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/ / / / I I ( \- - \ r v v A \vv- v Iv vvv v=___ _ v ��l//�=-vv �_r-�v- - // //i f 1 /, l l i r / �v vvv
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LEGEND
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0
SHEET MATCHLINE
PROPERTY LINE
ADJACENT PARCEL LINE
RIGHT-OF-WAY (ROW)
SETBACK
PARCEL LINE
FENCE LINE
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
CENTER LINE OF PAVEMENT
EASEMENT
OVERHEAD POWER LINE
OVERHEAD POWER STRUCTURE
FEMA 100 YEAR FLOODPLAIN
FEMA FLOODWAY
CREEK
POND
LANDSCAPE BUFFER
RETAINING WALL
CONTOURS
STORM PIPE
RIPRAP
TREELINE
I- - - STREAM BUFFER
/ / / / ' / ,] WETLANDS
i . / / /
CONCRETE SIDEWALK
LOT 37 PARCEL NUMBER AND PAD ELEVATION
PAD = 606.60
GRADING NOTES
TOPOGRAPHIC SURVEY & BOUNDARY VERIFICATION BY GPA PROFESSIONAL LAND
SURVEYORS, DATED JULY 2016.
ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REPRESENT THE TOP BACK OF CURB
ELEVATION UNLESS OTHERWISE NOTED.
EXISTING AND PROPOSED CONTOURS ARE AT ONE FOOT INTERVALS
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,
TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND
LIMITS OF DISTURBANCE.
CONTRACTOR TO COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
INSPECTOR AND NCDOT.
OWNER SHALL EMPLOY THE SERVICES OF AN INDEPENDENT TESTING LABORATORY (ITL)
TO DETERMINE THE SUITABILITY OF THE SOILS FOR INTENDED USE. CONTRACTOR SHALL
SCHEDULE THESE SERVICES. UNSUITABLE SOIL SHALL BE UNDERCUT AS DIRECTED BY
THE ITL, REPLACED, AND COMPACTED WITH APPROVED FILL MATERIAL.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, WRITTEN PERMISSION MUST BE
OBTAINED FROM AFFECTED PROPERTY OWNERS.
ALL CUT SLOPES ARE TO BE 2:1 MAXIMUM GRADE, UNLESS OTHERWISE NOTED IN PLANS
AND DETAILS.
IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON CURB.
CONTRACTOR TO COORDINATE ROOF DRAIN CONNECTIONS TO BUILDING WITH
ARCHITECTURAL PLANS.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL
WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE, INCLUDING ANY GRADING WORK PERFORMED IN THE RIGHT-OF-WAY.
THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY
GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS
OR SHEET OVERLAND.
THERE SHALL BE NO STANDING WATER BEFORE PERMANENT SEEDING OF PARCELS.
SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT
THIS DEVELOPMENT AS INDICATED ON SHEETS
ADA ACCESSIBLE ROUTE INSTRUCTIONS TO CONTRACTOR
ALL CURB RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH
THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990,
INCLUDING ALL SUPPLEMENTS AND REPLACEMENT DRAWINGS ISSUED THERETO. ALL
SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS -SLOPE OF 2.0% PER
FOOT.
THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE, INCLUDING ANY GRADING WORK PERFORMED IN THE RIGHT-OF-WAY.
LIMITS OF CLEARING SHOWN ON GRADING PLAN AS LIMITS OF DISTURBANCE ARE BASED
UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING
REQUIREMENTS.
SEE UTILITY PLANS FOR EASEMENT LOCATIONS.
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SHEET TITLE
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ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE 13-16-2017
DRAWN I HK
DESIGNED JW
CHECKED RC
PROJECT # CALATL1603
SHEET TITLE
GRADING AND
DRAINAGE PLAN
SHEET NUMBER
C-502

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SHEET TITLE
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NC LICENSE No. 033448
DATE 13-16-2017
DRAWN I HK
FEMA 100 YEAR FLOODPLAIN
CHECKED RC
PROJECT # CALATL1603
SHEET TITLE
BASIN 2 DETAIL
SHEET NUMBER
C-51 0
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SHEET NUMBER
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SHEET TITLE
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SHEET TITLE
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SHEET NUMBER
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DATE
13-16-2017
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CALATL1603
SHEET TITLE
STORM PROFILES
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2. CULVERT TO ALIGN WITH FIELD CONDITION STREAM BOTTOM.
CONTRACTOR TO MODIFY STREAM BOTTOM WHERE NECESSARY.
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DATE
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0+00
1+00
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0 10 20 40
1 INCH = 20 FEET
VERTICAL:
0 2.5 5 10
1 INCH= 5 FEET
2+00
obvill
061-141
570
3+00
NOTES
1. FOUNDATION AND HEADWALL TO BE A PART OF CULVERT DESIGN
COMPLETED BY MANUFACTURER WITH H-20 LOADING.
2. CULVERT TO ALIGN WITH FIELD CONDITION STREAM BOTTOM.
CONTRACTOR TO MODIFY STREAM BOTTOM WHERE NECESSARY.
3. REFER TO NCDOT STD. DETAILS 838.28 AND 838.80 FOR ADDITIONAL
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NC LICENSE No. 033448
DATE
13-16-2017
DRAWN
I HK
DESIGNED
JW
CHECKED
RC
PROJECT #
CALATL1603
SHEET TITLE
CULVERT PLAN
AND
PROFILE
SHEET NUMBER
C-602