NCC222776_Site Plan or Location Map_20220804

VICINITY MAP (NOT TO SCALE) GRADING AND STORM DRAINAGE NOTES: SITE NOTES: CONSTRUCTION SEQUENCE: �UJJJ
1. EXISTING BOUNDARY INFORMATION PROVIDED BY THOMAS J. FIELDS DATE DUNE 1999. ALL TOPO AND ENVIRONMENTAL FEATURES 1. EXISTING BOUNDARY INFORMATION PROVIDED BY THOMAS J. FIELDS, DATE JUNE 1999. ALL TOPO AND ENVIRONMENTAL FEATURES PHASE 1: o 0
HAVE BEEN PROVIDED VIA DIGITAL RESOURCES FROM STATE LIDAR SURVEY AND ENVICONSULTANT. FIELD VERIFY EXISTING
FIELD VERIFY EXISTING �hh u
c CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF ANY HAVE BEEN PROVIDED VIA DIGITAL RESOURCES FROM STATE LIDAR SURVEY AND ENVICONSULTANT. 1. THOROUGHLY REVIEW PLANS AND EROSION CONTROL NOTES PRIOR TO STARTING WORK.
DISCREPANCIES.
CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF
= 220 ANY DISCREPANCIES. 2. OBTAIN EROSION AND SEDIMENT CONTROL (EC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) BEFORE ANY LAND DISTURBING H
2. ALL PIPE TO BE INSTALLED ON -SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE NCDOT ASTM AND AASHTO ACTIVITIES OCCUR. TIMBERING OR DEMOLITION ACTIVITIES ASSOCIATED WITH THE PROPOSED DEVELOPMENT OF THE SITE CANNOT BE
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF BISCOE AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
SPECIFICATION REQUIREMENTS FOR SUCH PIPE MATERIAL. DONE WITHOUT EC PLAN APPROVAL. A HARD COPY OF BOTH PERMIT AND THE PLANS MUST BE KEPT ON SITE, PREFERABLY IN A U x F1 0 0
PERMITS BOX, AND ACCESSIBLE DURING INSPECTION. THE COC CAN BE OBTAINED BY FILING OUT THE ELECTRONIC NOTICE OF INTENT V J
3. ROOF DRAIN CONNECTIONS AND INLINE CATCH BASINS IN NON -TRAFFIC BEARING LOCATIONS MAYBE HDPE SYSTEMS SUCH AS 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. N u
(e-NOI) FORM AT DEQ.NCGOV/NCG01. PLEASE NOTE, THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN
27 1 _24 8 i�cc,r "NVLOPLAST" BYADS OR APPROVED EQUAL. (SEE DETAILS FOR USE AS STORM DRAINAGE SYSTEM) APPROVED.
4. CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESSES TO ADJACENT RESIDENCES, BUSINESSES AND PROPERTIES AT ALL TIMES. Z
4. ALL ON -SITE PIPE SHALL BE INSTALLED MEETING COVER, BACKFILL AND BEDDING REQUIREMENTS PER NCDOT OR THE 3. LOCATE A JOB SITE/ INSPECTION BOX IN A SECURE PLACE ON SITE TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION x
C� S. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR CONSTRUCTION.
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SITE MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS MOST STRINGENT. REPORTS, COMPLIANCE NOTICES, ETC. SITE PERSONEL SHOULD CHECK THE BOX DAILY FOR THIS CORRESPONDENCE. PROVIDE
CONTACTING INFORMATION WITH NOTE TO "CONTACT C3 DESIGN AND ENGINEERING AT 919-230-0996 IF ANY ISSUES ARISE DURING
6. ALL STRIPING WITHIN THE ROW SHALL BE THERMOPLASTIC PER DOT STANDARDS UNLESS OTHERWISE NOTED. W
S. SUBGRADE PREPARATION FOR BUILDING PAD AND PARKING AREAS SHALL BE CONSTRUCTED PER THE RECOMMENDATION OFAN THE CONSTRUCTION". CONTRACTOR SHALL BE RESPONSIBLE FOR NCDEQ REPORTING THROUGHOUT CONSTRUCTION. U
ON -SITE GEOTECHNICAL TESTING FIRM (HIRED BY THE OWNER). TESTING AND INSPECTIONS SHALL BE REQUIRED FOR ALL AREAS OF Q Q
7. CONTACT 811 PRIOR TO ANY SUBSURFACE WORK. ON
BACKFILL, INCLUDING PIPE BACKFILL, PER THE GEOTECHNICAL REPORT, ONSITE TESTING FIRM'S DIRECTION OR MANUFACTURES 4. SCHEDULE AND HOLD A PRECONSTUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING, CLEARING, OR GRADING
REQUIREMENTS. CONTACT ENGINEER OF RECORD WITH ANY QUESTIONS ABOUT THESE REQUIREMENTS PRIOR TO SUBMITTING BIDS WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND U N
G`r, f, AND STARTING CONSTRUCTION 8.. T TOBTAINFIFINTAL ZONING INSPECTION APPROVAL PRIOR TO USE/OCCUPANCY. EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. NCDEQ INSPECTOR IS TO BE NOTIFIED
r`f '7 V 1 ILL 1 I NOTES: S: AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AT 910-433-3300. M
9 6. NCDOT PRE -CAST DRAINAGE STRUCTURES/ MANHOLES CAN BE USED IN LIEU OF NCDOT STANDARD BRICK OR CONCRETE CATCH
/\ BASINS. ANY DEVIATION FROM THE SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION AND SHALL S. INSTALL SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION ENTRANCE/ EXIT, BASIN, DIVERSIONS (INCLUDING MATTING), AND STRAW --�
y lab MAINTAIN COMPLIANCE WITH ALL CORRESPONDING NCDOT MATERIAL, DRAWING &DETAILED SPECIFICATIONS. 1. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS OTHERWISE NOTED. WATTLES AS SHOWN ON THE PLANS. NOTE, CONTRACTOR SHALL INSTALL ADDITIONAL OUTLETS AS NEEDED WHERE LOW AREAS EXIST
`arN� ` OR DEVELOPED SITE CONDITIONS CREATE PLACE FOR SITE RUNOFF TO COLLECT/ POND. ONLY CLEARING AND GRUBBING REQUIRED TO
9
7. CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL CONNECTIONS/TIE-INS. 2. ALL PUBLIC UTILITIES AND CONNECTIONS TO PUBLIC UTILITIES SHALL CONFORM TO THE TOWN INSTALL THE EC MEASURES SHALL BE CONDUCTED AT THIS TIME. THE DITCH/DIVERSIONS LINERS ARE TO EXTEND TO THE TOP OF THE � CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS. OF BISCOE STANDARDS AND SPECIFICATIONS. BANK REGARDLESS OF LENGTH OF SLOPE. U ►�+
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR _ j U
ro 8. ALL WORK WITHIN NCDOT ROW SHALL COMPLY WITH MOST RECENT NCDOT STANDARD SPECIFICATIONS FOR ROADS AND 6. CONTACT NCDEQ INSPECTOR AT 910-433-3300 IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE PRE -CONSTRUCTION MEETING FOR J �
STRUCTURES, NCDOT STANDARD DRAWINGS, AND THE MUTCD STANDARDS. CONSTRUCTION. INSPECTION OF THE INITIAL EROSION CONTROL MEASURES. jL �2
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9. ALL ONS/TE STORM DRAINAGE CONSTRUCTION SHALL COMPLY WITH MOST RECENT NCDOT STANDARD SPECIFICATIONS FOR ROADS 4. IF REQUIRED, PRIOR TO THE CONSTRUCTION OF ANY WATER MAIN EXTENSIONS, TAPS OR 7. UPON APPROVAL, BEGIN CLEARING AND DEMOLITION ACTIVITIES AS SHOWN. U N
SITE INFORMATION AND STRUCTURES, AND NCDOT STANDARD DRAWINGS. DISCUSS RELOCATIONS, THE
ENGINEER
ON REQUIREMENTS. TSH ALLURE TCONTACTED
O T AC CONTACT B THE ENGINEER CONT RACTOR OR I n z O
OF PHASE 2. = I
10. ADDITIONAL SPECIFICATIONS AND REQUIREMENTS FOR FOOTER AND BUILDING PAD PREPARATION AND COMPACTION MA EXIST IN PROVIDE ANY OF THE REQUESTED DOCUMENTATION DISCUSSED MAY RESULT IN THE INABILITY
CURRENT OWNER. TOWN OF BISCOE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SHALL BE EXECUTED/IMPLEMENTED AS REQUIRED. OF THE ENGINEER TO CERTIFY THE LINE AND POSSIBLE REPLACEMENT. 8. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE BUILDING PAD AND SUBGRADE FOR PAVEMENT AS SOON AS I n W
OWNER ADDRESS. PO BOX 1228, BISCOE, NC 27209 POSSIBLE. ANV BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED V I z z � (z M
11. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MA BE ADJUSTED AT THEIR S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE LOCATION AND/OR SOURCE. ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED � z 17 Na
PARCEL #: 7568 16 96 9475 BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR RELOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY, AGENCY OR COMPANY. CONSTRUCTION SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(d). DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO z a O J N
PROPERTY ADDRESS. SOUTH MAIN ST, BISCOE, NC 27209 SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S & FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE & COVER BE INCLUDED AS A PERMIT REVISION FOR THIS APPROVAL. N O
JURISDICTION: TOWN OF BISCOE REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS. CONTACT ENGINEER WITH DISCREPANCIES. 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS AND DISTURBANCES WITH W Q N o,
MONTGOMERV COUNTY.EXISTING USERS AND TOWN OF BISCOE SO THAT ANY SERVICE INTERRUPTIONS ARE MINIMAL. '^ z
• 9. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN O � �-- �
STATE. NORTH CAROLINA 12. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE, • OFFSITE BORROW OR WASTE MAY BE REQUIRED AND SHALL BE CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE %Q) z ? v 00
INCLUDED IN CONTRACT PRICE/BID. OFFSITE BORROW/WASTE AREAS SHALL BE PERMITTED. 7. ALL PIPE INVERTS, TAP LOCATIONS & AVAILABLE CLEARANCES TO BE VERIFIED IN THE FIELD PRIOR IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION -+ M O -C3 M
TO CONSTRUCTING STORM & UTILITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF x O M Vi
REFERENCE: DB 380 / PG 524 DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. � � O u Vi
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PARCEL SIZE. 197.36 AC (PARENT) - 35 AC (PROPOSED) 13. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE NECESSARY. IF THESE ITEMS ARE NOT VERIFIED AT THIS TIME, THE CONTRACTOR WILL BE WHOLLY W ca -a (aJ N
EXISTING ZONING/USE: CIV/ UNDEVELOPED ENGINEER IF NECESSARY. RESPONSIBLE FOR THE FIELD REVISIONS AND ASSOCIATED DESIGN COSTS OF THE SOLUTIONS 10. TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MINIMUM REQUIRED TIMEFRAME SEE TEMPORARY SEEDING SCHEDULE V M O obi O aj
PROPOSED ZONING/USE: CIV/ SCHOOL PROPOSED. AND THE STABILIZATION TIMEFRAME NOTED ON C-2.3 AND C-2.4. PER NPDES PERMIT, "GROUND STABILIZATION WILL BE APPLIED U z N a U
FLOOD ZONES. N/A 14. UNLESS OTHERWISE NOTED, SPILL CURB LOCATIONS SHALL BE FIELD DETERMINED BY THE CONTRACTOR TO ENSURE POSITIVE WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7
DRAINAGE THROUGHOUT THE PARKING LOTS AND DRIVE AISLES. NO "BIRD BATHS" OR LOW AREAS THAT WILL HOLD WATER SHALL 8. ALL WATER LINE JOINTS/CONNECTIONS SHALL BE RESTRAINED WITH MECHANICAL JOINT CALENDAR DAYS". CUT, FILL, AND DIRT PILE SLOPES ARE TO BE TRACKED. ANY BARE SOILS BETWEEN THE DOWNSTREAM BASIN TOE OF NOT FOR
REQUIRED SETBACKS. (SCHOOL, ELEMENTARY OR SECONDARY) BE ALLOWED WITHIN THE CURB AND GUTTER OR PAVED AREAS. FITTINGS OR PROVIDED WITH APPROPRIATE THRUST BLOCKING. SLOPE OR DIVERSION DITCHES AND THE LIMITS OF DISTURBANCE ARE TO BE SEEDED, MULCHED, AND TACKED. ALSO, THE UP AND
• FRONT. • 36' DOWNSTREAM BASIN SLOPES SHALL BE COVERED WITH A SUITABLE RECP AFTER SEEDING. �\ C A ffj
• SIDE. 25' 15. OUTLET STRUCTURES AND OUTFALLS SHALL CONSIST OF FLARED END STRUCTURES (FES) UNLESS OTHERWISE NOTED. END OF OUTLET 9. NO IRRIGATION SYSTEM WILL BE INSTALLED ON STATE ROW. \\
• REAR. 25' STRUCTURES SHALL BE THE END OF THE FES. 11. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY. REFER TO THE EROSION •1�
10. CONTACT 811 PRIOR TO ANY SUBSURFACE WORK. CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE. THE PERSON RESPONSIBLE FOR EROSION CONTROL IS ALSO O
ALLOWED PROPOSED RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING AND MAINTAINING THESE DEVICES, • DO NOT WAIT FOR THE EROSION w _
MAXIMUM BUILDING HEIGHT 45' ±32.12' CONTROL INSPECTOR TO POINT OUT THE NEED FOR MAINTENANCE REPAIRS. KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL J 036242
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GENERAL LANDSCAPING NOTES: DEMOLITION NOTES: TIMES. IF MUD OR DEBRIS IS TRACKED FROM THE SITE, USE SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY. �' ,•
EXISTING IMPERVIOUS. 0 SF 12. DURING THE COURSE OF CONSTRUCTION, IF THE SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND
AREAS DEMOLISHED: 0 SF 1 LOCATED PRIOR TO INS LANDSCAPE A� LING PLANT MATERIAL.SHALL HAVE ALL RGROUND UTILITIES AND PROPOSED SITE LIGHTING POLE LOCATIONS 1 COUNTYOSTATLITIOE AND FEDERAL REGN, TRANSPORT, DDISPOSAULA ONSL OF WASTE MATERIALS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE TOWN,
MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND -DISTURBING ACTIVITY IS�O E.
PROPOSED IMPERVIOUS AREAS. OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION AND NOTIFY ENGINEER OF THE NEED FOR ADDITIONAL MEASURES. 11711111
BUILDING
0,000 SF .69 AC) 2. CONTRACTOR SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF THE "AMERICAN STANDARD 2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND SHALL BE IDENTIFIED AND A PLAN FOR
ASPHALT100,000 SF
CONCRETE 00 SF (0.48 AC) FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). DEMOLITION AND DISPOSAL PRESENTED TO AND APPROVED BY THE TOWN, COUNTY, STATE, AND OWNERS PRIOR TO 13. INSTALL SITE UTILITIES, CONDUIT AND STORM DRAINAGE AS CONSTRUCTION PERMITS. CONSTRUCTION
TOTAL = 151,000 SF (3.47 AC) - +/--9.9 % COMMENCING DEMOLITION ON CORRESPONDING STRUCTURES. 14. SEAL INLETS OR OTHERWISE PREVENT STORMWATER FROM ENTERING THE STORMDRAWS UNLESS A MIN. OF 1,800 CF OF STORAGE HAS
3. DISTURBED AREAS BEHIND PROPOSED BUILDING SHALL BE SEEDED. BEEN PROVIDED AROUND THE INLET TO PROPERLY TREAT AND FILTER SEDIMENT LADEN RUNOFF. IF INLETS ARE SEALED, MAINTAIN
3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE PROVIDED AS PART OF THE SURVEYS BY THOMAS J. DIVERSIONS AND RUNOFF PATTERNS TO THE BASINS TO THE GREATEST EXTENT PRACTICAL UNTIL ADJACENT AREAS ARE SUFFICIENTLY �
PARKING REQUIREMENTS. 1 / 0.5 CLASSROOMS 4. CONTRACTOR SHALL AMEND ALL PROPOSED PLANT BEDS WITH ORGANIC SOIL AMENDMENT (COMPOST). ROTOTILL BEDS TO A FIELDS, DATE JUNE 1999. OTHER UNIDENTIFIED UTILITIES OR SITE FEATURES, ESPECIALLY RELATED TO THE EXISTING STRUCTURE, " STABILIZED AND STORM DRAINS CAN CONVEYED CLEAN WATER.
DEPTH OF 8, ADD 2" MAV EXIST AND SPECIAL CARE SHALL BE EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION. OF COMPOST AND ROTOTILL AGAIN. REMOVE ALL EXIST. WEEDS, GRASS AND ROOTS.
REQUIRED PARKING: 21 CLASSROOMS * 2 SF = 42 SPACES N W
PROPOSED PARKING: 65 SPACES 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOT RIGHTS -OF -WAY. ANY DAMAGED 15. ONCE SITE GRADING IS COMPLETE, PERMANENTLY STABILIZE ALL DISTURBED AREAS, INCLUDING THE REMOVAL OF THE CONSTRUCTION c� I-
N
S. CONTRACTOR SHALL RAKE SMOOTH AND APPLY 1 " TO 2" TOPSOIL TO ALL LAWN AREAS RECEIVING SEED OR SOD. REMOVE ALL ENTRANCE TO INSTALL STONE BASE FOR PAVING
INFRASTRUCTURE IN THE RIGHTS -OF -WAY CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO NCDOT STANDARDS. . L Q
BICYCLE REQUIREMENTS. 5% OF REQUIRED PARKING EXISTING WEEDS, GRASS AND ROOTS. THIS INCLUDES, BUT IS NOT LIMITED TO UTILITIES, SIDEWALKS, CURB & GUTTER, AND PAVEMENT. o
REQUIRED BICYCLE PARKING: 2 SPACES 16. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING LANDSCAPED AREAS PER THE PLANS. PERIMETER
PROPOSED BICYCLE PARKING: 4 SPACES 6. CONTRACTOR SHALL LAY SOD WITH STAGGERED JOINTS, TIGHTLY BUTTED WITH NO INEQUALITIES IN GRADE. PLANT ALL SOD IN S. CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL PLAN PRIOR TO ANY WORK WITHIN THE NCDOT RIGHT-OF-WAY. MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED,
ROWS AT RIGHT ANGLES TO SLOPES (WHERE APPLICABLE). REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE
WATERSHED: N/A 6. ALL UTILITIES TO BE REMOVED, DISPOSED OF, AND/OR ABANDONED PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES. BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MA NOT BE REMOVED UNTIL ALL UPLAND AREAS ARE
RIVER BASIN. CAPE FEAR 7. SOD SHALL BE A LOCALLY HARVESTED, WARM SEASON VARIETY GRASS SPECIES NATIVE TO THE BISCOE, NC AREA. PERMANENTLY STABILIZED.
7. CONSTRUCTION WASTE SHALL NOT BE BURIED ON SITE.
WATER PROVIDER: TOWN OF BISCOE 8. CONTRACTOR SHALL MAINTAIN AND WATER SOD INSTALLATION UNTIL GRASS IS FIRMLY ESTABLISHED. 17. ONCE STONE BASE IS APPLIED, CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO DECOMMISSION AND REMOVE THE SEDIMENT
SEWER PROVIDER. TOWN OF BISCOE BASIN PER DETAIL. CONTRACTOR SHALL USE A SILT BAG WITH A FLOATING INTAKE AND CONSTANTLY MONITORED WHEN
9. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAVER OF MULCH. REFERENCE DETAILS FOR DEPTH AND TYPE OF DEWATERING. IF SOILS ARE OVERLY WET AND UNABLE TO BE TRANSPORTED, CONTRACTOR SHALL PROVIDE A SUITABLE AREA
MULCH. ALL SHRUBS SHALL BE PLANTED IN MULCHED BEDS. ADJACENT TO THE BASIN WHERE THE SOUPY SOILS CAN BE PLACED AND COMPLETELY SURROUNDED WITH SILT FENCE. SOILS SHALL BE
DEPOSITED HERE AND ALLOWED TO DRAIN/DRY UNTIL THEY CAN BE LOADED INTO A TRUCK AND HAULED AWAY OR USED ON -SITE. Z
10. OWNERS OPTION: INSTALL 8" THK. x 4" WIDE GREEN STEEL EDGING WITH STEEL STAKES BETWEEN PLANTING BEDS AND LAWN. 18. REGRADE AREA FOR THE FINAL SURFACE TREATMENTS AND SITE IMPROVEMENTS SHOWN. SUITABLE FILL SHALL BE USED TO ACHIEVE
PERMANENT GRADES AS SHOWN. SUITABLE FILL AND PIPE BACKFILL TO BE CONFIRMED AND TESTED BY THIRD PARTY CMT FIRM.
11. FINISHED GRADE IN LANDSCAPE ISLANDS SHALL BE INSTALLED SO THAT IT IS ONE INCH LOWER THAN THE TOP OF W
SURROUNDING CURBS. MULCH WITH 3" OF TRIPLE SHREDDED HARDWOOD MULCH FROM A REPUTABLE LOCAL SOURCE. 19. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY.
GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80%
12. CONTRACTOR SHALL PROVIDE WATER PERMEABLE WEED MAT FOR ALL PLANTING BEDS. COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION.
13. CONTRACTOR SHALL SOD ALL LAWN AREAS IN FRONT OF BUILDING AND WITHIN S'OF THE SIDES/REAR OF BUILDING AND AREAS 20. ONCE ALL AREAS ARE STABILIZED, CALL EROSION CONTROL OFFICER AT 910-433-3300 FOR INSPECTION AND APPROVAL TO REMOVE SILT
WHERE GRADE SLOPE IS 1.4 OR GREATER. FENCE AND OTHER REMAINING EROSION CONTROL MEASURES.
21. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING DISTURBED AREAS PER THE PLANS.
22. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT NCDEQ TO CLOSE OUT THE E&SC PLAN. Q
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23. AFTER DLMR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE n
CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
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EROSION CONTROL NOTES: N
1. THIS SITE IS SUBJECT TO NCDEQ EROSION CONTROL AND STORMWATER REQUIREMENTS.
2. NOTE, IN ADDITION TO THE EROSION AND SEDIMENT CONTROL (EC) PERMIT, A CERTIFICATE OF COVERAGE (COC) MUST BE
OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC
NOTICE OF INTENT (E-NOI) FORMAT DEQ.NCGOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE
PLANS HAVE BEEN APPROVED. A COPY OF THE EC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE,
PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
3. PLEASE NOTE THAT WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NCDEQ TO CLOSE OUT THE EC PLAN.
AFTER NCDEQ INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE
CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
4. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF NCDEQ.
S. ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT LADEN
RUNOFF SHALL APPLY AND BE STRICTLYADHERED TO NCDEQ
6. SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR DRAIN TO. ADDITIONAL
OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE CONDITIONS DIFFER AND STORMWATER PONDS DURING CONSTRUCTION. V J
7. SEE DETAIL SHEET C-2.3 FOR SEEDING REQUIREMENTS. ALL AREAS SHALL BE MULCHED OR OTHERWISE COVERED PER THE
LEGEND & NOMENCLATURE STABILIZATION CHART ON C-2.4.
8. ALL SLOPES GREATER THAN 3.1 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) DS150 OR APPROVED EQUAL. ALL OTHER w O
AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS. Q
LINETYPES NOTES SYMBOLS ABBREVIATIONS SYMBOLS Q Z
9. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN EFFECTIVENESS AT N
- X Ex. Fence CE Construction Entrance/Exit ERB EXISTING REBAR FOUND TP TELEPHONE PEDESTAL ® Drainage inlet (w/grate) CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE. ( Z
NRB NEW REBAR SET TVP TELEVISION PEDESTAL
- W Ex Waterline DD Temporary Diversion Ditch EIP EXISTING IRON PIPE OR PIN FOUND UP UTILITY POLE 10. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE. O C Z
NIP NEW IRON PIPE OR PIN SET WM WATER METER Light Pole ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED
SS Ex Sewerline O Permanent Diversion Ditch ESF EXISTING STONE FOUND WV WATER VALVE CONSTRUCTION SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(D). DISPOSAL AT ANY OTHER LOCATION WOULD
PD
G Ex Gas EAF EXISTING IRON AXLE FOUND WS WATER SPIKET 0 Water Meter HAVE TO BE INCLUDED AS A PERMIT REVISION FOR THIS APPROVAL. Q
IP Inlet Protection EMN EXISTING MAGNETIC NAIL FOUND U
OH E Ex. Overhead Electric NMN NEW MAGNETIC NAIL SET Water Valve 11. CONTACT THE NCDEQ AT LEAST 48 HOURS PRIOR TO COMMENCING THE LAND -DISTURBING ACTIVITY. THE CONTACT NUMBER IS W
T Ex. Telephone O p ECS EXISTING COTTON SPINDLE SPIKE FOUND 910-433-3300. ,,��// i T
SB Slope Blanket W N
NCS NEW COTTON SPINDLE SPIKE SET Fire Hydrant 4
LSD Ex. Storm Drain SF Silt Fence ERS EXISTING RAILROAD SPIKE FOUND
NRS NEW RAILROAD SPIKE SET
SF Silt Fence FO Silt Fence Outlet ECM EXISTING CONCRETE MONUMENT FOUND Straw Wattle
�x7 W
NCM NEW CONCRETE MONUMENT SET Silt Fence Outlet O Z
LD Limited disturbance ENL EXISTING NAIL FOUND
SW Straw Wattle (12" see details)
SD Pro storm drain NNL NEW NAIL SET
P• Inlet Protection
TS Temporary Seeding CP COMPUTED POINT (NOT ON THE GROUND)
SS Prop. Sewerline CPM COMPUTED POINT AT LEANING ECM (Block & Gravel or C3 PROJECT�$:
PS Permanent Seeding CPP CORRUGATED PLASTIC PIPE Hardware Cloth)
G Prop. Gas CL CENTERLINE
OHE Prop. Overhead Electric TP Tree Protection Fence CO CLEAN OUT ® Outlet Protection/ 21 -O 1
ETB ELECTRIC TRANSFORMER BOX W1 �� W2 Plunge Pool Riprap
W Prop. Water C� Concrete Washout Area FH FIRE HYDRANT REVIEW PROJECT #:
IV IRRIGATION VALVE ® Impermeable Liner-�
Extents of Clearing/ ® MBL MINIMUM BUILDING LIMITS
New Tree Line Silt Bag Dewatering MHC MANHOLE COVER
Existing Tree Line O Blanket Matting N/F NOW OR FOMERLY ® Curb Inlet SHEET
BM
Ba ff les OHL OVERHEAD UTILITY LINE(S)
Outlet Protection/Plunge Pool PL PROPERTY LINE ® Bollard C 11
Diversion R/W RIGHT-OF-WAY f� •
SSL SANITARY SEWER LINE(S) (\'�-'J) Manhole
Temporary Slope Drain