C4.0_EROSION & SEDIMENT CONTROL PLANRECEPTION
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CONFERENCE
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HR OFFICE
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HR OFFICE
105
OFFICE
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OFFICE
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OFFICE
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OFFICE
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STORAGE
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CONFERENCE
121TOILET
123
GALLEY
124FILES
125
HALL
109
WOMEN
107
HR OPEN OFFICE
106
CONFERENCE/
BOARDROOM
122
FILES
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PAYROLL OFFICE
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ACCOUNTING
OFFICE
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ACCOUNTING
OFFICE
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ACCOUNTING
OFFICE
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CONFERENCE
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BREAK
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IT
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FILES
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ACCOUNTING
OPEN OFFICE
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ELECTRICAL
221MEN
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WOMEN
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IT/SERVER
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OFFICE
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CONFERENCE
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JANITOR
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NAFCO OPEN
OFFICES
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OFFICE
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RECEPTION
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HUDDLE
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RISER
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COPY/WORK
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OFFICE
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MEN
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PAYROLL OPEN
OFFICE
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OFFICE
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FUTURE
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CENTRAL FILES
404
CONFERENCE
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MAINTENANCE
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OFFICE
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CENTRAL
RECEPTION
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ON-LINE
APPOINTMENTS
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OFFICE
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LOCKERS
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TRAINING
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BREAKROOM
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LOBBY/HALL
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OFFICE
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MEN
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WOMEN
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UTILITY
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WAITING
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OFFICE
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OFFICE
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OPEN OFFICE
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JANITOR
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HALL
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HALL
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OPEN OFFICE
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HALL
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WAITING
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JANITOR
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LOUNGE
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MOTHER
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JOY DRIVE
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LOUNGE
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DIGITAL
MARKETING
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FILES
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COPY/WORK/FILES
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STORAGE
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HALL
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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
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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
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