HomeMy WebLinkAbout1.12 Roadway P&P & Access PlansPARCEL ID: 217918100681
PARCEL ID :217918100691
PARCEL ID: 217917200710
PARCEL ID: 217917300732
PARCEL ID :217918400720
NOTES:
1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS
MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. CONTRACTOR IS REQUIRED TO PERFORM
UTILITY LOCATES BEFORE START OF CONSTRUCTION. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE
SHALL CONTACT THE ENGINEER IMMEDIATELY.
2. EXISTING ROADWAY FROM 1+00 TO 62+00 ACCEPTABLE TO FIRE DEPARTMENT AND COUNTY STANDARDS.
3. EXISTING ROADWAY FROM 62+00 TO 91+00 TO BE IMPROVED TO A 20' WIDE ALL WEATHER ROADWAY TO MEET THE
MINIMUM LOADING STARDARDS OF THE FIRE DEPARTMENT.
4. PROPOSED ROAD SECTION TO BE 12" OF 3" MINUS SUB -GRADE MATERIAL TOPPED WITH 6" OF CLASS 6 ROADBASE. THIS
SECTION DESIGN TO BE CONFIRMED DURING CONSTRUCTION VIA GEOTECHNICAL REVIEW AND WATER TRUCK ROLE TESTING.
5. CONSTRUCTED ROADWAY AND EXISTING ROADWAY TO BE MAINTAINED YEAR ROUND BY OWNER FOR FIRE TRUCK, DELIVERY
TRUCK AND STAFF ACCESS.
6. EXISTING EASEMENTS PER RECEPTION NUMBERS 787615 (MAIN ACCESS, EAGLE SPRINGS RANCH ROAD) AND
820937 ALONG BOUNDARY WITH BEDROCK RESOURCES LLC. SECONDARY ACCESS). RECEPTION NUMBER 857779 FLEGEND
ALLOWS INGRESS, EGRESS AND TRAVEL OVER AND ACCESS THE EAGLE SPRINGS ORGANIC, LLC PROPERTY TO AND
FROM THE MEAT PROCESSING PLANT ON THE KEN SACK PROPERTY. PROPOSED ROAD IMPROVEMENTS
7. MAXIMUM SLOPE ALONG MAIN ACCESS ROAD 11.35% FROM STA: 9+08 TOP 10+37. ALL OTHER SLOPES UNDER
9% IN GRADE. ------------5560------------ EXISTING MAJOR CONTOUR
GRAPHIC SCALE 5562 EXISTING MINOR CONTOUR
60 0 30 60 120 240 EXISTING PROPERTY BOUNDARY
( IN FEET ) 1-1
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PPI
NOTES:
1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS 6. EXISTING EASEMENTS PER RECEPTION NUMBERS
787615 (MAIN ACCESS, EAGLE SPRINGS RANCH ROAD) AND
FLEGEND
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PARCEL ID:
MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES.
217918100681
CONTRACTOR IS REQUIRED TO PERFORM 820937 ALONG BOUNDARY WITH BEDROCK RESOURCES LLC. SECONDARY ACCESS). RECEPTION NUMBER 857779
THE ORGANIC,
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UTILITY LOCATES BEFORE START OF CONSTRUCTION. WHENEVER CONTRACTOR
DISCOVERS A DISCREPANCY IN LOCATIONS, HE ALLOWS INGRESS, EGRESS AND TRAVEL OVER AND
ACCESS EAGLE SPRINGS
LLC PROPERTY TO AND
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PARCEL ID :217918100691
SHALL CONTACT THE ENGINEER IMMEDIATELY.
FROM THE MEAT PROCESSING PLANT ON THE KEN SACK PROPERTY.
PROPOSED ROAD IMPROVEMENTS
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2. EXISTING ROADWAY FROM 1+00 TO 62+00 ACCEPTABLE TO FIRE DEPARTMENT
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PARCEL ID:
217917200710
9% IN GRADE.
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3. EXISTING ROADWAY FROM 62+00 TO 91+00 TO BE IMPROVED TO A 20' WIDE
ALL WEATHER ROADWAY TO MEET THE
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EXISTING MAJOR CONTOUR
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PARCEL ID :217918400720
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NOTES:
1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS 6. EXISTING EASEMENTS PER RECEPTION NUMBERS 787615 (MAIN ACCESS, EAGLE SPRINGS RANCH ROAD) AND
PARCEL ID: �1'�018100681 UTILITYALOCA FROM
BEFOREASTART OF (CONSTRUCTION.ASWHENEVERECONORACTORILDISCOVERSNARDSCREPANREQUIRED
4 NIRLOCATIONS,F�EM ALLOWS INGRESS, OEGRESSYANIDHTRAVE� OVERS�ND ACCESS THECEOAGLERSPRINGS ORGANIC, EP LONPROPERTY8T0 AND LEGEND
PARCEL ID : 217918100691 SHALL CONTACT THE ENGINEER IMMEDIATELY. FROM THE MEAT PROCESSING PLANT ON THE KEN SACK PROPERTY. PROPOSED ROAD IMPROVEMENTS
PARCEL ID : 217917200710 2. EXISTING ROADWAY FROM 1+00 TO 62+00 ACCEPTABLE TO FIRE DEPARTMENT AND COUNTY STANDARDS. 7. MAXIMUM SLOPE ALONG MAIN ACCESS ROAD 11.35 FROM STA: 9+08 TOP 10+37. ALL OTHER SLOPES UNDER
9% IN GRADE.
3. EXISTING ROADWAY FROM 62+00 TO 91+00 TO BE IMPROVED TOA 20' WIDE ALL WEATHER ROADWAY TO MEET THE------------5560------------ EXISTING MAJOR CONTOUR
PARCEL ID : 217917300732 MINIMUM LOADING STARDARDS OF THE FIRE DEPARTMENT. GRAPHIC SCALE 5562 EXISTING MINOR CONTOUR
PARCEL ID : 217918400720 4. PROPOSED ROAD SECTION TO BE 12" OF 3" MINUS SUB—GRADE MATERIAL TOPPED WITH 6" OF CLASS 6 ROADBASE. THIS so o so so azo zoo EXISTING PROPERTY BOUNDARY
SECTION DESIGN TO BE CONFIRMED DURING CONSTRUCTION VIA GEOTECHNICAL REVIEW AND WATER TRUCK ROLE TESTING.
5. CONSTRUCTED ROADWAY AND EXISTING ROADWAY TO BE MAINTAINED YEAR ROUND BY OWNER FOR FIRE TRUCK, DELIVERY
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NOTES:
1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS 6. EXISTING EASEMENTS PER RECEPTION NUMBERS 787615 (MAIN ACCESS, EAGLE SPRINGS RANCH ROAD) AND
PARCEL ID: �1'�018100681 UTILITYALOCA FROM
BEFOREASTART OF (CONSTRUCTION.ASWHENEVERECONORACTORILDISCOVERSNARDSCREPANREQUIRED
4 NIRLOCATIONS,F�EM ALLOWS INGRESS, OEGRESSYANIDHTRAVE� OVERS�ND ACCESS THECEOAGLERSPRINGS ORGANIC, EP LONPROPERTY8T0 AND LEGEND
PARCEL ID : 217918100691 SHALL CONTACT THE ENGINEER IMMEDIATELY. FROM THE MEAT PROCESSING PLANT ON THE KEN SACK PROPERTY. PROPOSED ROAD IMPROVEMENTS
PARCEL ID : 217917200710 2. EXISTING ROADWAY FROM 1+00 TO 62+00 ACCEPTABLE TO FIRE DEPARTMENT AND COUNTY STANDARDS. 7. MAXIMUM SLOPE ALONG MAIN ACCESS ROAD 11.35 FROM STA: 9+08 TOP 10+37. ALL OTHER SLOPES UNDER
9% IN GRADE.
3. EXISTING ROADWAY FROM 62+00 TO 91+00 TO BE IMPROVED TOA 20' WIDE ALL WEATHER ROADWAY TO MEET THE------------5560------------ EXISTING MAJOR CONTOUR
PARCEL ID : 217917300732 MINIMUM LOADING STARDARDS OF THE FIRE DEPARTMENT. GRAPHIC SCALE 5562 EXISTING MINOR CONTOUR
PARCEL ID : 217918400720 4. PROPOSED ROAD SECTION TO BE 12" OF 3" MINUS SUB—GRADE MATERIAL TOPPED WITH 6" OF CLASS 6 ROADBASE. THIS so o so so azo zoo EXISTING PROPERTY BOUNDARY
SECTION DESIGN TO BE CONFIRMED DURING CONSTRUCTION VIA GEOTECHNICAL REVIEW AND WATER TRUCK ROLE TESTING.
5. CONSTRUCTED ROADWAY AND EXISTING ROADWAY TO BE MAINTAINED YEAR ROUND BY OWNER FOR FIRE TRUCK, DELIVERY
TRUCK AND STAFF ACCESS. IN FEET )
1 inch = 60 ft.
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