OFF: 13.50'R TBC: ??? ST A : 4 1 + 0 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 1 4 ST A : 4 1 + 2 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 2 4 ST A : 4 1 + 5 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 3 4 ST A : 4 1 + 7 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 4 4 ST A : 4 2 + 0 0 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 5 4 INLET PER ISPWC SD-601 RIM: 4879.54± SUMP: 4874.70 IE OUT: 4875.70, 12-IN PVC (E) INFILTRATOR MANHOLE RIM: 4876.66± SUMP: 4871.14 IE IN: 4875.64, 12-IN PVC (W) IE OUT: 4875.14, 12-IN PVC (N) 6-LF OF 12-IN PVC AT 1.00% 5-LF OF 12-IN PVC AT 0.00% 2 1 4 CHAMBERS TETON RIVER, STA: 18+98.39 ACCESS 2, STA: 40+00 ST A : 4 0 + 7 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 5 0 ST A : 4 0 + 4 8 . 1 5 , O F F : 1 3 . 5 0 ' L TB C : 4 8 8 0 . 4 0 R24 . 5 ' - B C R24 . 5 ' - B C ST A : 4 0 + 7 5 , O F F : 1 3 . 5 0 ' R TB C : 4 8 8 0 . 0 4 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C5.30 Access Roadway 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. # R24. 5 ' - B C R24. 5 ' - B C 04/09/2026 T T T T T G T T TO P FOFOFO E G E G EG EG EG EG EG EG TO P E G E G EG EG EG EG EG EG X X X X X X X X X X X X X X X U G P U G P EMTR E E DD WV WV WV D 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 RE S E R V E D RE S E R V E D VAN T T T T T G T T TO P FOFOFO E G E G EG EG EG EG EG EG TO P E G E G EG EG EG EG EG EG X X X X X X X X X X X X X X X U G P U G P EMTR E E DD WV WV WV D XXXXXXXXXXXXX X X 12''SD ST A G I N G 10 + 0 0 11 + 0 0 12 + 0 0 STAGINGSTAGINGSTAGING 1 8 ' ' S D GI R R GI R R SD X XXXXXXXXXXXXX X SS SS SS SA N P/ L P/ L R/ W R/WR/WR/WR/WR/WR/WR/W LOT 2 BLOCK 1 2.85 ACRES N 2nd E 46+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+00 210' TAPER SEE DETAIL 1 THIS SHEET FOR INTERSECTION STRIPING LAYOUT 12 . 7 1 ' 12 ' 14 ' 7' 440' 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 MX: 4880.58 MX: 4880.42 R25 ' B O C R2 5 ' B O C 1 4 4 N 2ND E STA: 50+23.56, OFF: 40.36'RN 2ND E STA: 53+73.54, OFF: 43.77'R 5END 5 5 5 3 2 3 ST A : 5 6 + 3 2 . 2 2 , O F F : 5 6 . 3 6 ' R TB S W : 4 8 9 4 . 3 6 ST A : 5 6 + 0 0 , O F F : 5 5 . 9 7 ' R TB S W : 4 8 9 3 . 4 7 ST A : 5 5 + 0 0 , O F F : 5 4 . 8 3 ' R TB S W : 4 8 9 0 . 6 6 ST A : 5 4 + 0 0 , O F F : 5 3 . 5 9 ' R TB S W : 4 8 8 7 . 9 2 ST A : 5 3 + 0 0 , O F F : 5 2 . 4 2 ' R TB S W : 4 8 8 5 . 1 5 TC: 4894.45 TC: 4893.56 TC: 4890.78 TC: 4888.01 TC: 4885.24 TC: 4882.84 TC: 4882.05 TC: 4881.53 TC: 4881.15 TC: 4880.80 TC: 4880.87 TC: 4880.93 ST A : 5 2 + 0 0 , O F F : 5 1 . 2 5 ' R TB S W : 4 8 8 3 . 7 1 ST A : 5 1 + 0 0 , O F F : 4 9 . 8 5 ' R TB S W : 4 8 8 2 . 3 4 ST A : 5 0 + 0 0 , O F F : 4 9 . 3 5 ' R TB S W : 4 8 8 1 . 6 2 ST A : 4 9 + 0 0 , O F F : 4 9 . 3 5 ' R TB S W : 4 8 8 1 . 2 3 ST A : 4 8 + 0 0 , O F F : 4 9 . 3 5 ' R TB S W : 4 8 8 0 . 8 8 ST A : 4 7 + 0 0 , O F F : 4 9 . 4 0 ' R TB S W : 4 8 8 0 . 9 6 2. 1 : 1 2. 6 : 1 2. 0 : 1 8 TE T O N R I V E R T E M P L E S T . T T T EP EP BO WV T T T EP EP BO WV 10 + 0 0 SS SS 8''SS8''SSSA N R/ W R/ W R/W 46+0047+00 7' 6' 7' 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 MX: 4880.58 MX: 4880.42 MX: 4880.23 1 1 3 TC: 4880.87 TC: 4880.93 ST A : 4 7 + 0 0 , O F F : 4 9 . 4 0 ' R TB S W : 4 8 8 0 . 9 6 TE T O N R I V E R T E M P L E S T . 7' STOP BAR STOP BAR PEDESTRIAN CROSSING TRAFFIC SIGNAL. SEE C5.41 FOR DETAILS TRAFFIC SIGNAL. SEE C5.41 FOR DETAILS TRAFFIC SIGNAL. SEE C5.41 FOR DETAILS TRAFFIC SIGNAL. SEE C5.41 FOR DETAILS PEDESTRIAN CROSSING STOP BAR TTT MB IV IV EP EP EP SD DD WV WV BO W WV D DDTTT MB IV IV EP EP EP SD DD WV WV BO W WV D DD 10 + 0 0 11 + 0 0 12 + 0 0 SS SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS SA N SA N R/ W NO T A P A R T 40+0041+0042+0043+0044+0045+0046+00 12 . 1 8 ' E X I S T I N G 13 ' 14 ' T U R N L A N E 400'180' TAPER 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 . 5 0 ' R TB C : 4 8 7 9 . 8 9 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 9 . 6 6 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 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 INLET PER ISPWC SD-601 RIM: 4879.26± SUMP: 4874.26 IE OUT: 4875.26, 12-IN PVC (W) INLET PER ISPWC SD-601 RIM: 4879.05± SUMP: 4875.05 IE OUT: 4875.05, 12-IN PVC (W) INLET PER ISPWC SD-601 RIM: 4879.05± SUMP: 4874.05 IE OUT: 4875.05, 12-IN PVC (W) INLET PER ISPWC SD-601 RIM: 4879.05± SUMP: 4874.05 IE OUT: 4875.05, 12-IN PVC (E) 1-LF OF 12-IN PVC AT 0.00% 4-LF OF 12-IN PVC AT 0.00% 5-LF OF 12-IN PVC AT 0.00% 2-LF OF 12-IN PVC AT 0.00% R2 5 ' B O C 1 2 3 3 2 33 6 6 6 6 7 7 77 8 8 8 TE T O N R I V E R T E M P L E S T . Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C5.40 N 2nd E Roadway Plan Sheet Notes: 1.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUITS AND SLEEVES WITH RESPECTIVE CONTRACTORS. 2.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. 3.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. 4.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. 5.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. 6.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. Horizontal Scale: 0N 2nd E Roadway Plan (North) 1" = 50' 100'50' 1 Intersection Detail Scale: 1" = 20' Keynotes: 1.INSTALL TWO DIRECTIONAL RAMPS PER THE CITY OF REXBURG STANDARD DETAIL 7. 2.COMMERCIAL DRIVEWAY CURB AND GUTTER. WIDTH SHALL MATCH EXISTING DRIVEWAY. 3.5' CURB TRANSITION FROM VERTICAL CURB TO DRIVEWAY CURB. 4.INSTALL CITY OF REXBURG STREETLIGHT PER CITY OF REXBURG STANDARD DRAWING 10. 5.5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709. 6.CONNECT NEW INLET TO EXISTING STORM DRAIN MANHOLE. ADJUST MANHOLE TO FINISHED GRADE AS REQUIRED. 7.REMOVE EXISTING INLET AND DISCHARGE PIPE. PLUG AND GROUT INLET INTO EXISTING MANHOLE. PROVIDE A WATER TIGHT SEAL. 8.POWER POLE TO BE RELOCATED. COORDINATE WITH ROCKY MOUNTAIN POWER FOR RELOCATION. Horizontal Scale: 0N 2nd E Roadway Plan (South) 1" = 50' 100'50' 04/09/2026 R/W R/W T T T EP EP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP BO WV 10 + 0 0 UG P G FO SS SS SS 8''SS8''SS8''SS8''SSSA N R / W R/ W R/WR/WR/WR/W 46+0047+00 12 31 11 32 42 61 62 41 22 23 81 N 2ND E POLE A COMBINATION SIGNAL & LUMINAIRE POLE STA: 45+71.48, OFF: 59.77'R SIGNAL MAST ARM=50' LUMINAIRE MAST ARM=20' TOP OF POLE FOUNDATION ELEVATION: 4878.62 N 2ND E POLE B COMBINATION SIGNAL & LUMINAIRE POLE STA: 45+77.27, OFF: 49.05'L SIGNAL MAST ARM=55' LUMINAIRE MAST ARM=20' TOP OF POLE FOUNDATION ELEVATION: 4880.20 N 2ND E POLE C COMBINATION SIGNAL & LUMINAIRE POLE STA: 46+59.03, OFF: 61.62'L SIGNAL MAST ARM=50' LUMINAIRE MAST ARM=20' TOP OF POLE FOUNDATION ELEVATION: 4880.44 N 2ND E POLE D COMBINATION SIGNAL & LUMINAIRE POLE STA: 46+63.04, OFF: 49.66'R SIGNAL MAST ARM=55' LUMINAIRE MAST ARM=20' TOP OF POLE FOUNDATION ELEVATION: 4879.21 N 2ND E CENTER OF CONTROLLER CABINET AND SERVICE PEDESTAL FOUNADTION STA: 45+63.53, OFF: 68.29'R ELEVATION: 4878.47 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 . 21 63 83 ON L Y ONLY ON L Y 4 6 5 7 11 12 13 14 62P 61P 82P 81P 22P 21P 41P 42P 8 9 10 18 17 20 19 82 ALIGN LIGHT WITH MAST ARM. LOCATION SHOWN FOR GRAPHICAL CLEARITY ONLY. ALIGN LIGHT WITH MAST ARM. LOCATION SHOWN FOR GRAPHICAL CLEARITY ONLY. ALIGN LIGHT WITH MAST ARM. LOCATION SHOWN FOR GRAPHICAL CLEARITY ONLY. ALIGN LIGHT WITH MAST ARM. LOCATION SHOWN FOR GRAPHICAL CLEARITY ONLY. N 2nd EAST TE T O N R I V E R TE M P L E S T . R / W R / W R/ W R/W N 2ND E CENTER OF CONTROLLER CABINET AND SERVICE PEDESTAL FOUNADTION STA: 45+63.53, OFF: 68.29'R ELEVATION: 4878.47 1 0 4 15 5 6 16 7 2 3 9 8 21 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C5.41 N 2nd E Signal Plan Horizontal Scale: 0N 2nd E Signal Plan 1" = 10' 20'10' 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 IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS 656 SERIES FOR TRAFFIC SIGNAL CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 3.THE LOCATIONS OF THE SERVICE CABINET AND LUMINAIRE POLES SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE CITY OF REXBURG 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 AND TERMINATE CONNECTIONS . THE CONTRACTOR TO FURNISH THE CCTV CAMERA, INSTALL AND ORIENT THE CCTV CAMERA. THE CITY OF REXBURG MUST BE NOTIFIED AT LEAST 5 WORKING DAYS PRIOR TO INSTALLATION. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF REXBURG FOR ORIENTATION OF CAMERAS. 6.CONTRACTOR TO INSTALL VIDEO DETECTION CABLE FROM CABINET TO THE VIDEO LOCATION. COIL 10 FEET OF CABLE AT EACH LOCATION. THE CONTRACTOR TO FURNISH VIDEO DETECTORS, DETERMINE THE LOCATIONS, INSTALL AND ORIENT THE DEVICES, ESTABLISH THE DETECTION ZONES AND CALIBRATE THE SYSTEMS FOR OPERATION. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF REXBURG FORCES FOR CALIBRATION. 7.THE LOCATIONS OF THE SIGNAL CABINET, SERVICE PEDESTAL AND SIGNAL POLES SHALL BE FIELD VERIFIED BY THE CITY OF REXBURG PRIOR TO INSTALLATION. THE CITY OF REXBURG MUST BE NOTIFIED AT LEAST 2 WORKING DAYS PRIOR TO INSTALLATION. 8.INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT IMPROVEMENTS ONLY. 9.TRENCHING ACROSS N 2ND E AND ACROSS THE NEWLY IMPROVED TETON RIVER TEMPLE STREET AT THE WEST SIDE OF THE INTERSECTION IS PROHIBITED. ALL CONDUIT CROSSINGS OF THESE LEGS OF THE INTERSECTION SHALL BE BORED. 10.CONTRACTOR TO COORDINATE WITH ROCKY MOUNTAIN POWER FOR LOCATION OF POWER SUPPLY. 11.CONTRACTOR TO COORDINATE WITH SILVER STAR FOR THE COORDINATION OF FIBER OPTIC SIGNAL INTERCONNECT INTO THE SILVER STAR HANDHOLE. 12.ALL POLES SHALL HAVE A RECESSED TERMINAL COMPARTMENT. REFER TO DETAIL 1 ON SHEET C5.43. 13.THE CONDUIT FROM THE POWER SOURCE SHALL BE 3". ALL OTHER CONDUIT SHALL BE 2". ALL CONDUITS ENCASED OR PROTRUDING FROM THE CONCRETE FOUNDATION SHALL BE RIGID STEEL. 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 VIDEO DETECTION CAMERA 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 INSTALL JUNCTION BOX WITH NEAREST EDGE 2' FROM POWER SUPPLY (LOCATION TO BE DETERMINED). ROCKY MOUNTAIN 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 ROCKY MOUNTAIN POWER. CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED COSTS. A 82 12 6232 22 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 ISPWC SD-1100 A COMBINATION SIGNAL LUMIINAIRE POLE HEIGHT = 40-FT 50-FT 20-FT MAST ARM 176 W LED 4.5 FROM END (31) 16.5' FROM END (41) POLE MOUNTED (42) ATTRO BRACKET ASTRO BRACKET POLE BRACKET SNS " N 2nd E"F B COMBINATION SIGNAL LUMIINAIRE POLE HEIGHT = 40-FT 55-FT 20-FT MAST ARM 176 W LED 6.0' FROM END (12) 20.0' FROM END (61) 32.0' FROM END (62) POLE MOUNTED (63) ASTRO BRACKET ASTRO BRACKET ASTRO BRACKET POLE BRACKET SNS "TETON RIVER TEMPLE ST" RIGHT TURN ONLY F C COMBINATION SIGNAL LUMIINAIRE POLE HEIGHT = 40-FT 45-FT 20-FT MAST ARM 176 W LED 3.0' FROM END (32) 15.0' FROM END (81) 27.0' FROM END (82) POLE MOUNTED (83) ASTRO BRACKET ASTRO BRACKET ASTRO BRACKET POLE BRACKET SNS "N 2nd E" RIGHT TURN ONLY D D COMBINATION SIGNAL LUMIINAIRE POLE HEIGHT = 40-FT 55-FT 20-FT MAST ARM 176 W LED 5.5' FROM END (11) 19.5' FROM END (23) 31.5' FROM END (22) POLE MOUNTED (21) ASTRO BRACKET ASTRO BRACKET ASTRO BRACKET POLE BRACKET SNS "TETON RIVER TEMPLE ST" RIGHT TURN ONLY F Conduit & Conductor Schedule: NO.CONDUIT CONDUCTORS 0 2-IN RPC 3 - 3/0 (SERVICE) 1 2-IN RPC 2 - #6, 1 - #6 BARE (SIGNAL CABINET SERVICE) 2 2-IN RPC 8 - #8, 1 - #6 BARE (LIGHTING) 3 2-IN RPC 2-IN RPC 2-IN RPC 4 - 5C, 1 - #6 BARE (THRU) 4 - 7C, 1 - #6 BARE (TURN) 4 - 5C, 1 - #6 BARE (PED) 4 - 16AWG 3C (VIDEO DETECTION) 4 2-IN RPC 2 - #8, 1 - #6 BARE (LIGHTING) 5 2-IN RPC 4 - #8, 1 - #6 BARE (LIGHTING) 6 2-IN RPC 2-IN RPC 2-IN RPC 1 - 5C, 1 - #6 BARE (THRU) 1-7C, 1-#6 BARE (TURN) 1 -5C, 1 - #6 BARE (PED) 1 - 16AWG 3C (VIDEO DETECTION) SPARE (INSTALL LOCATE WIRE) 7 2-IN RPC 2-IN RPC 2-IN RPC 2 - 5C, 1 - #6 BARE (THRU) 2 - 7C, 1 - #6 BARE (TURN) 2 -5C, 1 - #6 BARE (PED) 2 - 16AWG 3C (VIDEO DETECTION) SPARE (INSTALL LOCATE WIRE) 8 2-IN RPC 2-IN RPC (FUTURE INTERCONNECT) (INSTALL LOCATE WIRE) SPARE (INSTALL LOCATE WIRE) 9 2-IN RPC 2-IN RPC (FUTURE INTERCONNECT) (INSTALL LOCATE WIRE) SPARE (INSTALL LOCATE WIRE) 10 2-IN RPC 2-IN RPC (FUTURE INTERCONNECT) (INSTALL LOCATE WIRE) SPARE (INSTALL LOCATE WIRE) 11 2-IN RPC 2 - #8, 1 - #6 BARE (LIGHTING) 12 2-IN RPC 2-IN RPC 2-IN RPC 1 - 5C, 1 - #6 BARE (THRU) 1 - 7C, 1 - #6 BARE (TURN) 1 -5C, 1 - #6 BARE (PED) 1 - 16AWG 3C (VIDEO DETECTION) SPARE (INSTALL LOCATE WIRE) 13 2-IN RPC 2 - #8, 1 - #6 BARE (LIGHTING) 14 2-IN RPC 1 - 5C, 1 - #6 BARE (THRU) 1 - 7C, 1 - #6 BARE (TURN) 1 -5C, 1 - #6 BARE (PED) 15 2-IN RPC 2 - #8, 1 - #6 BARE (LIGHTING) 16 2-IN RPC 2-IN RPC 1 - 5C, 1 - #6 BARE (THRU) 1 - 7C, 1 - #6 BARE (TURN) 1 -5C, 1 - #6 BARE (PED) 1 - 16AWG 3C (VIDEO DETECTION) 17 2-IN RPC 2 - #8, 1 - #6 BARE (LIGHTING) 18 2-IN RPC 1 - 5C, 1 - #6 BARE (THRU) 1 - 7C, 1 - #6 BARE (TURN) 1 -5C, 1 - #6 BARE (PED) 19 2-IN RPC 2 - #8, 1 - #6 BARE (LIGHTING) 20 2-IN RPC 1 - 5C, 1 - #6 BARE (THRU) 1 - 7C, 1 - #6 BARE (TURN) 1 -5C, 1 - #6 BARE (PED) 21 2-IN RPC 1-12 SMFO, (FIBER OPTIC SIGNAL INTERCONNECT 1-#18 AWG LOCATE WIRE 23 63 Horizontal Scale: 0Conduit Plan - Detail 1" = 5' 10'5' 5 16" PEDESTRIAN COUNTDOWN 21P 22P 41P 42P 61P 62P 81P 82P 83 N 2nd E TETON RIVER TEMPLE ST. Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 OL A OL B OL C Ø7 Ø8 OL D PED Ø2 P E D Ø 4 PE D Ø 8 PED Ø6 ENTIRE SHEET 1 04/09/2026 R A G LUMINAIRE MAST ARM = 20' 3'12' SIGNAL POLE MAST ARM = 45' 11 ' 35 ' 18 ' 32 81 SNS NTS POLE CL 3' - 6 " 8' 82P G FY A R TETON RIVER TEMPLE ST R A G LUMINAIRE MAST ARM = 20' 6'14' SIGNAL POLE MAST ARM = 55' 11 ' 35 ' 18 ' 12 63 R A G LUMINAIRE MAST ARM = 20' 4.5'12' SIGNAL POLE MAST ARM = 50' 11 ' 35 ' 18 ' 31 42 SNS NTS POLE CLPOLE CL SIGNAL POLE A 3' - 6 " 8' 42P 3' - 6 " 8' 62P G FY A R G A R G FY A R N 2nd E SNS NTS SIGNAL POLE B SIGNAL POLE C SIGNAL POLE D 40 ' 40 ' 40 ' VIDEO DETECTION CAMERA (MOUNT TO SIGNAL MAST ARM) VIDEO DETECTION CAMERA (MOUNT TO SIGNAL MAST ARM) 41 41P R A G 12' 61 62 61P N 2nd E R A G 12' 82 81P TETON RIVER TEMPLE ST R A G LUMINAIRE MAST ARM = 20' 5'14' SIGNAL POLE MAST ARM = 55' 11 ' 35 ' 18 ' 11 SNS NTS POLE CL 3' - 6 " 8' 22P G FY A R 40 ' VIDEO DETECTION CAMERA (MOUNT TO LUMINARE MAST ARM) R A G 12' 23 22 21P FOUNDATION TYPE F REQUIRED FOUNDATION TYPE D REQUIRED FOUNDATION TYPE F REQUIRED FOUNDATION TYPE F REQUIRED G A R 63 VIDEO DETECTION CAMERA (MOUNT TO SIGNAL MAST ARM) VIDEO DETECTION CAMERA (MOUNT TO SIGNAL MAST ARM) G A R 21 G A R 83 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M C5.42 Signal Mounting Details Sheet Notes: 1.REFER TO ISPWC-DIVISION 1100 STANDARD TRAFFIC DETAILS FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. ENTIRE SHEET 1 04/09/2026 29 " 1-1/2" MAX. PROJECTION AT CENTERLINE OF HANDHOLE (TOP AND BOTTOM) 1" WIDE FLANGE ON COVER (2) 20 SECTION TERMINAL BLOCKS 1-1/2" R 4 PLACES 1/4" X 5/8" FLATBAR 2" X 4" WIRE HOLE (OTHER HOLES AS NEEDED FOR WIRING) 5/16" - 18 TAPPED HOLE IN PLAT W/5/16" X 1" GROUNDING BOLT 6" X 29" (I.D.) TERM. COMP. 1/2" X 4" STEEL FRAME 3 8" THICK BACKPLATE 4" X 6" HANDHOLE SLAM LOCK WITH CCL/CORBIN *2 LOCK (6) 1" X 3/16" STAINLESS STEEL SCREWS (W/BOLT & WASHER) STAINLESS STEEL COVER 30-1/2" X 7-3/4" X 1/16" THICK 1" X 1 2" NEOPRENE GASKET 22" LONG STAINLESS STEEL HINGE Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C5.43 Signal Details 1 Recessed Terminal Compartment Detail Scale: NTS ITEM NO.QUAN.N 2nd E AND TETON RIVER TEMPLE ST INTERSECTION ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR INTERSECTION SIGNAL STRUCTURE 1.1 EACH POLE, STEEL, COMBINATION TRAFFIC SIGNAL AND LUMINAIRE, WITH 40' SIGNAL MASTARM AND A 15' LUMINAIRE MASTARM WITH 2" SLIP FITTER (LUMINAIRE MOUNTING HEIGHT TO BE 40'). TO BE POWDER COATED BROWN, FINAL COLOR TO BE APPROVED BY THE CITY OF REXBURG. TO BE CLASS 2 STANDARD MAST ARM TRAFFIC SIGNAL POLE (IDENTIFICATION NO. ID-2-50-L-4015) SUPPLIED BY VALMONT, AMERON, OR APPROVED EQUAL FOR POLE "A" AS INDICATED ON PLANS. REQUIRES TYPE "F" FOUNDATION. 2.2 EACH POLE, STEEL, COMBINATION TRAFFIC SIGNAL AND LUMINAIRE, WITH 40' SIGNAL MASTARM AND A 15' LUMINAIRE MASTARM WITH 2" SLIP FITTER (LUMINAIRE MOUNTING HEIGHT TO BE 40'). TO BE POWDER COATED BROWN, FINAL COLOR TO BE APPROVED BY THE CITY OF REXBURG. TO BE CLASS 2 STANDARD MAST ARM TRAFFIC SIGNAL POLE (IDENTIFICATION NO. ID-2-55-L-4015) SUPPLIED BY VALMONT, AMERON, OR APPROVED EQUAL FOR POLE "B" AND "D" AS INDICATED ON PLANS. REQUIRES TYPE "F" FOUNDATION. 3.1 EACH POLE, STEEL, COMBINATION TRAFFIC SIGNAL AND LUMINAIRE, WITH 40' SIGNAL MASTARM AND A 15' LUMINAIRE MASTARM WITH 2" SLIP FITTER (LUMINAIRE MOUNTING HEIGHT TO BE 40'). TO BE POWDER COATED BROWN, FINAL COLOR TO BE APPROVED BY THE CITY OF REXBURG. TO BE CLASS 2 STANDARD MAST ARM TRAFFIC SIGNAL POLE (IDENTIFICATION NO. ID-2-45-L-4015) SUPPLIED BY VALMONT, AMERON, OR APPROVED EQUAL FOR POLE "C" AS INDICATED ON PLANS. REQUIRES TYPE "D" FOUNDATION. 4.3 EACH FOUNDATION, REINFORCED CONCRETE, TYPE F FOR SIGNAL POLE. SEE ITD STANDARD DRAWING 656-3 FOR BOLT PATTER, REBAR QUANTITY, AND CONCRETE QUANTITY. 5.1 EACH FOUNDATION, REINFORCED CONCRETE, TYPE F FOR SIGNAL POLE. SEE ITD STANDARD DRAWING 656-3 FOR BOLT PATTER, REBAR QUANTITY, AND CONCRETE QUANTITY. ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR INTERSECTION PEDESTRIAN SYSTEM 1.4 EACH PEDESTRIAN SIGNAL BRACKET, FOR SIDE OF POLE TERMINAL COMPARTMENT MOUNTING OF ONE WAY 16" PEDESTRIAN SIGNAL HEADS. TO BE THE FOLLOWING OR APPROVED EQUAL: 1. McCAIN TRAFFIC SUPPLY CATALOG NO. SP-2-T. 2.8 EACH PEDESTRIAN SIGNAL HOUSING, 18" X 18", TRAFFIC OLIVE GREEN, WITH POWDER-COATED ALUMINUM EXTERIOR UV RESISTANT POLYCARBONATE FOR ALL PEDESTRIAN SIGNAL HEADS. TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL: 1. ECONOLITE 2. MOBOTREX 3. MCCAIN 3.8 EACH PEDESTRIAN SIGNAL HEAD, 16", LED COUNTDOWN HAND/MAN. TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL: 1. DIALIGHT 430-6479-001X 2. LEOTEX TSL-PED-16-CIL-P1 4.8 EACH PEDESTRIAN PUSH BOTTON AND SIGN ASSEMBLY, TO INCLUDE 9" X 15" MOUNTING ASSEMBLIES, PUSH BUTTON AND 9" X 15" SIGN DECALS (MUTCD R10-SE) TO BE: 1. POLARA ENGINEERING MODEL IN23TNO-B 2-WIRE ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR SIGNAL CABINET 1.1 EACH SIGNAL CABINET, WESTERN SYSTEMS TYPE P PLUS, NEMA TS2 STRETCHED-P, ALUMINUM TRAFFIC CONTROL CABINET WITH ALL RELATED EQUIPMENT, RELAYS, MALFUNCTION MANAGEMENT UNIT, 16 LOAD SWITCHES, DETECTOR RACK FULLY CONFIGURED FOR CURREX SYSTEM WITH AXIS CAMERA AND 4 EMERGENCY PREEMPT DETECTORS. THE CABINET SHALL BE CONFIGURED WITH POWER DISTRIBUTION, POLICE PANEL, ETHERNET SWITCH, TECH PANEL AND TEST SWITCHES PER IDAHO STANDARDS AND SPECIFICATIONS FOR A TS-2 TYPE 1 P-A-16 CABINET AVAILABLE ON ITD'S WEBSITE IN REFERENCE AND STANDARDS. MMU SHALL BE EDI. THE ETHERNET SWITCH SHALL BE SIEMEN'S REGGEDCOM RS900G. THE ONT SHALL BE CALIX GP4200XH PART NUMBER 100-05589. 2.1 EACH BATTERY BACKUP SYSTEM, TO BE UPS WITH AMBIENT TEMPERATURE AA ENCLOSURE COMPLETE WITH FOUR 12-VOLT BATTERIES AND FULL LED 3-HOUR RUN TIME. ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR SIGNAL CONTROLLER 1.1 EACH CONTROLLER, SHALL BE A SEIMENS M62. ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR COMBINED CABINET & SERVICE PEDESTAL FOUNDATION 1.1 EACH FOUNDATION, REINFORCED CONCRETE, FOR COMBINATION SIGNAL CABINET AND SERVICE PEDISTAL WITH CONCRETE PAD PER ITD STANDARD DRAWING 656-5. ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR ADDITIONAL ELECTRICAL ITEMS 1.2 EACH JUNCTION BOXES, POLYMER CONCRETE SIZE 17" X 30" X 18" WITH TRAFFIC RATED LOCKING COVER WITH "TRAFFIC" LOGO. TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL: 1. HUBBELL NO. PG1730Z854 2. OLDCASTLE NO. PC17x30x18-T22 3. ARMORCAST NO. A6001640HDAPCX18 2.11 EACH JUNCTION BOXES, POLYMER CONCRETE SIZE 13" X 24" X 18" WITH TRAFFIC RATED LOCKING COVER WITH "TRAFFIC" LOGO. TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL: 1. HUBBELL NO. PG1324BA18 2. OLDCASTLE NO. S1324B18FA 3. ARMORCAST NO. A6001946HDAPCX18 3.4 EACH FIBER OPTIC FUSION SPLICE, SHALL HAVE A DB LOSS LESS THAN 0.5 WITH A HEAT SHRINK PROTECTOR. SHALL BE OTDR TESTED IN BOTH DIRECTIONS USING A 1 KM JUMP BOX. SUBMIT TEST RESULTS TO THE ENGINEER FOR APPROVAL. 4.1 EACH FIBER OPTIC SPLICE ENCLOSURE, TO BE SHELF MOUNTED AND HOLD 1-12 COUNT SPLICE TRAYS, SHALL BE CALIX ONT CMN-SFU ECNL-ST, PART NUMBER 100-01578. 5.1 EACH FIBER OPTIC PATCH PANEL, TO BE SHELF MOUNTED WITH 12 SC PORTS. 6.2 EACH SMFO SC PIGTAILS, 3 METERS LONG AND COLOR CODED TO MATCH FIBER COLOR, 900 MICRO METERS WITH FACTORY INSTALLED CONNECTOR. ITEM NO.QUAN.N 2nd E AND TETON RIVER TEMPLE ST INTERSECTION ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR SPECIAL INSTALL SIGN 1.VARIOUS SIGNS SUPPLIED BY THE CONTRACTOR: SIGN SIZE MATERIAL AREA (SF) QTY D3-1 AS REQ. B-1 AS REQ. 2 D3-1 AS REQ. B-1 AS REQ. 2 2.4 EACH SIGN MOUNTING BRACKETS, FOR STREET NAME SIGNS, TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL: 1. ASTRO BRAC PELCO MODEL NO. AS-0144-96-120-SS 2. OLSON SKYBRAC MODEL NO. SS-SBC120-SBK-96TK-23 ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR ILLUMINATION TYPE 2 SIGNALS 1.4 EACH LED LUMINAIRE, 120-227V, 17,000 TO 19,000 LUMENS, 4000K, TYPE II, FULL CUT-OFF, TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL.: 1. AMERICAN ELECTRIC LIGHTING NO. ATBO-P304-MVOLT-R2-A0-P7-SH-10X 2. EATON STREETWORKS NAVION NO. NVN-SA3B-740-U-T2R-10K-AP-PR7-OA/RA1013 WITH RFWD-10 YEARS 3. EATON STREETWORKS ARCHEON MEDIUM NO. ARCH-M-PA2-120-740-U-T2-10K-AP-PR7-OA/RA1013 WITH FWD-10 YEARS 2.8 EACH FUSE, 8 AMP CARTRIDGE TYPE TO BE BUSSMAN MFG CATALOG NO. FNM-8, LITTELFUSE FLM-8M, FERRAZ SHAWMUT CAT NO. TRM-8 OR APPROVED EQUAL. 3.8 EACH SINGLE POLE CONNECTOR KITS, (2 KITS PER LUMINAIRE), INLINE FUSED TYPE TO BE BUSSMAN MODEL NO. HEB-JW-RLC-A; LITTELFUSE LED-AA-S; BUCHANAN 65-U-U, OR APPROVED EQUAL. 4.12 EACH SPLICE KIT, 3 KITS PER LUMINAIRE, TO BE MECHANICAL WATERPROOF. ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR SIGNAL HOUSING 1.11 EACH VEHICLE SIGNAL HEADS, 12", VERTICAL, 3 SECTION, WITH 5" FLAT BLACK POLYCARBONATE BACKPLATE WITH 2" REFLECTIVE SHEETING AND WITH FLAT BLACK POLYCARBONATE TUNNEL VISORS, FOR ALL TRAFFIC SIGNAL HEAD NUMBERS 21, 22, 23, 41, 42, 61, 62, 63, 81, 82, & 83. TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL. 1. ORIUX CATALOG NO PSS884004FO. NO. 0700493C AND NO. S400014 2. MCCAIN TRAFFIC SUPPLY CATALOG NO. M31515, NO. M19273 AND NO. M18216 3. MOBOTREX CATALOG NO. SG103A1C11GGG40, NO. A-700120-03 AND NO. BPB504ANF022E 2.4 EACH VEHICLE SIGNAL HEADS, 12", VERTICAL, 4 SECTION, WITH 5" FLAT BLACK POLYCARBONATE BACKPLATE WITH 2" REFLECTIVE SHEETING AND WITH FLAT BLACK POLYCARBONATE TUNNEL VISORS, FOR ALL TRAFFIC SIGNAL HEAD NUMBERS 11, 12, 31, & 32. TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL. 1. ORIUX CATALOG NO PSS884004FO. NO. 0700493C AND NO. S400014 2. MCCAIN TRAFFIC SUPPLY CATALOG NO. M31515, NO. M19273 AND NO. M18216 3. MOBOTREX CATALOG NO. SG103A1C11GGG40, NO. A-700120-03 AND NO. BPB504ANF022E 3.7 EACH TRAFFIC SIGNAL BRACKET, FOR MAST ARM MOUNTING OF THREE-SECTION HEAD TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL: 1. ASTRO BRAC PELCO MODEL NO. AS-0125-3-96 2. OLSON SS-SBC(90)-46 OR CORAL SS-SBC(90)-46 4.4 EACH TRAFFIC SIGNAL BRACKET, FOR SIDE AND POLE MOUNTING OF THREE-SECTION HEAD TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL: 1. MCCAIN TRAFFIC SUPPLY CATALOG NO. SV-1-T 2. PELCO CONTROL PRODUCTS SP-8357-3-LH-WH-AD-P34 5.4 EACH TRAFFIC SIGNAL BRACKET, FOR MAST ARM MOUNTING OF FOUR-SECTION HEAD TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL: 1. ASTRO BRAC PELCO MODEL NO. AS-0125-3-96 2. OLSON SS-SBC(90)-46 OR CORAL SS-SBC(90)-46 6.11 EACH 11 EACH 11 EACH 4 EACH 4 EACH 4 EACH 12" LED TRAFFIC SIGNAL MODULES, WITH QUICK DISCONNECT LEADS, SMOOTH LENS SURFACE, 120 VAC. TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL. GE LIGHTING DIALIGHT LEOTEK LED RED BALL DR6-RTFB-VLA 433-1210-003 TSL-12R-LX-IL6-A1-P3 LED YELLOW BALL DR6-YTFB-VLA 433-3230-901 TSL-12Y-LX-IL6-A1-P3 LED GREEN BALL DR6-GCFB-VLA 433-2270-001 TSL-12G-LX-IL6-A1-P3-CLR LED RED ARROW DR6-RTAAN-VLA 433-1314-001 TSL-12RA-LX-IL6-A1-P3 LED YELLOW ARROW DR6-YTAAN-VLA 433-3334-901 TSL-12YA-LX-IL6-A1-P3 LED GREEN ARROW DR6-GCAAN-VLA 433-2374-001 TSL-12GA-LX-IL6-A1-P3-CLR ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR INTERSECTION DETECTION SYSTEM VIDEO 1.1 EACH VIDEO DETECTION SYSTEM, TO INCLUDE: M98112 - NOTRAFFIC NEXUS OMNI UNIT W/ 5YR BASIC DET PACKAGE WITH SDLC SMART HARNESS (1), M97440 - NOTRAFFIC SENSOR UNIT, TYPE 1 (3), M97439 - NOTRAFFIC SENSOR UNIT V2X, TYPE 2 (1), M97442 - NOTRAFFIC SYNERGY 9 IN 1 ANTENNA (1), M98113 - NOTRAFFIC SENSOR POWER UNIT (SPU) (1), M98118 - NOTRAFFIC NEXUS V3, SHELF MOUNTING KIT (1), M97751 - SKYBRACKET CAMERA MOUNT, SS, 90" CABLE, 74" POLE, SS-SBC66-ACM-74 (4), M97577- 3CON, 16AWG POWER CABLE, FT (1500 FT) 2.VARIOUS MISCELLANEOUS ITEMS, TO INCLUDE WIRING, CONNECTORS, HARWARE, FITTINGS AND VARIOUS OTHE ITEMS NECESSARY FOR A COMPLETE INSTALLATION. PLACE A #12 LOCATE WIRE WITH VIDEO DETECTION CONDUIT. ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR FOR ELECTRICAL SERVICE PEDESTAL TYPE 1 1.1 EACH ELECTRICAL SERVICE PEDISTAL, TYPE 1, WITH PHOTO CELL CONTROL TO BE ONE OF THE FOLLOWING OR APPROVED EQUAL.: 1. MYERS ELECTRICAL PRODUCTS, CATALOG NO MEUG20-M100w/TB-ITD (MOD) 2. MILBANK NO. CP3B11113BWID01 2.2 EACH PHOTOELECTRIC CONTOL, 240 VOLT TO BE MOUNTED ON RECEPTACLE PROVIDED IN ELECTRICAL SERVICE PEDESTAL. TO BE INTERMATIC MODEL NO. LED4536SC, FP OUTDOOR LIGHTING CONTROL MODEL NO. ELL-124, TORK-NSI MODEL NO ZTL124 OR APPROVED EQUAL. ENTIRE SHEET 1 04/09/2026 RE N T A L RE N T A L RESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVEDRESERVED T T T MB IV IV FO EP CO T D D D X X 10+00 11+00 12+00 13+00 14+00 15+00 16+ 0 0 17+ 0 0 18+0 0 19+00 20+00 21+00 22+00 23+00 24+00 25+00 X T T T MB IV IV FO EP CO T D D D 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 P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/L P/ L P/L R/W R/W R/ W R/ W R/ W R/ W LOT 2 BLOCK 1 2.85 ACRES LOT 1 BLOCK 2 11.35 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES +58 +53 +53 +67 +40 +40 +75 +46 +46 +85+67 9' 12 . 5 ' 12 ' 12 . 5 ' 9' 12" WIDE STOP BAR 12" WIDE STOP BAR 6 6 6 6 5 5 5 5 +58+67 +67 +67 +61 +82 +50 +51 +59 +25 +73 +46 +46 +75 +75 +75 +47 +64 +39 +85 T T T IV IV EP CO DD 10+00 11+00 12+00 13+00 14+00 15+00 16+ 0 0 17+ 0 0 T T T IV IV EP CO DD 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 P/ L P/ L R/W R/W R/W R/W R/ W R/ W +58 +53 +53 +67 +40 +40 +85 +67 1 2 4 5 8 5 5 8 15 ' 12 . 5 ' 12 ' 12 . 5 ' 15 ' 7 5 7 7 +58 2 3 2 5 +67 +67 +67 +61 1 1 1 +82 +50 +51 +59 +251 1 +73 10 +471 12 ' VA R I E S 12 . 5 ' 15 ' +64 9' 1 2 . 5 ' 1 2 ' 1 2 . 5 ' 9' 9 +39 +85 12 . 5 ' 12 . 5 ' 12 ' 12 . 5 ' 12 . 5 ' 18+0 0 19+00 R/W R/W R/W R/W R/W P/ L LOT 4 BLOCK 1 0.84 ACRES +75 +46 +46 2 4 5 5 5 6 6 +46 +46 +75 +75 +75 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C5.50 Striping & Signage Roadway & Access 1 C5.00 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. 4.PAVEMENT MARKINGS IN THE PUBLIC RIGHT-OF-WAY SHALL PER PER MUTCD AND CITY OF REXBURG REQUIREMENTS. #Keynotes: 1.INSTALL DIRECTIONAL ARROWS PER MUTCD STANDARDS. 2.INSTALL 24-IN WIDE STOP BAR STRIPING. 3.MONUMENT SIGN. SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS TO BE APPROVED AND PERMITTED BY THE CITY OF REXBURG. SEE EXTERIOR SIGNAGE PACKAGE FOR MORE INFORMATION. 4.INSTALL STOP SIGN PER MUTCD STANDARDS. 5.INSTALL 8-IN WIDE WHITE STRIPE PER MUTCD STANDARDS. 6.INSTALL 4-IN YELLOW TWO WAY LEFT TURN LANE (7' LINE -18' GAP, NOT TO SCALE) (FOR SPEED ZONES 40 MPH OR LESS) 7.INSTALL 4-IN DOUBLE YELLOW LINE PER MUTCD STANDARDS. 8.INSTALL 4-IN WIDE WHITE SKIP LINE PER MUTCD STANDARDS. 9.INSTALL W4-2R (30"x30") SIGN PER MUTCD STANDARDS. 10.INSTALL 4-IN WIDE, WHITE DASH LINE PER MUTCD STANDARDS. Horizontal Scale: 0Roadway & Access Striping & Signage 1" = 60' 120'60' 1 Detail 1 Scale: NTS 2 Detail 2 Scale: NTS SEE DETAIL 1 THIS SHEET FOR DETAILS SEE DETAIL 2 THIS SHEET FOR DETAILS SEE SHEETS 5.40 & C5.41 FOR INTERSECTION DETAILS CONSTRUCTION NOT FOR N. 2 n d E a s t N. 2 n d E a s t Teton R i v e r T e m p l e S t . Teton River Temple St. 04/09/2026 TT T T EG EG E G EG EG X X X X DD WV D TT T T EG EG E G EG EG X X X X DD WV D XXXXXXXXXXX X X X X 10 + 0 0 11 + 0 0 XXXXXXXXXXXX X X 2 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 T TT MB IV IV EP EP EP EP EP WV BO W WV T TT MB IV IV EP EP EP EP EP WV BO W WV 10 + 0 0 11 + 0 0 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.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 6 A 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 8-IN WIDE WHITE STRIPE PER MUTCD STANDARDS. 4.INSTALL 4-IN DOUBLE YELLOW LINE PER MUTCD STANDARDS. Horizontal Scale: 0N 2nd E Striping Plan (North) 1" = 30' 60'30' Horizontal Scale: 0N 2nd E Striping Plan (South) 1" = 30' 60'30' Se e A b o v e CONSTRUCTION NOT FOR N. 2nd East N. 2nd East Te t o n R i v e r T e m p l e S t r e e t Te t o n R i v e r T e m p l e S t r e e t 04/09/2026 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 VA N 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 G G G GFOFO FO FO FO FO FO FO FO 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 EMTR 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 X X X X X X X X X X X X X X X X X X X 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 19+00 20+00 UG P UG P UG P UG P UG P UG P 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8''SS 8''SS 12''W 8''SS8''SS8''SS8''SS8''SS SAN 18''SD SD SD SDSD MTR MTR SDSD 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 SAN FO FO FO FO FO FO FO FO FO FO FO FO FO FO SAN UGP UGP UGP UGP UGP 4''SD4''SD4''SD4''SD4''SD 4''SD 4''SD 4''SD 4''SD 4''SD SD SD X X X X X X X X X X X X X X X X X X X 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4 ' ' P I R R 4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR 2''PIRR SAN 4' ' P I R R 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 EMTR E E D 1 3 42 R/WR/W R/W R/W R/W P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L LOT 1 BLOCK 1 10.98 ACRES R/W 1 R/ W R/ W R/ W R/ W R/ W R/ W R/ W LOT 2 BLOCK 1 2.85 ACRES LOT 3 BLOCK 1 1.99 ACRES LOT 4 BLOCK 1 0.84 ACRES Horizontal Scale: 0 40'80' 1" = 40' Gravity Irrigation Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A 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. 3.FUTURE INTAKE HEAD GATE TO BE COMPLETED BY OTHERS, SHOWN FOR REFERENCE ONLY. 4.FUTURE PUMP STATION TO BE COMPLETED BY OTHERS, SHOWN FOR REFERENCE ONLY. Utility Keynotes:# N. 2 n d E a s t Teton Island Canal Proposed Home Depot 04/09/2026 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A 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 (SOUTH BANK) EAST WING WALL WEST WING WALL TOP OF WALL ELEV: 4882.50 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' 4' 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: 4881.00 SEE NOTE 6. TOP OF EAST WALL. ELEV: 4881.00 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: 4878.50'± 8" C900 FROM POND IE: ~4878.00' 2' TOP OF BOX: 4881.00± 4' 4' 12" CHAMFER AT BOTTOMS OF ALL VAULTS (TYP.) 2' M I N . 8' BOTTOM OF SUMP EL: 4870.50'8" 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. MINIMUM 2-FT AROUND STRUCTURE. 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. 6.8" 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 CW100 WITH #18 MESH SCREEN. INSTALL WITH FLANGE COUPLING. ROUTE CLASS 200 POLY 1-1/2" FLUSH LINE FROM PUMP STATION TO CLEMONS FILTER. 1 2 3 3 4 4 55 6 6 8 7 7 FINISH GRADE FG: 4880.00± 2' 7' BOTTOM OF SUMP EL: ~4871.50' FINISH GRADE FG: 4880.00± Scale: 3/8" = 1' Pump Station - Section2 04/09/2026 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 VA N 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 G G G GFOFO FO FO FO FO FO FO FO 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 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 X X X X X X X X X X X X X X X X X X X 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 19+00 20+00 UG P UG P UG P UG P UG P UG P 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8''SS 8''SS 12''W 8''SS8''SS8''SS8''SS8''SS SAN 18''SD SD SD SDSD MTR MTR SDSD 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 SAN FO FO FO FO FO FO FO FO FO FO FO FO FO FO SAN UGP UGP UGP UGP UGP 4''SD4''SD4''SD4''SD4''SD 4''SD 4''SD 4''SD 4''SD 4''SD SD SD X X X X X X X X X X X X X X X X X X X 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4 ' ' P I R R 4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR 2''PIRR SAN 4' ' P I R R 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 1 11 2 22 43 38-LF 4-IN PI 33-LF 4-IN PI 26-LF 4-IN PI414-LF 4-IN PI 565-LF 4-IN PI 97-LF 4-IN PI 19-LF 2-IN PI 19-LF 2-IN PI63-LF 2-IN PI 9-LF 2-IN PI R=505.23' L=202.68' 1 5 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.FUTURE PUMP STATION LOCATION SHOWN FOR REFERENCE. 5.PRESSURIZED IRRIGATION STUB, TEMPORARY SOURCE UNTIL PERMANENT PUMPSTATION IS INSTALLED FOR ALL OFFSITE IRRIGATION. REFERENCE SHEET L2.00. 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.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C7.00 Pressurized Irrigation Plan N. 2 n d E a s t Teton Island Canal Proposed Home Depot 04/09/2026 G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO TP TP TP TP T T T TO E TO E TO E TO E TO E TO E TO E TO E EP T OH P OH P OH P OH P OH P W W W D BO WV D 8' ' W 8' ' W 8' ' W UGP UGP 11+00 12+00 13+00 14+00 15+00 16+ 0 0 17+ 0 0 18+0 0 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8''SS 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 12''W 12''W 8''SS 12''W12''W12''W12''W 8' ' S S 12 ' ' W 12 ' ' W SD SD SD UGP FO FO FO FO FO FO G G G G G G FO FO FO FO FO FO FO FO FO UGP UGP UGP UGP UGP UGP UGP 8 ' ' S S SAN 2''PIR R 2''PIR R 2''PIRR 2''PIR R 2''PIRR 2''PIRR 2''PIR R 4 ' ' P I R R 8 ' ' S S SAN SAN SS SS SS SS SS SAN TP TP TP TP T T T TO E TO E TO E TO E TO E TO E TO E TO E EP T OH P OH P OH P OH P OH P W W W D BO WV D 101-LF 4-IN PI 30-LF 2-IN PI 19-LF 2-IN PI R=517.51' L=373.41' 12 1 G GG G G G G G G G G G G G G G G G G G G G G FO FO FOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO TP TP TP 8' ' S S 12 ' ' W 16+ 0 0 17+ 0 0 18+0 0 19+00 20+00 21+00 22+00 23+00 24+00 25+00 UG P 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 12''W12''W12''W12''W12''W 12''W 8''SS 8''SS 8''SS 12''W 12''W 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W SAN SD SD SD G G UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP 8 ' ' S S 4 ' ' P I R R 2''PIRR 2''PIRR 2''PIR R 2''PIR R 2''PIRR 2''PIRR 2''PIR R 4' ' P I R R SAN 8' ' W 8' ' S S SAN 8 ' ' S S 8 ' ' S S SAN SAN 1 2 ' ' W 4' ' P I R R TP TP TP 12 97-LF 4-IN PI 95-LF 4-IN PI 19-LF 2-IN PI 19-LF 2-IN PI 63-LF 2-IN PI 9-LF 2-IN PI R=505.23' L=202.68' 30-LF 2-IN PI R=397.77' L=225.23' R=2211.87' L=7.85' 10-LF 2-IN PI 12 1 1 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.FUTURE PUMP STATION LOCATION SHOWN FOR REFERENCE. 5.PRESSURIZED IRRIGATION STUB, TEMPORARY SOURCE UNTIL PERMANENT PUMPSTATION IS INSTALLED FOR ALL OFFSITE IRRIGATION. REFERENCE SHEET L2.00. Pressure Irrigation Notes: # Legend Keynotes: GATE VALVE PER DETAIL 2/C7.50. Sheet 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. Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 T. R . T E M P L E S T W E S T Horizontal Scale: 0 30'60' 1" = 30' Teton River Temple Street - East Horizontal Scale: 0 30'60' 1" = 30' Teton River Temple Street - West T . R . T E M P L E S T E A S T 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M C7.01 Pressurized Irrigation Offsite Plan 04/09/2026 Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 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) 2 1 Pump Station Scale: NTS 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M C7.50 Pressurized Irrigation Details 04/09/2026 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 VA N 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 T T T R/ W TOP 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 TOP 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 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 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 OH P R / W R/ W E E W 12''SD12''SD 6' ' S D 6' ' S D 6' ' S D 6' ' S D 15''SD15''SD15''SD18''SD18''SD18''SD18''SD18''SD SD SD 8' ' W 8' ' W 8' ' W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 18''SD 18''SD 15''SD 15''SD 15''SD 15''SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 12 ' ' S D 8' ' W 8' ' W 8' ' W 10 ' ' W 10 ' ' W 10 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' S D 12 ' ' S D UG P UG P UG P UG P UG P UG P UG P 6' ' S S 6' ' S S 4' ' S S 4' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8''SS8''SS8''SS8''SS8''SS8''SS8''SS SAN 18''SD 18''SD SD SD SDSD MTR MTR SDSD G G G G G G G G G G G G G G G G G G G G G G GMTR GIRR GIRR GIRR GIRR 4 ' ' S S SAN 10 ' ' S D FO FO FO FO FO FO FO FO FO FO FO FO FO 6''S S 4''SD4''SD4''SD4''SD4''SD4''SD 4''SD 4''SD 4''SD 4''SD 4''SD 4''SD 4''SD 4''SD SD SD 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W T T T R/ W TOP 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 TOP 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 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 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 OH P R / W R/ W E E 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 PB2 (2) BR (1) IT D R / W E M B A N K M E N T NO T A P A R T CA N A L E A S E M E N T - N O T A P A R T QU (2) PH (18)PO (3) PT (6) SR (7) AO (1) PN (3) SR (7) AO (1) PN (3) SR (11) PN (6) PF2 (1) AO (2) PH (21) FP (8) PT (9) ZV (1) PB2 (2) QU (1) PH (42) FP (20) SR (4) RG (2)RG (2) SR (2) SR (4) RG (2) RG (3) PH (9) SR (4) RG (2) LA (1) PS4 (6) LA (1) PS4 (6) LA (1) PS4 (6)PH (11) RG (4) ZV (1)SG (4) PT (3) PT (12) (5) RG (4) PB2 (13) PH (3) VD (2) ZV (3) PB2 (10) PT (3) AO (3) PB2 (3) VD (2) ZV (3) PB2 (3) AO (6) PB2 (33) FP (2) ZV (6) VD (6) SR (14) SG (5) SB (7) PS4 (3) PF2 (2) ZV (3) PN (4) SR (1) QU (2) PN (21) PH (4) QU (6) PO (3) BR (1) PN (4) SR (2) RG (4) BR (2) PN (4) PS4 (15) FS (1) CC (4) BR (1) PN (3) RG (1) ZV (35) FS (3) PT (4) SG (4) BR (2) PN (4) SG (3) PT (6) PS4 (1) LA (32) PH (39) CK (8) SR (3) PN(10) PT (23) CK (10) FP (21) PH (35) PH (19) FP SB (2) SR (3) QU (1) TILL AND RESEED DISTURBED AREA FOLLOWING REMOVAL OF STAGING AREA GRAVEL. 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M L1.00 HD Landscape Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 30'60' 1" = 30' HD Landscape Plan Material Legend: MINIMUM 4-INCH DEPTH 1.5" CRUSHED BASALT ROCK MULCH LARGE GRANITE BOULDERS, 3'-4' DIA. TYP. SEE DETAIL 4/L1.50. Landscape Plan Notes: 1.CONTRACTOR TO COMPLY WITH GENERAL NOTES ON L1.50. 2.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 3.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT ANSI Z60.1 STANDARD NURSERY SPECIFICATIONS. 4.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACT SPECIFICATIONS. 5.CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR. 6.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 7.ALL NON-TURF PLANTERS SHALL RECEIVE 4" LAYER OF DECORATIVE ROCK MULCH. 8.IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. RE F E R T O S H E E T L 1 . 1 0 CODE BOTANICAL / COMMON NAME SIZE CLASS II TREES AO ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" CAL. CC CARPINUS BETULUS 'COLUMNARIS' COLUMNAR EUROPEAN HORNBEAM 2" CAL. LA LIRIODENDRON TULIPIFERA 'ARNOLD' ARNOLD TULIP POPLAR 2" CAL. ZV ZELKOVA SERRATA `VILLAGE GREEN` VILLAGE GREEN JAPANESE ZELKOVA 2" CAL. CLASS III TREES QU QUERCUS MACROCARPA `JFS-KW3` TM URBAN PINNACLE OAK 2" CAL. CONIFERS PF2 PICEA PUNGENS 'FAT ALBERT' FAT ALBERT COLORADO SPRUCE 6` HT. PO PINUS NIGRA `OREGON GREEN` OREGON GREEN AUSTRIAN PINE 6` HT. PLANT SCHEDULE HD CAMPUS CODE BOTANICAL / COMMON NAME SIZE SHRUBS BR BERBERIS THUNBERGII 'ROSE GLOW' ROSE GLOW JAPANESE BARBERRY 5 GAL. FP FALLUGIA PARADOXA APACHE PLUME 3 GAL. PN PHILADELPHUS X VIRGINALIS 'NATCHEZ' NATCHEZ MOCK ORANGE 5 GAL. PB2 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO® NINEBARK 5 GAL. PS4 PHYSOCARPUS OPULIFOLIUS 'SEWARD' TM SUMMER WINE NINEBARK 3 GAL. PT PURSHIA TRIDENTATA ANTELOPE BITTERBRUSH 5 GAL. RG RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC 3 GAL. SB SAMBUCUS NIGRA 'BLACK LACE' BLACK LACE ELDERBERRY 5 GAL. SR SHEPHERDIA ROTUNDIFOLIA ROUNDLEAF BUFFALOBERRY 3 GAL. SG SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME JAPANESE SPIREA 3 GAL. VD VIBURNUM DENTATUM 'ARROWWOOD' ARROWWOOD VIBURNUM 5 GAL. GRASSES CK CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS 1 GAL. FS FESTUCA OVINA GLAUCA 'SEA URCHIN' SEA URCHIN BLUE FESCUE 1 GAL. PH PANICUM VIRGATUM `HEAVY METAL` HEAVY METAL SWITCH GRASS 1 GAL. PLANT SCHEDULE HD CAMPUS LANDSCAPE STABILIZATION SEED MIX. REFER TO SHEET C0.60. Keynotes: 1.REFER TO ROADWAY LANDSCAPE PLAN SHEETS L1.10 AND L1.20. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW.# 1 04.09.2026 T T T T G T T R/ W TOP FO FO FO FO EG EG EG EG EG EG EG EG EG EG EG EG TOE TOP EG EG EG EG EG EG EG EG EG EG EG XXX 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 X X X X X X TO E TO E TO E TO E TO E TO E TO E T O 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 EMTR E E GIRR GIRR R/ W R/ W R/ W R/ W R/ W R/ W T T T T G T T R/ W TOP FO FO FO FO EG EG EG EG EG EG EG EG EG EG EG EG TOE TOP EG EG EG EG EG EG EG EG EG EG EG XXX 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 X X X X X X TO E TO E TO E TO E TO E TO E TO E T O 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 EMTR E E NO R T H 2 N D E A S T PB2 (2) BR (1) IT D R / W E M B A N K M E N T NO T A P A R T CA N A L E A S E M E N T - N O T A P A R T (3) VD (2) ZV (3) PB2 (10) PT (3) AO (3) PB2 (3) VD (2) ZV (3) PB2 (3) AO (6) PB2 (33) FP (2) ZV (6) VD (6) SR (14) SG (39) CK (10) PT (23) CK SB (2) SR (3) QU (1) CODE BOTANICAL / COMMON NAME SIZE CLASS I TREES ZS ZELKOVA SERRATA 'SCHMIDTLOW' WIRELESS® JAPANESE ZELKOVA 2" CAL. CLASS II TREES AO ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" CAL. CLASS III TREES QU QUERCUS MACROCARPA `JFS-KW3` TM URBAN PINNACLE OAK 2" CAL. SHRUBS BR BERBERIS THUNBERGII 'ROSE GLOW' ROSE GLOW JAPANESE BARBERRY 5 GAL. PB2 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO® NINEBARK 5 GAL. PN PHILADELPHUS X VIRGINALIS 'NATCHEZ' NATCHEZ MOCK ORANGE 5 GAL. PT PURSHIA TRIDENTATA ANTELOPE BITTERBRUSH 5 GAL. RG RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC 3 GAL. PLANT SCHEDULE ROADWAY FO FO FO FO FO FO 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 TO E T T 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 W R / W R/ W D D WV D 12''W UGP G GFOFO FO SS SS SS 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 R/ W R/ W R/ W R/ W R/ W R/ W FO FO FO FO FO FO 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 TO E T T 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 W R / W R/ W D D WV D AO (4) PB2 (8) NO R T H 2 N D E A S T TETON RIVER TEMPLE STREET BR (22) PB2 (2) BR (1) PB2 (14) BR (40) PT (30) (22) BR (4) AO (8) PB2 (6) PB2 (33) FP (2) ZV (6) VD (6) SR (14) SG (5) SB (7) PS4 (3) PF2 (39) CK N 2ND E - NORTH Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M L1.10 Roadway Landscape Plan N 2ND E - SOUTH Landscape Plan Notes: 1.CONTRACTOR TO COMPLY WITH GENERAL NOTES ON L1.50. 2.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 3.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT ANSI Z60.1 STANDARD NURSERY SPECIFICATIONS. 4.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACT SPECIFICATIONS. 5.CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR. 6.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 7.ALL NON-TURF PLANTERS SHALL RECEIVE 4" LAYER OF DECORATIVE ROCK MULCH. 8.IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. Horizontal Scale: 0 30'60' 1" = 30' N 2nd E - North Horizontal Scale: 0 30'60' 1" = 30' N 2nd E - South HOME DEPOT CAMPUS LANDSCAPING UNDER SEPARATE PERMIT HOME DEPOT CAMPUS LANDSCAPING UNDER SEPARATE PERMIT DU E T O E X I S T I N G O V E R H E A D P O W E R A N D U N D E R G R O U N D U T I L I T I E S , T R E E S A R E O M I T T E D F O R T H I S P L A N T I N G S T R I P . Material Legend: MINIMUM 4-INCH DEPTH 1.5" CRUSHED BASALT ROCK MULCH SH E E T L 1 . 2 0 LANDSCAPE STABILIZATION SEED MIX. REFER TO SHEET C0.60. 04.09.2026 G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T TO E TO E TO E TO E TO E TO E TO E TO E EP T OH P OH P OH P OH P OH P W W W D BO WV D 8' ' W 8' ' W 8' ' W UGP UGP 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8''SS 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W 12''W 8''SS 8''SS 8''SS 12''W 12''W 8''SS 12''W12''W12''W12''W 8' ' S S 12 ' ' W 12 ' ' W SD SD SD UGP FO FO FO FO FO FO G G G G G G FO FO FO FO FO FO FO FO FO UGP UGP UGP UGP UGP UGP UGP 8 ' ' S S SAN 2''PIR R 2''PIR R 2''PIRR 2''PIR R 2''PIRR 2''PIRR 2''PIR R 4 ' ' P I R R 8 ' ' S S SAN SAN SS SS SS SS SS 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 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 T T T TO E TO E TO E TO E TO E TO E TO E TO E EP T OH P OH P OH P OH P OH P W W W D BO WV D QU (2) PN (3) RG (2) PN (6) RG (4) AO (4) PB2 (8) TETON RIVER TEMPLE STREET TETON RIVER TEMPLE STREET BR (22) ZS (5) PT (20) AO (4) PB2 (8)BR (22) ZS (3) PT (10) AO (4) PB2 (8) BR (22) ZS (3) PT (10) BR (18) (22) BR (4) AO (8) PB2 (15) PT (4) ZS (3) ZS (10) PT (7) PB2 (4) AO (18) BR (3) PN (2) RG (2) QU (3) ZS (10) PT FUTURE ACCESS CODE BOTANICAL / COMMON NAME SIZE CLASS I TREES ZS ZELKOVA SERRATA 'SCHMIDTLOW' WIRELESS® JAPANESE ZELKOVA 2" CAL. CLASS II TREES AO ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" CAL. CLASS III TREES QU QUERCUS MACROCARPA `JFS-KW3` TM URBAN PINNACLE OAK 2" CAL. SHRUBS BR BERBERIS THUNBERGII 'ROSE GLOW' ROSE GLOW JAPANESE BARBERRY 5 GAL. PB2 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO® NINEBARK 5 GAL. PN PHILADELPHUS X VIRGINALIS 'NATCHEZ' NATCHEZ MOCK ORANGE 5 GAL. PT PURSHIA TRIDENTATA ANTELOPE BITTERBRUSH 5 GAL. RG RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC 3 GAL. PLANT SCHEDULE ROADWAY G GG G G G G G G G G G G G G G G G G G G G G FO FO FOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 8' ' S S 12 ' ' W UG P 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 12''W12''W12''W12''W12''W 12''W 8''SS 8''SS 8''SS 12''W 12''W 8''SS 8''SS 8''SS 8''SS 12''W 12''W 12''W SAN SD SD SD G G UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP 8 ' ' S S 4 ' ' P I R R 2''PIRR 2''PIRR 2''PIR R 2''PIR R 2''PIRR 2''PIRR 2''PIR R 4' ' P I R R SAN 8' ' W 8' ' S S SAN 8 ' ' S S 8 ' ' S S SAN SAN 1 2 ' ' W 4' ' P I R R 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 R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 0.84 ACRES QU (2) PN (3) RG (2) TETON RIVER TEMPLE STREET AO (4) PB2 (8) BR (22) ZS (3) PT (10) BR (18)PN (3) RG (2) PB2 (8) AO (4)BR (22)ZS (3) PT (10) QU (4) RG (6) PN (9) BR (22) ZS (3) PT (10)PB2 (8)BR (22) (7) PB2 (4) AO (18) BR (3) PN (2) RG (2) QU (3) ZS (10) PT (8) PB2 (4) AO (8) PB2 (4) AO (19) BR (3) ZS (10) PT (4) QU (9) PN (6) RG (3) ZS (10) PT (8) PB2 (2) AO (2) AO FUTURE ACCESS FUTURE ACCESS FUTURE ACCESS Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M L1.20 Roadway Landscape Plan T . R . T E M P L E S T E A S T T. R . T E M P L E S T W E S T Horizontal Scale: 0 30'60' 1" = 30' Teton River Temple Street - East Horizontal Scale: 0 30'60' 1" = 30' Teton River Temple Street - West Landscape Plan Notes: 1.CONTRACTOR TO COMPLY WITH GENERAL NOTES ON L1.50. 2.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 3.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT ANSI Z60.1 STANDARD NURSERY SPECIFICATIONS. 4.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACT SPECIFICATIONS. 5.CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR. 6.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 7.ALL NON-TURF PLANTERS SHALL RECEIVE 4" LAYER OF DECORATIVE ROCK MULCH. 8.IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. Material Legend: MINIMUM 4-INCH DEPTH 1.5" CRUSHED BASALT ROCK MULCH SHEET L1.10 LANDSCAPE STABILIZATION SEED MIX. REFER TO SHEET C0.60. 2 2 2 2 04.09.2026 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 3 A M L1.50 Landscape Details Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 MULCH AT PLANTER BEDS TOPSOIL CUT EDGE TURF FINISH GRADE 4" 8" 75° 3 0 ° 5 Planter Edge Cut Edge Scale: NTS 04.09.2026 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 VA N 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 T T T R/ W TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FO FO FO FO FO EG EG EG EG EG EG EG EG EG EG EG 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 X X X 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 T T OH P 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 E E SD SD SAN SD SD SDSD MTR MTR SDSD GMTR GIRR GIRR GIRR GIRR SAN SD SD 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4' ' P I R R 4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR4''PIRR P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/ L P/ L P/ L P/ L P/ L P/ L P/ 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 T T T R/ W TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FO FO FO FO FO EG EG EG EG EG EG EG EG EG EG EG 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 X X X 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 T T OH P 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 E E 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 IT D R / W E M B A N K M E N T NO T A P A R T CA N A L E A S E M E N T - N O T A P A R T TILL AND RESEED DISTURBED AREA FOLLOWING REMOVAL OF STAGING AREA GRAVEL. C 1" 1" 1" 114" 1" 1" 1"1" 1" 1" 1" 114" 1" 114" 1" 114" 1" 1" 1" 114" 1" 1"114" 1 8.3 1" 1 2 13.4 1" 2 3 8.47 1" 3 4 8.24 1" 4 5 3.96 1" 5 67.23 1" 6 77.02 1" 7 88.17 1" 8 97.51 1" 9 107.75 1" 10 1111.2 1" 11 126.84 1" 12 139.44 1" 13 1410.8 1"14 157.96 1"15 1612.1 1" 16 AAAAAAAA A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 212" 2" 114" 1" 1" 1" 1" 1" A.SEE SHEET L2.10 FOR IRRIGATION NOTES AND IRRIGATION SCHEDULE Sheet Notes: 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 2 . 0 0 i r r i g a t i o 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 6 A M L2.00 HD Irrigation Plan Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 30'60' 1" = 30' HD Irrigation Plan RE F E R T O S H E E T L 2 . 1 0 04.09.2026 T T T T G T T R/ W TOP FO FO FO FO EG EG EG EG EG EG EG EG EG EG EG EG TOP EG EG EG EG EG EG EG EG EG EG EG XX X X X 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 UGP UGP R/ W EMTR E E GIRR GIRR R/ W R/ W R/ W R/ W R/ W R/ W T T T T G T T R/ W TOP FO FO FO FO EG EG EG EG EG EG EG EG EG EG EG EG TOP EG EG EG EG EG EG EG EG EG EG EG XX X X X 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 UGP UGP R/ W EMTR E E NO R T H 2 N D E A S T IT D R / W E M B A N K M E N T NO T A P A R T CA N A L E A S E M E N T - N O T A P A R T 1" 1" 1" 114" 1 2 13.4 1" 2 3 8.47 1" 4 8.24 A A A A A A AA A A A A A A A A A A A A A A FO FO FO FO FO FO T T 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 W R / W R/ W D D WV D SAN P/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 FO FO FO FO FO FO T T 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 W R / W R/ W D D WV D NO R T H 2 N D E A S T TETON RIVER TEMPLE STREET 114" 1" 1" 1" 1" 114"2 13.4 1" 2 3 8.47 1" 3 4 8.24 1" 4 5 3.96 1" 5 6 7 A A A A A A A A A A A A A A A 114" 1" A.SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 50 G.P.M. AND 70 P.S.I. AT THE SOURCE. B.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. C.COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS. D.CONTRACTOR TO COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. E.ALL SLEEVES TO BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES TO BE TAPED OR CAPPED AND MARKED WITH A 2" X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. STAKES ARE NOT TO BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL. F.CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. G.IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDINGS THROUGH APPROPRIATE SIZED CONDUIT. H.IRRIGATED AREAS CONTAINING VEGETATION WHICH POTENTIALLY MAY IMPEDE PERFORMANCE OF A POP-UP SPRINKLER ARE TO BE REPLACED WITH A 12" HIGH POP-UP SPRINKLER. I.ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. J.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. K.CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. L.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. M.IRRIGATION CONTRACTOR SHALL PROVIDE AN AS-BUILT IRRIGATION PLAN UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. N.THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. O.AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD. P.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER. Q.IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE. R.IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY ARE TO BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. S.LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. T.IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. U.CONTRACTOR SHALL SCHEDULE A MEETING WITH LANDSCAPE ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION CONTROL SYSTEM TO DETERMINE PROCEDURES OF INSTALLATION OF IRRIGATION CONTROL SYSTEM. V.AREAS WHERE FULL CIRCLE HEADS ARE REQUIRED, NON-REVERSING CIRCLE HEADS SHALL BE INSTALLED. PARTIAL CIRCLE HEADS WITH REVERSING DIRECTION ARE PROHIBITED FOR USE OF 360° ROTATION. X.PIPE VELOCITIES SHALL NOT EXCEED 5 FT/SEC. Y.ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN GALV. STEEL CONDUIT. ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN FOOT (10'-0") INTERVALS. Z.PROVIDE AND INSTALL GROUNDING ALONG THE TWO WIRE PATH PER MANUFACTURERS RECOMMENDATIONS. Irrigation Notes: Keynotes: 1.FIELD LOCATE PUMP STATION. CONNECT MAINLINE AND EXTEND AS SHOWN ON PLANS. 2.INSTALL IRRIGATION CONTROLLER IN A STAINLESS STEEL ENCLOSURE IN THIS APPROXIMATE LOCATION. IRRIGATION CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL CONNECTIONS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE AND 120 VOLT POWER WIRES. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN RIGID STEEL CONDUIT. INSTALL (2) BLUE 14 GAUGE WIRES FROM THE CONTROLLER TO THE LAST VALVE FROM EACH CONTROLLER FOR FUTURE USE. 3.2-INCH IRRIGATION STUB TO OFFSITE PRESSURIZED IRRIGATION SYSTEM. CONNECTION TO BE REMOVED WHEN PERMANENT OFFSITE IRRIGATION PUMP STATION IS INSTALLED. COORDINATE WITH SHEETS C7.00 FOR CONTINUATION. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW.# Drip Irrigation Notes: A.ALL PLANTER BEDS ARE TO BE IRRIGATED W/ DRIP IRRIGATION AS INDICATED ON PLANS. THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MANUFACTURERS RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: A.A.EACH DRIP ZONE SHALL RECEIVE A DRIP ZONE CONTROL KIT WITH PRESSURE REGULATION AND 120 MESH (MIN.) STAINLESS STEEL FILTRATION SCREEN. A.B.ALL TUBING IS TO BE STAKED DOWN WITH 6" SOIL STAPLES AT 24" INTERVALS (MIN.) ALL FITTINGS SHALL RECEIVE (2) STAPES IN OPPOSING DIRECTIONS. B.IF WEED BARRIER FABRIC IS USED IN LANDSCAPE BEDS, DRIP IRRIGATION SHALL BE INSTALLED UNDERNEATH FABRIC AND STAPLED AS INDICATED ABOVE. C.ALL LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT DEPTH INDICATED IN TRENCH SECTION DETAIL. SIZE AS NECESSARY. D.AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE OWNER WITH AS-BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-101-40 DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 6/L2.50 DRIP RING - LARGE .6 GPH @ 18" O.C. APPROX, 40-LF OF TUBING PER RING. 8/L2.50 DRIP RING - MEDIUM .6 GPH @ 18" O.C. APPROX, 16-LF OF TUBING PER RING. 8/L2.50 AREA TO RECEIVE DRIPLINE HUNTER HDL-06-18-CV HDL-06-18-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 18" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. 7/L2.50 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL SHUT OFF VALVE 3/L2.50 DRAIN VALVE 4/L2.50 HUNTER A2C-75D-M 75-STATION DECODER CONTROLLER IN AN OUTDOOR GRAY METAL WALL MOUNT ENCLOSURE. 12/L2.50 POINT OF CONNECTION IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH. 40 FITTINGS FROM 1/2" - 2-1/2" PIPE SIZES. ALL PIPE 3" AND ABOVE SHALL BE CLASS 200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO. 1/L2.50 IRRIGATION MAINLINE: PVC SCHEDULE 40 PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH. 40 FITTINGS FROM 1/2" - 2-1/2" PIPE SIZES. ALL PIPE 3" AND ABOVE SHALL BE CLASS 200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO. 1/L2.50 PIPE SLEEVE: POLYETHYLENE PIPE SDR-7 FOR CONTROL WIRE PATH UNDER PARKING TO BUILDING. USE 2-INCH PIPE.2/L2.50 PIPE SLEEVE: PVC CLASS 200 SDR 21 PIPE SLEEVE SHALL BE TWICE THE SIZE OF DESIGNED PIPE DIAMETER FOR MAINLINE AND 4" FOR LATERAL LINES. INSTALL ADDITIONAL 2" SLEEVE AT ALL MAINLINE SLEEVES FOR CONTROL WIRES OR WHERE CONTROL WIRE LEAVES MAINLINE ROUTE. 2/L2.50 C Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE Wiring Legend 14-GAUGE 2-WIRE PATH PER MANUFACTURES INSTRUCTIONS AND DETAILS. A Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 l 2 . 0 0 i r r i g a t i o 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 5 A M L2.10 Roadway Irrigation Plan N 2ND E - NORTH N 2ND E - SOUTH Horizontal Scale: 0 30'60' 1" = 30' N 2nd E - North Horizontal Scale: 0 30'60' 1" = 30' N 2nd E - South HOME DEPOT CAMPUS LANDSCAPING UNDER SEPARATE PERMIT HOME DEPOT CAMPUS LANDSCAPING UNDER SEPARATE PERMIT SH E E T L 2 . 2 0 04.09.2026 T T T EP T OH P OH P OH P OH P OH P W W W D BO WV D SD SD SD SAN 2''PIR R 2''PIR R 2''PIRR 2''PIR R 2''PIRR 2''PIRR 2''PIR R 4 ' ' P I R R SAN SAN 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 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 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 T T T EP T OH P OH P OH P OH P OH P W W W D BO WV D TETON RIVER TEMPLE STREET TETON RIVER TEMPLE STREET FUTURE ACCESS 114" 114" 114" 114" 114" 114" 1" 1" 19 6.74 1"19 20 7.35 1" 20 21 9.32 1" 21 24 11.2 1" 24 25 11.0 1" 25 A A A A A A A A A A A A A A A A A A A A SAN SD SD SD 4 ' ' P I R R 2''PIRR 2''PIRR 2''PIR R 2''PIR R 2''PIRR 2''PIRR 2''PIR R 4' ' P I R R SAN SAN SAN SAN 4' ' P I R R 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 R/W R/WR/WR/W R/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 TETON RIVER TEMPLE STREET FUTURE ACCESS FUTURE ACCESS FUTURE ACCESS 114"1" 114" 114" 114" 1" 1" 178.79 1" 17 188.06 1" 18 19 6.74 1"19 20 7.35 1" 20 21 9.32 1" 21 22 11.0 1" 22 23 10.5 1" 23 A A A A A A A A A A A A A A A A A A A A A A A A A A 1" 114" 114" 1" 1" 2" 2" 212" 114" 2" A.SEE SHEET L2.10 FOR IRRIGATION NOTES AND IRRIGATION SCHEDULE Sheet Notes: Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 l 2 . 0 0 i r r i g a t i o 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M L2.20 Roadway Irrigation Plan T. R . T E M P L E S T W E S T Horizontal Scale: 0 30'60' 1" = 30' Teton River Temple Street - East Horizontal Scale: 0 30'60' 1" = 30' Teton River Temple Street - West SHEET L2.10 2 T . R . T E M P L E S T E A S T 04.09.2026 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 2 . 0 0 i r r i g a t i o 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 : Th u r s d a y , A p r i l 9 2 0 2 6 a t 1 0 : 3 4 A M L2.50 Irrigation Details Revisions 1.CITY COMMENTS 2.OWNER REVISIONS 3.SEWER ALIGNMENT Date of Issuance: Project No.: Project Milestone: ---- 1 PERMIT SET 04-09-2026 125092.00 RE X B U R G , I D A H O 8 3 4 4 0 32 9 T E T O N R I V E R T E M P L E S T . 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 TRENCH SECTION NTSSCALE: LO C A T O R T A P E - 6 " D E P T H (P L A C E D A B O V E M A I N L I N E O N L Y ) LA T E R A L - 1 2 " D E P T H MA I N L I N E - 1 8 " D E P T H TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.C. INTERVALS, PLACE TO SIDE OF MAINLINE FINISH GRADE AT TOP OF TRENCH SHALL MATCH SURROUNDING FINISH GRADE FINISH GRADE 12 AWG TRACER WIRE (SOLID BARE COPPER) SAND OR ROCK FREE SOIL AROUND ALL PIPE 18 " 6" 6" 6" 1 MIN. 24" COVER MIN. 18" EXTENSION PVC LATERAL OR MAINLINE PVC SLEEVE TWICE THE SIZE OF IRRIGATION LATERAL OR MAINLINE PAINTED 2" x 4" STAKE EXTENDED 24" ABOVE GRADE SLEEVING SECTION NTSSCALE: CONTROL WIRE SLEEVE. WIRE SHALL NOT BE RAN IN SAME SLEEVE AS IRRIGATION PIPING. 2 ISOLATION VALVE NTSSCALE: 10" ROUND VALVE BOX PAVING BRICK (1 OF 3) 6" ADS LENGTH AS REQUIRED LEEMCO SS GATE VALVE WITH CROSS TOP (LGT11SS304X). SIZE THE SAME AS THE MAINLINE IN WHICH IT IS INSTALLED. PVC MAINLINE BRASS UNION 1 L2 . 5 0 3 DRAIN VALVE NTSSCALE: FINISH GRADE 10" ROUND VALVE BOX (3) PAVING BRICK 6" DIA. ADS LENGTH AS REQUIRED LEEMCO SS GATE VALVE WITH CROSS TOP (LGT11SS304X) (2) 4" LONG PVC SCH. 80 NIPPLE SCH. 40 ELL TT DRAIN ROCK - 1 C.F. MIN. GEOTEXTILE FABRIC, TOP AND ALL SIDES. 12" LONG PVC SCH. 80 NIPPLE SCH. 40 PVC TEE (SST) 3" 1 L2 . 5 0 4 3" MIN. 90° STREET ELLS (LASCO SWING JOINT) SCH. 40 FITTINGS (LASCO SWING JOINT) 10" ROUND VALVE BOX QUICK COUPLER VALVE WITH COVER FINISH GRADE FILTER FABRIC BARRIER LASCO SNAPLOK STABILIZER 6" DEEP PEA GRAVEL REBAR THROUGH SNAPLOK SCH. 80 NIPPLE MAINLINE 90° STREET ELLS (LASCO SWING JOINT) SCH. 80 NIPPLE (LASCO SWING JOINT) QUICK COUPLER VALVE NTSSCALE: 1 L2 . 5 0 5 FV DRIP REMOTE CONTROL VALVE DRIPLINE LAYOUT NTSSCALE: PVC SUPPLY HEADER ROW SPACING PER PLAN PERIMETER LATERALS 4" FROM EDGE PVC SUPPLY HEADER 2" M I N . , 6" M A X FINISH GRADE (TOP SOIL) PLAN VIEW SECTION NOTE: 1.DRIP IRRIGATION SHALL BE PLACED UNDER WEED BARRIER AND MULCH. FINISH GRADE (MULCH) STAPLE ALL TEES, ELLS, AND 2" O.C. WIDTH PER PLAN 9 L2.50 10 L2.50 7 12 " 24" 9" M I N . 1 2 " M A X . DV NOTES: 1.DRIP IRRIGATION SHALL BE PLACED UNDER MULCH. 2.FLOW RATE AND EMITTER SPACING PER DRAWINGS. 2.1.INSIDE RING MUST HAVE 4 EMITTERS (MIN.). 3.CONTRACTOR TO ADD ADDITIONAL RINGS IF REQUIRED TO PROVIDE PLANTS WITH ADEQUATE WATER. TREES/LARGE SHRUBS SHRUBS/GRASSES DRIP VALVE PVC SUPPLY HEADER. BURY PER LATERAL DEPTH. SCH. 40 PVC TEE SIZED PER PLAN (SST). DRAIN VALVE IN ROUND VALVE BOX EMITTER SIZE AND SPACING PER PLAN DRIP SUPPLY LINE. 10 L2.50 11 L2.50 9 L2.50 DRIP RINGS NTSSCALE: 11 L2.50 8 FINISH GRADE (MULCH) FINISH GRADE (TOPSOIL) 17 MM ELBOW DRIPLINE 17MM FEEDER TUBING, LENGTH AS REQUIRED 3 4" MALE ADAPTER PVC TEE (SST) PVC LATERAL - REFER TO TRENCH DETAIL FOR DEPTH. DRIPLINE LATERAL CONNECTION NTSSCALE:9 4" M I N . / 6 " M A X . FINISH GRADE NETAFIM LINE FLUSH VALVE (TLSOV) 10" ROUND VALVE BOX (3) BRICK SUPPORTS GRAVEL SUMP (1 CUBIC FOOT) DRIP TUBING PER PLAN DRIP FLUSH VALVE NTSSCALE:10 POINT SOURCE EMITTER NTSSCALE: NOTE: 1.DRIP IRRIGATION SHALL BE PLACED UNDER WEED BARRIER AND MULCH 1/4" TUBING: POLYETHYLENE DISTRIBUTION TUBING RAIN BIRD PT-025 TOP OF MULCH DIFFUSER BUG CAP: RAIN BIRD DBC-025 (TYP.) FINISH GRADE 0.5 GPH RAIN BIRD XERI-BUD EMITTER DRIP TUBING PER PLAN 11 BUILDING WALL AUTOMATIC IRRIGATION SPRINKLER CONTROLLER 5' 2" RIGID STEEL PIPE MIN.2" FROM WALL (1) FOR CONTROL WIRES (1) FOR GROUNDING WIRES JUNCTION BOX - CAULK BOTH SIDES FINISH GRADE 2" RIGID STEEL PIPE ELBOW (12" RADIUS MIN.) DIRECT BURIAL CONTROL AND COMMON WIRES TO CONTROL VALVES 18" MIN. BUILDING FOUNDATION IRRIGATION CONTROLLER - INTERIOR WALL MOUNT NTSSCALE:12 DRIPLINE REMOTE CONTROL VALVE (ANGLE VALVE) NTSSCALE: 21 SCH. 80 NIPPLE. LENGTH AS REQUIRED (TYP.). MATCO BRASS ANGLE VALVE WITH CROSS TOP. SIZE TO MATCH REMOTE CONTROL VALVE. DRIP ZONE VALVE KIT PER PLANS CHRISTY VALVE ID TAG.3M DBY-R SPLICE KIT WITH TWIST-ON CONNECTORS, OR APPROVED EQUAL. SOLVENT WELD BELL END PVC PIPE TO SCH. 80 NIPPLE, CUT THREADS OFF GLUED END. 3" MIN. 5" MAX. 3" MIN. SCH. 80 UNION WITH SCH. 80 NIPPLES BOTH SIDES. SCH. 80 UNION WITH SCH. 80 NIPPLES BOTH SIDES. MAINLINE LATERAL NOTES: 1.ALL PVC FITTINGS SHALL BE SCH. 40 UNLESS OTHERWISE NOTED. 2.VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT. TAGS SHALL HAVE DIGITAL LETTERING/NUMBERING ONLY. 3.REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. 4.CENTER DRIP ZONE KIT ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX. A MINIMUM OF 3" CLEARANCE SHALL BE PROVIDED ON ALL SIDES OF ANGLE VALVE AND DRIP ZONE KIT ASSEMBLY. 5.INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE SPECIFIED LATERAL SIZE ON PLANS. 6.ALL DRIP ZONES SHALL HAVE A FILTER WITH STAINLESS STEEL SCREEN AT A 120 MESH (MIN.). FILTER FABRIC BARRIER ON SIDES AND BOTTOM OF VALVE BOX. 6" DEPTH PEA GRAVEL SUMP BRICK PAVERS (1 OF 4) CONTROL WIRES. TAPE TO MAINLINE IN 10' INTERVALS. 6" M I N . HEAVY DUTY VALVE BOX, 24" x 13" MIN. INCREASE AS NEEDED TO PROVIDE CLEARANCES STATED IN NOTES BELOW. FINISH GRADE 6 04.09.2026