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C4.0_EROSION & SEDIMENT CONTROL PLANRECEPTION 101 CONFERENCE 103 HR OFFICE 104 HR OFFICE 105 OFFICE 111 OFFICE 116 OFFICE 117 OFFICE 118 STORAGE 120 CONFERENCE 121TOILET 123 GALLEY 124FILES 125 HALL 109 WOMEN 107 HR OPEN OFFICE 106 CONFERENCE/ BOARDROOM 122 FILES 207 PAYROLL OFFICE 208 ACCOUNTING OFFICE 201 ACCOUNTING OFFICE 202 ACCOUNTING OFFICE 203 CONFERENCE 210 BREAK 211 IT 212 FILES 213 ACCOUNTING OPEN OFFICE 204 ELECTRICAL 221MEN 218 WOMEN 215 IT/SERVER 214 OFFICE 306 CONFERENCE 308 JANITOR 307 NAFCO OPEN OFFICES 304 OFFICE 303 RECEPTION 302 HUDDLE 401 RISER 402 COPY/WORK 126 OFFICE 112 MEN 108 PAYROLL OPEN OFFICE 206 OFFICE 408 FUTURE 406 CENTRAL FILES 404 CONFERENCE 405 MAINTENANCE 220OFFICE 310 OFFICE 411 CENTRAL RECEPTION 503 ON-LINE APPOINTMENTS 504 OFFICE 507 LOCKERS 508 TRAINING 509 BREAKROOM 513 LOBBY/HALL 501 OFFICE 502 MEN 511 WOMEN 510 UTILITY 512 WAITING 102 OFFICE 113 OFFICE 114 OPEN OFFICE 110 JANITOR 127 HALL 309 HALL 119 OPEN OFFICE 115 HALL 209 WAITING 301 JANITOR 217 LOUNGE 506 MOTHER 216 JOY DRIVE 409 LOUNGE 407 DIGITAL MARKETING 410 FILES 305 COPY/WORK/FILES 205 STORAGE 403 HALL 219 COPY/WORK 505 STAMP6213 N. Cloverdale Rd, Ste 125 Boise, Idaho 83713 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil BIDDING & PERMIT SETREVISIONS Architects and Planners, Chartered408 E. Parkcenter Blvd, Suite 205, Boise Idaho 83706DATE: PROJECT NO: SHEET: 1945TENANT IMPROVEMENTSKENDALL AUTO GROUP HEADQUARTERS06/30/2020 3449 E. COPPER POINT DRIVE MERIDIAN, IDAHO 83642654321 A B C D E A B C D E 61 C:\Users\rebecca\Documents\1945 AS BUILT R19 final_rebecca9D32Y.rvtC4.0 EROSION & SEDIMENT CONTROL PLAN Feet 0 20 40 These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date ID AHO IT IS THE RESPONSIBLE PERSON'S RESPONSIBILITY TO INSPECT ALL EROSION AND SEDIMENT CONTROL FACILITIES. AT A MINIMUM, INSPECTION SHALL OCCUR EVERY (7) SEVEN DAYS, AND AFTER STORM EVENTS GREATER THAN 0.25" OR GREATER, AND AT 24-HR INTERVALS DURING EXTENDED STORMS (0.25 INCHES OR GREATER IN RAINFALL). RESULTS OF INSPECTION AND ASSESSMENT SHALL BE RECORDED ON THE CONSTRUCTION SITE INSPECTION CHECKLIST INCLUDED IN APPENDIX A OF THE SWPPP OF WHICH THE EROSION & SEDIMENT CONTROL PLAN IS A PART OF. THE COMPLETED CHECKLIST SHALL BE AVAILABLE AT THE JOBSITE. ALL MEASURES WILL BE INSPECTED AND MAINTAINED IN GOOD WORKING ORDER. IF CONTROL MEASURES NEED TO BE REPAIRED, THE REPAIRS MUST OCCUR BEFORE THE NEXT STORM EVENT WHENEVER PRACTICAL. THE OPERATOR (CONTRACTOR) SHALL NOTIFY THE CITY OF MERIDIAN AND PROVIDE THE RESPONSIBLE PERSON AND THE CITY A REVISED EROSION AND SEDIMENT CONTROL PLAN PRIOR TO THE NEXT STORM EVENT WHENEVER PRACTICAL. RETAIN THIS EROSION AND SEDIMENT CONTROL PLAN AND DRAWING ON-SITE AT ALL TIMES AND AVAILABLE TO EPA, STATE, OR LOCAL OFFICIALS. ALL CONTROLS MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER SPECIFICATION AND GOOD ENGINEERING PRACTICES. EXISTING VEGETATION MUD TRACKING ROUGHENED SURFACE STRAW WATTLES BMP INSPECTION FREQUENCY RAINY NON-RAINY DAILY DAILY DAILY DAILY WEEKLY WEEKLY WEEKLY WEEKLY MAINTENANCE & REPAIR MEASURES PREVENT TRACKING & UNNECESSARY GRADING SWEEPING & VACUUMING AS REQUIRED ADJUST WATTLE LOCATIONS AS REQUIRED RE-ROUGHEN & DAMPEN AS NEEDED THE INSPECTION, MAINTENANCE AND REPAIR PROGRAM IS AS FOLLOWS: CONSTRUCTION ENTRANCE INLET PROTECTION SILT FENCE DAILY DAILY DAILY WEEKLY WEEKLY WEEKLY RE-INSTALL NEW ROCK AS REQUIRED ENSURE PROPER INSTALLATION - ADJUST AS NEEDED RE-ROUGHEN & DAMPEN AS NEEDED 1. FIRE HYDRANT FLUSHINGS - LIKELY TO OCCUR AT FIRE HYDRANT LOCATIONS. 2. LANDSCAPE IRRIGATION - LIKELY TO OCCUR AT LANDSCAPED AREAS. 3. WATERS USED TO WASH VEHICLES AND EQUIPMENT - LIKELY TO OCCUR ADJACENT TO CONSTRUCTION ENTRANCE IN A CONTAINED AREA. 4. WATERS USED TO CONTROL DUST - LIKELY TO OCCUR ON THE ENTIRE SITE PRIOR TO PAVING AND PLACEMENT OF RECYCLED ASPHALT ROTOMILLINGS. 5. POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGS - LIKELY TO OCCUR AT WATER MAIN BLOW OFF LOCATIONS. 6. PAVEMENT WASH WATERS - LIKELY TO OCCUR IN PAVED AREAS. PAVEMENT WASH WATERS SHALL BE PRETREATED FOR SEDIMENT PRIOR TO DISCHARGE TO RECEIVING FACILITY. 7. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE - LIKELY TO OCCUR ADJACENT TO THE AIR CONDITIONER UNITS ALONG THE NORTH SIDE OF THE BUILDING. STORM DRAIN INLET PROTECTION (CATCH BASIN INSERTS) FIBER WATTLES SILT FENCE LIMIT OF CONSTRUCTION STABILIZED CONSTRUCTION ENTRANCE FINISHED GRADE CONTOUR EXISTING GRADE CONTOUR DOWNWARD SLOPE OF FINISHED GRADE DOWNWARD SLOPE OF EXISTING GRADE 208.867.3954 BOISE, IDAHO 83713 6213 N. CLOVERDALE RD. STE 125 ERICKSON-CIVIL, INC. ROSS ERICKSON, P.E.PLAN RESPONSIBLE PERSON PREPARER (CON04-00192) 1. ALL INSPECTIONS REQUIRE A 24-HOUR NOTICE PRIOR TO THE SCHEDULED INSPECTION TIME. 2. THE GENERAL CONTRACTOR SHALL MAKE ANY REQUIRED NOTIFICATIONS LEAST 24-HOURS PRIOR TO BEGINNING EARTH WORK OR AS OTHERWISE REQUIRED BY EPA 2012 CGP. 3. NO DISCHARGE TO THE EXISTING STORM DRAIN SYSTEM SHALL BE PERMITTED UNTIL THE FINAL SITE LANDSCAPING, AND ALL SLOPE STABILIZATION MEASURES ARE COMPLETE. 4. GENERAL CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE STORM WATER POLLUTION PREVENTION PLAN, WHICH INCLUDES THIS EROSION AND SEDIMENT CONTROL PLAN SHEET, THROUGHOUT THE DURATION OF CONSTRUCTION. 5. ERICKSON CIVIL, INC. SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR MISUSE OF THIS PLAN. 6. CONTRACTOR SHALL POST ALL REQUIRED NOTICES AND SIGNAGE. 7. CLEARING, GRUBBING, AND FOUNDATION EXCAVATION SHALL BE LIMITED TO THE BOUNDARIES OF ACTIVE CONSTRUCTION AS SHOWN ON THE EROSION & SEDIMENT CONTROL DRAWING. SURROUNDING AREAS OF EXISTING VEGETATION WILL BE PROTECTED IN CONFORMANCE WITH THE PRESERVATION OF EXISTING VEGETATION BEST MANAGEMENT PRACTICE (BMP). 8. FINAL STABILIZATION IS REQUIRED THROUGH THE USE OF PERMANENT LANDSCAPE PLANTINGS, LAWN, AND HARDSCAPES. 9. WHERE SOIL IS EXPOSED DURING GRADING, ROUGHEN THE SURFACE OF THE EXPOSED SOIL BY DRIVING TREAD EQUIPMENT PERPENDICULAR TO THE SLOPE. AFTER WHICH, THE SOIL SHOULD BE LIGHTLY COATED WITH WATER TO SEAL THE ROUGHENED SURFACE. 10. GENERAL CONTRACTOR SHALL PLACE SILT FENCE AND INLET PROTECTION AS SHOWN FOR THE ENTIRE DURATION OF THE CONSTRUCTION ACTIVITY. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF THE BMP'S AND SHALL MODIFY THE PLAN AS REQUIRED TO ENSURE COMPLIANCE WITH EPA STANDARDS. 11. MUD TRACKING ONTO THE STREET SHALL BE CLEANED BY HAND DAILY. IF SEVERE TRACKING DOES OCCUR, STREET SWEEPING AND VACUUMING SHALL BE PROVIDED BY GENERAL CONTRACTOR. 12. WIND EROSION CONTROLS SHALL BE APPLIED AS NECESSARY TO PREVENT NUISANCE DUST. THE SOIL STABILIZATION BMP'S SELECTED FOR THE PROJECT SHALL ALSO PROVIDE WIND EROSION CONTROL BENEFITS. EXCESS EXCAVATED MATERIALS WILL BE HAULED OFF-SITE, AND PROPERLY DISPOSED OF BY THE GENERAL CONTRACTOR. 13. WASHOUT FROM CONCRETE EQUIPMENT SHALL BE LOCATED AS SHOWN ON THE SWPPP DRAWING. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETED, THE CONCRETE WASTE SHALL BE REMOVED FROM THE WASHOUT AREA AND DISPOSED OF PROPERLY OFFSITE BY GENERAL CONTRACTOR. 14. ALL WASTE MATERIALS SHALL BE COLLECTED AND TRANSPORTED OFF-SITE FOR PROPER DISPOSAL. ALL TRASH SHALL BE COLLECTED AT THE END OF EACH BUSINESS DAY. NO WASTE CONSTRUCTION MATERIALS SHALL BE LEFT ON-SITE FOR DURATION OF MORE THAN TWENTY FOUR HOURS, EXCEPT FOR WOOD AND FRAMING WASTE. WASTE SHALL BE STOCKPILED SO THAT WASTE IS NOT SCATTERED. WASTE SHALL BE COLLECTED AT THE END OF THE FRAMING ACTIVITY. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. 15. ALL HAZARDOUS WASTE MATERIAL SHALL BE PROPERLY IDENTIFIED AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS ON A WEEKLY BASIS. THESE PRACTICES ARE TO BE USED TO REDUCE THE RISK ASSOCIATED WITH HAZARDOUS MATERIALS: A. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE-SEALABLE. B. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE RETAINED ONSITE. C. NO SURPLUS OF PRODUCTS WILL BE DISPOSED OF ONSITE. 16. IN ALL CASES TRAINED PERSONNEL UNDER DIRECTION OF THE GENERAL CONTRACTOR WILL PERFORM THE CLEANUP. IF A SPILL CANNOT BE CONTAINED BY OPERATING PERSONAL, CALL THE HAZARDOUS MATERIAL TEAM AT 911. 17. NO SANITARY WASTE SHALL BE DEPOSITED AT WORK SITE. THE GENERAL CONTRACTOR SHALL RENT AND MAINTAIN A PORT-O-POTTY FOR THE CONSTRUCTION SITE. 18. GENERAL CONTRACTOR SHALL POST A SIGN OR OTHER NOTICE NEAR THE MAIN ENTRANCE OF THE CONSTRUCTION SITE. THE SIGN MUST CONTAIN A COPY OF THE NOI, NAME AND PHONE NUMBER OF THE CONTACT PERSON FOR SCHEDULING AN EROSION AND SEDIMENT CONTROL PLAN/SWPPP VIEWING TIME, AND THE LOCATION OF THE EROSION AND SEDIMENT CONTROL PLAN/SWPPP. 19. FILE A "NOTICE OF INTENT" WITH EPA FOR ALL SITES THAT ARE 1 ACRE OR GREATER OR LOCATED IN A COMMON AREA OR DEVELOPMENT WHICH IS 1 ACRE OR MORE. 20. AN INDIVIDUAL WHO HAS ATTENDED AN EPA APPROVED EROSION AND SEDIMENT CONTROL/SWPPP TRAINING PROGRAM MUST BE IN CHARGE OF THE EROSION AND SEDIMENT CONTROL PLAN (ESCP). THIS PERSON SHALL BE IN CHARGE OF ESCP AT ALL TIMES DURING EACH PHASE OF THE CONSTRUCTION AND UNTIL PERMIT IS CLOSED. 21. PERIMETER CONTROLS WILL BE INSTALLED ALONG LOW PROPERTY LINES TO PREVENT SEDIMENT FROM BEING TRANSPORTED OFF-SITE AT ANY LOCATION WHERE SEDIMENT-LADEN RUN-OFF MAY EXIT THE PROPERTY. ANY SEDIMENT TRANSPORTED OFF-SITE TO ROADS OR ROAD RIGHTS-OF-WAY INCLUDING DITCHES SHALL BE REMOVED. ANY DAMAGE TO DITCHES SHALL BE REPAIRED AND STABILIZED TO ORIGINAL CONDITION. 22. GRADING SHALL NOT IMPAIR SURFACE DRAINAGE, CREATE AN EROSION HAZARD OR CREATE A SOURCE OF SEDIMENT TO ANY ADJACENT WATERCOURSE OR PROPERTY OWNER. 23. CONSTRUCTION RAMPS SHALL NOT BE PLACED IN A MANNER AS TO INTERFERE WITH OR BLOCK THE PASSAGE OF STORM WATER RUNOFF. 24. NO MATERIALS OR SUPPLIES SHALL BE PLACED ON THE PUBLIC RIGHTS-OF-WAY (STREETS OR SIDEWALKS) UNLESS PERMITTED BY THE APPROPRIATE JURISDICTION. 25. CONTROL MEASURES (APPROVED-BEST MANAGEMENT PRACTICES) SHALL BE IN PLACE DURING CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING STORM WATER INLET STRUCTURES DOWNSTREAM FROM THE PROPERTY. 26. GENERAL CONTRACTOR SHALL IMPLEMENT CONTROL MEASURES FOR THE DISPOSAL OF CONSTRUCTION AND BUILDING WASTE, PAINT, DRY WALL WASTE AND COMPOUNDS AND OTHER CHEMICALS USED DURING CONSTRUCTION. 27. EQUIPMENT AND VEHICLE WASHING OPERATIONS DURING CONSTRUCTION MUST BE IN AN AREA SPECIFICALLY DESIGNATED BY THE OWNER/GENERAL CONTRACTOR. PRESSURE WASHING OF DRIVEWAYS, SIDEWALKS, STREETS OR GUTTERS IS PROHIBITED UNLESS APPROVED MEASURES ARE USED TO PREVENT SEDIMENT OR POLLUTED WATER FROM ENTERING THE STORM WATER SYSTEM. 28. PORTABLE TOILETS, MATERIAL AND WASTE CONTAINERS SHALL NOT BE PLACED ON A STREET OR SIDEWALK OR LOCATED NEXT TO A STORM WATER INLET STRUCTURE. TOILETS, MATERIAL AND WASTE CONTAINERS SHALL BE LOCATED IN A DESIGNATED AREA; IN A MANNER THAT WILL NOT POSE A POTENTIAL RISK OF POSSIBLE DISCHARGE TO THE STORM DRAIN SYSTEM. 29. ALL TEMPORARY AND PERMANENT STABILIZATION SHALL OCCUR IN ACCORDANCE WITH 2012 CGP § 3.2 AND 2.2.1.3.C. TEMPORARY OR PERMANENT STABILIZATION OF THE CONSTRUCTION SITE SHALL BE COMPLETED TO THE SURFACE OF ALL DISTURBED AREAS NOT ACTIVELY UNDER CONSTRUCTION. PERMANENT SITE STABILIZATION MUST OCCUR WITHIN 7 DAYS OF REMOVAL OF TEMPORARY MEASURES UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE BY CONTRACTOR WITH THE EPA AS APPROPRIATE. 30. SWALES OR OTHER AREAS THAT TRANSPORT CONCENTRATED FLOW SHALL BE STABILIZED WITH AN APPROVED BMP. 31. THE GENERAL CONTRACTOR'S RESPONSIBLE PERSON SHALL ADAPT/MODIFY THE EROSION AND SEDIMENT CONTROL PLAN / STORM WATER POLLUTION PREVENTION PLAN AS REQUIRED, INCLUDING ADDITIONAL BMP IMPLEMENTATION, IN ORDER TO COMPLY WITH THE EPA'S STANDARDS AND REQUIREMENTS. 32. GENERAL CONTRACTOR SHALL SHALL INSTALL SILT FENCE AROUND STOCKPILED MATERIALS AND BE ORIENTED IN A MANNER TO MINIMIZE EROSION. 33. STOCKPILED MATERIALS THAT SIT FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY STABILIZED BY GENERAL CONTRACTOR. 34. SEE STORMWATER POLLUTION PLAN PREVENTION MANUAL FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 35. STORMWATER MANAGEMENT FOR THE PROPOSED SITE SHALL RETAIN, PRETREAT AND DISPOSE OF STORMWATER RUNOFF ENTIRELY ON-SITE. 36. EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 37. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. 38. CONTRACTOR SHALL PROTECT EXISTING INLET(S) FROM SEDIMENTATION AND DEBRIS DURING CONSTRUCTION. INSTALL DANDY BAG (OR AN APPROVED EQUIVALENT) CATCH BASIN INSERTS. CLEAN AND MAINTAIN PER EROSION AND SEDIMENT CONTROL PLAN NARRATIVE AND MANUFACTURER'S STANDARDS, RE: C7.0-3. 39. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 40. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 41. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, ADJACENT OPEN WATER SURFACES OR VIOLATE APPLICABLE WATER STANDARDS. 42. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 43. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 44. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 45. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 46.STOCKPILED TOPSOIL NOTES: A. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31, RE: C1.4-2. B. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. 47. SEE CONSTRUCTION PLANS FOR FINAL LOCATIONS OF SITE IMPROVEMENTS. TO BE DETERMINED UPON AWARD OF CONTRACT 1. ECO PAN OR EQUAL WASHOUT AREA FOR CONCRETE, APPLICATORS, CONTAINERS USED FOR PAINT AND OTHER CONSTRUCTION MATERIALS. 2. PORTABLE TOILET. 3. JOB TRAILER - RELOCATE AS REQUIRED. X CIVIL ENGINEER ERICKSON CIVIL, INC. PROJECT MANAGER - ROSS ERICKSON P.E. 6213 N. CLOVERDALE ROAD SUITE 125 BOISE, IDAHO 83712 TELE: (208) 846-8955 CELL: (208) 867-3954 ROSS@ERICKSONCIVIL.COM CITY OF MERIDIAN BUILDING DEPARTMENT 33 E, BROADWAY AVE. MERIDIAN, ID 83642 TELE: (208) 887-2211 PARCEL INFO. AREA = 0.902 ACRES PARCEL # R151100050 T.4N R.1W SEC 27 LOT 5 BLK 1 COLEMAN SUBDIVISION N. TEN MILE RD. MERIDIAN, ID 83642 1 PROJECT SITE S. EAGLE RDE. OVERLAND RD. EXISTING PAVED SITE ENTRANCEEXISTING PAVED SITE ENTRANCE EXISTING PAVED SITE ENTRANCE EXISTING PAVED SITE ENTRANCE EXISTING PAVED SITE ENTRANCE 1 3 07/01/2020