SW4220801_Plansheet C-1.1 - Notes_20221208

VICINITY MAP
DEMOLITION NOTES:
7.
ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF WASTE MATERIALS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE TOWN, COUNTY,
Andersen
STATE, AND FEDERAL REGULATIONS.
2.
REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND SHALL BE IDENTIFIED AND A PLAN FOR DEMOLITION
Archangel Battle ParkQ
AND DISPOSAL PRESENTED TO AND APPROVED BY THE TOWN AND OWNERS PRIOR TO COMMENCING DEMOLITION ON
G
CORRESPONDING STRUCTURES.
Duchy
3.
THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE PROVIDED AS PART OF THE SURVEYS BY TRIANGLE
SITE
SURVEYORS DATED MARCH 31, 2021. OTHER UNIDENTIFIED UTILITIES OR SITE FEATURES, ESPECIALLY RELATED TO EXISTING STRUCTURES,
MAY EXIST AND SPECIAL CARE SHALL BE EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION.
4.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOT AND/OR LOCAL RIGHTS -OF -WAY. ANY
�g
DAMAGED INFRASTRUCTURE IN THE RIGHTS -OF -WAY CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO NCDOT AND/OR
LOCAL STANDARDS. THIS INCLUDES, BUT IS NOT LIMITED TO UTILITIES, SIDEWALKS, CURB & GUTTER, AND PAVEMENT.
vSalem United e' �
Methodist Church
0
S.
CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL PLAN PRIOR TO ANY WORK WITHIN THE NCDOT RIGHT-OF-WAY.
6.
ALL UTILITIES TO BE REMOVED, DISPOSED OF, AND/OR ABANDONED PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES.
7.
CONSTRUCTION WASTE SHALL NOT BE BURIED ON SITE.
SITE INFORMATION
CURRENT OWNER:
CIMLAND, LLC
OWNER ADDRESS:
2330 OPERATIONS DRIVE
DURHAM, NC 27705
MAPN:
161952
PROPERTY ADDRESS: MINERAL SPRING ROAD
GRAHAM, NC 27253
JURISDICTION:
ALAMANCE COUNTY
COUNTY.
ALAMANCE
STATE:
NORTH CAROLINA
REFERENCE.
DB 4178 / PG 678
PARCEL SIZE.
34.44 AC
WATERSHED:
WS-V-NSW (P)
RIVER BASIN.
CAPE FEAR
LEGEND & NOMENCLATURE
LINETYPES
NOTES SYMBOLS
ABBREVIATIONS
SYMBOLS
X
Ex. Fence CE
Construction Entrance/Exit
ERB
EXISTING REBAR FOUND TP
TELEPHONE PEDESTAL
®
Drainage inlet (w/grate)
NRB
NEW REBAR SET TVP
TELEVISION PEDESTAL
W
Ex. Waterline DD
Temporary Diversion Ditch
EIP
EXISTING IRON PIPE OR PIN FOUND UP
UTILITY POLE
Light Pole
NIP
NEW IRON PIPE OR PIN SET WM
WATER METER
SS
Ex. Sewerline
PD
Permanent Diversion Ditch
ESF
EXISTING STONE FOUND WV
WATER VALVE
G
Ex. Gas
EAF
EXISTING IRON AXLE FOUND WS
WATER SPIKET
0
Water Meter
OH E
IP
Ex. Overhead Electric
Inlet Protection
EMN
NMN
EXISTING MAGNETIC NAIL FOUND
NEW MAGNETIC NAIL SET
Water Valve
T
Ex. Telephone SB
Slope Blanket
ECS
EXISTING COTTON SPINDLE SPIKE FOUND
NCS
NEW COTTON SPINDLE SPIKE SET
Fire Hydrant
LSD W
Ex. Storm Drain SF
Silt Fence
ERS
EXISTING RAILROAD SPIKE FOUND
yY0
STABILIZATION TIMEFRAMES
NRS
NEW RAILROAD SPIKE SET
Straw Wattle
SF
Silt Fence FO
Silt Fence Outlet
ECM
EXISTING CONCRETE MONUMENT FOUND
LD
Limited disturbance
NCM
NEW CONCRETE MONUMENT SET
®
Silt Fence Outlet
Site Area Description
Stabilization
Timeframe Exceptions
SW
Straw Wattle (12" see details)
ENL
EXISTING NAIL FOUND
SD
Pro storm drain
p•
TS
Temporary Seeding
NNL
CID
NEW NAIL SET
COMPUTED POINT (NOT ON THE GROUND)
0
Inlet Protection
& Grave(
Perimeter dikes, swales,
ditches and slopes
7 days
None
SS
Prop. Sewer(ine
CPM
COMPUTED POINT AT LEANING ECM
(Block or
PS
Permanent Seeding
CPP
CORRUGATED PLASTIC PIPE
Hardware Cloth)
G
Prop. Gas
CL
CENTERLINE
High Quality Water (HQW)
7 days
None
OHE
Prop. Overhead Electric TP
Tree Protection Fence
CO
CLEAN OUT
W7 ►• W2
®
Outlet Protection/
Zones
ETB
ELECTRIC TRANSFORMER BOX
Plunge Pool Riprap
W
Prop. Water CW
Concrete Washout Area
FH
FIRE HYDRANT
If slopes are 10' or less in length
IV
IRRIGATION VALVE
®
Impermeable Liner
Slopes steeper than 3:1
7 days
and are not steeper than 2:7, 74
Extents of Clearing/
Silt Bag Dewatering
MBL
MINIMUM BUILDING LIMITS
days are allowed
New Tree Line
MHC
MANHOLE COVER
®
Curb Inlet
Existing Tree Line BM
Blanket MattingN/F
NOW OR FOMERLY
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50'
Baffles
OHL
OVERHEAD UTILITY LINE(S)
O
Bollard
in length
OP
Outlet Protection/Plunge Pool
PL
PROPERTY LINE
Diversion
R/VV
SSW
RIGHT-OF-WAY
SANITARY SEWER LINE(S)
(3Manhole
Al! other areas with slopes
14 days
None, except for perimeters and
.�
Temporary Slope Drain
flatter than 4:1
HQW Zones
CONSTRUCTION SEOUENCE:
1. THOROUGHLY REVIEW PLANS AND EROSION CONTROL NOTES PRIOR TO STARTING WORK.
2. OBTAIN EROSION AND SEDIMENT CONTROL (EC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) BEFORE ANY LAND DISTURBING
ACTIVITIES OCCUR. TIMBERING OR DEMOLITION ACTIVITIES ASSOCIATED WITH THE PROPOSED DEVELOPMENT OF THE SITE CANNOT BE
DONE WITHOUT EC PLAN APPROVAL. A HARD COPY OF BOTH PERMIT AND THE PLANS MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS
BOX, AND ACCESSIBLE DURING INSPECTION. THE COC CAN BE OBTAINED BY FILING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI)
FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.
3. LOCATE A JOB SITE/ INSPECTION BOX IN A SECURE PLACE ON SITE TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION
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 THE
CONSTRUCTION". CONTRACTOR SHALL BE RESPONSIBLE FOR NCDENR REPORTING THROUGHOUT CONSTRUCTION. PER NPDES,
REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN ARE REQUIRED TO BE
MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT
THE BEGINNING OR ENTRANCE OF PROJECT.
4. SCHEDULE AND HOLD A PRECONSTUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING, CLEARING, OR GRADING
WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND
EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. NCDEQ INSPECTOR IS TO BE NOTIFIED AT
LEAST 48 HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AT 336-776-9800.
S. INSTALL SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION ENTRANCE/ EXIT, BASIN, AND STRAW WATTLES AS SHOWN ON THE PLANS.
NOTE, CONTRACTOR SHALL INSTALL ADDITIONAL OUTLETS AS NEEDED WHERE LOW AREAS EXIST OR DEVELOPED SITE CONDITIONS
CREATE PLACES FOR SITE RUNOFF TO COLLECT/ POND. ONLY CLEARING AND GRUBBING REQUIRED TO INSTALL THE EC MEASURES SHALL
BE CONDUCTED AT THIS TIME.
6. PROVIDE EXCAVATED INLET PROTECTION AT EACH INLET AS SHOWN.
7. CONTACT NCDEQ INSPECTOR AT 336-776-9800 IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE PRE -CONSTRUCTION MEETING FOR
INSPECTION OF THE INITIAL EROSION CONTROL MEASURES. CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR
TO COMMENCING THE LAND -DISTURBING ACTIVITY.
8. UPON APPROVAL, BEGIN CLEARING AND DEMOLITION ACTIVITIES AS SHOWN.
9. INSTALL DIVERSIONS (INCLUDING MATTING), THE DITCH/DIVERSIONS LINERS ARE TO EXTEND TO THE TOP OF THE BANK REGARDLESS OF
LENGTH OF SLOPE.
70. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE SUBGRADE FOR PAVEMENT AS SOON AS POSSIBLE. ANY BORROW
MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE. ANY SOIL WASTE
THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITES WITHOUT
ADDITIONAL PERMITS UNDER NCGS 74-49(7)(d). DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED AS A PERMIT
REVISION FOR THIS APPROVAL.
77. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 7 INCH. ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION
DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
72. TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MINIMUM REQUIRED TIMEFRAME. SEE TEMPORARY SEEDING SCHEDULE
AND THE STABILIZATION TIMEFRAME NOTED ON C-2.2. PER NPDES PERMIT, "GROUND STABILIZATION WILL BE APPLIED WITHIN 74
CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR
DAYS". CUT, FILL, AND DIRT PILE SLOPES ARE TO BE TRACKED. ANY BARE SOILS BETWEEN THE DOWNSTREAM BASIN TOE OF SLOPE OR
DIVERSION DITCHES AND THE LIMITS OF DISTURBANCE ARE TO BE SEEDED, MULCHED, AND TACKED. ALSO, THE UP AND DOWNSTREAM
BASIN SLOPES SHALL BE COVERED WITH A SUITABLE RECP AFTER SEEDING.
73. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY. REFER TO THE EROSION
CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE. THE PERSON RESPONSIBLE FOR EROSION CONTROL IS ALSO
RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING AND MAINTAINING THESE DEVICES, DO NOT WAIT FOR THE EROSION CONTROL
INSPECTOR TO POINT OUT THE NEED FOR MAINTENANCE REPAIRS. KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD
OR DEBRIS IS TRACKED FROM THE SITE, USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY.
74. DURING THE COURSE OF CONSTRUCTION, IF THE SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND
MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND -DISTURBING ACTIVITY IS
OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION AND NOTIFY ENGINEER OF THE NEED FOR ADDITIONAL MEASURES.
75. INSTALL SITE UTILITIES OF CONDUITS AS CONSTRUCTION PERMITS.
76. SEAL INLETS OR OTHERWISE PREVENT STORMWATER FROM ENTERING THE STORMDRAINS UNLESS A MIN. OF 1,800 CF OF STORAGE HAS
BEEN PROVIDED AROUND THE INLET TO PROPERLY TREAT AND FILTER SEDIMENT LADEN RUNOFF. IF INLETS ARE SEALED, MAINTAIN
DIVERSIONS AND RUNOFF PATTERNS TO THE BASINS TO THE GREATEST EXTENT PRACTICAL UNTIL ADJACENT AREAS ARE SUFFICIENTLY
STABILIZED. AREAS OF DITCH ORIGINATION WILL BE GRADED TO ENSURE WATER IS CONVEYED INTO THE CHANNEL. IF NECESSARY OTHER
EROSION CONTROL DEVICES WILL ADDED AS NECESSARY TO ENSURE THIS FLOW OF WATER.
77. ONCE SITE GRADING IS COMPLETE, PERMANENTLY STABILIZE ALL DISTURBED AREAS, INCLUDING THE REMOVAL OF THE CONSTRUCTION
ENTRANCE TO INSTALL STONE BASE FOR PAVING.
78. ONCE STONE BASE IS APPLIED, PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING LANDSCAPED AREAS
PER THE PLANS. PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. AFTER SITE IS
PERMANENTLY STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE
TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR
CONVERTED TO PERMANENT SCMs UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.
79. ONCE ALL UPLAND AREAS ARE STABILIZED, CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO DECOMMISSION AND REMOVE THE
SEDIMENT BASIN PER DETAIL. CONTRACTOR SHALL USE A SILT BAG WITH A FLOATING INTAKE AND CONSTANTLY MONITORED WHEN
DEWATERING. IF SOILS ARE OVERLY WET AND UNABLE TO BE TRANSPORTED, CONTRACTOR SHALL PROVIDE A SUITABLE AREA 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.
20. 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.
21. 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% COVERAGE
THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION. ANY BARE SOILS BETWEEN THE DOWNSTREAM TOE
OF THE BASIN(S) AND/OR DIVERSIONS AND THE PERIMETER MEASURE WILL BE SEEDED AFTER SEEDBED PREP WITH SOIL AMENDMENTS,
MULCH AND TACK. ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE THE CURRENT NPDES PERMIT OR, IF IT
IS IN A CRITICAL AREA, BY THE END OF THE DAY.
22. ONCE ALL AREAS ARE STABILIZED, CALL EROSION CONTROL OFFICER AT 336-776-9800 FOR INSPECTION AND APPROVAL TO REMOVE SILT
FENCE AND OTHER REMAINING EROSION CONTROL MEASURES.
23. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING DISTURBED AREAS PER THE PLANS.
24. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.
25. 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 $700 ANNUAL GENERAL PERMIT FEE WILL BE
CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
EROSION CONTROL NOTES:
7. THIS SITE IS SUBJECT TO ALAMANCE COUNTY REQUIREMENTS.
2. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA DEPT. OF ENVIRONMENTAL QUALITY STANDARDS. THE CURRENT STATE STANDARDS AND SPECIFICATIONS CAN BE FOUND
AT: https://deq.nc.gov/about/divisions/energy-mineral-land-resources/
en ergy-min eral- land-permit-guidan celerosion -sediment- control -planning -design -manual.
3. ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT LADEN
RUNOFF SHALL APPLYAND BE STRICTLY ADHERED TO.
4. 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 STORMWA TER PONDS DURING CONSTRUCTION.
S. ALL AREAS SHALL BE MULCHED OR OTHERWISE COVERED PER THE STABILIZATION CHART.
6. ALL SLOPES GREATER THAN 3:7 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) SC750 OR APPROVED EQUAL. ALL OTHER
AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS.
7. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN EFFECTIVENESS AT
CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE.
8. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE.
ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION
SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(D). DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED
AS A PERMIT REVISION FOR THIS APPROVAL.
W
U
c0
c�
Z U
° 3C
o
U�oQ
o
M
cn
N
V
U
C� J U
.J
a
U z o
f
LIw 14
n W �o M
Wz Cr
W apzN °
❑z vQQN v
W ,��U r
� Z
JzQj
M Let 00
o�M
iO 0 Q Lri
W @j N
U UFO isa
ZNaU �rn
NOT ,jjjjjI1/FOR
C
036242 -
'•.
CONSTRUCTION
N
N
N
N
�
N
� ._
W
a
Q
rn I�t I(-, I N I-
C3 PROJECT #:
21-026
REVIEW PROJECT #:
SHEET #:
C-1.1