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Home My WebLink AboutTAMANA FIELDS - REVISED CIVIL PLANS - 10.7.26 (1).pdfSHEET # Know what's Callbefore you dig. below. www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING CIVIL CONSTRUCTION PLANS FOR: TAMANA FIELDS SH E E T N U M B E R C - 1 . 0 THE CONTRACTOR WILL BE RESPONSIBLE TO FULLY COMPLY WITH INPDES REQUIREMENTS AND TO MODIFY THE SWPPP AS NECESSARY TO ENSURE COMPLIANCE. THE CONTRACTOR IS RESPONSIBLE FOR 100% OF THE SITE MANAGEMENT DURING CONSTRUCTION. THIS INCLUDES IMPLEMENTATION, MAINTENANCE, ADJUSTMENTS, ADDITIONS AND REVISIONS OF SWPPP MEASURES NECESSARY TO ENSURE COMPLIANCE WITH INPDES REQUIREMENTS. THIS IS TO INCLUDE RESPONSIBILITY FOR FINES, ETC. LEVIED BY THE IDEQ FOR NON-COMPLIANCE DURING CONSTRUCTION. THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SE. THEY ARE SUBJECT TO COPYRIGHT OF SE. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SE, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. INTELLECTUAL PROPERTY NOTICE SPECIFICATIONS ATTENTION CONTRACTOR DETAIL REFERENCES SUNRISE ENGINEERING ENGINEER OF RECORD ROBERT M. HEUSEVELDT, P.E. 600 E OAK ST. POCATELLO, ID 83201 208.234.0110 SUNRISE ENGINEERING PROJECT MANAGER MERRIL QUAYLE, P.E. 600 E OAK ST. POCATELLO, ID 83201 208.234.0110 PROJECT DEVELOPER MY NOJO, LLC OWNER / SECRETARY : BRENDA FUJIMOTO 1162 SOUTH 5TH WEST REXBURG, ID 83440 208.351.2512 CITY OF REXBURG PUBLIC WORKS DIRECTOR MR. KEITH DAVIDSON 35 NORTH 1ST EAST REXBURG, ID 83440 208.359.3020 CITY OF REXBURG CITY PLANNER MR. ALAN PARKINSON 35 NORTH 1ST EAST REXBURG, ID 83440 208.372.2167 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND CITY OF REXBURG SPECIFICATIONS AND DETAILS, CURRENT EDITIONS, SHALL BE USED FOR THE CONSTRUCTION OF THIS PROJECT. IF A CONFLICT OCCURS THE MORE STRINGENT REQUIREMENT SHALL BE DEEMED TO GOVERN OVER THE PROJECT AS DETERMINED BY THE ENGINEER. LOCATED IN THE SOUTH 1/2 OF SECTION 36, TOWNSHIP 6 SOUTH, RANGE 39 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO PROJECT #18385 MAY 2026 REVISED OCT 2026 THE DETAILS AND SPECIFICATIONS ON THIS PLAN SET SHALL GOVERN THIS PROJECT. WHERE THERE IS A CONFLICT BETWEEN THESE DOCUMENTS & A GOVERNING STANDARD, THE MOST "STRINGENT" REQUIREMENT SHALL BE DEEMED TO GOVERN UNLESS OTHERWISE APPROVED. KEY CONTACTS IDEQ IDAHO FALLS REGIONAL OFFICE 900 NORTH SKYLINE DR, STE. B IDAHO FALLS, ID 83402 208.528.2650 C - 1.0 C - 2.0 C - 3.0 C - 4.0 C - 5.0 C - 5.1 C - 5.2 C - 5.3 C - 5.4 C - 6.0 C - 7.0 C - 7.1 C - 7.2 C - 7.3 C - 7.4 C - 7.5 C - 7.6 C - 7.7 C - 7.8 C - 7.9 C - 7.10 C - 7.11 C - 8.0 C - 8.1 C - 9.0 C - 9.1 C - 9.2 C - 9.3 C - 10.0 C - 10.1 SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 SHEET LIST TABLE VICINITY MAP SHEET TITLE COVER SHEET GENERAL NOTES EXISTING SITE TOPOGRAPHY - DEMOLITION PLAN PROPOSED SITE PLAN OVERVIEW PROPOSED GRADING - UNIVERSITY BLVD. 102+00 - 111+00 PROPOSED GRADING - UNIVERSITY BLVD. 111+00 - 119+50 PROPOSED GRADING - UNIVERSITY BLVD. 119+50 - 126+00 PROPOSED GRADING - MIKAN DR. 0+50 - 5+50 PROPOSED GRADING - MIKAN DR. 5+50 - 10+75 EROSION & SEDIMENT CONTROL PLAN PLAN & PROFILE - OFFSITE UTILITIES STA. 1+00 - 5+75 PLAN & PROFILE - OFFSITE UTILITIES STA. 5+75 - 9+50 PLAN & PROFILE - OFFSITE UTILITIES STA. 9+50 - 13+75 PLAN & PROFILE - OFFSITE UTILITIES STA. 13+75 - 18+00 PLAN & PROFILE - UNIVERSITY BLVD. STA. 102+00 - 107+25 PLAN & PROFILE - UNIVERSITY BLVD. STA. 107+25 - 112+30 PLAN & PROFILE - UNIVERSITY BLVD. STA. 112+30 - 117+00 PLAN & PROFILE - UNIVERSITY BLVD. STA. 117+00 - 121+57.84 PLAN & PROFILE - UNIVERSITY BLVD. STA. 121+57.84 - 126+00 PLAN & PROFILE - MIKAN DR. STA. 0+50 - 5+50 PLAN & PROFILE - MIKAN DR. STA. 5+50 - 10+75 PLAN & PROFILE - ACCESS RD. STA. 1+00 - 5+50 PROJECT SIGNAGE & STRIPING PLAN - UNIVERSITY BLVD. STA. 102+00 - 124+00 PROJECT SIGNAGE & STRIPING PLAN - MIKAN DR. STA. 1+00 - 10+75 PROJECT DETAILS PROJECT DETAILS PROJECT DETAILS PROJECT DETAILS PROPOSED LANDSCAPE - UNIVERSITY BLVD STA. 102+00 - 126+00 PROPOSED LANDSCAPE - MIKAN DR. STA. 1+00 - 10+75 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 SH E E T N U M B E R C - 2 . 0 SHEET IS NOT TO SCALE SHEET NAME: GENERAL NOTES TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 1.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE CASE OF ANY CONFLICTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 2.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, DITCHES CULVERTS, SIGNS, MAILBOXES, UTILITIES, SIDEWALKS AND ANY OTHER MISCELLANEOUS ITEMS. ANY DAMAGE TO THESE ITEMS BY THE CONTRACTOR SHALL BE REPAIRED TO THE SATISFACTION OF THE PRIVATE OWNER WITHOUT ANY EXPENSE TO THE OWNERS. 3.ALL CONCRETE REQUIRED ON THIS PROJECT SHALL BE 4000 PSI (28 DAY) CONCRETE DETAILED IN IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SECTION 700. 4.WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE IMPACTS TO THE ADJACENT PROPERTY AND RESTORE THE EASEMENT TO ITS ORIGINAL CONDITION. ALL BACKFILL SHALL BE COMPACTED TO 95% OF MAX DENSITY. 5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL WATER REQUIRED FOR DUST ABATEMENT, COMPACTION ETC. THROUGH THE COMPLETION OF THE PROJECT. 6.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SHOWN ON THE PROJECT PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITIES PRIOR TO THE START OF ANY CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE UTILITIES MARKED / LOCATED IN THE FIELD BY THE APPROPRIATE AGENCIES PRIOR TO THE START OF WORK. CONTACT "DIG-LINE" AT 1-800-342-1585 OR 811. ANY DAMAGE OR DISTURBANCE OF EXISTING UTILITIES AND THE COST FOR IMPACTS AND RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY CONFLICTS OR DISCREPANCIES WITH EXISTING UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIALS, WATER, WASTE SITES, AND ANY OTHER MATERIALS SOURCES AS REQUIRED FOR PROJECT COMPLETION. 8.THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ASSURE ADEQUATE INFORMATION ON SUBSURFACE CONDITIONS PRIOR TO BIDDING THE PROJECT AND SHALL CONDUCT WHATEVER SUBSURFACE INVESTIGATIONS ARE NECESSARY. 9.ANY WORK DONE WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH THE APPROPRIATE TRANSPORTATION AGENCY AND SHALL MEET THE REQUIREMENTS OF THAT AGENCY AND THE REQUIREMENTS OF ANY RIGHT-OF-WAY OR SPECIAL USE PERMITS. 10.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACCESS AND RELATED TRAFFIC CONTROL WITH THE COUNTY, CITY, AND STATE ROADWAY DEPARTMENTS. THE ENGINEER SHALL REVIEW ALL TRAFFIC CONTROL PLANS. 11.CONTRACTOR SHALL HIRE A MATERIALS TESTING FIRM TO PROVIDE ALL TESTING NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THE CITY AND/OR ISPWC CURRENT EDITION. 12.CONTRACTOR SHALL RECORD ANY CHANGES TO THESE PLANS ON A SET OF "RECORD DRAWINGS" AND KEPT ON-SITE. "RECORD DRAWINGS" SHALL BE RETURNED TO THE ENGINEER AT COMPLETION OF THE PROJECT. ENGINEER WILL PROVIDE A DIGITALLY ALTERED COPY OF "RECORD DRAWINGS" TO THE CITY UPON COMPLETION. 13.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TRAFFIC & PEDESTRIAN CONTROL FOR PROTECTION OF THE WORK AREA. THE CONTRACTOR SHOULD REFERENCE THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 14.ALL CONSTRUCTION ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C. CURRENT EDITION) AND WITH THE CITY STANDARDS. 15.THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS (CONFIRM CRITERIA, FREQUENCY, AND NOTIFICATION RESPONSIBILITY DURING PRE-CONSTRUCTION MEETINGS). 16.ACCEPTANCE OF ALL IMPROVEMENTS BY THE CITY, ENGINEER & OWNER SHALL CONSTITUTE SUBSTANTIAL COMPLETION OF THIS PROJECT. 17.ALL PUBLIC AND PRIVATE UTILITIES MUST BE CONSTRUCTED PRIOR TO CONTINUING THE ROADWAY CONSTRUCTION BEYOND SUBGRADE. 1.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE CASE OF ANY CONFLICTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 2.DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED. 3.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION THAN IS DIMENSIONED ON THE PLANS. 4.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT WATER) SHALL BE FIVE (5) FEET HORIZONTALLY. 5.THERE SHALL BE TEN (10) FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES AND NEW SEWER LINES EXCEPT WHERE THE LINES CROSS AT APPROXIMATE RIGHT ANGLES. A MINIMUM OF EIGHTEEN (18) INCHES VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL CROSSINGS. SEE THE DETAILS IN THE PROJECT PLANS. 6.ALL SEWER SYSTEM COMPONENTS SHALL BE INSTALLED AND VIDEO INSPECTIONS DONE AND APPROVED PRIOR TO CONTINUING ANY ROADWAY CONSTRUCTION. IF NECESSARY, THE CONTRACTOR SHALL PAY FOR THIS EXPENSE AND IT IS CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION. 7.CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS, HARDWARE, LABOR, ETC. TO CONSTRUCT VERTICAL AND HORIZONTAL BENDS IN PIPE AS NEEDED TO MEET THE REQUIRED GRADES, ALIGNMENTS, AND COVER REQUIREMENTS. 8.ALL SEWER SHALL BE INSPECTED BY CLOSED CIRCUIT CAMERAS PRIOR TO APPROVAL OF SUBDIVISION AS PER CITY STANDARDS. 9.THE CONTRACTOR SHALL CONDUCT A LOW PRESSURE TEST AS OUTLINED IN ISPWC SECTION 501.3.4.C. , A DEFLECTION TEST AS OUTLINED IN ISPWC SECTION 3.4.G , AND A HYDROSTATIC TEST AS OUTLINED IN SECTION 502.3.12.C.1 OF DIVISION 500. 10.ALL MANHOLES TO BE CONCENTRIC PER CITY STANDARD DETAILS. SEWER LATERALS TO CONFORM TO CITY STANDARD DETAILS. 11.INSTALL A CLEEANOUT AT THE BACK OF THE EASEMENT LINE ON ALL SEWER STUBS. SEWER NOTES 1.CONTOURS SHOWN ARE FOR FINISHED GRADES. CALCULATION TO ADJUST SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY. THE TOP SIX (6) INCHES OF MATERIAL IN ALL LANDSCAPED AREAS SHALL BE TOPSOIL. 2.IF DURING THE GRADING PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE THAT AN UNIDENTIFIED SITUATION IS PRESENT, THE ENGINEER SHALL BE CONTACTED FOR RECOMMENDATIONS. 3.UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED TWO AND A HALF (2.5) HORIZONTAL TO ONE (1) VERTICAL. ALL SLOPED AREAS MUST BE PROTECTED FROM EROSION BY CAT TRACKING & TEMPORARY STABILIZATION UNTIL FINAL LANDSCAPING INSTALLED. 4.IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, TOPSOIL MAY BE PLACED TO A HEIGHT OF EIGHT (8) FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE STOCKPILE AND THE STOCKPILE SHALL BE SEEDED WITH NATIVE SEED MIX IMMEDIATELY AFTER STRIPPING OPERATIONS ARE COMPLETE. 5.ON - SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS BEYOND FIVE (5) FEET OF ANY BUILDING SHALL BE COMPACTED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE GEOTECHNICAL REPORT. 6.SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGNS SHALL BE USED FOR SETTING ELEVATIONS OF CURB, GUTTER, AND UTILITIES. 7.ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS,VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL GRADE AFTER TO THE FINAL LIFT OF ASPHALT PER THE DETAILS. 8.ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IDENTIFIED IN THE SOILS REPORT OR IN ACCORDANCE WITH ISPWC STANDARDS. THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE SOILS REPORT ON SITE AT ALL TIMES AND SHALL FOLLOW ALL RECOMMENDATIONS. 9.GRADES WITHIN THE ASPHALT PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN FIVE HUNDREDTHS (0.05) FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG ALL CURBS. ALL CURBS, SIDEWALKS AND PAVEMENT AREAS WHICH DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 10.THE EARTHWORK QUANTITY IS AN ESTIMATE PROVIDED AS REQUIRED TO OBTAIN THE GRADING PERMIT. IT WAS DEVELOPED USING AN ORIGINAL SURVEY BY SE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EARTHWORK ESTIMATE. THE ENGINEER DOES NOT GUARANTEE FINAL QUANTITIES AND ANY DISAGREEMENT ABOUT QUANTITY ESTIMATE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY SITE GRADING. CONTRACTOR TO PROVIDE A BID ON THIS PROJECT EARTHWORK PAYMENT WILL BE MADE BASED ON A LUMP SUM AND THE BID PROVIDED SHALL BE BASED SOLELY ON THE CONTRACTORS EARTHWORK ESTIMATE. 11.WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR CONCRETE PAVEMENT, THE FOLLOWING SHALL APPLY: PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE A LICENSED SURVEYOR VERIFY THE GRADE AND CROSS SLOPE OF THE CURB AND GUTTER FORMS. THE CONTRACTOR SHALL SUBMIT THE SLOPES AND GRADES TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE DESIGN OF TYPICAL CROSS SECTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER PLACED WITHOUT THE APPROVAL OF THE ENGINEER. 12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13.THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE BETWEEN NEW AND EXISTING CONSTRUCTION. 14.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM ANY STRUCTURES AND IN ALL NATURAL AND PAVED AREAS. 15.TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SE. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS HE SHALL HAVE MADE, WITHOUT EXCEPTION AND AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW PRIOR TO CONSTRUCTION. 16.THE CONTRACTOR SHALL TAKE NECESSARY STEPS TO INSURE THAT NO FLOODING OCCURS ON SITE AND ALL UTILITIES IN OPEN TRENCHES SHALL BE CAPPED DURING ANY STORM EVENTS DURING CONSTRUCTION. 17.MATERIAL SHALL BE IMPORTED OR EXPORTED AS REQUIRED TO COMPLETE THE PROJECT TO THE LINES AND GRADES NOTED. GRADING NOTES 1.DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED. 2.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION THAN IS DIMENSIONED ON THE PLANS. 3.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE (5) FEET HORIZONTALLY. SEPARATION BETWEEN WATER LINES AND OTHER UTILITIES SHALL BE TEN (10) FEET MINIMUM. 4.DURING CONSTRUCTION THE CONTRACTOR IS FULLY RESPONSIBLE FOR INTERIM PROVISIONS FOR PASSAGE OF IRRIGATION AND STORM WATER. NO SUPPLEMENTAL COMPENSATION WILL BE MADE FOR WET CONDITIONS OR FLOW DIVERSIONS. 5.THE CONTRACTOR SHALL ALSO BE REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE THAT NO STORM WATER / SEDIMENT AND / OR CONSTRUCTION DEBRIS ARE RELEASED FROM THE SITE. ANY RELEASES SHALL BE CLEANED AND MITIGATED AT THE CONTRACTOR'S EXPENSE. 6.THE CONTRACTOR SHALL CONDUCT A LOW PRESSURE TEST AS OUTLINED IN ISPWC SECTION 501.3.4.C, A DEFLECTION TEST AS OUTLINED IN SECTION 3.4.G, AND A HYDROSTATIC TEST AS OUTLINED IN SECTION 502.3.12.C.1 OF SECTION 500. STORM NOTES 1.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION DUE TO WIND AND RUNOFF. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL FACILITIES AND INSURING SEDIMENT REMAINS ON-SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE PROVISIONS TO CONTROL WATER AS IT PASSES THROUGH THESE. 2.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTENDED. A REPRESENTATIVE OF THE CITY OR ENGINEER MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF THE SITE IF IT IS DETERMINED PROPOSED MEASURES ARE INEFFECTIVE. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND MAINTAINING DRAINAGE AND EROSION CONTROL FACILITIES AS REQUIRED. STREETS SHALL BE KEPT CLEAN OF DEBRIS TRACKED TO AND FROM THE PROJECT SITE AND SHALL BE SWEPT AS NECESSARY. 4.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE PAVED, SEEDED WITH NATIVE VEGETATION OR LANDSCAPED. REFER TO LANDSCAPE PLANS FOR SEED MIX AND PLANTING SPECIFICATIONS. 5.EROSION CONTROL STRUCTURES BELOW SODDED AREAS MAY BE REMOVED ONCE SOD AND FINAL LANDSCAPING IS IN PLACE. EROSION CONTROL STRUCTURES BELOW SEEDED AREAS MUST REMAIN IN PLACE UNTIL THE ENTIRE AREAS HAVE ESTABLISHED A MATURE COVERING OF HEALTHY VEGETATION. EROSION CONTROL IN PROPOSED PAVED AREAS SHALL REMAIN IN PLACE UNTIL PAVEMENT IS COMPLETE. 6.THIS PLAN IS ONLY TO BE USED FOR INSTALLATION FOR EROSION CONTROL FACILITIES. DO NOT USE THIS PLAN FOR GRADING OR UTILITY CONSTRUCTION. 7.CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. THESE FACILITIES SHALL BE MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY AND REMOVED WHEN THE SITE IS PAVED. 8.INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BECOMING FUNCTIONAL. 9.THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATION PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, ETC.) SHALL BE DISPOSED OF IN THE WASHOUT AREA AS DETAILED IN THE PLANS. 11.MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION BOOMS TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 12.FUGITIVE DUST BLOWING FROM THE SITE SHALL BE CONTROLLED BY SPRAYING WATER AND DUST CONTROL POLYMERS AS NEEDED ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS ABSOLUTELY PROHIBITED. 13.NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES, WATERS OF THE STATE OR IN ANY AREA THAT IS NOT APPROVED TO ACCEPT SUCH MATERIALS. 14.IF THE STABILIZED CONSTRUCTION ENTRANCES ARE NOT EFFECTIVE IN REMOVING THE MAJORITY OF DIRT OR MUD FROM THE TIRES OF THE CONSTRUCTION VEHICLES, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 15.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY UPON OCCURRENCE. 16.IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. SUCH SILT FENCES WILL BE CONSIDERED TO BE THE CONTRACTOR'S RESPONSIBILITY AND NOT NECESSARILY INCLUDED IN THE QUANTITY OF SILT FENCE AS SHOWN OR DESCRIBED ON THIS PLAN. 17.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION (CAT TRACK). 18.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, DITCHES, ETC.) DUE TO GRADE CHANGES AND OTHER WORK DURING THE DEVELOPMENT OF THE PROJECT. 20.ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACK FILLING OF TRENCHES FOR STORM DRAIN CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 21.THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL MEASURES CONTAINED IN THIS PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY TWO (2) WEEKS AND WITHIN TWENTY-FOUR (24) HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: A. INLET PROTECTION DEVICES AND BARRIERS SHALL BE FIXED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. B. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, RESEEDED, AND WATERED AS NEEDED. C. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACH ONE-THIRD (13) TO ONE-HALF (12) THE HEIGHT OF THE SILT FENCE. D. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC REPLACING TO TOP DRESSING OF THE CONSTRUCTION ENTRANCES WITH CLEAN ROCK, AS CONDITIONS DEMAND. E. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA WITH CRUSHED ROCK AS CONDITIONS DEMAND. F. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT IN THE SEDIMENTATION BASINS SHALL NOT EXCEED THE SEDIMENTATION CLEAN OUT LEVEL. G. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, CLEANED AND REPLACED. H. THE SEDIMENTATION BASIN SHALL BE CHECKED REGULARLY TO INSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT AND THAT SEDIMENT THAT HAS BUILT UP IS REMOVED. 22.ALL EROSION CONTROL MEASURES ARE SUBJECT TO MODIFICATION, CHANGE, ETC... THROUGHOUT THE CONSTRUCTION. THIS PLAN IS INTENDED TO BE A GUIDE TO CONTROL EROSION, HOWEVER ADDITIONAL MEASURES MAY NEED TO BE EMPLOYED TO CONTROL EROSION DURING AND AFTER CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO EMPLOY AND DOCUMENT ALL MEASURES NECESSARY TO CONTROL EROSION AND PROTECT THE ENVIRONMENT AND TO FULLY COMPLY WITH IPDES REQUIREMENTS. MODIFICATION OF THIS PLAN AND SUPPORTING DOCUMENTATION BY THE USER OR CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR IPDES COMPLIANCE. 23.PROVIDE A COPY OF THE SWPPP AND NOI TO THE CITY PRIOR TO BEGINNING OF WORK. EROSION CONTROL NOTES 1.DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED. 2.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION THAN IS DIMENSIONED ON THE PLANS. 3.ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PROJECT PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER. 4.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE (5) FEET HORIZONTALLY. SEPARATION BETWEEN WATER LINES AND OTHER UTILITIES SHALL BE TEN (10) FEET MINIMUM. 5.THRUST BLOCKS SHALL BE PLACED ON WATERLINES AT ALL DIRECTION CHANGES, FITTINGS, BENDS, ELBOWS, FIRE HYDRANTS AND GATES VALVES AS SHOWN IN THE PROJECT PLANS. 6.MINIMUM COVER FOR WATERLINES SHALL BE FIVE (5) FEET, SIX (6) FEET MAXIMUM, MEASURED TO THE TOP OF PIPE UNLESS OTHERWISE SHOWN ON THE PLANS. 7.THERE SHALL BE TEN (10) FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES AND NEW SEWER LINES EXCEPT WHERE THE LINES CROSS AT APPROXIMATE RIGHT ANGLES. A MINIMUM OF EIGHTEEN (18) INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL CROSSINGS. SEE THE DETAILS IN THE PROJECT PLANS. 8.THE CONTRACTOR SHALL COORDINATE ALL LIVE TAPS AND ANY OTHER WORK OR MANIPULATION OF THE EXISTING WATER SYSTEM WITH THE ENGINEER AND THE WATER SYSTEM OWNER / CITY. 9.ALL REDUCERS SHALL BE CONCENTRIC. 10.CHLORINATION WILL BE DONE BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. THE CONTRACTOR IS TO USE SODIUM HYPOCHLORITE TO CHLORINATE THE SYSTEM AS OUTLINED IN SECTION 401.3.9.B.2. A & B OF DIVISION 400 OF THE ISPWC. THE CONTRACTOR IS TO FOLLOW THE FILLING PROCEDURE OUTLINED IN SECTION 401.3.9.B.B.4 IN DIVISION 400 OF THE ISPWC. THE CONTRACTOR IS ALSO TO FOLLOW THE FINAL FLUSHING AND BACTERIOLOGICAL TESTS AS OUTLINED IN SECTION 3.9.C & D OF DIVISION 400 OF THE ISPWC. 11.ALL WATER SYSTEM COMPONENTS SHALL BE INSTALLED, PRESSURE TESTED, AND CHLORINATED PRIOR TO COMPLETING ANY ROADWAY CONSTRUCTION. THE TESTING IS TO INCLUDE FLUSHING AND DISINFECTION AS OUTLINED IN SECTION 401.3.9 OF DIVISION 400 OF THE ISPWC. 12.ALL AIR RELEASE AND COMBINATION AIR VALVES SHALL BE INSTALLED AT ANY HIGH POINT CREATED DURING INSTALLATION OF THE WATER LINE. CONTRACTOR SHALL RECORD ACTUAL LOCATION OF VALVES ON FIELD RECORD DRAWINGS. 13.FOR CONNECTIONS TO EXISTING WATER LINES, SEWER LINES, OR ANY OTHER UTILITIES, CONTRACTOR SHALL FIELD VERIFY ALL PIPE DIAMETERS, PIPE MATERIALS, FITTING ETC. PRIOR TO ORDERING FITTING AND MATERIALS. NO PAYMENT WILL BE MADE FOR SHIPPING OR RESTOCKING OR REFABRICATION OF FITTINGS. 14.ALL GATE VALVES SHALL BE LOCATED NEAR TO TEES OR CROSSES AND THEIR ASSOCIATED REDUCERS AS SHOWN ON THE PROJECT PLANS. 15.ALL CROSSES AND TEES SHALL BE INSTALLED WITH THE BRANCHES HAVING THE SIZE OF THE LARGEST ADJOINING PIPE UNLESS OTHERWISE SHOWN. THE CONNECTION TO THE SMALLER LINES SHALL THEN BE MADE BY MEANS OF REDUCERS. 16.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED USING MEGALUG RESTRAINING GLANDS AND RESTRAINING COUPLERS IF NECESSARY TO DEVELOP THE CORRECT RESTRAINING LENGTHS IN ACCORDANCE WITH EBAA IRON, OR APPROVED EQUAL. 17.ALL MAINLINE VALVES AND FITTINGS LOCATED NEAR OTHER FITTINGS WILL REQUIRE TO BE FLANGED. 18.ALL FITTINGS TO BE LOCATED AND INSPECTED BY THE CITY PRIOR TO THE TRENCH BEING BACKFILLED. 19.ALL FITTINGS TO HAVE AN APPROPRIATE SIZED THRUST BLOCK AND THE THRUST BLOCK SHALL BE INSPECTED BY THE CITY PRIOR TO THE TRENCH BEING BACKFILLED. 20.ALL WATER METERS TO BE INSTALLED PER CITY STANDARD DETAILS. GENERAL NOTES WATER NOTES DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSE IN A LAWFUL MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING THE COST OF ALL PERMITS AND DISPOSAL FEES REQUIRED FOR DEMOLITION AND DISPOSAL. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PROPERTY FOR TYPE AND QUANTITY OF DEMOLITION REQUIRED, PRIOR TO SUBMISSION OF A BID. THE BID SHALL REFLECT THE REMOVAL OF ALL ITEMS NECESSARY TO COMPLETE THE PROJECT AS DETAILED IN THESE PLANS. 2.THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR DISCONNECTION OF ANY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 3.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PROVIDE NOTICE AND COORDINATE WITH ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVE SERVICE LINES AND CAP ALL LINES THAT ARE NOT IN USE BEFORE CONDUCTING SITE THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE FULLY CAPPED WITH A WATER TIGHT CAP AND ENCASED IN CONCRETE. 4.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE STANDARD CONSTRUCTION PRACTICES AND AS APPROVED BY THE ENGINEER. 5.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 6.CONTRACTORS SHALL LIMIT SAW - CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT'S REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 7.DAMAGE TO ALL EXISTING FEATURES NOT NOTED FOR REMOVAL SHALL BE REPLACED OR REPAIRED AT CONTRACTOR'S EXPENSE. 8.ANY UNFORESEEN CONDITIONS WHICH MAY BE UNCOVERED DURING THE PROCESS OF DEMOLITION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. ADDITIONAL EXPENSES INCURRED BY UNFORESEEN CONDITIONS SHALL BE APPROVED PRIOR TO THE ADDITIONAL WORK BEING PERFORMED. GENERAL LEGEND PROPOSED BOUNDARY LINE PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE PROPOSED CENTER LINE SECTION LINE WATER LINE IRRIGATION LINE SEWER LINE STORM LINE COUNTOUR LINES EXISTING PROPOSED FIRE HYDRANT / WATER VALVE WATER METER / WATER SERVICE IRRIGATION BOX / IRRIGATION SERVICE SEWER MANHOLE SEWER SERVICE STORM MANHOLE / STORM CATCH BASIN PWR WSWS IRIR SS SIDEWALK STANDARD CURB / RIBBON CURB UNDERGROUND / OVERHEAD POWER LINE GAS LINE TELEPHONE / FIBER LINE CABLE TV LINE GAS TEL CTV PWR TEL CTV FOFO POWER POLE / POWER BOX GAS METER TELEPHONE BOX / FIBER OPTIC BOX CABLE TV BOX/STREET LIGHT SS STORM INFILTRATION BED CONSTRUCTION LIMITS TEMPORARY BERM SILT FENCE DRAINAGE DITCH ABBREVIATION LEGEND AC AP BLK BM BTM CB CoR CY CL EA EX FF FH FG GB IS ACRES, ACREAGE ANGLE POINT BLOCK BENCH MARK BOTTOM CATCH BASIN CITY OF REXBURG CUBIC YARD CENTERLINE EACH EXISTING FINISH FLOOR FIRE HYDRANT FINISH GRADE GRADE BREAK IRRIGATION SERVICE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION LINEAR FOOT LOW POINT LUMP SUM MANHOLE ISPWC LF LP LS MH OFFSET PAVEMENT POINT OF CURVATURE POINT OF TANGENCY PUBLIC UTILITY EASEMENT SQUARE FEET SUBGRADE SEWER SERVICE SANITARY SEWER MANHOLE STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN INFILTRATOR GALLERY STATION SQUARE YARD TOP BACK OF CURB TOP OF WALL VERTICAL POINT OF CURVATURE VERTICAL POINT OF TANGENCY WATER METER WATER SERVICE OFF PAVE PC PT PUE SF SG SS SSMH SDMH SDCB SDIG STA SY TBC TOW VPC VPT WM WS PORTABLE TOILET DUMPSTER CONCRETE WASHOUT MAILBOX INLET PROTECTION www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 1 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 S 89°51'42" W 2172.69' N 0 0 ° 0 8 ' 0 5 " W 5 4 8 . 2 4 ' L4 N 89°49'23" E 902.31' L1 L2 L3 N 67°5 4 ' 5 2 " E 4 2 7 . 2 8 ' L5 C1 C6 C2 C3 C4 C5 L7 L6 L1 5 L1 0 L8 L9 L1 1 L1 2 L 1 3 L14S 0 0 ° 2 0 ' 3 4 " E 2 6 1 4 . 7 8 ' N 89°48'55" E 2634.81' 667.51' FOPWR PWR PWR PWR PWRPWR TEL PWR FO TELFO TELFOTEL FO FO FO PWR SH E E T N U M B E R C - 3 . 0 1 INCH = 200 FEET 1 INCH = 100 FEET 0 0 50 100 200 50 100 200 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: EXISTING SITE TOPOGRAPHY - DEMOLITION PLAN TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CENTER CORNER OF SECTION 36. T. 6 N., R. 39 E., BM CP&F INST. NO 268777 1 36 UNIVERSITY BLVD T A M A N A D R YE L L O W S T O N E / H I G H W A Y U S - 9 1 M I K A N D R GOLDEN WEST FEDERAL PARCEL: RPRTAFS1010010 TF LAND DEVELOPMENT PARCEL: RPRTAFS1010020 TF LAND DEVELOPMENT PARCEL: RPRTAFS1010030 KT REXURG INVESTMENTS LLC PARCEL: RPRMEURS000010 RTRI TWO LLC PARCEL: RPRMEURS000030 RICKS PETE INC PARCEL: RP06N39D368403 SKYFALL PROPERTIES LLC PARCEL: RP06N39E66601 ERIKSON GUY A PARCEL: RP06N39E369001 SOUTH 1/4 CORNER OF SECTION 36. T. 6 N., R. 39 E., BM CP&F INST. NO 268013 13 0 7 . 8 5 ' 95 7 . 5 0 ' 206.91' MY N O J O L L C PA R C E L : R P R X B C A 0 3 6 7 2 0 7 MY N O J O L L C PA R C E L : R P R X B C A 0 3 6 7 2 0 7 FUJIMOTO ATSU PARCEL: RPRXBCA0367220 FU J I M O T O S H I R O PA R C E L : R P R X B C A 0 3 6 7 6 5 7 OLIVE GARDEN HOLDINGS PARCEL: RPR4TN0001008A KTRI FARMS LLC PARCEL: RPR4TN0001007A KTRI FARMS LLC PARCEL: RPRTAFN0010061 MY NOGO LLC PARCEL: RPRTAFN0010090 VIXIE FAMILY TRUST PARCEL: RPRTAFN0010050 792 UNIVERSITY BLD LLC PARCEL: RPRTAFN0010031 MCDONALD'S REAL ESTATE COMPANY PARCEL: RPRTAFN0010021 34 9 . 4 1 ' LINE TABLE EXISTING WATER SURFACE INFORMATION 1 FOOT CONTOUR INTERVAL 1 BENCH MARKS 3"AC LS 4563 N: 779,117.25 E: 752,957.20 EL: 4,654.24 2 3 2"AL ILG N: 778,447.22 E: 750,649.23 EL: 4,852.18 CONSTRUCTION ITEMS 1 3 2 REMOVAL OF EXISTING ASPHALT OBLITERATION OF EXISTING STRIPING IN UNIVERSITY BLVD (COORDINATE WITH ITD) CONSTRUCTION NOTES RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. 1 3"AC LS 4563 N: 778,919.78 E: 752,374.74 EL: 4,853.70 2 3 4 4 5/8" IP NC N: 778,719.26 E: 750,757.26 EL: 4,852.41 EXISTING SEWER EXISTING 10" WATER SLEEVE EXISTING 10" WATER SLEEVE REMOVAL OF EXISTING IRRIGATION BOXES AND LINES 1 1 2 2 2 2 2 3 3 3 1 2 CURVE TABLE www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING SAWCUT ASPHALT A MINIMUM 2 FEET FROM EXISTING EDGE. SAWCUT FULL DEPTH TO ENSURE A SMOOTH TRANSITION. REMOVAL OF EXISTING STREET SIGN 57 57 57 57 1 2 REMOVAL OF EXISTING CURB & GUTTER 58 58 REMOVAL OF EXISTING CATCH BASIN AND STORM LINE 59 57 58 59 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 1 212 3 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 # L1 L2 L3 L4 L5 L6 L7 L8 BEARING N 23°49'35" E N 29°36'42" E N 59°56'59" W N 29°36'42" E S 64°51'06" E N 89°49'23" E S 27°28'12" W S 27°09'39" W DISTANCE 84.63' 149.75' 19.00' 222.10' 12.19' 165.67' 314.67' 11.24' # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 RADIUS 670.00' 870.00' 870.00' 870.00' 870.00' 500.00' 25.00' 25.00' 600.00' 800.00' 800.00' Δ 025°19'31" 003°18'21" 004°22'13" 003°58'11" 010°15'46" 021°54'31" 093°28'58" 078°10'39" 025°19'31" 022°37'40" 022°37'40" ARC LENGTH 296.15' 50.20' 66.36' 60.28' 155.84' 191.19' 40.79' 34.11' 265.21' 315.94' 315.94' TANGENT 150.53' 25.11' 33.20' 30.15' 78.13' 96.78' 26.57' 20.31' 134.80' 160.06' 160.06' CHORD BEARING S 77°30'51" E N 88°10'13" E N 84°19'56" E N 80°09'44" E N 73°02'46" E N 78°52'08" E N 46°44'29" W S 39°05'19" W S 77°30'51" E N 78°30'33" E N 78°30'33" E CHORD DISTANCE 293.74' 50.19' 66.34' 60.26' 155.63' 190.03' 36.41' 31.53' 263.05' 313.89' 313.89' L9 L10 L11 L12 L13 L14 L15 S 18°58'26" W S 18°49'12" W S 29°59'25" W S 00°00'30" W S 26°22'21" E S 00°00'30" W S 16°24'12" W 9.79' 228.09' 142.60' 63.11' 160.22' 56.69' 258.31' #BEARING DISTANCE IR WS WS FOPWR PWR PWR PWR PWRPWR TEL PWR FO TELFO TELFOTEL FO FO FO PWR WS SS IR IR IR IR IR WS SH E E T N U M B E R C - 4 . 0 1 INCH = 200 FEET 1 INCH = 100 FEET 0 0 50 100 200 50 100 200 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18") SHEET NAME: PROPOSED SITE PLAN OVERVIEW TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 UNIVERSITY BLVD. T A M A N A D R YE L L O W S T O N E / H I G H W A Y U S - 9 1 M I K A N D R GOLDEN WEST FEDERAL PARCEL: RPRTAFS1010010 TF LAND DEVELOPMENT PARCEL: RPRTAFS1010020 TF LAND DEVELOPMENT PARCEL: RPRTAFS1010030 KT REXURG INVESTMENTS LLC PARCEL: RPRMEURS000010 RTRI TWO LLC PARCEL: RPRMEURS000030 RICKS PETE INC PARCEL: RP06N39D368403 SKYFALL PROPERTIES LLC PARCEL: RP06N39E66601 ERIKSON GUY A PARCEL: RP06N39E369001 MY N O J O L L C PA R C E L : R P R X B C A 0 3 6 7 2 0 7 MY N O J O L L C PA R C E L : R P R X B C A 0 3 6 7 2 0 7 FUJIMOTO ATSU PARCEL: RPRXBCA0367220 FU J I M O T O S H I R O PA R C E L : R P R X B C A 0 3 6 7 6 5 7 OLIVE GARDEN HOLDINGS PARCEL: RPR4TN0001008A KTRI FARMS LLC PARCEL: RPR4TN0001007A KTRI FARMS LLC PARCEL: RPRTAFN0010061 MY NOGO LLC PARCEL: RPRTAFN0010090 VIXIE FAMILY TRUST PARCEL: RPRTAFN0010050 792 UNIVERSITY BLD LLC PARCEL: RPRTAFN0010031 MCDONALD'S REAL ESTATE COMPANY PARCEL: RPRTAFN0010021 34 9 . 4 1 ' 1 CONSTRUCTION NOTES RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEADUTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OFANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. EXISTING 10" WATER MAIN EXISTING 10" WATER SLEEVE WS-01 FH-01 FH-02 FH-03 FH-04 FH-05 LOT 1 BLOCK 1 21.22 ACRES 924,596 SF LOT 2 1.75 ACRES 76,380 SF LOT 3 1.32 ACRES 57,502 SF LOT 4 5.40 ACRES 235,225 SF LOT 2 6.80 ACRES 296,209 SF LOT 1 BLOCK 2 10.00 ACRES 435,601 SF M I K A N D R . WS-02 8" WTR STUB-02 8" WTR STUB-03 8" WTR STUB-01 WATER CONNECTION POINT WTR MAIN (BY OTHERS) WT R M A I N ( B Y O T H E R S ) WTR CONNECTION POINT (BY OTHERS) SWR CONNECTION POINT 6" IRRI DRAIN IS-02 IRRIGATION PUMP STATION 8" SWR STUB-02 8" SWR STUB-01 6" SWR STUB-05 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING WS-03 SS-03 IS-04 IS-01 IS-03 IS-05 IS-06 IRRIGATION HEAD WALL SDIG-01 V(AREA 1) = 1675 CF REQUIRED # OF STORM TECH 740 CHAMBERS = 22 UNITS SDIG-02 V(AREA 2) = 1054 CF REQUIRED # OF STORM TECH 740 CHAMBERS = 14 UNITS SDIG-03 (W) AND SDIG-04 (E) V(AREA 3) = 2239 CF REQUIRED # OF STORM TECH 740 CHAMBERS = 30 UNITS FIRE LINE-01 6" WTR STUB-016" SWR STUB-01 6" SWR STUB-02 6" SWR STUB-03 6" SWR STUB-04 SDIG-EX ADJUST MANHOLE RIM ELEVATION TO MATCH NEW ROAD SURFACE LOT STA.OFF.EASTING (E)NORTHING (N) IRRIGATION SERVICE TABLE SIZE 1+97.54 67.5' L2 2"778,837.30 752,234.38 LOT STA.OFF.EASTING (E)DEPTHNORTHING (N) SEWER SERVICE TABLE SIZE 4+90.89 17.5' R1 6" 9+57.54 6" 10+98.89 32.5' L 6" 14+02.90 6"20.5' R 778,430.47 750,935.94 778,430.47 751,402.59 778,480.47 751,543.94 778,427.39 751,847.95 CHAMBER TYPE #OF CHAMBER #OF END CAPS 22 4SC-740 UNIVERSITY BLVD. ALIGNMENT INFILTRATOR GALLERY CONTROL TABLE 163.25' X 6.25' MIKAN DR. ALIGNMENT 4848.73' NAME SDIG-01 GALLERY BTM GRAVEL BTM 4848.23' GRAVEL DIMENSIONS GRAVEL TOP 4851.73' 12" INV. IN ELEVATION 4849.77' 15 2SC-740 108.5' X 6.25'4847.36SDIG-03 4846.86 4850.36'4848.41' 14 4SC-740 106.30' X 6.25'4853.70'SDIG-02 4853.20'4856.70'4854.74' SDIG-04 15 2SC-740 108.5' X 6.25'4847.36 4846.86 4850.36'4848.41' 107+61.941 62.0' R 778,861.86 751,368.932" OFF SITE UTILITIES ALIGNMENT BLK 1 1 1 4 17.5' R 17+89.331 8"7.50' L 778,455.47 752,224.382 3+48.10 57.5' R2 MIKAN DR. ALIGNMENT 6" 4+36.883 4" 778,686.74 752,109.40 778,686.74 752,234.38 1 1 3+47.92 67.5' L22 8" 778,597.97 752,109.3857.5' R BLK 1 MIKAN DR. ALIGNMENT OFF SITE UTILITIES ALIGNMENT 2 1 2 3 4+06.88 4+16.88 2" 2" 57.5' R 57.5' R 778,627.97 752,109.38 778,617.97 752,109.38 5+42.84 67.5' L12 2"778,492.00 752,234.38 6+57.8941 2"778,376.95 752,109.3857.5' R 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 TRAFFIC SIGNAL W/ LIGHTS (TO BE SUBMITTED TO THE CITY FOR APPROVAL AT A LATER POINT IN TIME).UNIVERSITY BLVD TO 5TH EAST AND CANAL CROSSING (TO BE SUBMITTED TO THE CITY FOR APPROVAL AT A LATER POINT IN TIME). 111+07.26 88' R1 BLK UNIVERSITY BLVD. ALIGNMENT WATER SERVICE TABLE 2" 2+12.13 57.5' R2 MIKAN DR. ALIGNMENT 2" 16+17.334 6"20.52' R 3+09.49 67.5' L2 8" 17+89.331 8"7.50' R 778,836.93 751,714.32 778,822.71 752,109.38 778,427.45 752,062.38 778,725.35 752,234.38 778,440.47 752,224.38 OFF SITE UTILITIES ALIGNMENT LOT STA.OFF.EASTING (E)NORTHING (N)SIZE 1 1 1 2 2 2+16.13 57.5' R21 6"778,818.71 752,109.38 5+46.883 2"778,487.97 752,109.38157.5' R 10+47.231 8"777,987.61 752,224.38257.5' L 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 8" WTR STUB-04 PC : 1 0 2 + 7 6 . 1 8 PT : 1 0 5 + 4 1 . 3 9 10 2 10 3 104 105 106 107 108 109 110 111 4855 4854 4 8 5 4 4855 4856 4854.62 EX PAVE 4855.02 TBC 4855.47 TBC PC 4855.42 EX PAVE4853.83 EX PAVE 4854.30 TBC PC 4853.76 TBC PT 4853.72 TBC4853.54 TBC 4853.58 TBC PT 4853.90 TBC PC4853.52 TBC LP 4855.06 TBC PT4855.04 TBC PC 4853.74 TBC PT 4853.72 TBC 4853.57 EX PAVE 4853.51 EX PAVE 4855.80 PAVE 4856.26 TBC 4855.44 TBC HP 4854.16 TBC4853.96 TBC PC 4854.20 TBC PT 4854.55 TBC PC 4853.17 TBC PC 4853.03 TBC PT 4853.72 TBC PT 4853.86 TBC 4854.31 TBC 4855.75 TBC 4854.86 TBC PC 4855.02 TBC PC 4854.78 TBC PT 4855.12 TBC PT 4854.96 TBC PCC 4855.00 TBC PCC 1 CONSTRUCTION NOTES RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEADUTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OFANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. SHEET KEY UNIVERSITY BLVD. M I K A N D R CONSTRUCTION LIMITS CONSTRUCTION LIMITS DISTURBANCE IS NOT PERMITTED OUTSIDE THE CONSTRUCTION LIMITS CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBINGFROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER. 3 4 4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE EXCAVATION & EMBANKMENT PER THE LINES AND GRADES SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED 4 3 3 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING LOT 1 BLOCK 1 CONSTR U C T I O N L I M I T S SH E E T N U M B E R C - 5 . 0 1 INCH = 60 FEET 1 INCH = 30 FEET 0 0 15 30 60 603015 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PROPOSED GRADING - UNIVERSITY BLVD STA. 102+00 - 111+00 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 UNIVERSITY BLVD. TAMANA DR CONSTRUCTION ITEMS SE E S H E E T 11 1 + 0 0 C- 5 . 1 3 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 PC : 1 1 4 + 4 3 . 7 0 P T : 1 1 7 + 5 9 . 6 4 111 112 113 114 115 116 117 118 119 120 4 8 5 7 4858 4859 48 5 5 48 5 5 4 8 5 7 4 8 5 5 4855 4856 4857 4855.27 TBC PT 4856.00 TBC PC 4855.50 TBC PT 4856.44 TBC 4859.68 TBC PT 4857.16 EX PAVE 4857.37 EX PAVE 4857.50 EX PAVE 4858.80 TBC 4857.63 TBC 4858.95 TBC PC 4858.41 EX PAVE 4858.46 EX PAVE 4858.66 EX PAVE 4859.04 EX PAVE 4858.38 EX PAVE 4858.14 EX PAVE 4857.92 EX PAVE 4859.67 TBC PC 4859.90 TBC 4860.13 TBC 4859.78 TBC PT 4860.16 TBC 4859.69 TBC 4859.14 TBC 4858.77 TBC LP 4859.38 EX PAVE 4855.37 TBC 4855.18 TBC 4853.91 PAVE 4854.51 PAVE 4856.29 PAVE 4859.60 TBC 4857.72 TBC 4857.47 TBC PT4857.26 TBC PC 4857.09 TBC 4856.90 PAVE 1 CONSTRUCTION NOTES RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEADUTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OFANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. SH E E T N U M B E R C - 5 . 1 1 INCH = 60 FEET 1 INCH = 30 FEET 0 0 15 30 60 603015 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PROPOSED GRADING - UNIVERSITY BLVD STA. 111+00 - 119+50 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 UNIVERSITY BLVD. CONSTRUCTION ITEMS SE E S H E E T 11 1 + 0 0 C- 5 . 0 SHEET KEY UNIVERSITY BLVD. M I K A N D R CONSTRUCTION LIMITS CO N S T R U C T I O N L I M I T S DISTURBANCE IS NOT PERMITTED OUTSIDE THE CONSTRUCTION LIMITS CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBINGFROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER. 3 4 4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE EXCAVATION & EMBANKMENT PER THE LINES AND GRADES SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED 4 3 3 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING LOT 2 BLOCK 1 CONST R U C T I O N L I M I T S S E E S H E E T 1 1 9 + 5 0 C - 5 . 2 LOT 2 BLOCK 2 CONST R U C T I O N L I M I T S M I K A N D R M I K A N D R 4 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 CO N S T R U C T I O N L I M I T S 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 P C : 1 2 1 + 5 7 . 8 4 PT : 1 2 4 + 7 3 . 7 8 PC : 1 2 6 + 5 7 . 6 0 119 120 121 122 123 124 125 126 4859 4860 4 8 6 5 4865 4861 4855 4859.14 TBC 4858.77 TBC LP 4859.12 TBC 4859.50 TBC 4859.81 EX PAVE 4860.27 EX PAVE 4859.38 EX PAVE 4859.54 TBC 4860.60 TBC 4864.03 TBC 4861.40 EX PAVE 4864.40 EX PAVE 4868.00 EX PAVE 1 CONSTRUCTION NOTES RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEADUTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OFANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. SHEET KEY UNIVERSITY BLVD. M I K A N D R DISTURBANCE IS NOT PERMITTED OUTSIDE THE CONSTRUCTION LIMITS CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBINGFROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER. 3 4 4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE EXCAVATION & EMBANKMENT PER THE LINES AND GRADES SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED 3 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING CONST R U C T I O N L I M I T S S E E S H E E T 1 1 9 + 5 0 C - 5 . 1 LOT 2 BLOCK 2 CONST R U C T I O N L I M I T S 4 SH E E T N U M B E R C - 5 . 2 1 INCH = 60 FEET 1 INCH = 30 FEET 0 0 15 30 60 603015 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PROPOSED GRADING - UNIVERSITY BLVD STA. 119+50 - 126+00 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 UNIVERS I T Y B L V D . CONSTRUCTION ITEMS 3 4 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 1 2 3 4 5 4857 4 8 5 8 4 8 5 9 4855 4855 4857 4856 4855 4 8 5 5 4856.77 TBC 4856.77 TBC 4855.69 TBC 4855.69 TBC 4854.60 TBC 4854.60 TBC 4858.08 TBC PT 4858.86 TBC PC 4859.67 TBC PT 4859.68 TBC PC 1 CONSTRUCTION NOTES RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. SH E E T N U M B E R C - 5 . 3 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 1 INCH = 60 FEET 1 INCH = 30 FEET 0 0 15 30 60 603015 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PROPOSED GRADING - MIKAN DR. STA. 0+50 - 5+50 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 U N I V E R S I T Y B L V D . MIKAN DR CONSTRUCTION ITEMS SE E S H E E T 5+ 5 0 C- 5 . 4 SHEET KEY UNIVERSITY BLVD. M I K A N D R CONSTRUCTION LIMITS DISTURBANCE IS NOT PERMITTED OUTSIDE THE CONSTRUCTION LIMITS CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBING FROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER. 3 4 4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE EXCAVATION & EMBANKMENT PER THE LINES AND GRADES SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED 33 4 4 LOT 2 LOT 2 BLOCK 1 LOT 1 BLOCK 2 LOT 3 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 6 7 8 9 10 10 AL G N - M I K A N D R ST A : 1 0 + 7 5 N: 7 7 7 9 5 9 . 8 4 E: 7 5 2 1 6 6 . 8 8 4854 48 5 3 4854 4853 4853 4853.77 TBC VPC 4853.77 TBC VPC 4853.08 TBC LP 4853.08 TBC LP 4853.18 TBC VPT 4853.18 TBC VPT 4853.37 TBC 4853.37 TBC 4853.77 TBC 4853.77 TBC 4854.17 TBC 4854.17 TBC 4854.44 TBC END 4854.44 TBC END 4852.57 PAVE 4853.48 PAVE 4853.04 PAVE 4853.68 PAVE 4853.52 PAVE 4853.82 PAVE 1 CONSTRUCTION NOTES RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. SH E E T N U M B E R C - 5 . 4 1 INCH = 60 FEET 1 INCH = 30 FEET 0 0 15 30 60 603015 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PROPOSED GRADING - MIKAN DR. STA. 5+50 - 11+00 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R DISTURBANCE IS NOT PERMITTED OUTSIDE THE CONSTRUCTION LIMITS CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBING FROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER. 3 4 4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE EXCAVATION & EMBANKMENT PER THE LINES AND GRADES SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED MIKAN DR CONSTRUCTION LIMITS 3 CONSTRUCTION LIMITS 3 4SE E S H E E T 5+ 5 0 C- 5 . 3 4 LOT 1 BLOCK 2 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING LOT 4 BLOCK 1LOT 3 SE E S H E E T AC C E S S R O A D S C- 5 . 0 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 4860 4 8 6 5 4865 4861 4855 4 8 5 4 4855 4 8 5 7 4858 4859 4859 48 5 5 48 5 5 SS 4 8 5 4 4853 4 8 5 7 4 8 5 6 4 8 5 5 4 8 5 4 48 5 3 48 5 3 4 8 5 5 4854 4855 4855 4 8 5 4 4856 4855 4856 4857 CONSTRUCTION NOTES SH E E T N U M B E R C - 6 . 0 1 INCH = 80 FEET 1 INCH = 160 FEET 0 0 40 80 160 40 80 160 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: EROSION & SEDIMENT CONTROL PLAN TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R LOT 4 M I K A N D R 3 3 CONSTRUCTION LIMITS CONSTRUCTION LIMITS CO N S T R U C T I O N L I M I T S CO N S T R U C T I O N L I M I T S CONSTRUCTION LIMITS LOT 3 UNIVERSITY BLVD. LOT 2 3 LOT 1 BLOCK 1 LOT 2 STAGING AREA 3 LOT 1 BLOCK 2 5 6 7 STAGING AREA W/ BERM(SEE DETAIL 10 ON SHT C-9.0) STABILIZED CONSTRUCTION ENTRANCE(SEE SE DETAIL 5 ON SHT C-9.0). SILT FENCE(SEE SE DETAIL 6 ON SHT C-9.0). INLET PROTECTION(SEE SE DETAIL 7 ON SHT C-9.0). TEMPORARY MAILBOX OR EQUAL(SEE SE DETAIL 8 ON SHT C-9.0). CONCRETE WASHOUT(SEE SE DETAIL 9 ON SHT C-9.0). TEMPORARY DIVERSION DITCH(SEE SE DETAIL 10 ON SHT C-9.0). 8 9 10 11 DISTURBANCE IS NOT PERMITTED OUTSIDE THE CONSTRUCTION LIMITS CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBINGFROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER. 3 4 5 6 7 SWEEP ASPHALT ROUTINELY AS REQUIRED TO REMOVE SOIL DEBRIS. REFER TO SWPPP PLAN AND DOCUMENTS PREPARED BY SE FORSPECIFICATIONS AND DETAILS ON EROSION CONTROL. REMOVE SEDIMENT FROM STORM SYSTEM AT CONCLUSION OFCONSTRUCTION WHEN THE SITE IS FULLY STABILIZED. 5 5 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 8 9 11 10 10 10 6 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 7 CONSTR U C T I O N L I M I T S 7 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 246.34' 8" 0.71% EXMH-01 STA: 2+00.08 OFF: -8.72 L RIM: 4853.92 INV IN: 4839.02 INV OUT: 4838.82 285.69' OF 8" ASTM D-3034 @ 0.40% SSMH-01 STA: 4+90.89 OFF: -7.50 L RIM: 4852.50 INV IN: 4840.26 INV IN: 4840.26 INV OUT: 4840.16 EX F H - 0 1 ST A : 2 + 0 2 . 4 4 OF F S E T : 4 . 5 3 ' R FL A N G E : 4 8 5 2 . 0 8 EX F H - 0 2 ST A : 1 + 3 9 . 1 1 OF F S E T : 3 0 . 9 5 ' R FL A N G E : 4 8 5 2 . 7 4 PI : 4 + 8 0 . 8 5 1 2 3 4 5 6 AL G N - O F F S I T E U T I L I T Y ST A : 1 + 0 0 N: 7 7 8 6 3 9 . 4 3 E: 7 5 0 5 9 6 . 6 7 10 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 0 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - OFFSITE UTILITIES STA. 1+00 - 5+75 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R S E E S H E E T 5 + 5 0 C - 7 . 1 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 1+00 2+00 3+00 4+00 5+00 4830 4840 4850 SE E S H E E T 5+ 7 5 C- 7 . 1 4860 4830 4840 4850 4860 CONNECT INTO EXISTING SEWER MANHOLE. VERIFY LOCATION, MATERIAL, AND DEPTH. CORE DRILL INVERT IN ELEVATION TO BE 0.20' MINIMUM ABOVE THE INVERT OUT ELEVATION. NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 8 WTR CONNECTION POINT (BY OTHERS) 9 WATER MAIN TO BE CONSTRUCTED BY OTHERS AT A FUTURE DATE. 8 9 9 EXISTING SURFACE RIM ELEVATION TO BE A MINIMUM OF 0.50 FEET ABOVE EXISTING GRADE.10 16 17 8" ASTM-D 3034 SANITARY SEWER LINE (SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8) 48" SANITARY SEWER MANHOLE (SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508) 16 16 17 LOT 1 BLOCK 1 TF LAND DEVELOPMENT PARCEL: RPRTAFS1010020 TF LAND DEVELOPMENT PARCEL: RPRTAFS1010030 RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. 1 1 6" SANITARY SEWER SERVICE (ISPWC DETAILS SD-306, SD-511, SD-511A & SD-512)60 60 25.00 L.F. @ 2.00% 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 304.00' OF 8" ASTM D-3034 @ 0.40% SSMH-02 STA: 7+94.89 OFF: -7.50 L RIM: 4852.95 INV IN: 4841.58 INV OUT: 4841.48 304.00' OF 8" ASTM D-3034 @ 0.40% 6 7 8 9 10 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 1 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - OFFSITE UTILITIES STA. 5+75 - 9+50 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R SE E S H E E T 5+ 7 5 C- 7 . 0 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 6+00 7+00 8+00 9+00 4830 4840 4850 SE E S H E E T 9+ 5 0 C- 7 . 2 4860 4830 4840 4850 4860 8 WATER MAIN TO BE CONSTRUCTED BY OTHERS AT A FUTURE DATE. EXISTING SURFACE RIM ELEVATION TO BE A MINIMUM OF 0.50 FEET ABOVE EXISTING GRADE.10 16 17 8" ASTM-D 3034 SANITARY SEWER LINE (SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8) 48" SANITARY SEWER MANHOLE (SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508) 16 1617 SE E S H E E T 5+ 7 5 C- 7 . 0 SE E S H E E T 9+ 5 0 C- 7 . 2 LOT 1 BLOCK 1 8 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 SSMH-03 STA: 10+98.89 OFF: -7.50 L RIM: 4853.50 INV IN: 4842.90 INV IN: 4842.90 INV OUT: 4842.80 304.00' OF 8" ASTM D-3034 @ 0.40% 304.00' OF 8" ASTM D-3034 @ 0.40% 0.25% ST A : 1 2 + 7 5 . 0 0 EL E V : 4 8 5 2 . 7 6 ST A : 1 3 + 2 3 . 2 8 EL E V : 4 8 5 2 . 8 8 8" CLASS 50, AWWA C151 DIP 10 11 12 13 5 5 ALGN - ACCESS N-S STA: 5+60 N:778423.12 E:751778.16 10 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 2 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - OFFSITE UTILITIES STA. 9+50 - 13+75 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R SE E S H E E T 9+ 5 0 C- 7 . 1 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 10+00 11+00 12+00 13+00 4830 4840 4850 SE E S H E E T 13 + 7 5 C- 7 . 3 4860 4830 4840 4850 4860 8 WATER MAIN TO BE CONSTRUCTED BY OTHERS AT A FUTURE DATE. EXISTING SURFACE RIM ELEVATION TO BE A MINIMUM OF 0.50 FEET ABOVE EXISTING GRADE.10 16 17 8" ASTM-D 3034 SANITARY SEWER LINE (SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8) 48" SANITARY SEWER MANHOLE (SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508) 161617 SE E S H E E T 9+ 5 0 C- 7 . 1 SE E S H E E T 13 + 7 5 C- 7 . 3 LOT 1 BLOCK 1 LOT 4 BLOCK 1 8 61 6" SANITARY SEWER SERVICE (ISPWC DETAILS SD-306, SD-511, SD-511A & SD-512)60 56 25.00 L.F. @ 2.00% 60 25.00 L.F. @ 2.00% 61 8" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) CAP AND BLOCK END 67 ACCESS ROAD PAVEMENT SECTION (SEE SE DETAIL 63 ON SHT C-9.1) 67 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 SSMH-04 STA: 14+02.89 OFF: -7.50 L RIM: 4853.33 INV IN: 4844.22 INV IN: 4844.62 INV OUT: 4844.12 303.94' OF 8" ASTM D-3034 @ 0.40% SSMH-05 STA: 17+06.83 OFF: -7.50 L RIM: 4853.58 INV IN: 4845.54 INV IN: 4845.54 INV IN: 4845.54 INV OUT: 4845.44 82.50' OF 8" ASTM D-3034 @ 0.40% FH - 0 1 ST A : 1 5 + 0 6 . 6 5 OF F S E T : 2 0 . 5 0 ' R FL A N G E : 4 8 5 3 . 7 5 12 " W A T E R M A I N C R O S S ST A : 1 7 + 3 6 . 8 3 OF F S E T : 7 . 5 0 ' R 8" CLASS 50, AWWA C151 DIP 8" CLASS 50, AWWA C151 DIP 304.00' OF 8" ASTM D-3034 @ 0.40% 6" I R R I M A I N ST A : 1 7 + 8 1 . 3 3 OF F S E T : 0 . 0 0 ' L ST A : 1 6 + 9 6 . 8 3 EL E V : 4 8 5 3 . 3 0 -1.50%0.25% ST A : 1 6 + 6 7 . 3 3 EL E V : 4 8 5 3 . 7 4 8" CLASS 50, AWWA C151 DIP 14 15 16 17 1818 AL G N - O F F S I T E U T I L I T Y ST A : 1 8 + 0 0 N: 7 7 8 4 4 7 . 9 7 E: 7 5 2 2 4 5 . 0 5 WS IR 10 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 3 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - OFFSITE UTILITIES STA. 13+75 - 18+00 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 15+00 16+00 17+00 18+00 4840 4850 SE E S H E E T 13 + 7 5 C- 7 . 2 4860 4840 4850 4860 EXISTING SURFACE RIM ELEVATION TO BE A MINIMUM OF 0.50 FEET ABOVE EXISTING GRADE.10 16 17 8" ASTM-D 3034 SANITARY SEWER LINE (SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8) 48" SANITARY SEWER MANHOLE (SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508) 16 16 17 SE E S H E E T 13 + 7 5 C- 7 . 2 LOT 4 BLOCK 1 LOT 1 BLOCK 2 LOT 3 BLOCK 1 10 17 14 FIRE HYDRANT ASSEMBLY (SEE ISPWC DETAIL SD-404) 61 61 62 62 14 FH-01 16 ***NON-POTABLE WATER CROSSING***MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN POTABLE AND NON-POTABLE LINES. IF MINIMUM SEPARATION CAN NOT BE DONE, SLEEVE PER ISPWC DETAIL SD-307. 11 11 M I K A N D R . 14+00 61 CAP AND BLOCK END 6" SANITARY SEWER SERVICE (ISPWC DETAILS SD-306, SD-511, SD-511A & SD-512)56 25.00 L.F. @ 2.00%63 64 56 6767 62 63 61 6" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 6" WATER VALVE (SEE ISPWC DETAIL SD-406)64 8" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 8" WATER VALVE (SEE ISPWC DETAIL SD-406) ACCESS ROAD PAVEMENT SECTION (SEE SE DETAIL 63 ON SHT C-9.1)6713.5 L.F. 41 CONCRETE BOLLARD TO PROTECT FIRE HYDRANT (SEE SE DETAIL 53 ON SHT C-9.1) 41 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 0.47% V.P.I. STA. = 102+90.00 V.P.I. ELEV. = 4852.19 K = 101.97 LP STA. = 103+17.09 LP STA. = 4852.430' CURVE LEN. = 150.13' VP C S T A = 1 0 2 + 1 4 . 9 4 VP C E L V = 4 8 5 2 . 9 4 VP T S T A = 1 0 3 + 6 5 . 0 6 VP T E L V = 4 8 5 2 . 5 4 SDMH-01 STA: 106+72.62 OFF: 54.12 R RIM: 4853.52 INV IN: 4849.99 INV OUT: 4849.79 INV OUT: 4849.79 SDCB-01 STA: 106+72.62 OFF: 46.37 R RIM: 4853.06 INV OUT: 4850.03 5.00' OF 12" HDPE @ 0.40% PC : 1 0 2 + 7 6 . 1 8 PT : 1 0 5 + 4 1 . 3 9 10 3 104 105 106 107 PWR PWR PWRPWR FO TEL FOTEL FO FO PWR CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 4 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - UNIVERSITY BLVD. STA. 102+00 - 107+25 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 48 4 0 48 5 0 48 6 0 48 7 0 48 4 0 48 5 0 48 6 0 48 7 0 SE E S H E E T 10 7 + 2 5 C- 7 . 5 MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSURE A SMOOTH TRANSITION.15 17 SC-740 INFILTRATOR, INCLUDES ALL INCIDENTALS (STONE, END CAPS, HEADERS, FABRIC, ETC.) TO INSTALL AS DEPICTED ON THESE PLANS. 19 20 21 22 12" HDPE STORM SEWER LINE (SEE CoR STANDARD DETAIL ON SHT 8) 48" STORM SEWER MANHOLE (SEE ISPWC DETAILS SD-611, SD-616, SD-617, SD-618 & CoR STANDARD DETAIL ON SHT 18) STORM SEWER CATCH BASIN TYPE I W/ GRATE (SEE ISPWC DETAILS SD-601 & SD-610A) SC-740 INFILTRATOR CHAMBERS (SEE CoR STANDARD DETAIL ON SHT 18, ADS SC-740 STANDARD DETAILS, AND ELEVATIONS ON SE SHT C-4.0 ) 38 39 19 19 EXISTING SURFACE @ ALIGNMENT EXISTING SURFACE (60 FEET RIGHT OF ALIGNMENT) 8.80 L.F. @ 0.40% 22 15 15 17 RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. 1 1 CONCRETE ISLAND (SEE SE DETAIL 38 ON SHT C-9.1) SE E S H E E T 10 7 + 2 5 C- 7 . 5 107+00106+00105+00104+00 UNIVERSITY BLVD. 39 20 21 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 STANDARD 6" VERTICAL CURB & GUTTER - 2.5' WIDE (SEE CoR STANDARD DETAIL ON SHT 6) 10" WIDE VERTICAL CURB (SEE SE DETAIL 33 ON SHT C-9.1)33 34 UNIVERSITY BLVD. ROAD SECTION - MAJOR ARTERIAL STREET TYPICAL SECTION 8 (SEE CoR STANDARD DETAIL ON SHT 4) PEDESTRIAN RAMP - 10' WIDE (SEE SE DETAIL 36 ON SHT C-9.1) 70 71 ADJUST ELEVATION OF MANHOLE GRATE TO NEW FINISH GRADE.24 15 15 39 39 38 33 33 23 COORDINATE CONCRETE ISLAND WITH THE CITY OF REXBURG. CITY MAY WANT TO STAMP AND COLOR THE CONCRETE WITHIN THE ISLAND. 23 24 104+00102+00 70 71 34 22 17 ISLAND TERMINATION RAMP (SEE SE DETAIL 72 ON SHT C-9.1)72 72 33 39 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 CONCRETE SIDEWALK - 10' WIDE (SEE TYPICAL SECTION 8 ON CoR STANDARD DETAIL ON SHT 4 AND ISPWC DETAIL SD-709) 0.64%0.50%0.37%0.35% BO P S T A = 1 0 8 + 3 8 . 8 8 BO P E L V = 4 8 5 4 . 7 7 12" CLASS 50, AWWA C151 DIP 8" W A T E R M A I N 9 0 ° B E N D ST A : 1 1 0 + 9 8 . 9 8 OF F S E T : 6 0 . 0 0 ' R 108 109 110 111 112 WS FOPWR TEL IR 23 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 5 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - UNIVERSITY BLVD. STA. 107+25 - 112+30 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 48 4 0 48 5 0 48 6 0 48 7 0 48 4 0 48 5 0 48 6 0 48 7 0 SE E S H E E T 10 9 + 2 5 C- 7 . 5 UNIVERSITY BLVD. LOT 1 BLOCK 1 MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSURE A SMOOTH TRANSITION.15 16 ENSURE THAT FLOW LINE OF NEW VALLEY GUTTER MATCHES THE FLOW LINE OF THE CURB & GUTTER ON BOTH ENDS. CROSS DRAIN - VALLEY GUTTER (SEE CoR STANDARD DETAIL ON SHT 6) 33 37 38 39 12 13 12 13 15 EXISTING SURFACE @ ALIGNMENT PROPOSED SURFACE ABOVE WATER MAIN (60' RIGHT OF ALIGNMENT) 39 14 15 16 RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. 1 CONCRETE ISLAND (SEE SE DETAIL 38 ON SHT C-9.1) 27 2" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX (SEE SE DETAIL 27 ON SHT C-9.0) (SAME SERVICE SHOWN ON SHTS C-7.4, C-7.5, C-7.6, AND C-7.9) 112+00111+00110+00 SE E S H E E T 10 7 + 2 5 C- 7 . 4 SE E S H E E T 11 2 + 3 0 C- 7 . 6 1 37 16 LOT 2 BLOCK 1 TEMPORARY 2" VALVE FOR WATER TESTING AND CHLORINATION INJECTIONS. 12 13 14 EXPOSE ENDS OF EXISTING 10" WATER MAIN SLEEVE AND VERITY ELEVATION PRIOR TO CONSTRUCTION OF THE NEW WATER MAIN. CONTRACTOR IS RESPONSIBLE TO ARCHIVE CORRECT ELEVATIONS TO UTILIZE EXISTING 10" SLEEVE. IF SLEEVE DOES NOT EXIST, USE 12" CLASS 50, AWWA C151 DIP WATERLINE IN ITS PLACE. CONNECT INTO EXISTING WATERLINE. VERIFY LOCATION, MATERIAL, AND DEPTH. COORDINATE WITH CITY WATER DEPARTMENT ON HOT TAP. NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION. 12 13 12" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 12" WATER VALVE (SEE ISPWC DETAIL SD-406) SEE SHEETACCESS ROAD C-7.11 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 109+00108+00 SE E S H E E T 10 7 + 2 5 C- 7 . 4 UNIVERSITY BLVD. ROAD SECTION - MAJOR ARTERIAL STREET TYPICAL SECTION 8 (SEE CoR STANDARD DETAIL ON SHT 4) STANDARD 6" VERTICAL CURB & GUTTER - 2.5' WIDE (SEE CoR STANDARD DETAIL ON SHT 6) 10" WIDE VERTICAL CURB (SEE SE DETAIL 33 ON SHT C-9.1) 34 PEDESTRIAN RAMP - 10' WIDE (SEE SE DETAIL 36 ON SHT C-9.1) 70 71 16 37 16 12 3338 23 COORDINATE CONCRETE ISLAND WITH THE CITY OF REXBURG. CITY MAY WANT TO STAMP AND COLOR THE CONCRETE WITHIN THE ISLAND. 39 71 71 7171 707070 27 15 17 SC-740 INFILTRATOR, INCLUDES ALL INCIDENTALS (STONE, END CAPS, HEADERS, FABRIC, ETC.) TO INSTALL AS DEPICTED ON THESE PLANS. 22 SC-740 INFILTRATOR CHAMBERS (SEE CoR STANDARD DETAIL ON SHT 18, ADS SC-740 STANDARD DETAILS, AND ELEVATIONS ON SE SHT C-4.0 ) 22 17 ISLAND TERMINATION RAMP (SEE SE DETAIL 72 ON SHT C-9.1)72 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 72 33 23 38 33 CONCRETE SIDEWALK - 10' WIDE (SEE TYPICAL SECTION 8 ON CoR STANDARD DETAIL ON SHT 4 AND ISPWC DETAIL SD-709) 0.45%0.42%0.31%0.29%0.42%0.46%IN T S T A = 1 1 5 + 6 0 . 5 4 IN T E L V = 4 8 5 7 . 7 5 12 " W A T E R M A I N T E E ST A : 1 1 5 + 6 5 . 4 1 OF F S E T : 6 0 . 0 0 ' R 12" CLASS 50, AWWA C 1 5 1 D I P 6" I R R I G A T I O N MA I N 9 0 ° B E N D ST A : 1 1 6 + 0 2 . 3 6 OF F S E T : 9 1 . 5 0 ' R 6" PW EAGLE C L A S S 2 0 0 I P S PC : 1 1 4 + 4 3 . 7 0 113 114 115 116 117 PWR TEL FO IR 23 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 6 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - UNIVERSITY BLVD. STA. 112+30 - 117+00 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 115+00 116+00 117+00 4850 4860 4850 4860 SE E S H E E T 11 9 + 0 0 C- 7 . 7 UNIVERSITY B L V D . LOT 2 BLOCK 2 LOT 1 BLOCK 1 M I K A N D R . 12 13 12" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 12" WATER VALVE (SEE ISPWC DETAIL SD-406) MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSUREA SMOOTH TRANSITION.15 35 SE E S H E E T 11 2 + 3 0 C- 7 . 5 S E E S H E E T 1 1 7 + 0 0 C - 7 . 7 EXISTING SURFACE @ ALIGNMENT 3915 SE E S H E E T 11 2 + 3 0 C- 7 . 4 12 39 15 13 RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEADUTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OFANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. 1 1 1 1 27 2" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX (SEE SE DETAIL 27 ON SHT C-9.3) (SAME SERVICE SHOWN ON SHTS C-7.4, C-7.5, C-7.6 AND C-7.9) 23 26 6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL (SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8) 6" IRRIGATION VALVE (SEE ISPWC DETAIL SD-406) 23 PROPOSED SURFACE ABOVE WATER MAIN (60' RIGHT OF ALIGNMENT) 27 48704870 EXISTING SURFACE ABOVE IRRI MAIN (70 FEET RIGHT OF ALIGNMENT) 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 114+00113+00 EXISTING SURFACE @ ALIGNMENT 39 PEDESTRIAN RAMP - 5' WIDE (SEE SE DETAIL 36 ON SHT C-9.1)36 CONCRETE SIDEWALK - 5' WIDE (SEE ISPWC DETAIL SD-709) PEDESTRIAN RAMP - 10' WIDE (SEE SE DETAIL 36 ON SHT C-9.1) 70 71 35 36 36 35 71 70 70 71 10" WIDE VERTICAL CURB (SEE SE DETAIL 33 ON SHT C-9.1)33 CONCRETE ISLAND (SEE SE DETAIL 38 ON SHT C-9.1)38 23 COORDINATE CONCRETE ISLAND WITH THE CITY OF REXBURG. CITY MAYWANT TO STAMP AND COLOR THE CONCRETE WITHIN THE ISLAND. 33 33 3938 STANDARD 6" VERTICAL CURB & GUTTER - 2.5' WIDE (SEE CoR STANDARD DETAIL ON SHT 6)34 34 34 UNIVERSITY BLVD. ROAD SECTION - MAJOR ARTERIAL STREET TYPICAL SECTION 8 (SEE CoR STANDARD DETAIL ON SHT 4) 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 CONCRETE SIDEWALK - 10' WIDE (SEE TYPICAL SECTION 8 ON CoR STANDARD DETAIL ON SHT 4 AND ISPWC DETAIL SD-709) 0.12%0.64%0.24%0.47% SDMH-02 STA: 118+83.88 OFF: 48.05 R RIM: 4858.77 INV IN: 4854.37 INV OUT: 4854.17 INV OUT: 4854.17 SDCB-02 STA: 118+83.88 OFF: 36.13 R RIM: 4858.32 INV OUT: 4854.42 5.00' OF 12" HDPE @ 0.40% 6" PW EAGLE CLASS 200 IPS 6" PW EAGLE CLASS 200 IPS 5.00' OF 12" HDPE @ 0.40% PT : 1 1 7 + 5 9 . 6 4 PC : 1 2 1 + 5 7 . 8 4 117 118 119 120 121 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 7 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - UNIVERSITY BLVD. STA. 117+00 - 121+57.84 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 119+00 120+00 4840 4850 4860 4870 4840 4850 4860 4870 SE E S H E E T 12 1 + 5 7 . 8 4 C- 7 . 8 UNIVERSITY BLVD. LOT 2 BLOCK 2 MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSURE A SMOOTH TRANSITION.15 39 SE E S H E E T 11 7 + 0 0 C- 7 . 6 EXISTING SURFACE @ ALIGNMENT 39 SE E S H E E T 11 7 + 0 0 C- 7 . 6 SE E S H E E T 12 1 + 5 7 . 8 4 C- 7 . 8 RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. 1 1 EXISTING SURFACE ABOVE IRRI MAIN (70 FEET RIGHT OF ALIGNMENT) 23 6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL (SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8) 1 15 34 121+00 1 118+00117+00 17 SC-740 INFILTRATOR, INCLUDES ALL INCIDENTALS (STONE, END CAPS, HEADERS, FABRIC, ETC.) TO INSTALL AS DEPICTED ON THESE PLANS. 19 21 22 12" HDPE STORM SEWER LINE (SEE CoR STANDARD DETAIL ON SHT 8) STORM SEWER CATCH BASIN TYPE I W/ GRATE (SEE ISPWC DETAILS SD-601 & SD-610A) SC-740 INFILTRATOR CHAMBERS (SEE CoR STANDARD DETAIL ON SHT 18, ADS SC-740 STANDARD DETAILS, AND ELEVATIONS ON SE SHT C-4.0 ) 19 12 L.F. @ 0.40% 19 20 22 17 21 39 STANDARD 6" VERTICAL CURB & GUTTER - 2.5' WIDE (SEE CoR STANDARD DETAIL ON SHT 6)34 34 70 70 70 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 UNIVERSITY BLVD. ROAD SECTION - MAJOR ARTERIAL STREET TYPICAL SECTION 8 (SEE CoR STANDARD DETAIL ON SHT 4) 23 22 17 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 CONCRETE SIDEWALK - 10' WIDE (SEE TYPICAL SECTION 8 ON CoR STANDARD DETAIL ON SHT 4 AND ISPWC DETAIL SD-709) 0.49% V.P.I. STA. = 124+00.00 V.P.I. ELEV. = 4861.32 K = 138.61 LP STA. = 121+99.39 LP STA. = 4860.337' CURVE LEN. = 401.23' VP C S T A = 1 2 1 + 9 9 . 3 9 VP C E L V = 4 8 6 0 . 3 4 VP T S T A = 1 2 6 + 0 0 . 6 1 VP T E L V = 4 8 6 8 . 1 1 EO A S T A = 1 2 3 + 7 8 . 5 4 EO A E L V = 4 8 6 2 . 3 7 8" PW EAGLE CLASS 200 IPS 6" PW EAGLE CLASS 200 IPS P C : 1 2 1 + 5 7 . 8 4 PT : 1 2 4 + 7 3 . 7 8 PC : 1 2 6 + 5 7 . 6 0 122 123 124 125 126 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 8 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - UNIVERSITY BLVD. STA. 121+57.84 - 126+00 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 4850 4860 4870 4850 4860 4870 MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSURE A SMOOTH TRANSITION.15 39 EXISTING SURFACE @ ALIGNMENT SE E S H E E T 12 1 + 5 7 . 8 4 C- 7 . 7 S E E S H E E T 1 2 1 + 5 7 . 8 4 C - 7 . 7 123+00 124+00 12:1 TAPER FROM APPROACH BACK TO MATCH EXISTING PAVEMENT.20 RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. 1 125+00 UNIVERSITY BLVD. LOT 2 BLOCK 2 39 15 20 1 EXISTING SURFACE ABOVE IRRI MAIN (70 FEET RIGHT OF ALIGNMENT) 23 24 6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL (SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8) 8" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL (SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8) 28 ORION 2-TURBINE W/FILER IRRIGATION PUMP (SEE SE DETAIL 28 ON SHT C-9.3) IRRIGATION PUMP FILTER BOX (SEE SE DETAIL 29 ON SHT C-9.3) IRRIGATION SEDIMENT DRAIN BOX (SEE SE DETAIL 30 ON SHT C-9.3) IRRIGATION CANAL DITCH BOX W/ 8" VALVE (SEE SE DETAIL 31 ON SHT C-9.3) 29 30 31 2428 29 30 31 15 126+00 FUTURE UNIVERSITY BLVD ROAD DESIGN CANAL CROSSING TO BE PRESENTED TO THE CITY AT A FUTURE TIME.23 23 24 23 122+00 STANDARD 6" VERTICAL CURB & GUTTER - 2.5' WIDE (SEE CoR STANDARD DETAIL ON SHT 6)34 70 70 70 34 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 UNIVERSITY BLVD. ROAD SECTION - MAJOR ARTERIAL STREET TYPICAL SECTION 8 (SEE CoR STANDARD DETAIL ON SHT 4) 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 CONCRETE SIDEWALK - 10' WIDE (SEE TYPICAL SECTION 8 ON CoR STANDARD DETAIL ON SHT 4 AND ISPWC DETAIL SD-709) 3.29% -1.09% SSMH-06 STA: 3+47.92 OFF: 15.00 R RIM: 4856.09 INV IN: 4846.57 INV IN: 4846.57 INV OUT: 4846.47 231.46' OF 8" ASTM D-3034 @ 0.40% FH - 0 2 ST A : 1 + 8 4 . 8 9 OF F S E T : 3 1 . 0 0 ' L FL A N G E : 4 8 5 8 . 0 3 VP I S T A = 1 + 3 0 . 2 7 VP I E L V = 4 8 5 8 . 7 5 IN T S T A = 1 + 0 0 . 0 0 IN T E L V = 4 8 5 7 . 7 5 12 " W A T E R M A I N T E E ST A : 1 + 5 8 . 5 4 OF F S E T : 1 4 . 0 9 ' L 12 " W A T E R M A I N T E E ST A : 3 + 0 9 . 4 9 OF F S E T : 1 5 . 0 0 ' L FH - 0 3 ST A : 3 + 9 7 . 9 2 OF F S E T : 3 1 . 0 0 ' L FL A N G E : 4 8 5 6 . 0 3 6" I R R I G A T I O N MA I N 9 0 ° B E N D ST A : 1 + 8 2 . 3 5 OF F S E T : 5 9 . 5 0 ' L 6" PW EAGLE CLASS 200 IPS 12" CLASS 50, AWWA C151 D I P 12" CLASS 50, AWWA C151 D I P 6" PW EAGLE CLASS 200 IPS 1 2 3 4 5 IRWS FO WSSSIR IR WS CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 9 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - MIKAN DR. STA. 0+50 - 5+50 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 1+00 2+00 3+00 4+00 5+00 4840 4850 4860 4870 4840 4850 4860 4870 SE E S H E E T 5+ 6 5 C- 7 . 9 U N I V E R S I T Y B L V D . LOT 2 BLOCK 2 LOT 2 BLOCK 1 MIKAN DR. SE E S H E E T 5+ 6 5 C- 7 . 9 EXISTING SURFACE @ ALIGNMENT PROPOSED CL OF ROAD LOT 1 BLOCK 2 LOT 3 BLOCK 1 12 13 14 15 16 18 17 23 27 8" ASTM-D 3034 SANITARY SEWER LINE (SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8) FIRE HYDRANT ASSEMBLY (SEE ISPWC DETAIL SD-404) 48" SANITARY SEWER MANHOLE (SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508) 4" SANITARY SEWER SERVICE (ISPWC DETAILS SD-306, SD-511, SD-511A & SD-512) 12" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 2" SINGLE WATER SERVICE W/ METER (SEE CoR STANDARD DETAIL ON SHT 16) 12" WATER VALVE (SEE ISPWC DETAIL SD-406) 6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL (SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8) STANDARD CURB & GUTTER - 2.5' WIDE (SEE CoR STANDARD DETAIL ON SHT 6) SIDEWALK - 5' WIDE (SEE ISPWC DETAIL SD-709) 34 35 MIKAN DR. ROAD SECTION - BUSINESS & HIGH DENSITY RESIDENTIAL STREET TYPICAL SECTION 4 (SEE CoR STANDARD DETAIL ON SHT 3)40 12 12 64 14 15 16 17 23 68 34 34 14 FH-02 FH-03 35 35 34 34 16 72.5 L.F. @ 0.40% RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION. 1 ***NON-POTABLE WATER CROSSING***MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN POTABLE AND NON-POTABLE LINES. IF MINIMUM SEPARATION CAN NOT BE DONE, SLEEVE PER ISPWC DETAIL SD-307. 11 11 2" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX (SEE SE DETAIL 27 ON SHT C-9.0) 15 18 27 27 6" SANITARY SEWER SERVICE (ISPWC DETAILS SD-306, SD-511, SD-511A & SD-512)60 60 42.5 L.F. @ 2.00% 63 64 52.5 L.F. 72 L.F. 63 63 4" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 4" WATER VALVE (SEE ISPWC DETAIL SD-406) 6" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 6" WATER VALVE (SEE ISPWC DETAIL SD-406)64 65 66 68 68 1" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX (SEE SE DETAIL 27 ON SHT C-9.0) 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 2 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 0.40% V.P.I. STA. = 6+63.62 V.P.I. ELEV. = 4852.96 K = 117.31 LP STA. = 7+03.80 LP STA. = 4853.218' CURVE LEN. = 174.21' VP C S T A = 5 + 7 6 . 5 1 VP C E L V = 4 8 5 3 . 9 1 VP T S T A = 7 + 5 0 . 7 3 VP T E L V = 4 8 5 3 . 3 1 EO P S T A = 1 0 + 6 7 . 7 7 EO P E L V = 4 8 5 4 . 5 8 IN T S T A = 5 + 8 6 . 8 8 IN T E L V = 4 8 5 3 . 8 0 SSMH-05 STA: 17+06.83 OFF: -7.50 L RIM: 4853.58 INV IN: 4845.54 INV IN: 4845.54 INV IN: 4845.54 INV OUT: 4845.44 400.00' OF 8" ASTM D-3034 @ 0.40% 88.43' OF 8" ASTM D-3034 @ 0.40% SSMH-07 STA: 9+79.38 OFF: 15.00 R RIM: 4853.93 INV IN: 4847.24 INV OUT: 4847.14 FH - 0 4 ST A : 6 + 4 7 . 8 9 OF F S E T : 3 1 . 0 0 ' L FL A N G E : 4 8 5 3 . 5 3 12 " W A T E R M A I N CR O S S S T A : 5 + 9 4 . 3 8 OF F S E T : 1 5 . 0 0 ' L FH - 0 5 ST A : 8 + 9 7 . 8 7 OF F S E T : 3 1 . 0 0 ' L FL A N G E : 4 8 5 4 . 0 8 5.00' OF 12" HDPE @ 0.40% SDMH-04 STA: 7+03.80 OFF: -31.00 L RIM: 4853.08 INV IN: 4848.63 INV OUT: 4848.43 SDMH-03 STA: 7+03.80 OFF: 31.00 R RIM: 4853.08 INV IN: 4848.63 INV OUT: 4848.43 SDCB-04 STA: 7+03.80 OFF: -26.21 L RIM: 4852.65 INV OUT: 4848.65 SDCB-03 STA: 7+03.80 OFF: 26.21 R RIM: 4852.65 INV OUT: 4848.65 6" I R R I G A T I O N MA I N E N D / D R A I N ST A : 6 + 5 1 . 8 8 OF F S E T : 7 . 5 0 ' R 12" CLASS 50, AWWA C151 DIP 8" CLASS 50, AWWA C151 DIP 6" PW EAGLE CLASS 200 IPS 12" CLASS 50, AWWA C151 DI P 6 7 8 9 10 10 AL G N - M I K A N D R ST A : 1 0 + 7 5 N: 7 7 7 9 5 9 . 8 4 E: 7 5 2 1 6 6 . 8 8 IR IR CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 1 0 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - MIKAN DR. STA. 5+50 - 10+75 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 9+00 10+0048 4 0 48 5 0 48 6 0 48 4 0 48 5 0 48 6 0 SE E S H E E T 5+ 5 0 C- 7 . 8 MIKAN DR. SE E S H E E T 5+ 5 0 C- 7 . 8 EXISTING SURFACE @ ALIGNMENT PROPOSED CL OF ROAD LOT 1 BLOCK 2 LOT 3 BLOCK 1 12 13 14 16 17 23 8" ASTM-D 3034 SANITARY SEWER LINE (SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8) FIRE HYDRANT ASSEMBLY (SEE ISPWC DETAIL SD-404) 48" SANITARY SEWER MANHOLE (SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508) 12" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 12" WATER VALVE (SEE ISPWC DETAIL SD-406) 6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL (SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8) STANDARD CURB & GUTTER - 2.5' WIDE (SEE CoR STANDARD DETAIL ON SHT 6) SIDEWALK - 5' WIDE (SEE ISPWC DETAIL SD-709) 34 35 MIKAN DR. ROAD SECTION - BUSINESS & HIGH DENSITY RESIDENTIAL STREET TYPICAL SECTION 4 (SEE CoR STANDARD DETAIL ON SHT 3)40 14 FH-04 ***NON-POTABLE WATER CROSSING***MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN POTABLE AND NON-POTABLE LINES. IF MINIMUM SEPARATION CAN NOT BE DONE, SLEEVE PER ISPWC DETAIL SD-307. 11 11 LOT 4 BLOCK 1 17 SC-740 INFILTRATOR, INCLUDES ALL INCIDENTALS (STONE, END CAPS, HEADERS, FABRIC, ETC.) TO INSTALL AS DEPICTED ON THESE PLANS. 19 4.80 L.F. @ 0.40% 14 FH-05 19 4.80 L.F. @ 0.40% 19 19 12 12 12 61 13 13 1616 16 17 23 25 25 19 20 21 22 12" HDPE STORM SEWER LINE (SEE CoR STANDARD DETAIL ON SHT 8) 48" STORM SEWER MANHOLE (SEE ISPWC DETAILS SD-611, SD-616, SD-617, SD-618 & CoR STANDARD DETAIL ON SHT 18) STORM SEWER CATCH BASIN TYPE I W/ GRATE (SEE ISPWC DETAILS SD-601 & SD-610A) SC-740 INFILTRATOR CHAMBERS (SEE CoR STANDARD DETAIL ON SHT 18, ADS SC-740 STANDARD DETAILS, AND ELEVATIONS ON SE SHT C-4.0 ) 20 20 21 21 22 17 17 22 6" IRRIGATION DRAIN LINE (SEE SE DETAIL 25 ON SHT C-9.0) 8+007+006+00 27 2" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX (SEE SE DETAIL 27 ON SHT C-9.0) 27 APPROACH CURB CUT @ TIME OF CURB CONSTRUCTION.21 21 61 8" CLASS 50, AWWA C151 DIP WATERLINE (SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8) 27 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 42 GRAVEL TURNAROUND (120' X 20') (8" DEPTH CRUSHED 3/4 " MINUS AGGREGATE BASE) 42 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 62 8" WATER VALVE (SEE ISPWC DETAIL SD-406) 61 62 -2.00% -0.43% -2.00% BO P : 1 + 0 0 EL E V : 4 8 5 5 . 4 3 6 ST A : 1 + 2 8 . 0 0 EL E V : 4 8 5 4 . 8 8 ST A : 5 + 2 0 . 1 6 EL E V : 4 8 5 3 . 2 1 EO P S T A = 5 + 3 5 . 1 6 EO P E L V = 4 8 5 2 . 9 1 8" W A T E R M A I N ST A : 5 + 4 2 . 6 8 OF F S E T : 0 . 0 0 ' L 8" S W R M A I N ST A : 5 + 2 7 . 6 8 OF F S E T : 0 . 0 0 ' L 12 " W A T E R M A I N ST A : 1 + 1 3 . 0 0 OF F S E T : 0 . 0 0 ' L 1 2 3 4 5 5 AL G N - A C C E S S N - S ST A : 1 + 0 0 N: 7 7 8 8 8 3 . 1 2 E: 7 5 1 7 7 6 . 7 5 AL G N - A C C E S S N - S ST A : 5 + 6 0 N: 7 7 8 4 2 3 . 1 2 E: 7 5 1 7 7 8 . 1 6 CONSTRUCTION NOTES SH E E T N U M B E R C - 7 . 1 1 1 INCH = 40 FEET 1 INCH = 20 FEET 0 0 10 20 40 402010 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PLAN & PROFILE - ACCESS ROAD STA. 1+00 - 5+50 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 1+00 2+00 3+00 4+00 4840 4850 4860 4840 4850 4860 EXISTING SURFACE LOT 1 BLOCK 1 67 ACCESS ROAD PAVEMENT SECTION (SEE SE DETAIL 63 ON SHT C-9.1) 67 SE E S H E E T UN I V E R S I T Y B L V D C- 7 . 5 U N I V E R S I T Y B L V D . LOT 2 BLOCK 1 LOT 3 BLOCK 1 LOT 4 BLOCK 1 67 5+00 48704870 PROPOSED CL OF ROAD 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 PC : 1 0 2 + 7 6 . 1 8 PT : 1 0 5 + 4 1 . 3 9 PC : 1 1 4 + 4 3 . 7 0 10 2 103 104 105 106 107 108 109 110 111 112 113 114 PC : 1 1 4 + 4 3 . 7 0 PT : 1 1 7 + 5 9 . 6 4 PC : 1 2 1 + 5 7 . 8 4 PT : 1 2 4 + 7 3 . 7 8 11 4 115 116 117 118 119 120 121 122 123 124 12 5 12 6 SH E E T N U M B E R C - 8 . 0 1 INCH = 80 FEET 1 INCH = 40 FEET 0 0 20 40 80 804020 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PROPOSED STRIPING AND SIGNAGE - UNIVERSITY BLVD STA. 102+00 - 126+00 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 UNIVERSITY BLVD. T A M A N A D R OLIVE GARDEN HOLDINGS PARCEL: RPR4TN0001008A KTRI FARMS LLC PARCEL: RPR4TN0001007A KTRI FARMS LLC PARCEL: RPRTAFN0010061 CONSTRUCTION ITEMS SE E S H E E T 11 4 + 4 3 . 7 0 TH I S S H E E T SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING LOT 1 BLOCK 1 LOT 2 MI K A N D R LOT 2 BLOCK 2 UNIVERSITY BLVD. SE E S H E E T 11 4 + 4 3 . 7 0 TH I S S H E E T LOT 2 43 PAVEMENT MARKINGS - 4" THK SOLID YELLOW DOUBLE (PER MUTCD DESIGN STANDARDS) 45 PAVEMENT MARKINGS - 4" THK WHITE SKIP (8' SOLID WHITE, 17' SKIP) (PER MUTCD DESIGN STANDARDS) PAVEMENT MARKINGS - 8" THK SOLID WHITE (PER MUTCD DESIGN STANDARDS) 48 SPECIAL PAVEMENT MARKING - RIGHT TURN ONLY 3B-24B (PER MUTCD DESIGN STANDARDS) 49 POST AND STANDARD MUTCD SIGN R1-1 & R3-5R (SEE SE DETAIL 53 ON SHT C-9.1) (PER MUTCD DESIGN STANDARDS) 50 POST AND STANDARD MUTCD SIGN R3-5R - INSTALL IN A BOLLARD (SEE SE DETAIL 42 & 53 ON SHT C-9.1) (PER MUTCD DESIGN STANDARDS) 51 PAVEMENT MARKINGS - CROSS WALK 3B-19 (PER MUTCD DESIGN STANDARDS) SPECIAL PAVEMENT MARKING - LEFT TURN ONLY 3B-24B (PER MUTCD DESIGN STANDARDS) 52 53 45 48 48 49 52 51 43 47 45 51 43 44 48 48 45 51 50 45 45 50 49 50 52 PAVEMENT MARKINGS - 4" THK YELLOW ISLAND (4" SOLID YELLOW, 4" CROSS HATCH 5' APART) (PER MUTCD DESIGN STANDARDS) 64 64 LIGHT POLES, COORDINATE LOCATIONS OF ALL LIGHT POLES WITH THE CITY AND POWER COMPANY.24 CONSTRUCTION NOTES 24 24 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 48 48 45 51 51 43 51 48 44 PAVEMENT MARKINGS - 4" THK YELLOW DOUBLE W/ 4" THK YELLOW SKIP (8' SOLID YELLOW, 17' SKIP) (PER MUTCD DESIGN STANDARDS) 46 47 PAVEMENT MARKINGS - 12" THK SOLID WHITE (PER MUTCD DESIGN STANDARDS) PAVEMENT MARKINGS - 24" THK SOLID WHITE (PER MUTCD DESIGN STANDARDS) 47 46 43 4351 51 48 CONSTRUCTION ITEMS 24 24 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 64 53 53 POST AND STANDARD MUTCD SIGN R3-5L - INSTALL IN A BOLLARD (SEE SE DETAIL 42 & 53 ON SHT C-9.1) (PER MUTCD DESIGN STANDARDS)73 73 73 1 2 3 4 5 6 7 8 9 10 10 AL G N - M I K A N D R ST A : 1 0 + 7 5 N: 7 7 7 9 5 9 . 8 4 E: 7 5 2 1 6 6 . 8 8 1 INCH = 80 FEET 1 INCH = 40 FEET 0 0 20 40 80 804020 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18")SHEET NAME: PROPOSED STRIPING AND SIGNAGE - MIKAN DR STA. 1+00 - 10+75 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 U N I V E R S I T Y B L V D . CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING LOT 2 BLOCK 1 MIKAN DR LOT 2 BLOCK 2 SH E E T N U M B E R C - 8 . 1 43 PAVEMENT MARKINGS - 4" THK SOLID YELLOW DOUBLE (PER MUTCD DESIGN STANDARDS) 45 44 PAVEMENT MARKINGS - 4" THK YELLOW DOUBLE W/ 4" THK YELLOW SKIP (8' SOLID YELLOW, 17' SKIP) (PER MUTCD DESIGN STANDARDS) 46 PAVEMENT MARKINGS - 8" THK SOLID WHITE (PER MUTCD DESIGN STANDARDS) 47 PAVEMENT MARKINGS - 12" THK SOLID WHITE (PER MUTCD DESIGN STANDARDS) PAVEMENT MARKINGS - 24" THK SOLID WHITE (PER MUTCD DESIGN STANDARDS) POST AND STANDARD MUTCD SIGN R1-1 (SEE SE DETAIL 42 ON SHT C-9.1) (PER MUTCD DESIGN STANDARDS) 51 SPECIAL PAVEMENT MARKING - LEFT TURN ONLY 3B-24B (PER MUTCD DESIGN STANDARDS) 74 LOT 3 BLOCK 1 LOT 4 BLOCK 1 LOT 1 BLOCK 2 43 44 45 46 47 74 5151 24 CONSTRUCTION NOTES 24 24 24 LIGHT POLES, COORDINATE LOCATIONS OF ALL LIGHT POLES WITH THE CITY AND POWER COMPANY. 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 SH E E T N U M B E R C - 9 . 0 SHEET IS NOT TO SCALE SHEET NAME: PROJECT DETAILS TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING NOTES: 1.ACTUAL LAYOUT DETERMINED IN THE FIELD 2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 32' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3.WASH OUT CONCRETE TRUCKS IN DESIGNATED AREAS ONLY. 4.AVOID MIXING EXCESS CONCRETE. 5.WASHOUT AREA CAN ALSO BE USED FOR SHEET ROCK MUD, STUCCO, MASONRY, ETC. 6.COLLECT LIQUID WASTE IN A TEMPORARY LINED PIT AND ALLOW IT TO DRY. 7.THE PIT SHOULD BE LARGE ENOUGH TO CONTAIN ALL WASTE FROM WASHOUT. 8.LOCATE WASHOUT FACILITIES A MINIMUM OF 50 FEET FROM STORM DRAIN OR RECEIVING WATERS. 9.KEEP THE WASHOUT AREAS AWAY FROM AREAS OF CONSTRUCTION TRAFFIC. 10.INSPECT DAILY WHEN IN USE. 12.MAINTAIN WASHOUTS TO PROVIDE A MINIMUM 1 FOOT FREE-BOARD FOR BELOW GRADE FACILITIES. 13.CLEAN LEAN EXISTING FACILITIES OR CONSTRUCT ADDITIONAL FACILITIES WHEN THE WASHOUT IS 50% FULL. STABILIZED CONSTRUCTION ENTRANCE EXISTING PAVED ROADWAY TOTAL 9"-12" OF COMPACTED STONE ROADWAY UNDER CONSTRUCTION 100' M I N I M U M E X C E P T 50' F O R P R O J E C T SITE S O F L E S S T H A N 1 ACR E SHOULDER TO SHOULDER WIDTH SEE BALLAST DETAIL 6"-8" COMPACTED FRACTURED STONE 3"-4" DRESSING OF 2" STONE GEOTEXTILE FILTER FABRICBALLAST DETAIL NOTES: TYPICAL SILT FENCE DETAIL NOTES: 1. FENCE POSTS SHALL BE A MINIMUM OF 36" LONG DRIVE A MINIMUM OF 8" INTO THE GROUND. WOOD POSTS SHALL BE 1.5" SQUARE (MIN) CUT OR 1.75" DIA ROUND AND SHALL BE SOUND QUALITY WOOD. STEEL POSTS SHALL BE STANDARD T OR U SECTION WEIGHING NOT LESS THAN 1 LB/LF. 2. GEOTEXTILE SHALL FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIES OR STAPLES AT THE TOP AND MID-SECTION AND SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS FOR GEOTEXTILE CLASS F: TENSILE STRENGTH 50 LBS/IN TENSILE MODULUS 20 LBS/IN FLOW RATE 0.3 GAL/SF./MIN FILTERING EFFICIENCY 75% 3. WHERE ENDS OF GEOTEXTILE COME TOGETHER THEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS. 4. SILT FENCE SHALL BE INSPECTED AFTER EVERY RAINFALL AND MAINTAINED WHEN BULGESE OCCUR OR WHEN SEDIMENT HAS REACHED 50% OF THE HEIGHT. 16" MIN. HEIGHT OF GEOTEXTILE CLASS F 8" MIN. DEPTH IN GROUND 10' MAX. CENTER TO CENTER PERSPECTIVE VIEW FENCE POST SECTION MIN. OF 20" ABOVE GROUND FENCE POST DRIVEN A MIN. OF 16" INTO THE GROUND EMBED GEOTEXTILE CLASS F A MIN. OF 8" VERTICALLY INTO THE GROUND 36" MIN. FENCE POST LENGTH FILTER CLOTH CROSS SECTION JOINING TWO ADJACENT SILT FENCE SECTIONS TOP VIEW POSTS WRAP FABRIC AROUND JOINTS TWICE STAPLE STAPLE NOTES: 1.INSTALL THE WATER BAR AS SOON AS THE SITE IS CLEARED AND GRADED. 2.DISK OR STRIP THE SOD FROM THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL. 3.TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION. 4.THE OUTLET SHALL BE LOCATED ON AN UNDISTURBED AREA. FIELD SPACING WILL BE ADJUSTED TO USE THE MOST STABLE OUTLET AREAS. OUTLET PROTECTION WILL BE PROVIDED WHEN NATURAL AREAS ARE NOT ADEQUATE. 5.VEHICLE CROSSING SHALL BE STABILIZED WITH GRAVEL. EXPOSED AREAS SHALL BE IMMEDIATELY SEEDED AND MULCHED. 6.CHECK OUTLET AREAS AND MAKE REPAIRS AS NEEDED TO RESTORE OPERATION. 7.PERIODICALLY INSPECT FOR EROSION DAMAGE AND SEDIMENT. 12" MIN. 24" (±)SLOPE 6' (±) EARTHEN RIDGE CROSS SECTION SECTION A-A' NOT TO SCALE WASHOUT CONCRETE BERM 8' MIN. 10 mil PLASTIC LINING NOT TO SCALE PLAN 8' MIN. A A' BERM AROUND PERIMETER 12" WIDE MINIMUM BERM AROUND PERIMETER 12" WIDE MINIMUM 2 FEET DEEP MINIMUM 2' MIN. NATURAL GROUND LATH AND FLAGGING ON 3 SIDES LATH AND FLAGGING ON 3 SIDES 10 mil PLASTIC LINING TEMPORARY EROSION CONTROL INLET & BASIN PROTECTION DETAIL 4 x 4 POST FRONT VIEW 24" MIN. 4' SIDE VIEW COMPACTED BACK FILL AROUND POST 24" MIN. POST "NPDES" PERMIT 4 x 4 POST 4' 1. MAILBOX SHALL CONTAIN THE FOLLOWING AT ALL TIMES: A) CITY APPROVED CONSTRUCTION PLANS B) DEQ APPROVED CONSTRUCTION PLANS C) ANY SITE INSPECTION FORMS 2. MAILBOX SHALL BE LOCKED AT ALL TIMES 13 1/2" 11 1/2" NOTES: 23 1/2" 2 - BOLTS 3 4" PRESSURE TREATED 2 x 6 2.THE STABILIZED CONSTRUCTION ENTRANCE LOCATED ON A DETOUR ROADWAY TO MEET THE MINIMUM PUBLIC ROAD RADII AND WIDTH REQUIREMENTS. 3.MINOR MODIFICATION TO THESE INSTALLATIONS MAY BE NECESSARY TO TEMPORARY STABILIZATION OF CONSTRUCTION ENTRANCE DETAIL 1.THE STABILIZED CONSTRUCTION ENTRANCE MAY REQUIRE PERIODIC TOP DRESSING OF 2" STONE, AS CONDITIONS DEMAND CONCTRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) TEMPORARY MAILBOX DETAILS NOTES: SOME INSTALLATIONS MAY BE BETTER SERVED BY PLACING THE SWALE & GRAVEL BERM ALL THE WAY AROUND THE STRUCTURE. GRAVEL BAGS DIRTY WATER DIRTY WATER CLEAN WATER GRATE CATCH BASIN COCONUT MAT OR OTHER APPROVED METHODS STABILIZED CONSTRUCTION ENTRANCE DETAILS TEMPORARY SWALE / DIVERSION DITCH CONCRETE WASHOUT DETAIL NO SCALE 8NO SCALE 5 NO SCALE 6 NO SCALE 10 NO SCALE 7 NO SCALE 9 3/4" (IN.) MINUS BEDDING PER SECTION 302 1. REMOVE ALL TRASH, DEBRIS, DUFF, AND MATERIALS WHICH COULD INTERFERE WITH THE INLET/BASIN PROTECTION FUNCTION PRIOR TO PLACEMENT AND ATERWARDS ON A DAILY BASIS AS NEEDED. 2. MINOR MODIFICATIONS TO THESE INSTALLATIONS MAY BE NECESSARY TO ACCOMMODATE FIELD CONDITIONS. 3. DIRECT RUNOFF DISCHARGED THROUGH INLET/BASIN PROTECTION THROUGH A FILTER BERM, SEDIMENT TRAPS, OR STABALIZED DISCHARGE AREA. 4. WHEN USING COCONUT MAT OR OTHER APPROVED METHODS ON INLET AND BASIN PROTECTION CONSULT THE MATERIALS SECTION PRIOR TO INSTALLATION. 5. GRAVEL FILTER OR FRAME WIRE MESH INSTALLATAIONS ARE INTENDED TO BE USED ON ANY STRUCTURE SURROUNDED BY PAVEMENT WITH OR WITHOUT CURBS. 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 SH E E T N U M B E R C - 9 . 1 SHEET IS NOT TO SCALE SHEET NAME: PROJECT DETAILS TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 REINFORCED CONCRETE PAVING TYPICAL SECTION 8" - CLASS 4000A CONCRETE SUB-GRADE EARTH COMPACTED TO 95% DRY DENSITY IN ACCORDANCE WITH THE GEOTECHNICAL REPORT 6" - 3 4 MINUS BASE AGGREGATE COMPACTED TO 95% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RE: ARCHITECTURAL PLANS FOR SCORING AND DECORATIVE CONCRETE REQUIREMENTS CONTROL JOINTS @ MAXIMUM 10' O.C. UNLESS OTHERWISE NOTED IN PLAN VIEW - SEE REINFORCED CONCRETE SLAB CONTROL JOINTS DETAILS EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.T.J.) #4 BARS @ 16" O.C.E.W. CENTER BARS IN SLAB www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING SIGN INSTALLATION DETAIL NO SCALE 42 LEGEND NO SCALE 3810" WIDE VERTICAL CURB NO SCALE 33 BOLLARD DETAIL NO SCALE 53 3.5' 2' 1.5' DIA. 6" STD. WT ROUND STEEL PIPE 66" LONG, FILLED WITH CONCRETE (2)- 2" STRIPES OF REFLECTIVE TAPE (RED & WHITE) NOTE: ALL STEEL SHALL BE PAINTED WITH A RUST RESISTANT PRIMER (RED). POST SHALL BE FIELD PAINTED WITH INDUSTRIAL MAINTENANCE COATING, COLOR (SAFETY BLUE) LRV 17% WELD BOLTS (OR OTHER) AT 4 POINTS, 4" ABOVE BOTTOM OF PIPE FOR CONCRETE ANCHOR. CONCRETE ISLAND (SEE DETAIL 38 THIS SHT) ACCESS ROAD PAVEMENT SECTION 10-25#30 #8 30-50 CLASS II PLANT MIX THREE SEPARATE STOCKPILES TWO COARSE AND ONE FINE (3 4" NOMINAL MAXIMUM SIZE) 3-9#200 0-8#200 PROCTOR DENSITY PROCTOR DENSITY SUBGRADE EARTH COMPACTED TO 95% STANDARD PROCTOR DENSITY COMPACTED TO 95% STANDARD 9.0" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE 18" DEPTH CRUSHED 2" MINUS AGGREGATE SUBBASE COURSE COMPACTED TO 95% STANDARD 5.0" CLASS II PLANT MIX PAVEMENT PG 58-28, 3 4" MIX DESIGN % PASSING 3/4" MINUS GRADATION AGGREGATE LEVELING COURSE 100 90-100 40-65 1" 3/4" #4 SIEVE % PASSING AGGREGATE SUBBASE 90-100 55-83 30-60 2" 1" #4 SIEVE 2" MINUS GRADATION NO SCALE 63 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 NOTES: 1. GRADE AND ALIGNMENT TO BE APPROVED BY THE ENGINEER. 2. 1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OF RADII. 3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS MAXIMUM 10 FEET. 4. MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ISPWC SPECIFICATIONS AND THE CITY. 5. BACKFILL AS PER ISPWC SPECIFICATIONS. 6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 7. ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLIC RIGHT OF WAY TO BE APPROVED AND ACCEPTED BY THE CITY. 8. CONCRETE MIX DESIGN PER ISPWC STANDARDS, 28 DAY STRENGTH 4000 PSI, AIR CONTENT 6.5% +-1.5% 1/2" RAD. 18" 8"2" 2" 10" 8" PAVEMENT 3" MIN. COMPACTED 3/4-INCH MINUS CRUSHED AGGREGATE BASE 0.20' 5' 0.03' 0.02' 0.07' 2'0.20' COMMON AREA HANDICAP RAMP NOTES: 1.5% (MAXIMUM) IN DIRECTION OF TRAVEL. LIMIT CROSS SLOPE ON SIDEWALKS 2%. 2.CROSS SLOPE ON RAMP MUST BE 1.5% ± 0.50% OR LESS. 3.HANDICAP RAMP CONCRETE THICKNESS TO BE 5" MIN. AND 5" OF 3/4" MINUS MIN. THICKNESS UNDER HANDICAP RAMP. 24" WIDE DETECTABLE DOMES 6'-0 " 2'-0" 5% MAX. DOWN LI P O F G U T T E R LANDSCAPE AREA 6' 6" CURB WALL 5' W I D E C O N C R E T E S I D E W A L K O R 10 ' P A V E D W A L K I N G P A T H 24" WIDE DETECTABLE DOMES 1 % M I N . 2 % M A X . 6" CURB WALL 8.33 % MAX . TO P B A C K O F C U R B LANDSCAPE AREA LA N D S C A P E A R E A LIP OF CURB BACK OF CURB BACK OF CURB SEE CURB DETAIL A 1:12 SECTION A-A 2% MAX MIN. 5" OF 3/4" AGGREGATE BASE BA C K O F 0.75" *a 5' MIN. RAMP0.75' CU R B 3.5" R RAMP TANGENT TO GUTTER RADIUS CURB DETAIL A 1:12 5" CONCRETE NO SCALE 39 NOTES: 1.DEMONSTRATES USING A WING OR CURB WALL 5' MIN. 5' W I D E C O N C R E T E S I D E W A L K O R 10' P A V E D W A L K I N G P A T H PARALLEL ADA RAMP PERPENDICULAR ADA RAMP 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 CONCRETE ISLAND END NO SCALE 72 7' 8" 20" 10" WIDE VERTICAL CURB (DETAIL 33 SHT C-9.1) EXPANSION-CONTRACTION JOINT LOCATION TOP OF SURFACING PLOWABLE END SECTION CONCRETE CLASS AA(AE) 3" MIN. OF 3/4" UNTREATED BASE COURSE TOP OF SURFACING FRONT VIEW PLAN VIEW END VIEW 2 14 ITEM NO.DESCRIPTION QTY. 1 CONTROL PANEL 1 2 ENCLOSURE, MARINE GRADE ALUMINUM, 2-DOOR 1 3 FILTER, AMIAD SAF-X 1500 1 4 FLOW METER 1 5 HARMONICS PANEL (OPTIONAL)1 6 HIGH PRESSURE SWITCH 1 7 HOSE BIB 1 8 LEVEL SENSOR/FLOAT SWITCH CAP 1 9 MODEM 1 10 PRESSURE GAUGE 2 11 PRESSURE TRANSDUCER 2 12 PUMP, SUBMERSIBLE 10 HP.1 13 PUMP, SUBMERSIBLE 2 HP.2 14 SKID, BENT 1 15 TRANSFORMER (OPTIONAL)1 16 UTILITY HEATER (OPTIONAL)1 17 VALVE, AIR RELIEF 2 18 VALVE, AIR RELIEF, FV-4 1 19 VALVE, BALL, SS 1 20 VALVE, BALL, SS 3 21 VALVE, BUTTERFLY, GROOVE, LEVER 1 22 VALVE, BUTTERFLY, GROOVE, LEVER 3 23 VALVE, BUTTERFLY, LUG, LEVER, 175 PSI 1 24 VALVE, BUTTERFLY, WAFER, GEAR-OP, NBE 2 25 VALVE, CHECK, GROOVED 1 26 VALVE, CHECK, GROOVED 2 27 VALVE, CHECK, NBE 1 28 VALVE, LAKE SCREEN SUPPLY 1 29 VALVE, PRESSURE RELIEF, ANGLED 1 85 3 4" NEC CLEARANCE SEE LOCAL CODES NEC CLEARANCE SEE LOCAL CODES 10912" 59 12" SUPPLY LINE 2" FILTER FLUSH LINE 8 4" DISCHARGE 15 INCOMING POWER 16 A A 48" OR 60" WELL (BY OTHERS) WELL ACCESS COVER DETAIL VIEW A-A 6 1110 7 2019 28 23 29 11 4 22 3 102427 3/4" DRAIN 18 25 21 12 JOCKEY PUMP 17 26 22 DUTY PUMP 13 4" MANIFOLD 1 PHASE 80 PSI POWER: DESIGN SPECIFICATIONS 230 VOLT / PRECISION PUMPING SYSTEMS (208) 323-5300 220 GPM @ MODEL #: DESIGN FLOW RATE: 18" 48" MIN. CLEARANCE FOR DOORS 1" BLOWOUT DROP PIPE GROOVED COUPLERS FILTER MAINT. PART NO: TITLE: PROJECT: MATERIAL B 1 OF 2SIZE:SCALE:DATE:SHEET: UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL:±1/8" ONE PLACE DECIMAL:±.10 TWO PLACE DECIMAL:±.05 DO NOT SCALE DRAWING NTSDRAWN: JWR PRECISION PUMPING SYSTEMS (208) 323-5300 PIPING: SKID: JOB: - - SERIES: ORION 2-SUBMERSIBLE W/FILTER, LEFT DISCHARGE 200-250 GPM 5 1 9 VIEW SHOWN WITHOUT CONTROL PANEL AND ENCLOSURE 112" LAKE SCREEN 0"74 " 76 " 79 " 0" 7" 15" 20" 27" 47" NEC CLEARANCE SEE LOCAL CODES 120" 10 8 " 46" 47 " 74" 61 " WELL ACCESS COVER OPTIONAL HARMONICS PANEL SUPPLY LINE 2" FILTER FLUSH LINE- TO WASTE WELL MUST BE FLUSH WITH PAD POWER CONDUIT DROP PIPE NEC CLEARANCE SEE LOCAL CODES 16" FILTER MAINT. RECOMMENDED CONCRETE PAD LAYOUT - 60" WELL 60" WET WELL (BY OTHERS) CONCRETE PAD CLEAR WATER SELF CLEANING LAKE SCREEN INTAKE PIPE FROM WATER SOURCE (BY OTHERS) 60" WET WELL (BY OTHERS) INTEGRATED PUMP STATION ENCLOSURE SUPPLY LINE (BY OTHERS) VAULT (BY OTHERS) 8' - 0 " M I N I M U M W A T E R L E V E L DROP PIPE RECOMMENDED VAULT LAYOUT (BY OTHERS) 112" LAKE SCREEN 112" LAKE SCREEN PART NO: TITLE: PROJECT: MATERIAL B 2 OF 2SIZE:SCALE:DATE:SHEET: UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL:±1/8" ONE PLACE DECIMAL:±.10 TWO PLACE DECIMAL:±.05 DO NOT SCALE DRAWING NTSDRAWN: JWR PRECISION PUMPING SYSTEMS (208) 323-5300 PIPING: SKID: JOB: - - SERIES: ORION 2-SUBMERSIBLE W/FILTER, LEFT DISCHARGE 200-250 GPM SH E E T N U M B E R C - 9 . 2 SHEET IS NOT TO SCALE SHEET NAME: PROJECT DETAILS TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 ORION 2-TURBINE W/FILER IRRIGATION PUMP NO SCALE 28 www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 SH E E T N U M B E R C - 9 . 3 SHEET IS NOT TO SCALE SHEET NAME: PROJECT DETAILS TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 5/8" DIA. BOLT STAINLESS STEEL STEM, 7/8" DIA. MIN. OR AS REQUIRED. PLACE STEM GUIDES WITH BRONZE BUSHING ACCORDING TO MFG'S RECOMMENDATIONS STOP BOLT NOTE: USE STAINLESS STEEL HARDWARE AND ANCHOR BOLTS H (MIN.) FLAT BACK HEAD GATE WATERMAN C-10 OR APPROVED EQUAL A 18" HANDWHEEL, MIN. WATERMAN TYPE 2-18 OR APPROVED EQUAL NOTE: 1. CONTRACTOR SHALL INSTALL THE HEAD GATE PER MANUFACTURER'S RECOMMENDATIONS 2. HEAD GATE REQUIRED IS A WATERMAN TYPE C-10 OR APPROVED EQUAL. CONTRACTOR SHALL SUBMIT SHAP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION. 3. ALL CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 4000 psi. 4. ELEVATIONS ARE CONTROLLED BY THE LOCATION OF THE POND. CONTRACTOR SHALL VERIFY ALL ELEVATIONS WITH PROJECT ENGINEER PRIOR TO POND OF INLET CONSTRUCTION. 5. DIMENSIONS ARE SUGGESTED. FIELD ADJUST DIMENSIONS OF OVERFLOW STRUCTURE TO FIT CONSTRUCTED POND CONDITIONS AS PER DIRECTION OF PROJECT ENGINEER. FLOW LINE OF PIPE OR APPROVED EQUAL 8" WATERMAN C-10 GATE 5.00' 5.00' 0.50' 0.50'0.50' 1.14' 0.64' 5.00' 5.00' 3.00' 1.15' 0.50'2.50' 5.00' 2.50' #4 BARS 24" O/C EACH WAY 0.83'0.83' 3.00' CANAL DITCH BOX W/ VALVE NO SCALE 31 8" PW EAGLE 200 PSI PVC IRRIGATION PURPLE PIPE8" PW EAGLE 200 PSI PVC IRRIGATION PURPLE PIPE www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING IRRIGATION PUMP FILTER BOX 52 1/2"52 1/2" 3 1/4" GRATE (STEEL) 6.0' 5' 2" 3' - 0" 3' - 0" 6" 2.5' 5' 2"2" 6" 6"6" 5' 2"2" FRONT SIDE TOP FLOW 6" 1'-6"1'-6" 1'-6"1'-6"2" 18" CONCRETE COLLAR FL O W FL O W 8" WATERMAIN C-10 GATE OR APPROVED EQUAL 3' - 0" CW600 - SELF CLEANING INTAKE SCREEN W. SEALED BEARING CW600 - SELF CLEANING INTAKE SCREEN W. SEALED BEARING 6' 3' - 0" 8" IRRIGATION MAIN NO SCALE 29 5' FLOW 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 4' 5' 4' 4'5' GRATE COVER SEWER ROCK FOR DRAINAGE (OLDCASTLE PRECAST) IRRIGATION BOX RISER SECTION GEOTEXTILE FILTER FABRIC MIN. 4" MIN.6" MIN.30" 1. TEE (FLG X MJ). 2. GATE VALVE (FLG X MJ). 4. NONWOVEN GEOTEXTILE. 5. 3/4" MINUS AGGREGATE BEDDING. 3. 3" WASHED DRAIN ROCK. NOTES: MATERIAL LIST: 7. DRAIN LINE FOR PRESSURE IRRIGATION SYSTEM. 6. VALVE BOX W/ "IRRIGATION" CAST IN LID. 8. NO. 12 AWG. COPPER FINDER WIRE (FOR PVC). SIDEWALK LANDSCAPE AREA RIBBON CURBCITY STREET SLOPE PRESSURE IRRIGATION DRAIN NO SCALE 25 1. DRAIN LINE MUST MAINTAIN POSITIVE SLOPE TO ALLOW FOR INTERSECTION OR AT THE LOT LINE BETWEEN ADJACENT PROPERTIES. 2. WRAP DRAIN ROCK WITH GEOTEXTILE FABRIC WITH A MINIMUM 1' OVERLAP. 3. PLACE LOCATOR WIRE DIRECTLY ABOVE PIPE. 4. DRAIN SHALL BE LOCATED AT ALL LOW SPOTS ALONG IRRIGATION MAINLINE. MATERIAL LIST 2" SERVICE: IRRIGATION WATER TO LAWN USED FOR IRRIGATION LINE CHARGING NOTES: 30 " M I N . PROFILE NTS PLAN NTS NON-POTABLENON-POTABLENON-POTABLE AND EVACUATION 30 " - 3 6 " 2"x4"x8' STUDPAINTED PURPLE NON-POTABLE WATER SERVICE FOR IRRIGATION (1 or 2-INCH) NO SCALE 27 1.MAIN IRRIGATION LINE PIPE. 2.2" SERVICE LINE (200 psi, SIDR-7). 3.27" x 40" STRUCTURAL FOAM HDPE VAULT W/ LID (RAINBIRD VB-MAX-H) OR APPROVED EQUIVALENT. 4.SADDLE W/CC THREADS 5.2" BALL VALVES (WATTS WBVC) OR APPROVED EQUIVALENT. 6.2"x1" BRASS TEE 7.2" BRASS 90° STREET ELBOW. 8."NON-POTABLE" TAG. 9.NO. 12 AWG. COPPER FINDER WIRE. 10.CORPORATION STOP (W/CC THREADS) (FORD F1001-4-G). 11.1" AND 2" PIPE NIPPLE (4" IN LENGTH). 1.PRESSURE IRRIGATION MAINLINE SHALL BE CLASS 200 MINIMUM, IRON PIPE SIZE, PURPLE IN COLOR (OR PURPLE MARKINGS)." 2.PRESSURE IRRIGATION SERVICE LINE SHALL BE 200 PSI, SIDR-7, PURPLE IN COLOR. 3.REFER TO SD-903 FOR RISER LOCATIONS. 4."NON-POTABLE" TAG TO BE CLEARLY VISIBLE ON VALVES. 5.ALL FITTINGS TO BE BRASS COMPRESSION WITH INSERTS. IRRIGATION SEDIMENT DRAIN BOX NO SCALE 27 1.MAIN IRRIGATION LINE PIPE. 2.1" SERVICE LINE (200 psi, SIDR-7). 3.18" x 24" STRUCTURAL FOAM HDPE VAULT W/ LID (CARSON 12201014) OR APPROVED EQUIVALENT. 4.SADDLE W/CC THREADS 5.1" BALL VALVES (WATTS WBVC) OR APPROVED EQUIVALENT. 6.1" BRASS TEE 7.1" BRASS 90° STREET ELBOW. 8."NON-POTABLE" TAG. 9.NO. 12 AWG. COPPER FINDER WIRE. 10.CORPORATION STOP (W/CC THREADS) (FORD F1001-4-G). 11.1" PIPE NIPPLE (4" IN LENGTH). MATERIAL LIST 1" SERVICE: 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 PC : 1 0 2 + 7 6 . 1 8 PT : 1 0 5 + 4 1 . 3 9 PC : 1 1 4 + 4 3 . 7 0 10 2 103 104 105 106 107 108 109 110 111 112 113 114 PT : 1 2 4 + 7 3 . 7 8 PC : 1 2 6 + 5 7 . 6 0 124 125 126 127 P T : 1 1 7 + 5 9 . 6 4 P C : 1 2 1 + 5 7 . 8 4 115 116 117 118 119 120 121 122 123 IR SH E E T N U M B E R C - 1 0 . 0 SHEET NAME: PROPOSED LANDSCAPE - UNIVERSITY BLVD STA. 102+00 - 126+00 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 UNIVERSITY BLVD. T A M A N A D R CONSTRUCTION ITEMS SE E S H E E T 11 4 + 5 0 TH I S S H E E T SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING LOT 2 BLOCK 1 M I K A N D R LOT 2 BLOCK 2 UNIVER S I T Y B L V D . SE E S H E E T 11 4 + 5 0 TH I S S H E E T 1 INCH = 80 FEET 1 INCH = 40 FEET 0 0 20 40 80 804020 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18") 54 55 DECIDUOUS TREES WITH A MINIMUM CALIPER OF TWO (2") INCHES AND A MAXIMUM SPACING OF THIRTY (30') FEET A MINIMUM OF FIVE (5), FIVE (5) GALLON CONTAINERS OF SHRUBS WITHIN EVERY THIRTY (30') FEET SECTION CONSTRUCTION NOTES COORDINATE IRRIGATION SYSTEM WITH AN LANDSCAPE ARCHITECT OR LANDSCAPE PROFESSIONAL FOR LAYOUT AND DESIGNS.22 54 TYP. 54 TYP. 54 TYP. 55 TYP.55 TYP. 55 TYP. 2222 22 56 GROUND COVER (CAN BE GRASS OR LANDSCAPE ROCK) 56 56 56 22 22 5655 TYP. 54 TYP. 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 2 3 4 5 6 7 8 9 10 10 AL G N - M I K A N D R ST A : 1 0 + 7 5 N: 7 7 7 9 5 9 . 8 4 E: 7 5 2 1 6 6 . 8 8 IR IR IR IR IR SHEET NAME: PROPOSED LANDSCAPE - MIKAN DR STA. 1+00 - 10+75 TAMANA FIELDS INTELLECTUAL PROPERTY NOTICE THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW. SHEET INFORMATION DESIGNER:MQ CREATED: REVIEWER: LAST REVISED: REVISIONS 05.05.2026 OKC DESCRIPTIONBYDATE# 1 2 3 4 U N I V E R S I T Y B L V D . CONSTRUCTION ITEMS SHEET KEY UNIVERSITY BLVD. M I K A N D R www.sunrise-eng.com TELEPHONE 208.234.0110 600 EAST OAK STREET, POCATELLO, ID 83201 ENGINEERING LOT 2 BLOCK 1 MIKAN DR LOT 2 BLOCK 2 SH E E T N U M B E R C - 1 0 . 1 LOT 3 BLOCK 1 LOT 4 BLOCK 1 LOT 1 BLOCK 2 1 INCH = 60 FEET 1 INCH = 30 FEET 0 0 15 30 60 603015 FULL SIZE SCALE (24"x36") HALF SIZE SCALE (12"x18") 54 55 DECIDUOUS TREES WITH A MINIMUM CALIPER OF TWO (2") INCHES AND A MAXIMUM SPACING OF THIRTY (30') FEET A MINIMUM OF FIVE (5), FIVE (5) GALLON CONTAINERS OF SHRUBS WITHIN EVERY THIRTY (30') FEET SECTION CONSTRUCTION NOTES COORDINATE IRRIGATION SYSTEM WITH AN LANDSCAPE ARCHITECT OR LANDSCAPE PROFESSIONAL FOR LAYOUT AND DESIGNS.22 56 GROUND COVER (CAN BE GRASS OR LANDSCAPE ROCK) TYP. 55 TYP. 22 56 54 TYP. 54 22 2222 56 55 TYP. 22 09.23.2026 09.23.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026 10.07.2026 OKC ADDRESSED CITY COMMENTS DATED 09.08.2026