NCC221127_Site Plan or Location Map (3)_20220322

GRADING PLAN NOTES:
1. REFER TO SPOT ELEVATIONS AND PROPOSED CONTOURS
SHOWN ON PLANS, SLOPES ACROSS SANITARY SEWER
EASEMENT SHALL NOT BE STEEPER THAN 3:1.
2. CONSTRUCT AND MAINTAIN ALL EROSION AND
SEDIMENTATION CONTROL PRACTICES AND MEASURES IN
ACCORDANCE WITH THE APPROVED EROSION & SEDIMENT
CONTROL PLAN AND CONSTRUCTION SCHEDULE.
J. REMOVE GOOD TOPSOIL FROM AREAS TO BE GRADED AND
FILLED, AND PRESERVE IT FOR USE IN FINISHING THE
GRADING OF ALL CRITICAL AREAS
4. SCARIFY AREAS TO BE COVERED WITH TOPSOIL TO A
MINIMUM DEPTH OF 2 INCHES BEFORE PLACING TOPSOIL.
5. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE
TREES, VEGETATION, ROOTS, OR OTHER OBJECTIONABLE
MATERIAL THAT WOULD AFFECT THE PLANNED STABILITY
OF THE FILL.
6. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH,
RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND
OTHER MATERIALS INAPPROPRIATE FOR CONSTRUCTING
STABLE FILLS
Z PLACE ALL FILL IN LAYERS NOT TO EXCEED 8 INCHES IN
THICKNESZ AND COMPACT THE LAYERS AS REQUIRED TO
REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER
RELATED PROBLEMS
& SLOPES STEEPER THAN 3:1 WILL BE STABILIZED WITH
PERMANENT SOIL REINFORCING MATTING, NAG P300
SPECIFICATION OR EQUIVALENT.
9. PLACEMENT OF FILL MATERIAL MUST BE CONDUCTED
UNDER THE OBSERVATION OF A QUALIFIED LICENSED
GE07ECHNICAL ENGINEER.
10. DO NOT INCORPORATE FROZEN MATERIAL OR SOFT,
MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL
SLOPES
11. DO NOT PLACE FILL ON A FROZEN FOUNDATION, DUE TO
POSSIBLE SUBSIDENCE AND SLIPPAGE.
12. KEEP DIVERSIONS AND OTHER WATER CONVEYANCE
MEASURES FREE OF SEDIMENT DURING ALL PHASES OF
DEVELOPMENT.
13 HANDLE SEEPS OR SPRINGS ENCOUNTERED DURING
CONSTRUCTION IN ACCORDANCE WITH APPROVED
NCDEQ-LAND QUALITY METHODS (PRACTICE 6.81,
SUBSURFACE DRAIN).
14. PERMANENTLY STABILIZE ALL GRADED AREAS
IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON
EACH AREA IN THE GRADING PLAN. APPLY TEMPORARY
STABILIZATION MEASURES ON ALL GRADED AREAS WHEN
WORK IS TO BE INTERRUPTED OR DELAYED FOR 14
WORKING DAYS OR LONGER.
15. ENSURE THAT TOPSOIL STOCKPILES, BORROW AREAS, AND
SPOIL AREAS ARE ADEQUATELY PROTECTED FROM
EROSION WITH TEMPORARY AND FINAL STABILIZATION
MEASURES INCLUDING SEDIMENT FENCING AND
TEMPORARY SEEDING AS NECESSARY.
16. MAINTENANCE.• PERIODICALLY CHECK ALL GRADED AREAS
AND THE SUPPORTING EROSION AND SEDIMENTATION
CONTROL PRACTICES, ESPECIALLY AFTER HEAVY
RAINFALLS
1 Z PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND
OTHER WATER -DISPOSAL PRACTICES IF WASHOUTS OR
BREAKS OCCUR, REPAIR THEM IMMEDIATELY.
18 PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE
THEY BECOME SIGNIFICANT GULLIES IS AN ESSENTIAL
PART OF AN EFFECTIVE EROSION & SEDIMENT CONTROL
PLAN.
19. UPON COMPLETION OF EARTHWORK ACTIVITIES THE
RECORD ENGINEER AND THE TOWN OF WENDELL MUST BE
PROVIDED A FINAL GRADING REPORT THAT INCLUDES
CORRESPONDING COMPACTION TEST RESULTS AND
CERTIFICATIONS OF THE TYPES OF FILL MATERIAL AND ITS
PROPER PLACEMENT.
STAGE 1 GRADING NOTES:
1. FOR STAGED GRADING PLAN, SEE SHEET CZ I - STAGE 1
EROSION & SEDIMENT CONTROL PLAN.
2. STAGE 1 GRADING IS FOR BUILDING PAD AND TEMPORARY
DAYLIGHT ONLY,• FINAL GRADING SHALL COMMENCE AFTER
BUILDING CONSTRUCTION HAS STARTED.
3. REFER TO OVERALL GRADING PLAN AND EROSION AND
SEDIMENT CONTROL PLAN NOTES
4. REFER TO FINISHED FLOOR ELEVATION OF NEW BUILDING
AND PROPOSED CONTOURS SHOWN ON SHEET CZ I.
5. ONLY INSTALL APPROX. 80 LINEAR FEET OF PERMANENT
CORR. PLASTIC PIPE ON DESIGN SLOPE, GRADE
TEMPORARY CHANNEL TO PRE -FORMED SCOUR HOLE AND
INSTALL SCOUR HOLE AS SHOWN ON STAGE 1 AND FINAL
GRADING PLAN.
6. SLOPES STEEPER THAN 3:1 WILL BE STABILIZED WITH
TEMPORARY MATTING, NAG P150 SPECIFICATION OR
EQUIVALENT.
Z STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER STAGE
1 GRADING IS COMPLETED ON EACH AREA IN THE
GRADING PLAN. APPLY TEMPORARY STABILIZATION
MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE
INTERRUPTED OR DELAYED FOR 14 WORKING DAYS OR
LONGER.
SPILL -OUT GUTTER PLAN
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NOT TO SCALE
(1.65 SFT PER LF)
*BARS NOT APPLICABLE OUTSIDE
CF PUBLIC RIGHT-OF-WAY
CURB & GU T TER
MARTIN POND ROAD
IMPROVEMENT BY OTHE S-- / k »RCP
N ASH WENDELL FALLS, LLC
DB-15478 PAGE-1623 /
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DB-15478 PAGE-1623 /
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WEND FALLS PARKWA'
RIABLE WIDTH PUBLIC R/W
BM-2008 PAGE 1602
ROY EUGENE RICHARDSON
DB-17643 PAGE-913
BM-2019 PAGE 1738
ZONING: RA
I HEREBY CERTIFY THAT THIS PLAN WAS
APPROVED BY THE (ADMINISTRATOR) OR (TRC) OF
THE TOWN OF WENDELL ON THE DAY OF
20
ADMINISTRATOR
0 15 30 60
Feet
1"=30'
( D
CmSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
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VERT. SCALE: N/A
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CHECKED BY- HSR
PROJECT NO.: 21- 0559
Sheet C4.0
Sheet No. 5 t1F 21