SW5200602_Plan (Notes)_20201020

z:5
CIVIL ABBREVIATIONS
A F 0
ABC
AGGREGATE BASE COURSE
FC
FACE OF CURB
O.C.
ON CENTER
ABS
AIR BREAK SWITCH
F.D.
FLOOR DRAIN
O.D.
OUTSIDE DIAMETER
A.C.
ASBESTOS CEMENT
F.D.C.
FIRE DEPARTMENT CONNECTION
OH
OVERHEAD
A/C
AIR CONDITIONING
F.E.S.
FLARED END SECTION
OHE
OVERHEAD ELECTRIC
A.D.
AREA DRAIN
F.F.E.
FINISHED FLOOR ELEVATION
ONUS.
OLD NORTH UTILITY SERVICE
A.F.F.
ABOVE FINISHED FLOOR
FG
FINISHED GRADE
ALT.
ALTERNATE
FH
FIRE HYDRANT
OVH
OVERHANG
ALUM.
ALUMINUM
FIN.
FINISH
P
AMP., A.
AMPERES
FL.
FLOOR
P/A
PARKING AREA
A.O.
ACCESS OPENING
FM
FORCE MAIN
PC
POINT OF CURVATURE
APPROX.
APPROXIMATELY
FOC
FACE OF CURB
PCC
POINT OF COMPOUND CURVATURE
ARCH.
ARCHITECTURAL
FT.
FOOT, FEET
PED
PEDESTAL
ASPH.
ASPHALT
FTG.
FOOTING
PER.
PERIMETER
A.T.F.P.
ANTI -TERRORISM FORCE
PGL
PROPOSED GRADE LINE
PROTECTION
G
PI
POINT OF INTERSECTION
A.W.G.
AMERICAN WIRE GAGE
GA.
GAGE
PINC
POINT OF INTERSECTION ON CURVE
A.W.W.A.
AMERICAN WATER WORKS
GAL.
GALLON
PIV
POST INDICATOR VALVE
ASSOCIATION
GALV.
GALVANIZED
PIV ELEV
POINT OF VERTICAL
B
GC
GENERAL CONTRACTOR
INTERSECTION ELEVATION
BLDG.
BUILDING
G.F.E.
GOVERNMENT FURNISHED
PLT
PLATE
BM.
BENCH MARK
EQUIPMENT
PSF
POUNDS PER SQUARE FOOT
BOC
BACK OF CURB
GL
GAS LINE
PSF
POUNDS/SQUARE FOOT
BOL
BOLLARD
GM
GAS METER
PSI
POUNDS/SQUARE INCH
BRG.
BEARING
G.P.H.
GALLONS/HOUR
PIV STA
POINT OF VERTICAL
BVC
BEGIN VERTICAL CURVE
G.P.M.
GALLONS/MINUTE
INTERSECTION STATION
BVCE
BEGIN VERTICAL CURVE ELEVATION
GND.
GROUND
PT
POINT
BVCS
BEGIN VERTICAL CURVE STATION
GOV'T
GOVERNMENT
PVMT
PAVEMENT
GV
GATE VALVE
C
GW
GUY WIRE
R
C&G
CURB AND GUTTER
R / RAID.
RADIUS
CATV
CABLE TELEVISION
H
RCP
REINFORCED CONCRETE PIPE
CAP.
CAPACITY
HC
HANDICAP
REINF.
REINFORCING
C.B.
CATCH BASIN
HCP
HANDICAP PARKING
REQ.
REQUIRED
CBL
CABLE
HCR
HANDICAP RAMP
REV
REVISED
CEM.
CEMENT
HDW
HEADWALL
R.P.Z.
REDUCED PRESSURE ZONE
CER.
CERAMIC
HP
HIGH POINT
RT
RIGHT
C.F.M.
CUBIC FEET/MINUTE
HSS
HIGH STRENGTH STEEL
R/W
RIGHT OF WAY
C.F.S.
CUBIC FEET/SECOND
HT
HEIGHT
RWM
RIGHT OF WAY MONUMENT
C.I.
CURB INLET
HYD
HYDRANT
C.I.P.
CAST IRON PIPE
S
CIRC.
CIRCULATING
I
SAN
SANITARY SEWER
C.J.
CONSTRUCTION JOINT/
ID.
INSIDE DIAMETER
SB
SOIL BORING
CONTRACTION JOINT
INTX.
INTERSECTION
SCH
SCHEDULE
CK'D
CHECKERED
INV.
INVERT
SET
SETBACK
CKT.
CIRCUIT
ISL
ISLAND
SF
SQUARE FEET
q
CENTER LINE
ITL.
INDEPENDENT TESTING
SHT
SHEET
C.M.
CONCRETE MONUMENT
LABORATORY
SIA
SIAMESE CONNECTION
C.M.P.
CONCRETE METAL PIPE
SIG
SIGNAL
C.M.U.
CONCRETE MASONRY UNIT
J
SOTF
SECURITY OPERATIONS
C.O.
CLEAN OUT
J.B.
JUNCTION BOX
TRAINING FACILITY
COL.
COLUMN
JCT.
JUNCTION
SP
SIGNAL POLE
CONC.
CONCRETE
JT.
JOINT
SPECS
SPECIFICATIONS
COND.
CONDENSATE
SQ. FT.
SQUARE FEET
CONN.
CONNECTION
SR
STATE ROAD
CONST.
CONSTRUCTION
SS
SANITARY SEWER
CONT.
CONTINUOUS
K
STA.
STATION
COR
CONTRACTING OFFICERS
K
K VALVE
STD.
STANDARD
REPRESENTATIVE
KVA
KILOVOLT AMPERE
STM
STORM
C. TO C.
CENTER TO CENTER
KW
KILOWATT
STL
STEEL
C.Y.
CUBIC YARD
SUS.
SANDHILLS UTILITY SERVICE
L
S/W
SIDEWALK
D
L
LENGTH
SWM.
STORMWATER MANAGEMENT
DET.
DETAIL
LF
LINEAR FEET
DI
DROP INLET
LGT
LIGHT
T
DIA.
DIAMETER
LP
LIGHT POLE
T
TANGENT
DIFF.
DIFFUSER
LT
LEFT
TBM
TEMPORARY BENCHMARK
DIM.
DIMENSION
TERR
TERRA COTTA PIPE
D.I.P.
DUCTILE IRON PIPE
M
TEL
TELEPHONE
DISC.
DISCONNECT
MAX
MAXIMUM
TOB
TOP OF BANK
D.J.
DUMMY JOINT
MED
MEDIAN
T/C
TOP OF CURB
DN.
DOWN
MH
MANHOLE
TOE
TOE OF SLOPE
DR.
DRAIN
MIN
MINIMUM
TOP
TOP OF SLOPE
D.S.
DOWN SPOUT
MJ
MECHANICAL JOINT
TOW
TOP OF WALL
DW
DOMESTIC WATER
MON
MONUMENT
TP
TELEPHONE POLE
DWG.(S)
DRAWING(S)
MTL
METAL
TRANS
TRANSFORMER
MW
MONITOR WELL
TYP.
TYPICAL
E
M.U.T.C.D
MANUAL ON UNIFORM
EA.
EACH
TRAFFIC CONTROL
U
E.F.
EXHAUST FAN
DEVICES
U/C
UNDER CONSTRUCTION
EG.
EXISTING GRADE
N
U/G
UNDERGROUND
E.I.P.
EXISTING IRON PIPE
N/A
NOT APPLICABLE
UNO
UNLESS NOTED OTHERWISE
E.J.
EXPANSION JOINT
NOTE:
NORTH AMERICAN DATUM 1927
UP
UTILITY POLE
ELEC.
ELECTRIC
NAD 83
NORTH AMERICAN DATUM 1983
EL.
ELEVATION
NBL
NORTH BOUND LINE
V
E.M.
ELECTRIC METER
NC
NORMAL CROWN
VC
VERTICAL CURVE
EOP
EDGE OF PAVEMENT
NCDEQ
NORTH CAROLINA DEPARTMENT
VCP
VITRIFIED CLAY PIPE
EQUIP.
EQUIPMENT
OF ENVIRONMENTAL QUALITY
EVC
END VERTICAL CURVE
NC DOT
NORTH CAROLINA DEPARTMENT
VV
EVCE
END VERTICAL CURVE ELEVATION
OF TRANSPORTATION
WL
WATER LINE
EVCS
END VERTICAL CURVE STATION
NEMA
NATIONAL ELECTRICAL
WM
WATER METER
EXH.
EXHAUST
MANUFACTURES ASSOCIATION
WSEL
WATER SURFACE ELEVATION
EXP. JT.
EXPANSION JOINT
NIC
NOT IN CONTRACT
WV
WATER VALVE
EXT.
EXTERIOR
NIP
NEW IRON PIPE
WTR
WATER
EX. / EXIST.
EXISTING
N.T.S.
NOT TO SCALE
WWF
WIRE WELD FABRIC
GENERAL EROSION CONTROL NOTES
1. AS REQUIRED BY THE NPDES GENERAL PERMIT NCGO10000, ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
(3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND STABILIZATION TIMEFRAME EXEMPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMIT
NCGO10000 UNDER SECTION 2.13. GROUND STABILIZATION.
2. NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO INSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO APPROVAL BY THE ENGINEERING DIRECTOR
OF CERTIFICATION FORM 1-01.
3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC SITE CONDITIONS.
4. CONTACT THE TOWN OF YOUNGSVILLE PLANNING & ZONING DEPARTMENT, AT 919-925-3401, FOR A PRE -CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
5. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND APPROVAL HAS BEEN OBTAINED FROM THE TOWN OF
YOUNGSVILLE.
6. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH THE NCDEQ EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION.
7. FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE EROSION CONTROL SPECIALIST PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL
MEASURES.
8. SITE GRADING IS TO BE COVERED UNDER THE GENERAL STORMWATER PERMIT NCGO10000. ANY LAND DISTURBING ACTIVITY > 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS
OF THIS GENERAL PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ.
9. THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO PREPARED THE EROSION CONTROL PLAN IS SOLELY RESPONSIBLE FOR IDENTIFICATION AND
LOCATION OF ALL ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT STREAMS AND BUFFERS SHOWN ON THE PLANS.
10. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.
11. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY > ONE ACRE IS REQUIRED TO SELF -INSPECT THE PROJECT. A SELF
INSPECTION, AS WELL AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE PROJECT, IS REQUIRED.
OWNER TO BE RESPONSIBLE FOR MAINTAINING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES DURING AND AFTER CONSTRUCTION. CONTACT CHRIS WRIGHT PHONE
NUMBER 919-863-6385.
GENERAL STORMWATER NOTES
1. ALL ROADWAY CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION EXCEPT WHEN OTHERWISE NOTED.
2. ALL STORM DRAIN PIPES SHALL BE PLACED TO PROPER GRADE AND ALIGNMENT PER APPROVED PLANS.
3. NO CRACKED OR BROKEN PIPES SHALL BE PLACED OR ACCEPTED IN CONSTRUCTION OF THE PROJECT.
4. ALL CATCH BASINS 3'-6" DEEP OR MORE SHALL HAVE STEPS PLACED AT V-2" ON CENTER.
5. EROSION CONTROL MEASURES SHALL BE PLACED AROUND DRAINAGE INLETS AND CATCH BASINS.
6. ALL PIPES IN STORM DRAINAGE STRUCTURES SHALL BE CUT OFF FLUSH WITH THE INSIDE WALL.
7. ALL STRUCTURES SHALL BE SMOOTH INSIDE AND OUTSIDE OF THE STRUCTURE USING MORTAR MIXED TO
MANUFACTURER'S SPECIFICATIONS TO AVOID DEBRIS BUILD-UP OBSTRUCTING FLOW.
8. ALL TAIL DITCHES SHALL HAVE POSITIVE DRAINAGE WITH A MINIMUM 1.0% SLOPE.
9. THE DEVELOPER SHALL OBTAIN ANY OFF -SITE DRAINAGE EASEMENT FROM ADJACENT PROPERTY OWNERS REQUIRED
TO COMPLETE THE IMPROVEMENTS OR PROVIDE POSITIVE DRAINAGE FLOW PRIOR TO CONSTRUCTION PLAN
APPROVAL.
10. ALL CONCRETE FOR DRAINAGE STRUCTURES SHALL BE A MINIMUM OF 3,600 PSI EXCEPT WHERE OTHERWISE NOTED
OR REQUIRED.
11. IF THE DEVELOPER WISHES TO USE ANY PRE -CAST STORM DRAINAGE STRUCTURES WITHIN A PROPOSED STREET
RIGHT-OF-WAY, THEY MUST SUBMIT A PROFESSIONAL ENGINEER CERTIFICATION FOR THE STRUCTURE. ALL
STRUCTURES MUST BE CERTIFIED TO ADEQUATELY CARRY H2O LOADING. PRIOR APPROVAL FROM THE ENGINEERING
DIRECTOR SHALL BE OBTAINED IN ORDER TO INCORPORATE ANY PRE -CAST STORM DRAINAGE STRUCTURES IN A
PROPOSED STREET RIGHT-OF-WAY.
12. UNDER NO CIRCUMSTANCES SHALL A PRE -CAST STORM DRAINAGE STRUCTURE BE CUT OR ALTERED WITHOUT A
PROFESSIONAL ENGINEER'S CERTIFICATION OF ADEQUATE LOAD BEARING STRENGTH FOLLOWING THE ALTERATION
OF THE STRUCTURE, EXCEPT WHERE DESIGNATED "KNOCK -OUT" PANELS ARE PROVIDED.
13. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS
BEEN PLACED.
14. THE LAYING OF PIPE IN THE FINISHED TRENCH SHALL BE STARTED AT THE LOWEST POINT AND LAID UPGRADE. THE BELL
SHALL BE LAID UPGRADE.
15. SURVEY STAKING AND PROPOSED GRADES SHALL BE CONSISTENT WITH PLANS AND FIELD CONDITIONS
16. NO CONSTRUCTION ACTIVITIES ARE ALLOWED TO TAKE PLACE BEYOND THE FLOODPLAIN LINE OR THE STREAM
BUFFER LINE, WHICHEVER IS GREATER, WITHOUT A PERMIT ISSUED BY THE U.S. ARMY CORPS OF ENGINEERS, THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, AND ANSON COUNTY.
GENERAL CIVILfSITE JOB DESCRIPTION
THIS JOB CONSISTS OF OFFICE, WAREHOUSE, STORAGE AND VEHICLE MAINTENANCE SPACE FOR WAKE
ELECTRIC. CONSTRUCTION CONSISTS OF CLEARING AND GRUBBING, SITE GRADING, EROSION CONTROL
MEASURES, SEEDING, DRAINAGE AND UTILITY DESIGN, PAVING AND OTHER WORK AS DESIGNATED.
SCHEDULING NOTES
1. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE PROVIDED FOR ALL LAND
DISTURBING WORK IN ACCORDANCE WITH AN EROSION CONTROL PLAN REVIEWED AND APPROVED BY
NCDEQ.
2. EROSION CONTROL MEASURES SHALL BE INSTALLED BY THE DEVELOPER AND INSPECTED BY ANSON
COUNTY FOR COMPLIANCE PRIOR TO ANY LAND DISTURBING ACTIVITY.
3. ALL PERMANENT EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO THE WORK AT THE
EARLIEST PRACTICAL TIME.
4. ALL TEMPORARY MEASURES SHALL BE MAINTAINED UNTIL THE PERMANENT MEASURES HAVE TAKEN EFFECT
OR ARE APPROVED FOR REMOVAL BY THE CITY OF MONROE ENGINEERING DEPARTMENT.
5. TEMPORARY AND PERMANENT MEASURES SHALL BE COORDINATED TO PROVIDE EFFECTIVE AND
CONTINUOUS EROSION CONTROL THROUGHOUT THE CONSTRUCTION AND POST -CONSTRUCTION
PERIOD TO MINIMIZE SILTATION OF STREAMS, LAKES, RESERVOIRS, AND OTHER IMPOUNDMENTS, GROUND
SURFACES, AND OTHER PROPERTY.
SOIL TYPE
Map Unit Smbind
magp unk"Imame
Acres inj,N Ot
Perck-nUaIA0111
Ca,IE
Ce,61 sandy I an7t, 2 to 5
percent 5Mgpes
13.6
36L�,zl
car
Cecil sandy II1carmm, 5 to 110
percent slid es
3.0
&011
FuC
Pa olet:-Urban land c mmmPlex„ 2
1a 10 percent ebpes
20.E
Totals fbr Area Df Interest
3 .2°
1081
RESOURCE: USDA WEB SOIL SURVEY
SITE NOTES
1. GEOTECHNICAL REPORT WAS PROVIDED BY TERRACON CONSULTING ON FEBRUARY 12, 2020. THE REPORT
PROVIDES THE FINDINGS OF THE SUBSURFACE EXPLORATION AND PROVIDES GEOTECHNICAL
RECOMMENDATIONS CONCERNING EARTHWORK AND THE DESIGN CONSTRICTION OF FOUNDATIONS,
FLOOR SLABS AND PAVEMENT FOR PROPOSED PROJECT. SOIL BORING LOCATIONS, FINDINGS OF
SUBSURFACE MATERIALS, AND GEOTECHNICAL RECOMMENDATIONS.
2. SUBGRADE & BUILDING PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
3. PROOF -ROLLING OF SITE SHALL CONSIST OF A FULLY LOADED, TANDEM -AXLE DUMP TRUCK WEIGHING AT
LEAST 25-TONS AND PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS IN REPORT.
3.A. MITIGATION OF WEAK OR YIELDING SOILS MAY REQUIRE AREAS TO BE UNDERCUT AND REPLACED
WITH SATISFACTORY SOIL MATERIALS AND RE -COMPACTED TO 95% PER ASTM D1557, CHEMICAL
TREATMENT, GEOGRID OR DRYING BY NATURAL MEANS.
4. SATISFACTORY SOILS FOR SELECT FILL: CLEAN, NON -EXPANSIVE FILL MATERIAL, FREE FROM DEBRIS, ROOTS
AND ORGANIC CONTENT. MATERIALS SHOULD CONSIST OF LEAN CLAYS (CL), CLAYEY SAND (SC) OR SILTY
SAND (SM) WITH A PLASTICITY INDEX (PI) BETWEEN 5 AND 20 AND LIQUID LIMIT (LL) LESS THAN 35. THE
MATERIAL SHOULD BE CLASSIFIED IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM (USCS)
4.A. ON -SITE SOILS, MEETING THE REQUIREMENTS ABOVE MAY BE USED AS DIRECTED BY GEOTECHINCAL
ENGINEER.
5. AGGREGATE SURFACE MATERIAL: CLEAN, MIXTURE OF COARSE AND FINE GRADED CRUSHED STONE
MEETING THE FOLLOWING GRADING REQUIREMENTS:
US SIEVE
PERCENT % PASSING
1 Y2INCHES
100
%INCHES
50-100
NO. 4
35 - 65
NO.40
0-32
NO. 200*
3 - 15
LIQUID LIMIT
25
PLASTICITY INDEX
4
5.A. MATERIAL SHALL BE FREE OF VEGETATION, METAL AND OTHER DELETERIOUS MATERIAL.
5.13. RECYCLED OR CRUSHED CONCRETE IS NOT ACCEPTABLE.
5.C. PLACE MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL
COMPACTED BY HEAVY COMPACTION EQUIPMENT. COMPACT AT OPTIMUM MOISTURE CONTENT
TO REQUIRED GRADES, LINES, CROSS SECTIONS, AND THICKNESS TO NOT LESS THAN 100 PERCENT
OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698.
6. CHEMICAL TREATMENT OF SUBGRADE, IF REQUIRED, SHALL CONSIST OF LIME OR CEMENT MIXED INTO
SUBGRADE IN ACCORDANCE WITH NCDOT SPECIFICATIONS AND REFERENCED SECTIONS. PERCENTAGE OF
MATERIAL REQUIRED SHALL BE DETERMINED BY TESTING SUBGRADES PRIOR TO CONSTRUCTION.
7. GEOGRID IN CONJUNCTION WITH AN AGGREGATE SURFACE SHOULD BE USED TO STABILIZE THE SUBGRADE
SOILS FOR THE GRAVEL YARD. THE TOP 81NCHES OF THE SUBGRADE SHOULD BE ADJUSTED TO WITHIN 2
PERCENT OF THE MATERIAL'S OPTIMUM MOISTURE CONTENT AND BE COMPACTED TO AT LEAST 100 PERCENT
OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY PRIOR TO GEOGRID PLACEMENT
8. MOISTURE CONTENT OF SELECT FILL AND ON -SITE SOIL SHALL NOT EXCEED OPTIMUM MOISTURE CONTENT BY
0 PERCENTAGE POINTS BELOW AND TO 3 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT
VALUE OR IS TOO WET TO COMPACT TO SPECIFIED DRY UNIT.
LEGEND EXISTING:
SURVEY CONTROL POINT
MAJOR GROUND CONTOUR
31 MINOR GROUND CONTOUR
Vrr+ VV WATER LINE
1P<11 WATER VALVE
FIRE LINE
FIRE HYDRANT
SANITARY SEWER
STORM DRAINAGE
ELECTRICAL LINE
G J G UNDERGROUND ELECTRICAL LINE
POWER POLE
l
STREET LIGHT
c , GAS LINE
C 0[10 C 0[10 TELECOMMUNICATIONS LINE
FENCE LINE
�. Y" Y. Y Y...Y. ,Y". Y, . TREE LINE
CHERRY PINE OAK
TREES
I\_ 0
.o
G RAVE L
CONCRETE
ASPHALT
°I' ELECTRICAL TRANSFORMER
EXISTING BUILDING TO REMAIN
GENERAL NOTES
1. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL
OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR,
CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE
OWNER OR ENGINEER.
2. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE
ENGINEER FOR DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH
OCCUR DURING THESE CONSTRUCTION ACTIVITIES.
3. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL
SHALL BE PROTECTED DURING CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING
CONSTRUCTION INCLUDING DAMAGES TO OTHER CONTRACTORS &
CONSULTANTS WORK AND SHALL MAKE REPAIRS OR HAVE REPAIRS
MADE BY OTHERS AT HIS EXPENSE.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS
OF ALL EXISTING VAULTS (REGARDLESS OF FUNCTION), METER BOXES,
FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO MATCH FINISHED
GRADES AND SITE PLAN. ALL SUCH WORK SHALL BE COORDINATED
WITH THE ENGINEER AND OWNER.
6. UTILIZE SIGNS, BARRICADES, ETC. TO ENSURE THE SAFETY OF THE
GENERAL PUBLIC.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LAYOUT OF
ALL WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS
DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER AND
OWNER PRIOR TO CONSTRUCTION.
8. BOUNDARY SURVEY WAS PREPARED BY STANTEC CONSULTING
SERVICES, INC. THE BASIS OF BEARING IS NC GRID (NAD 83).
9. THE DRAWING ON SHEET C100, REPRESENTS THE EXISTING
CONDITIONS AS OF JANUARY 27, 2020.
10. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF
DIFFERENCES ARE FOUND, NOTIFY ENGINEER SO THAT
MODIFICATIONS TO THESE DRAWINGS CAN BE MADE.
11. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE
LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES".
12. ANY LAND -DISTURBING ACTIVITY >1 ACRE REQUIRES COMPLIANCE
WITH ALL CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE
STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (PERMIT No. NCGO10000). ANY PERMIT
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND
MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
13. ALL SUBSURFACE DRAINAGE PIPE SHALL BE HDPE UNLESS OTHERWISE
NOTED.
14. THERE ARE NO WETLANDS IDENTIFIED ON THIS SITE BASED ON
NATIONAL WETLAND INVENTORY AND VISUAL INSPECTION BY
STANTEC CONSULTING SERVICES, INC.
LEGEND PROPOSED:
22^
MAJOR CONTOUR
219
MINOR CONTOUR
255.7 X
SPOT ELEVATION
255.7T X
SPOT ELEVATION TOP OF CURB
SD SD
STORM DRAIN LINE
STORM DRAIN SERVICE LINE
O
STORM WATER FLOW DIRECTION ARROW
CO
STORM DRAIN MANHOLE
.��
STORM DRAIN CLEAN OUT
DRAINAGE CHANNEL
- SF - SF
SEDIMENT FENCE
- TP - TP
TREE PROTECTION
- x - x
SITE FENCE
E E
ELECTRIC LINE
ss
SANITARY SEWER LINE
w w
WATER LINE
CURB AND GUTTER
- -
LIMITS OF CONSTRUCTION
TREE LINE
SOIL ROAD
' ' • '' ' '
LIGHT DUTY CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
K*_,AVkC_
GRAVEL PAVEMENT
DEMOLISH
SF : SF - SEDIMENT FENCE OUTLET
STORM DRAIN FLARED END SECTION
FIRE HYDRANT
STRUCTURE
TEMPORARY SKIMMER SEDIMENT BASIN
CHECK DAM WITH A WEIR
TEMPORARY CONCRETE WASHOUT AREA
W
70
m
.E
a)
n
CONSULTANTS:
Civil:
Stantec
801 Jones Franklin Road, Suite 300
Raleigh, NC 27606
MEP/FP:
SSC Engineering, Inc.
18207 Edison Ave.
Chesterfield, MO 63005
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PROFESSIONAL RECORD
A
08
08/14/202
DATE
07-10-2020
PROJECT NUMBER
19.025
TITLE
ABBREVIATIONS
AND LEGEND
SHEET
001