SW4220602_Plansheet C0.1 - Notes_20220713

SURVEY LEGEND
PROPOSED LEGEND
GENERAL NOTES:
BENCHMARK O NEW IRON PIPE
© CA TCH BASIN
©
POWER PEDESTAL
© CLEAN OUT
POLE
DI DROP INLET
Q
SANITARY MANHOLE
0 ELECTRIC MANHOLE
G
SHRUB
© GAS MANHOLE
_U_
SIGN
GV
GAS VALVE
QD
STORM DRAINAGE MANHOLE
® GAS METER
T❑
TELEPHONE PEDESTAL
HYDRANT
TREE
O EXISTING IRON PIPE
O
WA TER METER
✓UNCTION BOX
O
WATER MANHOLE
LAMP
®
WA TER VAL VE
CMB MAILBOX
O
WELL
❑p MONUMENT
COMPUTED POINT
AD✓OINER LINE --------------
UTILITY EASEMENT -ESMT-
- -ESMT- - -
FENCE LINE
X
X
LINE SURVEYED
OVERHEAD POWER
OH
OH
RAILROAD TRACKS
RIGHT OF WA Y
- -
- -
SANITARY SEWER
S
S
STORM SEWER
§B
§B
TREE LINE
WA TER LINE
W
W
DEMOLITION LEGEND
TO BE REMOVED
TO BE REMOVED
EROSION CONTROL LEGEND
MANHOLE
HYDRANT
WATER METER •
WATER VALVE 9
CLEANOUT
INLET ■
TEE I
90` BEND I-
45` BEND
GUARDRAIL -❑ ❑
STORM PIPE
SF
TEMPORARY
SILT FENCE
TEB >
TEMPORARY
EARTH BERM
PEB >
PERMANENT
EARTH BERM
SD
TEMPORARY
SLOPE DRAIN
a ■
LIMITS OF DISTURBANCE
K$m
MATTING MATERIAL
o
00
0
TEMPORARY
CONSTRUCTION ENTRANCE
cPcb
TEMPORARY
ROCK CHECK DAM
TEMPORARY
ROCK OUTLET
0 0° OUTLET PROTECTION
0
DONUT INLET PROTECTION
n
T
PAVEMENT HATCHING LEGEND
HEAVY DUTY PAVEMENT
LIGHT DUTY PAVEMENT
CONCRETE
as
0000000
0000000 GRAVEL
0000000
a REINFORCED CONCRETE
NA TIONAL
HIGHWA Y
TRANSI T A VE.
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HASTY
lSCHOOL RD
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BUS. 85
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VICINITY MAP
SCALE: 1" = 2,000'
SHEET INDEX
Sheet Number
Sheet Title
CO.0
COVER
CO.1
STANDARD NOTES, LEGENDS, & SHEET INDEX
C1.1
EXISTING CONDITIONS & DEMOLITION PLAN
C2.1
SITE PLAN
C2.2
LANDSCAPE PLAN
C3.1
PAVING PLAN
C4.1
UTILITY PLAN
C5.1
GRADING PLAN
C6.1
EROSION CONTROL PLAN
C6.2
SKIMMER SEDIMENT BASIN ENLARGEMENT
C7.1
STANDARD DETAILS
C7.2
EROSION CONTROL DETAILS
C7.3
INCGO1 SHEETS
1.
OWNER: NORDFAB SYSTEMS, INC.
2.
PARCEL NUMBER: 1631200000072A
3.
PIN ID: 6789-04-90-0663
4.
ADDRESS: 150 TRANSIT AVENUE
THOMASVILLE, NORTH CAROLINA 27360
5.
PARCEL SIZE: 15.06 AC
6.
DEED REFERENCE: BK 1102 PG 766
7.
LATITUDE/LONGITUDE: 35.918036,-80.051387
8.
CURRENT ZONING: HEAVY INDUSTRIAL (HI)
9.
EXISTING/PROPOSED USE: MANUFACTURING & WAREHOUSE
10.
WATERSHED: KENNEDY MILL CREEK (CLASS C)
STREAM INDEX: 12-119-7-2
YADKIN PEE-DEE RIVER BASIN
11.
MAXIMUM BUA: 24% (WITHOUT STORMWATER BMP)
12.
BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY DAVIS-MARTIN-POWELL
AND ASSOCIATES.
13.
THIS PROJECT AREA IS NOT LOCATED WITHIN A DETAILED FLOOD HAZARD AREA AS SCALED FROM MAPS BY FEMA DATED
1 /2/2008. SEE COMMUNITY PANEL #3710678900J.
14.
UNDERGROUND UTILITIES WHERE NOT DISCERNABLE BY SURFACE APPURTENANCES (MANHOLES,
VALVES, CATCH BASINS, ETC...) ARE
SHOWN PER INFORMATION OBTAINED FROM ENGINEERING PLANS, UTILITY ENTITIES, SITE PLANS,
AND OTHERS. SIZE AND LOCATIONS
SHOULD BE CONSIDERED APPROXIMATE.
15.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES. CONTRACTOR
SHALL EXPLORE AHEAD OF ALL
WORK TO VERIFY UTILITY LOCATIONS. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL
BE REPAIRED IMMEDIATELY AT NOT
ADDITIONAL COST TO THE OWNER.
16.
CONTRACTOR SHALL COORDINATE REMOVAL OF ANY UTILITY WITH THE UTILITY PROVIDER.
17.
CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER ANY NEW SERVICE (ELECTRICAL,
GAS, TELEPHONE, SANITARY, ETC...)
18.
ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF IN AN APPROVED CONSTRUCTION DEBRIS LANDFILL.
NO MATERIAL WILL BE ALLOWED TO BE BURIED ON SITE.
14.
SITE IS LOCATED IN THE YADKIN - PEE DEE RIVER BASIN.
GENERAL EROSION CONTROL/GRADING NOTES:
1. CONTRACTOR SHALL SET UP A PRE -GRADING MEETING WITH THE ENGINEER, EROSION CONTROL INSPECTOR, GRADING CONTRACTOR AND OWNER
PRIOR TO STARTING WORK. THE CONTRACTOR WILL RECEIVE THE GRADING PERMIT AT THIS MEETING.
2. THE EROSION CONTROL INSPECTOR FOR THIS PROJECT IS NCDEQ-DEMLR. CONTACT 336-776-9800
3. ALL GRADES REPRESENT THE FINAL GRADE WITH NO ADJUSTMENTS FOR TOPSOIL.
4. ANY TOPSOIL ON SITE SHALL BE STRIPPED AND STOCKPILED FOR FUTURE USE AROUND BUILDINGS, LANDSCAPE ISLANDS ETC. TOPSOIL SHALL BE
SCREENED TO REMOVE ROCK AND WOODY DEBRIS PRIOR TO USAGE. THIS SHALL BE INCLUDED IN THE BASE BID.
5. ALL SLOPES SHALL BE SEEDED IMMEDIATELY AFTER REACHING FINAL GRADE. PERIMETER BERMS AND SLOPES 3:1 OR STEEPER SHALL BE SEEDED
WITHIN 7 DAYS OF REACHING FINAL GRADE. ALL OTHER SLOPES SHALL BE SEEDED WITHIN 14 DAYS OF REACHING FINAL GRADE. AREAS THAT
HAVE BEEN DISTURBED AND WORK IS SUSPENDED IN THAT AREA FOR MORE THAN 14 DAYS SHALL BE SEEDED. INSPECT SLOPES FOR EROSION
AND REPAIR BY INSTALLING MATTING MATERIAL ON SLOPES THAT ROUTINELY EXPERIENCE EROSION PROBLEMS PRIOR TO PERMANENT VEGETATION
ESTABLISHMENT.
6. EROSION CONTROL MEASURES INDICATED ARE SHOWN IN APPROXIMATE LOCATIONS. SLIGHT FIELD ADJUSTMENTS SHOULD BE EXPECTED TO INSURE
SEDIMENT BASINS, BERMS, AND OTHER EROSION CONTROL FEATURES FUNCTION TO MAXIMUM EFFICIENCIES.
7. ALL EROSION CONTROL MATERIALS MUST BE ON SITE PRIOR TO BEGINNING CONSTRUCTION. I.E. BUT NOT LIMITED TO RISER/BARREL, SILT FENCING,
ETC.
8. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN MAY BE REQUIRED TO INSURE NO SEDIMENT LEAVES THE SITE. THE
CONTRACTOR IS EXPECTED TO NOTIFY THE ARCHITECT OR ENGINEER IMMEDIATELY IF THEY FEEL ADDITIONAL MEASURES ARE NEEDED.
9. THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF THE NORTH CAROLINA GENERAL STORMWATER PERMIT FOR LAND DISTURBING
CONSTRUCTION ACTIVITIES. AS OF MARCH 10, 2003, ALL CONSTRUCTION SITES ONE (1) ACRE OR MORE, REQUIRES A NPDES PERMIT THEREFORE:
a. WRITTEN DOCUMENTATION OF A DEVIATION FROM APPROVED PLAN MUST BE NOTED ON THE APPROVED PLANS.
b. WRITTEN DOCUMENTATION OF AN EMERGENCY SITUATION WHERE SEDIMENT HAS BEEN DISCHARGED OFF SITE MUST BE RECORDED. ALSO,
CONTRACTOR'S ACTIONS TO REPAIR AND RETURN AREA TO PRE -STORM CONDITION MUST BE RECORDED.
c. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN DAYS AND WITHIN 24 HOURS OF A .5
INCH OF RAIN. FINDINGS SHALL BE RECORDED AND PRESENTED UPON INSPECTOR'S REQUEST.
d. THE CONTRACTOR SHALL PROVIDE RAIN -RECORDING DEVICE AND RECORD EACH RAINFALL.
e. ANY FAILURES THAT CAUSE VISIBLE SEDIMENTATION TO LEAVE THE APPROVED DISTURBED LIMITS SHALL BE CORRECTED IMMEDIATELY AND
DOCUMENTED.
f. A COPY OF THE NPDES PERMIT SHOULD BE KEPT ON SITE FOR REFERENCE.
10. A NEW SELF -INSPECTION PROGRAM FOR ALL LAND -DISTURBING ACTIVITIES LARGER THAN ONE (1) ACRE BECAME EFFECTIVE OCTOBER 1, 2010 AS
PER GS 113A-54.1(E). THIS GENERAL STATUE DIRECTS ALL PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES LARGER THAN ONE (1) ACRE TO
INSPECT THEIR PROJECT AFTER COMPLETING EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING. A DETAILED EXPLANATION
MAY BE VIEWED AT NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (DENR), DIVISION OF LAND RESOURCES' WEB -SITE
AT HTTP: //WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML.
11. AS OF AUGUST 3, 2011, REVISIONS WERE MADE TO THE NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ) CONSTRUCTION GENERAL PERMIT
(NCG01) WITH EMPHASIS ON GROUND STABILIZATION, BUILDING WASTE HANDLING, INSPECTIONS, CONDITIONS IN THE EROSION AND SEDIMENTATION
CONTROL PLANS AND SEDIMENT BASINS. A DETAILED EXPLANATION MAY BE VIEWED AT
HTTP: //PORTAL.NCDENR.ORG/WEB/WQ/WS/SU/CONSTRUCTION.
12. NO WORK SHALL BE DONE IN ANY WETLAND AREA UNTIL APPROVAL HAS BEEN GRANTED BY THE APPROPRIATE AGENCIES.
13. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSPECTION/MAINTENANCE AND REPAIR OF ALL EROSION CONTROL MEASURES UNTIL THE PROJECT IS
COMPLETE.
14. ALL FILL SLOPES OVER 6' HIGH SHALL HAVE EARTH BERMS AND SLOPE DRAINS INSTALLED AT THE END OF EACH DAY OF GRADING ACTIVITY, AS
SLOPES EXTEND UPWARDS. TEMPORARY SLOPE DRAINS ARE TO BE PROVIDED FOR ALL SLOPES GREATER THAN EIGHT FEET HIGH. MAINTAIN BERMS
AT THE TOP OF FILL SLOPES TO DIRECT RUN OFF TO SLOPE DRAINS. PERMANENT SLOPE DRAINS INDICATED SHALL BE BURIED WITH A MINIMUM
OF 12" OF COVER.
15. TOP SOIL CAN BE STOCKPILED WHERE SHOWN ON PLAN. STOCKPILE WILL REQUIRE SILT FENCES AND BERMS FOR EROSION CONTROL. FIELDS
SHALL BE ROUGH GRADED PRIOR TO STOCKPILING. ANY EXCESS SOIL IS THE PROPERTY OF OWNER. SOIL SHALL BE STOCKPILED IN INDICATED
AREAS, SEEDED AND SILT FENCE SHALL BE ADDED ON THE LOW SIDE OF THE STOCKPILE. CONFIRM LOCATION OF STOCKPILES WITH OWNER.
16. CONTRACTOR SHALL VERIFY ALL CURBING AND PARKING GRADES MANUALLY PRIOR TO INSTALLATION. ANY ADJUSTMENTS SHALL BE MADE AT THIS
TIME TO PROVIDE ADEQUATE DRAINAGE. CONTACT THE SITE ENGINEER IMMEDIATELY FOR RECOMMENDATIONS.
17. CONTRACTOR WILL BE RESPONSIBLE FOR SCARIFYING THE SOIL, AS NECESSARY FOR ADEQUATE USAGE WITH NO ADDITIONAL COST TO THE OWNER.
18. ALL DITCHES GREATER THAN 2% SHALL HAVE EXCELSIOR MATTING INSTALLED.
19. ALL EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL SITE IS PROPERLY STABILIZED WITH SUFFICIENT GROUND COVER. GROUND COVER
MUST BE MAINTAINED TO A DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL TIMES.
20. CONTRACTOR SHALL CALL FOR AN INSPECTION PRIOR TO REMOVING ANY EROSION CONTROL DEVICES. REMOVAL OF EROSION CONTROL DEVICES
SHALL OCCUR ONLY UPON RECEIPT OF APPROVAL FROM EROSION CONTROL INSPECTOR. ANY MODIFICATIONS TO THE APPROVED PLANS MUST BE
PRE -APPROVED AND DOCUMENTED ON THE SELF -INSPECTION FORMS.
21. AFTER INSPECTION FOR SUFFICIENT GROUND COVER AND THE SITE'S COVER IS APPROVED, CONTRACTOR SHALL REMOVE THE SEDIMENT THAT HAS
COLLECTED FROM THE EROSION CONTROL DEVICES AND GRADE THE AREA(S) WHERE THE MEASURES WERE INSTALLED TO FINAL ELEVATIONS AND
STABILIZE.
22. ALL EROSION CONTROL MEASURES MUST CONFORM TO THE LATEST STANDARDS FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
MREV DATE DESCRIPTION BY PROJECT 210238 ,.•`����CAR''..,, STANDARD NOTES LEGENDS & SHEET INDEX SHEET N0.
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