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JAMES M. BLEVINS // \ I j \\� J A
DB 448, PG. 255
TAX PARCEL ID: 120993 / I IC 11"
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CHADWICK W. ELLER
DB 1252, PG. 758 I/
TAX PARCEL ID: 120990 ( k I \ \-
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20-ft. R/W and I ^� I_ �I/ \} I 930 L,LJ
Utility Easement
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PROPERTY INFORMATION:
PARCEL NUMBER: 120993
ZONING: HB
ACREAGE: 3.052
PROPERTY OWNER:
MILL AVENUE RE, LLC
802 NORTHERN SHORES LANE
GREENSBORO, NC 27455
PHONE: [phone]
EMAIL: [e-mail]
KEVIN JESSUP
DEVELOPER:
MAX LAND HOLDING, LLC
323 RIVERBEND DRIVE
ADVANCE, NC 27006
PHONE: [phone]
EMAIL: [e-mail]
ROBERT BALDWIN
ENGINEER:
ALLIED DESIGN, INC.
4720 KESTER MILL ROAD
WINSTON-SALEM, N.C. 27103
PHONE: [phone]
EMAIL: [e-mail]
STEVECAUSEY
GRADING AND EROSION CONTROL GENERAL NOTES
1. CUT SLOPES SHALL BE A MAXIMUM OF 2:1 UNLESS OTHERWISE SHOWN. FILL SLOPES SHALL BE
VICINITY MAP
A MAXIMUM OF 3:1 UNLESS OTHERWISE SHOWN.
NOT TO SCALE
2. REMOVE VEGETATION, TOPSOIL, DEBRIS, UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS,
AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW,
SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4
HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. PLACE AND COMPACT FILL
MATERIAL IN LAYERS TO REQUIRED ELEVATIONS.
EROSION CONTROL CONSTRUCTION SEQUENCE
2-12-13
3. PLACE BACKFILL AND FILL MATERIALS IN 8" LIFTS. COMPACT SOIL MATERIALS TO NOT LESS THAN
1.
OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM NCDEQ
THE FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT - STD. PROCTOR, ASTM D 698.
INSPECTIONS.
4. UNDER STRUCTURES, BUILDING SLABS & STEPS, SCARIFY AND RECOMPACT TOP 12" OF EXISTING
2.
CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION
SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL MATERIAL AT 98% DRY DENSITY.
CONFERENCE AND INSPECTION SCHEDULE.
5. UNDER PAVEMENTS, SCARIFY AND RECOMPACT TOP 12" OF EXISTING SUBGRADE AND COMPACT
SELFINSPECTION ----- EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING
EACH LAYER OF BACKFILL OR FILL MATERIAL AT 95% DRY DENSITY. AASHTO T99 MAY BE USED.
LAND -DISTURBING ACTIVITIES, LARGER THAN ONE (1) ACRE, MUST INSPECT THEIR
PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION
6. UNDER SIDEWALKS AND WALKWAYS, SCARIFY AND RECOMPACT TOP 6" BELOW SUBGRADE AND
IN WRITING ON APPROVED FORMS AVAILABLE FROM NCDENR INSPECTIONS OFFICE.
03
COMPACT EACH LAYER OF BACKFILL OR FILL MATERIAL AT 92% DRY DENSITY.
THE PHASES ARE AS FOLLOWS:
1.
INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2.
CLEARING AND GRUBBING OF EXISTING GROUND COVER.
'S
7. UNDER LAWN OR UNPAVED AREAS, SCARIFY AND RECOMPACT TOP 6" BELOW SUBGRADE AND
COMPACT EACH LAYER OF BACKFILL OR FILL MATERIAL AT 85% DRY DENSITY.
3.
4.
COMPLETION OF ANY PHASE OFN GRADING OF SLOPES OR FILLS.
INSTALLATION OF STORM DRAINAGE FACILITIES.
/
5.
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
8. ALL TRENCH BACKFILL SHALL BE COMPACTED TO THE REQUIREMENTS LISTED ABOVE FOR THE
6.
ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
OVERLYING CONDITION, WITH A MINIMUM COMPACTION OF 90% DRY DENSITY, UNLESS
EROSION.
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OTHERWISE DIRECTED BY THE ENGINEER.
3.
CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL
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9. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE FROM IRREGULAR SURFACE CHANGES.
MEASURES AS FOLLOWS:
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MEET COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
INDICATED. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW
B. TEMPORARY SEDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET
STRUCTURES [SKIMMERS] THAT ONLY WITHDRAW WATER FROM THE
GRADES. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING.
SURFACE OF THE BASIN, SHALL BE UTILILIZED. NO SEDIMENT TRAPS OR
S�
10. FILL MATERIAL FOR BACKFILL OF TEMPORARY SEDIMENT TRAPS SHALL BE KEPT ON -SITE, IN
ROCK DAMS ALLOWED.
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VICINITY OF TRAPS. TRAPS TO BE UNDERCUT AND BACKFILLED UPON STABILIZATION OF SITE
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AND WHEN APPROVED BY EROSION CONTROL INSPECTOR. PROVIDE STRUCTURAL FILL IN AREAS
OF PROPOSED BUILDING PADS AS DIRECTED BY GEOTECHNICAL ENGINEER.
D. TEMPORARY SILT FENCING
SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "CLEAN"
WATER DIVERSION) UPON COMPLETION OF CONSTRUCTION. SEE GROUND
(n
11. THE RETAINING WALL, INCLUDING ASSOCIATED DRAINAGE SYSTEMS SHALL BE DESIGNED AND
STABILIZATION CRITERIA BELOW FOR MORE INFORMATION.
CONSTRUCTED BY THE CONTRACTOR. THE PROPOSED RETAINING WALL SYSTEM SHALL BE OF
KEYSTONE/MODULAR TYPE AND APPROVED BY THE OWNER PRIOR TO START OF
4.
BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED.
>
DESIGN/CONSTRUCTION.
EARTHEN -MATERIAL STOCKPILES ON -SITE FOR LATER DISTRIBUTION AND/OR
>
REMOVAL, AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND
_
DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR
_
A1>
TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS (UNLESS IT CAN BE SHOWN THAT NO OTHER
ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN AREAS PROTECTED BY
GENERAL NOTES
EROSION CONTROL MEASURES.
5.
BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE
_ - - -
1. TOTAL SITE AREA = 3.05 ACRES.
WITH THE MAINTENANCE PLAN. INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS REQUIRED.
\
2. TOTAL DISTURBED AREA = 3.07 AC. (133,820 SF).
\
6.
INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE
\
3. ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE
INSTALLED TO THE POINT WHERE IT ENTERS EACH DEVICE. COMPLETION OF PIPING
\
TO REMAIN AND BE PROTECTED. ALL UTILITIES OR STRUCTURES DESIGNATED FOR
WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED STABLE BY THE
MODIFICATION SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION.
EROSION CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL INLETS AS
STORM DRAIN SYSTEM IS INSTALLED.
4. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED
GROUND STABILIZATION CRITERIA
UNDERGROUND UTILITIES AND PROPOSED UTILITY CROSSINGS. THE CONTRACTOR SHALL
EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND UTILITIES.
NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD
NECESSITATE DESIGN REVISIONS.
5. A YADKIN COUNTY INSPECTOR SHALL BE PRESENT WHEN TERMINATING WATER AND
SEWER CONNECTIONS. ALL CONSTRUCTION, MATERIALS, AND SANITATION PROCEDURES
SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NORTH CAROLINA PLUMBING CODE
AND THE YADKIN COUNTY STANDARDS, SPECIFICATIONS AND DETAILS.
6. NO SIGNAGE SHALL BE REMOVED TEMPORARILY OR PERMANENTLY FROM THE NCDOT
RIGHT-OF-WAY. SIGNAGE SHALL BE PROTECTED DURING ALL CONSTRUCTION ACTIVITIES.
ANY SIGNS DAMAGE DURING CONSTRUCTION SHALL BE REPAIR OR REPLACED AT
CONTRACTORS EXPENSE.
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OHU� STAGE 2 CONTROL CONSTRUCTION SEQUENCE
- - - - - _ _ _\ \ ,c2inir1Of� _ _ _ _/ / j / 1 ��I 1. CONTINUE SITE GRADING TO ACHIEVE PROPOSED FINISHED GRADES.
-- - - - - - tlE - _ - -- _ _ _ _ _ - - - - - �� �� \�\\ ` - ice_ �_ _ _ _ i/�' I I 2. CONTINUE TO MAINTAIN EXISTING MEASURES AND REMOVE ACCUMULATED SEDIMENT.
Co
- / NV=_ _ L _ CD_ 3. AS SITE IS GRADED, BEGIN INSTALLATION OF STORMDRAINAGE SYSTEM. INSTALL INLET
935 \ \ \ _ - 9 5EX.1.66i � %I r \ PROTECTION AROUND INLETS.
\ ` _--�- ----
4. INSTALL SITE UTILITIES.
5. COMPLETE FINE GRADING AND BEGIN BUILDING CONSTRUCTION.
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°tip HOOTS ROAD - S.R. 1150
120' PUBLIC RIGHT -OF -WAS' KEY NOTES
BRICK OR CONCRETE DROP INLET. NCDOT STANDARD 840.14 OR 840.15
\ WITH U.S. FOUNDRY 4139 FRAME AND 6429 GRATE.
\ I OB TEMPORARY WIRE AND STONE DROP INLET FILTER.
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O OC PIPE OUTLET STABILIZATION.
tiG
OD TEMPORARY SILT SACK.
\ 30
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, & SLOPES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH & ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES > 50 FEET
IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE
SLOPES FLATTER THAN 4:1
7. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE (AT APPROXIMATELY 45
DAYS PRIOR TO DEMOBILIZATION), THE FINANCIALLY RESPONSIBLE PARTY (OR THE
DESIGNEE) WILL NOTIFY NCDENR AND THE DESIGNATED EROSION CONTROL
INSPECTOR OF THEIR ANTICIPATED DATE TO LEAVE THE SITE. AN ON -SITE
INSPECTION WILL BE CONDUCTED PRIOR TO THE LEAVE DATE BY NCDENR AND THE
DESIGNATED EROSION CONTROL INSPECTOR TO MAKE CERTAIN ALL ACTION ITMES
HAVE BEEN ADDRESSED BY THE CONTRACTOR..
8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER
HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN
STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL
INSPECTION AND APPROVAL BY INSPECTOR.
EROSION CONTROL MAINTENANCE PLAN
2-12-13
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND
FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME
HAS REACHED 50% CAPACITY.
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE
WHEN DEPTH EXCEEDS APPROXIMATELY 05. REPAIR AND REPLACE SILT FENCE AS
NECESSARY.
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
CONSTRUCTION INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR
BERMS AS REQUIRED.
5. CONTRACTOR SHALL APPOINT AN ON -SITE INSPECTOR AND MAINTAIN RECORDS OF
INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES
STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES.
GRAPHIC SCALE
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STAGE 2
EROSION CONTROL
AND GRADING
PLAN
SHEET
U 1.2
( IN FEET )
1 inch = 30 ft.