SW1190801_3827 FULL SET 8-13-19_8/27/2019

adwarchitects
environmentsfor life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
C1 11L ENGINEERING SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
C C)c
S IF RU IFI N. D U 4ENIFS I)LANS
V,
LEICES'TER VOLUNrEER 171RE SrFA'rION
1563 ALEXANDER ROAD
T -"PTr11PQT1P"P "9NTC)Q I
,f
w
r
Mattern & Craig
ENGINEERS• SURVEYORS
DATE: JULY 2019
COMMISSION NO..40
#3827 17052 Leicester
Volunteer Fire Station
Leicester
.. SHEET LIST Volunteer Fire
{xr7
FT, T3 rh�,,. - �• S5(ji sir u�s4
x1
SH EET TI TLE Station
R �
�i 18T6
75, "° „ C000..... COVER
1$ C100..... ABBREVIATIONS AND LEGEND
U C101..... NOTES 1563 Alexander Rd.
Alexander � C200..... TOPOGRAPHICAL SURVEY
Weaverville TM5 � L Leicester, NC 28748
C300..... SITE MASTER PLAN
C301..... SITE DETAILS
TfiAi � ��
} , g -- ,,,,'ff� 4 lkz " w" C400..... GRADING & STORMWATER PLAN
T�, ,Tfi,41 C401..... GRADING & STORMWATER DETAILS
Ccll�'bllp,34 C500..... EPSC PHASE 1
hhanspa Crs♦♦ cc �.
Body Maintenance C502..... EPSC DETAILS o� ti
PROJECT AREA ��S 9 -
.,� C600..... UTILITY PLAN
childC601..... UTILITY DETAILS _ ! _ 0
' x C700..... ROADWAY PROFILE _ SE
o _
' n C800..... WALL PROFILE = W
Leicstr LICEStLr Public Library A »t Choice
Leicester Elementary chaol Well service
L
L Icester Leicester Volurner
piDepartment
� ���,'�7�C�'rp" G ��`♦♦
PROJECT LOCATION .� LTvlcester ,��p�lr Flre Department
Gommur■ity G�ntixr
Ferguson Uwfell prilllng
111n Belt United Galnlrig GroLmd Farm
T377 CI , ti'VODdlrn - Methodist Church I_ e I �: f rT r
Gossett Grocery
t375 :5' Newfound baptist Church
11d Darold's small Engines COVER
0
135i
AfltA HISTORIC
- DATE: 07-08-2019
O OI sTTr I C i
N
_ ` d, OnitedState$ PROJECT NO: 17052
Pnstai Service
Asheville � f �,Y�
T O REVISIONS
R � � � NO: DATE: DESCRIPTION:
LLJ
1 2i
U
O
O
O
U
VICINITY MAP LOCATION MAP
N
00
NO SCALE NO SCALE
w THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
o SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
U SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
o OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
CD ARCHITECTS, PA.
Mattern & Craig
00 ENGINEERS* SURVEYORS
12 BROAD STREET SET NUMBER
Iw ASHEVILLE, NORTH CAROLINA 28801
[phone]
FAX [phone]
IiJ
IiJ
cn
:_
0
SHEET NUMBER
a
i�
a
Cn
a
U
J
N
00

I
0
N
N
D
0
U
0
z
w
w
w
ry
m
m
Q
0
CD
r`
N
00
ro
Cr
z
w
CD
J
w
m
m
Q
0
0
N
00
r'M
(f,
LLJ
w
w
w
E
0
0
LL
U
J
r`
N
00
ro
2-WAY TWO-WAY INTERSECTION
--------------------
A/B AS BUILT
AB ANCHOR BOLT,
AGGREGATE BASE
ABAN ABANDON OR ABANDONED
ABBR ABBREVIATION
ABUT ABUTMENT
ABV ABOVE
AC ACRE, ALTERNATING
CURRENT, AIR
CONDITIONING
ACSM AMERICAN CONGRESS ON
SURVEYING & MAPPING
ACT ACOUSTICAL
ADD ADDITIONAL
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
Al ANGLE IRON
ALT ALTERNATE
ALTA AMERICAN LAND TITLE
ASSOCIATION
ALUM ALUMINUM
ANC ANCHOR
APPROX APPROXIMATE
APRV APPROVE(D)
APT APARTMENT
ARCH ARCHITECTURAL
ARV AIR RELEASE VALVE
ASSY ASSEMBLY
AST ABOVEGROUND STORAGE
TANK
AWWA AMERICAN WATER WORKS
ASSOCIATION
AVE AVENUE
AVG AVERAGE
AX AXLE
AZ AZIMUTH
BARB BARBED WIRE (FENCE)
BB BRUSH BARRIER
BDG BRIDGE
BDY BOUNDARY
BEG BEGIN, BEGINNING
BF BUFFER ZONE
BFP BACK FLOW PREVENTER
BFV BUTTERFLY VALVE
BIT BITUMINOUS
BJ BELL JOINT
BKF BACKFILL
BL BASE LINE
BLDG BUILDING
BLKG BLOCKING
BLVD BOULEVARD
B/M BLANKETS & MATTING
BM BENCH MARK, BEAM
BND BOUND
BOL BOLLARD
BOTT BOTTOM
BOV BLOW OFF VALVE
BP BYPASS
BR BRANCH
BRG BEARING
BSMT BASEMENT
BV BUTTERFLY VALVE
BW BOTTOM OF WALL
C CHANNEL, COLD, CABLE
C/C or CENTER TO CENTER
CTOC
C&G CURB & GUTTER
CC&G CONCRETE C&G
CAB CABINET
CAD COMPUTER AIDED
DRAFTING
CADD COMPUTER AIDED
DRAFTING & DESIGN
CALC CALCULATE, CALCULATION
CAP CAPACITY
CB CATCH BASIN
CD CHECK DAM
CE CONSTRUCTION
ENTRANCE/EXIT
CEM CEMETERY
CF CUBIC FEET
CG CHANGE OF GRADE
CHK CHECK
CHKD CHECKED
CI CAST IRON
CIP CULVERT INLET
PROTECTION,
CAST -IN -PLACE, CAST
IRON PIPE
CIRC CIRCULAR
CKT CIRCUIT
CL CENTER LINE
CLF CHAIN LINK FENCE
CLR CLEAR, CLEARANCE
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY
UNITS
CND CONDUIT
CNTL CONTROL
CO CLEAN OUT
COGO COORDINATE GEOMETRY
COMB COMBINATION
CONC CONCRETE
CONN CONNECT, CONNECTION
CONST CONSTRUCTION
EXI STI N G
CONT CONTINUOUS
CONTR CONTRACTOR
COR
CORNER
COV
COVER
CP
COORDINATE POINT,
CONTROL POINT
CPED
CABLE PEDESTAL
CPLG
COUPLING
CPP
CORRUGATED PLASTIC
PIPE
CR
CREEK
CRS
CONSTRUC11ON ROAD
STABILIZATION
CR STONE
CRUSHED STONE
CSW
CONCRETE SIDEWALK
CTR
CENTER
CTY
COUNTY
CU
CUBIC, COPPER
CULV
CULVERT
CV
CHECK VALVE
CY
CUBIC YARD
D
DEPTH OR DEGREE OF
CURVE
DAT
DATUM
DB
DEED BOOK
DC
DUST CONTROL
DD
TEMPORARY DIVERSION
DIKE
DEG
DEGREE
DEPT
DEPARTMENT
DEMO
DEMOLISH, DEMOLITION
DF
DRINKING FOUNTAIN
DI
DROP INLET, DUCTILE
IRON
DIA
DIAMETER
DIM
DIMENSION
DIP
DUCTILE IRON PIPE
DISC
DISCONNECT
DIV
DIVISION
DMH
DROP MANHOLE
DN
DOWN
DR
DRIVE
DS
DOWN SPOUT,
DEWATERING STRUCTURE
DTL
DETAIL
DV
DIVERSION
DW, D/W
DRIVEWAY
DWL
DWELLING
DWG
DRAWING
E
EAST, ELECTRIC
EA
EACH
EBL
EASTBOUND LANE
EC
END OF CURVE
EF
EACH FACE
EG
EDGE OF GRAVEL
EJ
EXPANSION JOINT
EL, ELEV
ELEVA11ON
ELEC
ELECTRICAL
EM
ELECTRIC METER
ENGR
ENGINEER
ENTR
ENTRANCE
EOL
END OF LINE
EP
EDGE OF PAVEMENT
EPA
ENVIRONMENTAL
PROTECTION AGENCY
EPED
ELECTRIC PEDESTAL
EQ
EQUAL
EQPT
EQUIPMENT
EPSC
EROSION PREVENTION AND
SEDIMENT CONTROL
ESMT
EASEMENT
EST
ESTIMATE
EV
EVERGREEN
EW
EACH WAY, ENDWALL
EX, EXIST
EXISTING
EXC
EXCAVATE
EXP
EXPANSION
EXT
EXTERIOR, EXTENSION
F
FOUND
FAC
FACILITY
FC
FACE OF CURB
FD
FLOOR DRAIN,
TEMPORARY FILL
DIVERSION
FDN
FOUNDATION
FEMA
FEDERAL EMERGENCY
MANAGEMENT AGENCY
FES
FLARED END SECTION
FF
FINISH FLOOR
FFE
FINISHED FLOOR
ELEVATION
FGL
FIBERGLASS
FH
FIRE HYDRANT
FIG
FIGURE
FIN
FINISH
FIXT
FIXTURE
FL
FLOOR
FLD
FIELD
FLEX
FLEXIBLE
FLG
FLANGE
FM
FORCE MAIN
FO
FIBER OPTIC
FP
FENCE POST
FR
FRAME, FILTER RING
FR RD
FRONTAGE ROAD
FS
FIRE SERVICE
FT
FOOT
FTG
FOOTING, FITTING
PROPOSED
FTK
FUEL TANK
FUST
FILL PORT -
UNDERGROUND STORAGE
TANK
FUT
FUTURE
FWD
FORWARD
FWY
FREEWAY
G
GAS (NATURAL)
GA
GABION
GAL
GALLON
GALV
GALVANIZED
GAR
GARAGE
GC
GENERAL CONTRACTOR
GE
GEOTEX11LE
GEN
GENERAL
GEO
GEOGRAPHIC
GIS
GEOGRAPHIC INFORMATION
SYSTEM
GM
GAS METER
GND
GROUND
GR
GRAVEL
GOVT
GOVERNMENT
GPM
GALLONS PER MINUTE
GPS
GLOBAL POSITIONING
SYSTEM, GALLOWS PER
SECOND
GRTG
GRATING
GT
GROUT, GRADIENT
TREATMENT
GV
GAS VALVE, GATE VALVE
GW
GRAY WATER
H
HOT
HAZMAT
HAZARDOUS MATERIAL
HB
HOSE BIBB
HCAP
HANDICAP
HD
HEAVY DUTY, HEAD
HDPE
HIGH DENSITY
POLYETHYLENE
HGT
HEIGHT
HK
HOOK
HM
HOLLOW METAL
HOR, HORIZ
HORIZONTAL
HP
HORSE POWER, HIGH
PRESSURE
HPT
HIGH POINT
HV
HIGH VOLTAGE
HVAC
HEATING, VENTILATING &
AIR CONDITIONING
HYD
HYDRANT, HYDRAULIC
HWY
HIGHWAY
IRON, INTERSTATE
ICV
IRRIGATION CONTROL
VALVE
ID
INSIDE DIAMETER
IE
INVERT ELEVA11ON
IN
INCH
INSP
INSPECT
INSUL
INSULATION
INV
INVERT
IP
IRON PIN, INLET
PROTECTION
IR
IRON ROD
IRR
IRRIGATION
JB JUNCTION BOX
JCT JUNCTION
JT JOINT
K
COPPER
KG
KILOGRAM
KW
KILOWATT
L
LENGTH, LONG
LBL
LABEL
LAT
LATERAL, LATITUDE
LC
LONG CHORD
LF
LINEAL FOOT
LG
LONG, LENGTH
LIC
LICENSE
LIM
LIMIT
LK
LAKE
LOC
LOCATION
LOD
LIMITS OF DISTURBANCE
LN
LINE, LANE LONG
LONGITUDE
LP
LIGHT POLE
LR
LONG RADIUS
LS
LEVEL SPREADER
LT
LEFT
LTD
LIMITED
LTG
LIGHTING
LPT
LIQUID PROPANE TANK
M
METER
MACH
MACHINERY
MAINT
MAINTENANCE
MAG
MAGNETIC
MAJ
MAJOR
MAS
MASONRY
MATL
MATERIAL
MAX
MAXIMUM
MB
MAILBOX
MECH
MECHANICAL
MFR
MANUFACTURER
MH
MANHOLE, MOUNTING
HEIGHT
MIN
MINIMUM, MINUTE
MISC
MISCELLANEOUS
MJ
MECHANICAL JOINT
MKR
MARKER
MM
MASTER METER,
MILLIMETER
MO
MASONRY OPENING
MON
MONUMENT
MRM
MILE REFERENCE MARKER
MSDS
MATERIAL SAFETY DATA
SHEET
MTD
MOUNTED
MTG
MOUNTING
MTL
METAL
MU
MULCHING
MV
MUD VALVE
MWEL
MONITORING WELL
N
NORTH, NEW
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN
VERTICAL DATUM
N&C
NAIL AND CAP
NC
NORTH CAROLINA
NCDEH
NC DIVISION OF
ENVIRONMENTAL HEALTH
NCDENR
NC DEPT. OF
ENVIRONMENT AND
NATURAL RESOURCES
NCDOT
NC DEPT OF
TRANSPORTATION
NEC
NATIONAL ELECTRICAL
CODE
NIC
NOT IN CONTRACT
NO
NUMBER
NPDES
NATIONAL POLLUTANT
DISCHARGE ELIMINATION
SYSTEM
NTS
NOT TO SCALE
0
OLD
02
LIQUID OXYGEN
OC
ON CENTERS
OD
OUTSIDE DIAMETER
OH
OVERHEAD
OP
OUTLET PROTECTION
OPER
OPERATOR
OPNG
OPENING
OPP
OPPOSITE
OPRV
OVER PRESSURE RELIEF
VALVE
ORN
ORNAMENTAL
ORTHO
ORTHOGRAPHIC
PHOTOGRAPHY
OSHA
OCCUPATIONAL SAFETY &
HEALTH ADMINISTRATION
PB
PAPER BOX
PC
POINT OF CURVE
PCC
POINT OF COMPOUND
PIED
PEDESTAL, PEDESTRIAN
PER
PERIMETER
PERF
PERFORATED
PERP
PERPENDICULAR
PF
PAVED FLUME
PG
PAGE, PRESSURE GAUGE
PI
POINT OF INTERSECTION
PIV
POST INDICATOR VALVE
PK
PARKER-KALON (SURVEY)
NAIL
PKG
PARKING
PKWY
PARKWAY
PL
PLATE, PROPERTY LINE,
PLACE
PLG
PLUG
PLYWD
PLYWOOD
PNL
PANEL
PNT
POINT
POL
POINT ON LINE
PP
POWER POLE
POB
POINT OF BEGINNING
POT
POINT ON TANGENT
PRC
POINT OF REVERSE
CURVE
PROP
PROPERTY
PRV
PRESSURE REDUCING
VALVE
PS
PUMP STATION,
PERMANENT SEEDING
PSI
POUNDS PER SQUARE
INCH
PT
POINT, POINT OF
TANGENT
PUB
PULL BOX
PVC
POLYVINYL CHLORIDE
PVI
POINT OF VERTICAL
INTERSECTION
PVMT
PAVEMENT
PVT
PRIVATE
PWR
POWER
QUAD
QUADRANGLE
QUAL
QUALITY
QTY
QUANTITY
( R)
RAW WATER
R
RADIUS, RISER
RAD
RADIUS
RAS
RETURN ACTIVATED
SLUDGE
RCP
REINFORCED CONCRETE
PIPE
RD
ROOF DRAIN, ROAD
RDCR REDUCER
REBAR REINFORCING STEEL
RECPT RECEPTACLE
RECT RECTANGULAR
REINF REINFORCE,
REINFORCEMENT
REF REFERENCE
REL RELOCATED
REPL REPLACE
REQD REQUIRED
REV REVISION, REVERSE
RIV RIVER
RLS REGISTERED LAND
SURVEYOR
RR RAILROAD, RIP RAP
RRS RAILROAD SPIKE
RTE ROUTE RT RIGHT R/W,
ROW RIGHT OF WAY
RWD RIGHT OF WAY DIVERSION
RWM RIGHT OF WAY
MONUMENT
RXR HIGHWAY -RAIL GRADE
----- CROSSING MARKER
---------------
S SANITARY SEWER, SOUTH,
SWITCH
SAF SAFETY FENCE
SALV SALVAGE
SAN SANITARY
SB SETTING BASIN, SEDIMENT
BASIN, SPLASH BLOCK
SC SIGNAL CONTROL, STREAM
CROSSING
SCC STORMWATER
CONVEYANCE CHANNEL
SCH SCHOOL
SCHD SCHEDULE
SCR SCREEN
SD STORM DRAIN,
SUBSURFACE DRAIN
SDC STREAM DIVERSION
CHANNEL
SEC SECOND(S), SECONDARY,
SECURITY
SECT SECTION
SEP SEPTIC TANK
SER SERVICE
SF SILT FENCE
SHLD SHOULDER
SHT SHEET
SHTG SHEETING
SIG SIGNAL
SIM SIMILAR
SL SIDELINE
SLD SATELITE DISH
SN SIGN
SO, SOD SODDING
SPEC SPECIFICA11ON
SP SIGNAL POLE
SPCS STATE PLANE
COORDINATE SYSTEM
SQ SQUARE
SR STATE ROUTE, SURFACE
ROUGHENING
SS STAINLESS STEEL
SSS STRUCTUAL STREAMBANK
STABILIZA11ON
ST STREET, SEDIMENT TRAP,
STATE
STA STATION
STB STRAW BALE BARNER
STD STANDARD
STL STEEL
STR STRAIGHT, STRUCTURE
STRUCT STRUCTURAL
STY STORY
SUCT SUCTION
SUR SURVEY
SURF SURFACE
SURV SURVEY
SW SOLVENT WELD
S/W SIDEWALK
SYMM SYMMETRICAL
T TREAD, TOP, TELEPHONE
TA TURN ARROW
T&B TOP AND BOTTOM
TBM TEMPORARY BENCH MARK
TC TURBIDITY CURTAIN
TDC TURNED DOWN CURB
TDEC TENNESSEE DEPT. OF
ENVIRONMENT &
CONSERVA11ON
TDOT TENNESSEE DEPT. OF
TRANSPORTATION
TELE TELEPHONE
TEMP TEMPORARY
TER TERRACE
THK THICK
TK TANK
TLP TRAFFIC LIGHT POLE
TN TENNESSEE
TO TOPSOILING
TOPO TOPOGRAPHIC
TP TELEPHONE POLE, TREE
PROTECTION
TPED TELEPHONE PEDESTAL
TR TREE, TRAIL
TR-CON TREE - CONIFER
TRAF TRAFFIC
TRANS TRANSFORMER
TRTD
TREATED
TS
TOP OF SLAB,
TEMPORARY SEEDING
TSC
TEMPORARY STREAM
CROSSING
TSD
TEMPORARY SLOPE DRAIN
TV
TELEVISION
TW
TOP OF WALL
TWRA
TENNESSEE WILDLIFE
RESOURCES AGENCY
TYP
TYPICAL
USACE
UNITED STATES ARMY
CORPS OF ENGINEERS
UGE
UNDERGROUND ELECTRIC
UG
UNDERGROUND
UON
UNLESS OTHERWISE
NOTED
USC
UTILITY STREAM
CROSSING
USC&GS
UNITED STATES COAST
AND GEODETIC SURVEY
USGS
UNITED STATES
GEOLOGICAL SURVEY
US HWY
UNITED STATES HIGHWAY
UST
UNDERGROUND STORAGE
TANK
UT
UTILITY
UTM
UNIVERSAL TRANSVERSE
MERCATOR
V, VAL
VALVE
VA
VIRGINIA
VAP BAR
VAPOR BARRIER
VBMP
VIRGINIA BASE MAPPING
PROGRAM
VC
VERTICAL CURVE
VCP
VITRIFIED CLAY PIPE
VDEQ
VIRGINIA DEPARTMENT OF
ENVIRONMENTAL QUALITY
VDH
VIRGINIA DEPARTMENT OF
HEALTH
VDOT
VIRGINIA DEPARTMENT OF
TRANSPORTATION
VEG
VEGETATION
VEH
VEHICLE
VERT
VERTICAL
VGIN
VIRGINIA GEOGRAPHIC
INFORMATION NETWORK
VIF
VERIFY IN THE FIELD
VLT
VAULT
VN
VENT
VOL
VOLUME
VPI
VERTICAL POINT OF
INTERSECTION
VSD
VERTICAL SIGHT DISTANCE
VSS
VEGETATIVE STREAMBANK
STABILIZA11ON
VVLT
VALVE VAULT
W
WIDE FLANGE, WIDE,
WATER
W/
WITH
W/0
WITHOUT
WBL
WESTBOUND LANE
WD
WOOD
WF
WOOD FENCE
WH
WELL HOUSE OR SPRING
HOUSE
WL
WATER LINE, WATER
LEVEL
WM
WATER METER
WPR
WATERPROOFING
WS
WATER SURFACE
WT
WATERTIGHT, WEIGHT
WV
WATER VALVE
WVDOT
WEST VIRGINIA
DEPARTMENT OF
TRANSPORTATION
WW
WI N GWALL
WWF
WELDED WIRE FABRIC
WWM
WELDED WIRE MESH
X-ING
CROSSING
XREF
CROSS REFERENCE
XWLK
CROSSWALK
YD
YARD
ZN
ZONE
STANDARD CIVIL SYMBOL LEGEND
EXIST
PROP
DESCRIPTION
EXIST
PROP
DESCRIPTION
OAI
ANGLE IRON
SHRUB - 3 TYPES
9RV
41RV
AIR RELEASE VALVE
OAX
AXLE
FP
IB_F­PI
BACK FLOW PREVENTER
m
SATELLITE DISH
JH
•BH
GEOLOGIC BORE HOLE
T
SIGN
E
BASELINE
>
SANITARY SEWER FLOW
BENCHMARK RV PAINTED STOP MARKER
0BOL OBOL BOLLARD PAINTED STOP BAR
�BOV OV BLOW OFF VALVE PAINTED AHEAD MARKER
❑ ■ CATCH BASIN PAINTED ENDS MARKER
CHECK DAM PAINTED LANE MARKER
Co CO CENTERLINE �N6d Jill PAINTED ONLY MARKER
O • CLEAN OUT
e Xx CP# COORDINATE POINT D R R PAINTED RXR MARKER
© © CABLE PEDESTAL pp II
DEMOLISH MARK HK PAINTED SCHOOL MARKER
❑��� • `i DROP INLET u N � PAINTED YIELD MARKER
X� x ELEV SPOT ELEVATIONS o00000 A&&&&& PAINTED YIELD BAR
o EM • EM ELECTRIC METER + 3 WAY TRAFFIC ARROW
© m ELECTRIC PEDESTAL TRAFFIC ARROW - LEFT
-6- FIRE HYDRANT TRAFFIC ARROW - RIGHT
FLOW ARROW TRAFFIC ARROW - STRAIGHT
c� FLAG POLE TRAFFIC ARROWS- STRAIGHT & L
© FENCE POST �► TRAFFIC ARROWS- STRAIGHT & R
OF —UST FILL PORT -UST F TELEPHONE - PAY PHONE
M GAS METER S S PIPE TERMINIS
® GROUND SHOT TRAFFIC LIGHT POLE
r
> GUY WIRE
�cv .; V GAS VALVE TELEPHONE POLE
ACCESSIBLE SYMBOL m TELEPHONE PEDESTAL
oICV eICV IRRIGATION CONTROL VALVE TREE - 4 TYPES
O PF IRON PIN - FOUND 0 0
IPN
• IRON PIN - NEW
IPo
O IRON PIN — OLD
IRO IRON ROD — OLD
•IRCN IRON ROD W/ CAP — NEW���u�� a� r TREE EVERGREEN — 3 TYPES
• IRON ROD — NEW
\p\ ��q/r q I r
IRN - - - -�
��.
;'!l h,
El
■JB JUNCTION BOX
❑ o W LIGHT POLE
PT LIQUID PROPANE TANK ETV 1@TV TELEPHONE VAULT
OMB MAIL BOX oVN VENT - MANHOLE, UST, ETC
O • MANHOLE ❑vv �VV VALVE VAULT
0 MASTER METER DWELL WELL
❑ ® MONUMENT -a- WATER METER
® 0 MONITORING WELL ®WV 6WV WATER VALVE
oIL AST — PETROLEUM OIL
APB PAPER BOX PIPE FITTINGS
0 PIN CONTROL POINT
•PKN PK NAIL NEW -�+ 11.25' BEND
OPKO PK NAIL OLD 22.5' BEND
R R PROPERTY LINE + 45' BEND
► PLUG - WATERLINE 4- 90' BEND
+ DEFAULT POINT MARK COUPLING
0PM *Pm PARKING METER i PIPE JOINT MARK
El- POWER POLE PIPE TEE
6PRV 6PRV PRESSURE REDUCING VALVE
❑PPS
s BPLANTED STONE
z v PULL BOX SECTION SYMBOL
C7 Q PUMP
D 0 REDUCER
RR ® RAILROAD SIGNAL SHEET WHERE SECTION
ORRS •RRS RAILROAD SPIKE IS DRAWN
C3.1 DETAIL NUMBER
® m ROW MONUMENT ��Ils
SHEET WHERE SECTION
SC ® SIGNAL CONTROLLER CUT
SEP ® SEP11C TANK
STANDARD CIVIL
LINEWORK
LEGEND
DESCRIPTION
EXISTING
PROPOSED
DESCRIPTION
EXISTING
PROPOSED
DESCRIPTION
EXISTING
BUILDING WITH PORCH OR STOOP
35 ��
35 -
CONTOUR, CONTOUR WITH ELEVATION
S
S
SANITARY SEWER
UTIL
FOUNDATION ONLY
TREE LINE
FM
FM
FORCE MAIN - PROFILE
E/T
CONCRETE CURB
. - ,
�-� , , �—
CENTERLINE CREEK, SWALE OR DITCH
FM
FM
FORCE MAIN - PLAN
,
E/T/C
CONCRETE CURB & GUTTER
WETLANDS LIMITS
G
G
GAS MAIN OR SERVICE LINE
PE
CONCRETE WALK OR SLAB
FLOODWAY-FLOODPLAIN
w
W
WATER MAIN OR SERVICE LINE
OR
PAVEMENT
PROPERTY LINE
E
E
ELECTRICAL LINE
OR
OR
TE
UNPAVED OR GRAVEL ROAD
UE
UE
UNDERGROUND ELECTRICAL LINE
OR
RAILROAD
CENTERLINE
T
T
TELEPHONE LINE
GUARDRAIL
E�
BASELINE
UT
UT
UNDERGROUND TELEPHONE LINE
WIRE FENCE
LIMITS OF WORK
Fo
FO
FIBER OPTIC LINE
CHAINLINK FENCE
► ► ►
DIREC11ON OF FLOW
FO-U
FO-U
UNDERGROUND FIBER OPTIC LINE
WOODEN FENCE
SID
D mmmmml
STORM DRAIN AND ENDWALL
C
C
CABLE LINE
OR
PROPOSED DESCRIPTION
UTIL
E/T
E/T/C
OR PE
OR TE
0
OR
UTILITY CONDUIT
ELECTRICAL\TELEPHONE LINES
ELECTRICAL\TELEPHONE\CABLE LINES
PERMANENT EASEMENT
TEMPORARY EASEMENT
ABANDON OR REMOVE
PAVED DITCH
DRIVEWAY CULVERT
CULVERT WITH FLARED END SECT.
adwarchitects
environmentsfor life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
Mattern & Craig
-900OLMENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
.�`. H CA R
�
i o.�oFEssio
AL
7
d� /7
" F
0 .
ABBREVIATIONS AND
LEGEND
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C100

GENERAL EROSION CONTROL - NOTES:
I.
0
N
0
N
0
0
i
i
cn
w
0
=
0
U
r`
N
00
M
7
0
=
w
CD
w
J
I
>
w
m
m
Q
0
0
U
r`
N
00
r'M
cn
w
w
=
Cn
Cn
w
w
=
Cn
C
E
�
0
W
0
W
LL
Cn
a)
0
.0
J
r`
N
GENERAL CONSTRUCTION NOTES:
1. ALL FIELD AND CONSTRUCTION TESTING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR (MATERIAL COMPOSITION, COMPACTION, CONCRETE TESTING, ETC.).
2. ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL OF THE ENGINEER.
3. ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED SHALL BE PERFORMED BY THE CONTRACTOR AND THE COST OF
SAME SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS RELATED ITEMS.
4. THE CONTRACTOR (AND ANY SUBCONTRACTORS) SHALL BE SOLEY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS, TOGETHER WITH
EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS INCLUDING EMPLOYEES) AND PROPERTY. IT IS ALSO THE SOLE RESPONSIBILITY OF THE
CONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OR COUNTY AND NC ONE -CALL UNDERGROUND UTILITY NOTIFICATION CENTER (811 IN NC OR 800-632-4949) AT LEAST 72 HOURS
PRIOR TO COMMENCING CONSTRUCTION. www.nc8ll.com
6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
7. ANY PROPERTY CORNER PINS OR PERMANENT SURVEY MARKINGS DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A REGISTERED SURVEYOR AT THE CONTRACTOR'S
EXPENSE.
8. NO NON -RUBBER TIRE VEHICLE SHALL BE MOVED ON STREETS; EXCEPTIONS MAY BE GRANTED WHERE SHORT DISTANCES AND SPECIAL CIRCUMSTANCES ARE INVOLVED.
GRANTING OF EXCEPTIONS MUST BE IN WRITING AND ANY RESULTING DAMAGE MUST BE REPAIRED TO THE SATISFACTION OF THE HIGHWAY DEPARTMENT OR DOT.
9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN THE VICINITY OF EXISTING TREES TO REMAIN, TAKING ALL MEASURES POSSIBLE TO PROTECT AND
PRESERVE THEM. THE CONTRACTOR SHALL BE GOVERNED BY THE PROVISIONS OF HIS CONTRACT WITH THE OWNER.
10. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT) WORK ZONE SAFETY MANUAL AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR CONSTRUCTION AND MAINTENANCE OPERATIONS.
COPIES OF WHICH ARE AVAILABLE AT: www.NCDOT.gov/programs/workzonesofety
11. STEADY -BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES DRUMS AND SIMILAR TRAFFIC DEVICES IN USE AT NIGHT. CONES ARE NOT PERMITTED TO BE
USED FOR NIGHT WORK.
12. ALL TRENCHES WITHIN RIGHT-OF-WAY SHALL BE BACKFILLED OR SECURELY PLATED DURING NON -WORKING HOURS.
13. ACCESS TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.
14. ALL AREAS WITHIN THE PUBLIC RIGHT-OF-WAY THAT ARE DISTURBED BY THIS PROJECT SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.
15. AT ALL UTILITY CROSSINGS WHERE THE EXISTING UTILITY IS EXPOSED IN THE TRENCH, THE BACKFILL SHALL CONSIST OF COMPACTED GRANULAR MATERIAL BETWEEN THE
DEEPER AND SHALLOWER PIPE.
16. AT PROPOSED UTILITY OR SERVICE CROSSINGS WITHIN ROADWAY, BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL THE FULL DEPTH OF TRENCH IN ACCORDANCE WITH
STANDARD DETAIL AND SPECIFICATIONS. COST IS TO BE INCLUDED IN THE PRICE BID FOR RELATED PIPE.
17. WHERE NECESSARY TO DISTURB PAVEMENTS OR DRIVES, THE PAVEMENT SHALL BE SAW CUT IN NEAT, STRAIGHT LINES. THE DEPTH OF SAW CUT SHALL BE AT LEAST 2
INCHES.
18. THE OWNER OR ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR CONSEQUENCES OF CONSTRUCTION. THE OWNER OR ENGINEER WILL
NOT BE RESPONSIBLE FOR SAFETY ON THE JOB SITE, OR FOR FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT DOCUMENTS.
19. THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO OWNERS PROPERTY OR PUBLIC RIGHT-OF-WAY AREA DEFINED AND PERMITTED AS PERMANENT AND/OR
TEMPORARY CONSTRUCTION EASEMENTS.
20. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAT EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATER COURSES
THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE GRADES AND CROSS SECTIONS THAT EXISTED BEFORE CONSTRUCTION UNLESS OTHERWISE INDICATD ON
THE PLANS.
21. ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION
OF THE OWNER AND ENGINEER. THE COST OF SUCH WORK SHALL BE PAID FOR BY THE CONTRACTOR.
22. ENCROACHMENT AGREEMENTS OR PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY FOR EXISTING STREETS MUST BE OBTAINED FROM THE DOT BEFORE COMMENCING
CONSTRUCTION. WHEN OPEN -CUTTING OF EXISTING PAVEMENT IS REQUIRED, CONTROLLED DENSITY BACKFILL (OR FLOWABLE FILL) MAY BE USED, IF PERMITTED, IN PLACE OF
COMPACTED GRANULAR BACKFILL. ASPHALT SURFACES SHALL BE HEAT WELDED.
23. WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND
THE ENGINEER.
24. BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S. POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE
POSTAL SERVICE.
25. ALL BENCHMARKS ARE BASED ON NORTH AMERICAN DATUM (NAD83).
26. CONTRACTOR AND OWNER SHALL ENSURE FIRE DEPARTMENT ACCESS AND WATER SUPPLY TO THE TEMPORARY AND PERMANENT FACILITIES AT ALL TIMES DURING
CONSTRUCTION.
GENERAL GRADING AND DRAINAGE NOTES:
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT AFFECTING THE UNIT
BID OR LUMP SUM PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM
MOISTURE CONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN 95% (100% IN THE
TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE
STANDARD PROCTOR METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE INSTALLED AND FUNCTIONING PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION
CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE COMPLETION
OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A
STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND ALL SILT
WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO
ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER.
5. DISPOSABLE MATERIAL:
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED
FROM THE SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION
REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS WATER PIPE HYDRANTS CASTINGS PIPE APPURTENANCES UTILITY POLES ETC., SHALL BE THE PROPERTY OF THE SPECIFIC
UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY
ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING ALL NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC
LOCATION OF BURNING. AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE
DISPOSED OF AS SPECIFIED IN "B" ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF WAITING FOR A "BURNING DAY".
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS
AND STONE AS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY
PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND
FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. WHERE SPECIFIED, STORM DRAIN PIPE INDICATED TO BE CORRUGATED METAL PIPE (CMP) SHALL CONFORM TO AASHTO M-36, WITH REROLLED ENDS TO ACCOMMODATE
CORRUGATED COUPLING BANDS. 18" PIPE SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE 12 GAUGE AS SPECIFIED ON THE
PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3 FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE
BANDS SHALL NOT BE USED.
10. WHERE SPECIFIED, STORM DRAIN PIPE INDICATED TO BE HIGH DENSITY POLYETHELENE (HDPE) SHALL CONFORM TO AASHTO M252 & M294 AND AASHTO F2306, WITH DOUBLE
WALL SMOOTH INTERIOR, AND WATER TIGHT JOINTS CONFORMING TO ASTM D3212. PIPE SHALL BE BACKFILLED PER MANUFACTURERS RECOMMENDATION BASED ON TYPE,
DIAMETER AND BURIAL DEPTH. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE "HANCOR BLUE SEAL" OR APPROVED EQUAL.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES
840-1 THROUGH 840-3. CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD
DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS., U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH
R-3339A OR EQUAL. FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION).
CONCRETE SHALL BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL
MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. PRECAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
1. THE PURPOSE OF THIS EROSION CONTROL PLAN IS TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE WORK AREA DURING CONSTRUCTION. THEREFORE, NCDEQ,
THE COUNTY, THE ENGINEER, OR THE OWNER MAY REQUIRE CHANGES BE MADE TO THIS PLAN AT ANY TIME.
2. PRE -CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE DESTROYED, REMOVED OR DISTURBED MORE THAN 7 DAYS PRIOR TO BEGINNING MAJOR GRADING OPERATIONS.
3. CLEARING AND GRUBBING SHALL BE HELD TO THE MINIMUM NECESSARY FOR GRADING AND EQUIPMENT OPERATION. WHERE POSSIBLE LEAVE ALL EXISTING VEGETATION TALL
UNTIL CONSTRUCTION IS COMPLETE.
4. CONTRACTOR SHALL SEQUENCE CONSTRUCTION ACTIVITIES TO MINIMIZE THE EXPOSURE TIME OF DISTURBED AREAS.
5. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE, FUNCTIONAL AND INSPECTED BEFORE GRADING OPERATIONS BEGIN, AND MUST BE MAINTAINED SO
AS TO REMAIN FUNCTIONAL THROUGHOUT THE CONSTRUCTION PERIOD. TEMPORARY MEASURES THAT COULD IMPEDE THE DAYS WORK MAY BE REMOVED AT THE BEGINNING OF
THE WORKDAY, BUT MUST BE REPLACED AT THE END OF THE WORKDAY.
6. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON OR NEAR THE SITE:
A. THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE.
B. THE DATES WHEN STABILIZATION MEASURES ARE INITIATED.
C. INSPECTION AND RAINFALL RECORDS.
7. CONTRACTOR SHALL MAINTAIN A RAIN GAUGE ON SITE AND RECORD DAILY RAINFALLS, OR USE A REFERENCE SITE FOR A RECORD OF DAILY PRECIPITATION AMOUNTS.
INSPECTION:
1. THE CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL WHO HAVE SUCCESSFULLY COMPLETED THE "EROSION & SEDIMENT CONTROL / STORMWATER INSPECTOR" COURSE OR
AN EQUIVALENT TRAINING, THAT PROVIDES A WORKING KNOWLEDGE OF STANDARD PRACTICES TO PERFORM ALL INSPECTIONS OF SEDIMENT AND EROSION CONTROLS.
2. INSPECTIONS SHALL BE PERFORMED AT LEAST ONCE A WEEK SEPARATED BY AT LEAST 72 HOURS. PORTIONS OF THE WORK AREA THAT HAVE BEEN TEMPORARILY STABILIZED
OR RUNOFF IS UNLIKELY DUE TO FREEZING INSPECTIONS ONLY HAVE TO BE CONDUCTED ONCE PER MONTH UNTIL THAWING RESULTS IN RUNOFF OR CONSTRUCTION ACTIVITY
RESUMES.
3. INSPECTION REQUIREMENTS DO NOT APPLY TO DEFINABLE AREAS THAT HAVE BEEN PREVIOUSLY STABILIZED.
4. INSPECTIONS SHALL INCLUDE BUT SHALL NOT NECESSARILY BE LIMITED TO:
A. ALL DISTURBED AREAS THAT HAVE NOT BEEN PERMANENTLY STABILIZED.
B. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.
C. ALL ESTABLISHED STRUCTURAL CONTROL MEASURES.
D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE WORK AREA.
E. EACH OUTFALL POINT WHERE RUNOFF LEAVES THE SITE OR ENTERS WATERS OF THE STATE.
1. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE
SYSTEM.
2. STRUCTURAL CONTROL MEASURES SHALL BE INSPECTED FOR DAMAGE AND ADEQUATE CAPACITY.
3. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE WORK AREA SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING AND ANY OTHER MATERIAL LEAVING THE
WORK AREA.
4. OUTFALL POINTS SHALL BE INSPECTED TO DETERMINE WHETHER EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACT
TO RECEIVING WATERS. WHERE DISCHARGE LOCATIONS ARE INACCESSIBLE, NEARBY DOWNSTREAM LOCATIONS SHALL BE INSPECTED.
5. ALL REQUIRED WEEKLY MUST BE DOCUMENTED AND INCLUDE:
A. THE SCOPE OF THE INSPECTION.
B. NAME AND TITLE OF THE PERSONNEL MAKING THE INSPECTION.
C. THE DATE OF THE INSPECTION.
D. LOCATIONS OF ANY DISCHARGES OF SEDIMENT/POLLUTANTS FROM THE SITE.
E. ANY CONTROL DEVICE THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE.
F. ANY MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE SWPPP
G. ACTIONS TAKEN TO CORRECT ANY FAILURES OR INADEQUACIES.
6. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDEQ AND THE NPDES CONSTRUCTION STORMWATER PERMIT. THE SELF -INSPECTION PROGRAM
IS SEPARATE FROM THE WEEKLY INSPECTION REPORTS. SELF -INSPECTIONS ARE TO BE CONDUCTED AFTER EACH PHASE OF THE PROJECT FOR THE RECORD OF THE
INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL MEASURES. SELF -INSPECTION REPORT FORMS ARE AVAILABLE AT THE NCDEQ WEBSITE.
7. INSPECTION DOCUMENTATION SHALL BE MAINTAINED ON SITE AND MADE AVAILABLE TO NCDEQ OR THE COUNTY WITHIN 10 DAYS OF ANY REQUEST.
�n:3ilylt-"%Koimili.Toi[4*�
1. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE IN PORTIONS OF THE WORK AREA WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED.
2. TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE COMPLETED NOT LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE WORK AREA
HAS TEMPORARILY OR PERMANENTLY CEASED.
3. PERMANENT STABILIZATION WITH PERENNIAL VEGETATION OR OTHER PERMANENTLY STABLE, NON -ERODING SURFACE SHALL REPLACE ANY TEMPORARY MEASURES AS SOON AS
PRACTICABLE.
MAINTENANCE:
1. SEDIMENT SHALL BE REMOVED FROM SILT FENCES, CHECK DAMS, AND OTHER SEDIMENT CONTROLS AS NECESSARY, AND MUST BE REMOVED WHEN DESIGN CAPACITY HAS BEEN
REDUCED BY 50%.
2. DURING SEDIMENT REMOVAL, THE CONTRACTOR SHALL TAKE CARE TO ENSURE THAT THE STRUCTURAL COMPONENTS OF THE EROSION CONTROL STRUCTURES ARE NOT DAMAGED
AND THUS MADE INEFFECTIVE. IF DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REPAIR THE STRUCTURES AT THE CONTRACTOR'S OWN EXPENSE.
3. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES SHALL BE PLACED AT AN UPSITE LOCATION WITHIN THE PERMITTED LIMITS. IT SHALL BE TREATED IN A MANNER SO
THAT THE AREA AROUND THE DISPOSAL SITE WILL NOT BE CONTAMINATED OR DAMAGED BY SEDIMENT.
4. IF SEDIMENT ESCAPES THE CONSTRUCTION AREA, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED PRIOR TO COMPLETION OF THE DAYS WORK ORDER TO MINIMIZE
OFF -SITE IMPACTS (I.E. BEFORE ENTERING A STREAM).
5. MAINTAIN ALL MATTING THAT HAS BEEN PLACED ON SLOPES AND IN DITCHES. CHECK FOR GOOD GROUND CONTACT AND FOR THE OCCURRENCE OF ANY EROSION UNDER THE
MATTING. MONITOR AND REPAIR OR REPLACE AS NECESSARY.
6. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PICKED UP PRIOR TO ANTICIPATED STORM EVENTS OR BEFORE BEING
CARRIED OUT OF THE WORK AREA BY WIND.
7. ONCE UPSTREAM AREAS HAVE BEEN STABILIZED EROSION PREVENTION AND SEDIMENT CONTROLS SHALL BE REMOVED AND THE AREA WHERE THEY WERE CONSTRUCTED SHALL
BE TOPSOILED, SEEDED, AND MULCHED.
SEQUENCE OF CONSTRUCTION:
1. ATTEND PRE CONSTRUCTION MEETING IF REQUIRED WITH PROJECT REPRESENTATIVES.
2. THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE AS SHOWN ON THE PLAN.
3. THE CONTRACTOR SHALL REMOVE ANY SEDIMENT IN THE ROADWAY IMMEDIATELY IF TRACKED OUT BY CONSTRUCTION VEHICLES.
4. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
5. ALL PERIMETER SLOPES STEEPER THAN 3:1 SHALL REQUIRE 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.
6. ANY DENUDED AREA TO REMAIN DORMANT AND UNDISTURBED SHALL REQUIRE
TEMPORARY STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7. CONTRACTOR SHALL MONITOR AND MAINTAIN INSTALLED MEASURES WEEKLY AND WITHIN 24 HOURS AFTER A RAIN EVENT.
8. ALL DEVICES SHALL BE CLEANED AND RESTORED WHEN SEDIMENT REACHES 50% OF THE HEIGHT/VOLUME OF INSTALLED DEVICE.
9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY AND NCDEQ.
10. ALL ACCUMULATED SEDIMENT SHALL BE DISPOSED OF ONSITE PROPERLY.
11. MAINTENANCE OF EROSION CONTROL DEVICES IS THE RESPONSIBILITY OF THE CONTRACTOR. AFTER EACH RAIN STORM THE DEVICES SHALL BE INSPECTED FOR DAMAGE AND
IMMEDIATELY REPAIRED.
12. COMPLETE STABILIZATION OF ALL DISTURBED AREAS CONSISTS OF VIGOROUS, DENSE VEGETATIVE COVER. ONCE ACHIEVED AND APPROVED BY THE ENGINEER, REMOVE THE
TEMPORARY EROSION CONTROL MEASURES AND REPAIR ANY DAMAGE TO THE VEGETATION THAT RESULTS FROM THE REMOVAL OF THE THESE DEVICES.
SEEDING NOTES:
TEMPORARY SEEDING:
ALL DENUDED AREAS WHICH ARE NOT GRADED TO FINAL GRADE AND SHALL REMAIN DORMANT FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED BY MANUAL OR
HYDROSEEDING METHODS. APPLY LIME INTO TOP 4-6 INCHES OF SOIL UNIFORMLY AT A RATE OF 1 TO 1 1 /2 TONS/ACRE. FERTILIZE TOP 4-6 INCHES OF SOIL WITH 10-10-10
GRADE FERTILIZER AT 700-1000 LB/ACRE.
PERMANENT SEEDING:
STABILIZE ALL DENUDED AREAS AT FINAL GRADE WITHIN 7 CALENDAR DAYS. APPLY LIME AND FERTILIZER INTO TOP 4-6 INCHES OF SOIL UNIFORMLY AT A RATE OF 4000 LB/ACRE
LIME AND 1000 LB/ACRE 5-10-10 GRADE FERTILIZER. MULCH WITH STRAW AT 4000 LB/ACRE. ANCHOR AS REQUIRED. REFERTILIZE AS REQUIRED UNTIL GRASS IS WELL ESTABLISHED.
RESEED, FERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND
SMOOTH, FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH
OF f4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE.
ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE ENGINEER.
GENERAL UTILITY NOTES:
1. THE LOCATION OF EXISTING UTILITIES, INCLUDING UNDERGROUND UTILITIES, IS INDICATED ON THE DRAWINGS INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME OF THE
PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT SUCH UTILITIES ARE IN THE LOCATION INDICATED OR
THAT THEY ACTUALLY EXIST, OR THAT OTHER UTILITIES ARE NOT WITHIN THE AREA OF OPERATIONS. THE CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE
EXISTENCE AND LOCATIONS OF SUCH UTILITIES. THE CONTRACTOR SHALL PAY FOR ANY DAMAGE TO AND FOR ANY MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES.
2. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO COMMENCEMENT OF WORK.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS AND LICENSES NECESSARY TO ACCOMPLISH WORK.
4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE AND LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTILITIES SHOWN
OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN
OR NOT SHOWN ON THESE PLANS; AND IF DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER.
5. THE ENGINEER WILL PERFORM A PRECONSTRUCTION CONFERENCE WITH THE UTILITY CONTRACTOR AND THE PUBLIC UTILITES DEPARTMENT - MIN. 48 HOURS PRIOR TO STARTING ANY UTILITY
CONSTRUCTION.
6. CONTRACTOR TO CONTACT THE UTILITY PRIOR TO EXTENDING WATER SERVICE LINES AND TO COORDINATE THE CONNECTION TO THE WATER METER. SITE CONTRACTOR TO EXTEND WATER
LINE FROM METER TO BUILDING.
7. THE CONTRACTOR SHALL RE -SET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTILITY ACCESS COVERS TO FINISHED PAVEMENT SURFACE, FINISHED GRADES OR
SIDEWALK GRADE.
8. SEWER CLEAN -OUTS TO BE PROVIDED AT ALL BENDS ON 6" 0 OR LESS LINES. CLEAN -OUTS SHALL BE PROVIDED AT LEAST EVERY 100' ON 4" 0 AND 6"0 LINES. SEWER LATERALS TO BE
PLACED AT A MIN. SLOPE OF 1/4" PER FOOT ON 4"O LINES AND 1/8" PER FOOT ON 6"O LINES (MINIMUM) FROM POINT OF CONNECTION TO BUILDING. CONTRACTOR TO CONFIRM INVERT OF
EXISTING MAIN OR LATERAL PRIOR TO INSTALLATION OF LATERAL.
9. CLEAN -OUTS IN PAVEMENT OR SIDEWALK SHALL BE SET IN 6" DIAMETER CAST IRON VALVE BOX WITH TOP SET FLUSH WITH FINISHED PAVED GRADE.
10. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UTILITY SERVICE CONNECTIONS.
11. A MINIMUM COVER OF THREE (3) FEET IS REQUIRED OVER PROPOSED WATER AND SEWER LINES.
12. WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAT 18" CLEARANCE, OR WHEN THE SEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN AND SEWER LINE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MIN. LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10' EACH
SIDE OF THE CROSSING WITH FULL SECTIONS CENTERED AT THE POINT OF CROSSING.
13. SANITARY SEWER LATERALS SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE, SDR 35, OR DUCTILE IRON PIPE, AT THE CONTRACTOR'S OPTION, UNLESS SPECIFIED OR INDICATED OTHERWISE.
14. WATER SERVICE PIPES SHALL BE AWWA C800 COPPER TUBING, TYPE "K" OR TYPE "L", SUITABLE FOR 125 PSI WORKING PRESSURE.
15. ALL DOMESTIC WATER AND FIRE LINE FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT FITTINGS.
16. FIRE SERVICE PIPES SHALL BE AWWA C900 PVC OR DUCTILE IRON IF REQUIRED BY UTILITY.
17. ALL WATER MAINS, FIRE HYDRANTS, AND THEIR APPURTENANCES SHALL BE INSTALLED TO MEET THE SPECIFICATIONS OF THE UTILITY AND NFPA STD. #24. FIRE HYDRANTS SHALL BE
PAINTED STANDARD RED. ALL CONSTRUCTION ON EXISTING WATER LINES AND INSTALLATION OF FIRE HYDRANT SHALL BE PERFORMED BY THE UTILITY OR A NC LICENSED UTILITY
CONTRACTOR APPROVED BY THE UTILITY.
18. CONTACT THE FIRE PREVENTION BUREAU FOR REQUIREMENTS FOR FLUSHING OF SPRINKLER RUN-INS PRIOR TO SPRINKLER RISER CONNECTION. A FLUSHING OF ALL SPRINKLER RUN-INS
SHALL BE WITNESSED BY A FIRE OFFICIAL.
19. ALL UTILITY CONTRACTORS CONSTRUCTING FIRE SERVICE MAINS FOR CONNECTION TO FIRE SPRINKLER SYSTEMS MUST TERMINATE THOSE LINES AT A FLANGE, CAP, PLUG OR VALVE INSIDE
THE BLDG. ONE FOOT ABOVE FINISHED FLOOR ELEV.
20. PER NC FIRE CODE, SECTION 510, FIRE PROTECTION EQUIPMENT ROOMS CONTAINING CONTROLS FOR HVAC, SPRINKLER RISERS, OTHER FIRE DETECTION CONTROL ELEMENTS SHALL BE
IDENTIFIED AN APPROVED SIGN SHALL BE POSTED INDICATING THE LOCATION OF THE FIRE DEPT. CONNECTION (FDC). SIGN SHALL COMPLY WITH LOCAL FIRE MARSHALL REQUIREMENTS.
21. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES, AND WATER -FLOW
SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED.
22. THE BUILDING OR STRUCTURE SHALL NOT BE OCCUPIED PRIOR TO THE CODE OFFICIAL ISSUING THE PERMIT THAT INDICATED APPLICABLE PROVISIONS OF THE NC FIRE PROTECTION CODE
HAS BEEN MET.
23. INSTALLATION OF THE DOUBLE CHECK VALVE ASSEMBLY SHALL NOT BEGIN UNTIL THE FIRE PROTECTION CONTRACTOR HAS PROVIDED A COMPLETE DESIGN OF THE SYSTEM.
24. SANITARY SEWER LATERALS AND STORM DRAIN ROOF LEADERS ARE SHOWN SCHEMATICALLY AND SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE CODES.
25. INSTALL PROPOSED OVERHEAD TELEPHONE AND ELECTRIC SERVICE, COORDINATE WITH RESPECTIVE UTILITY COMPANY AND SITE ELECTRIC PLAN. SECONDARY WIRE AND WEATHERHEAD MAST
AT POLE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR.
26. MAINTAIN MIN. 18" VERTICAL CLEARANCE BETWEEN CROSSING SANITARY AND WATER UTILITIES, PROVIDE A MIN. 12" VERTICAL CLEARANCE BETWEEN ALL OTHER UTILITY CROSSINGS.
27. CONTRACTOR SHALL PROVIDE CONCRETE SPLASH BLOCK IF DOWNSPOUT DRAINS TO GRADE.
28. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE VEHICLE ACCESS FOR FIRE FIGHTING PURPOSES AND A WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED. PROTECTION SHALL BE
MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION. SEE 06 NORTH CAROLINA BUILDING CODE CHAPTER 33 (SAFEGUARDS DURING CONSTRUCTION) AND SECTIONS 06
NORTH CAROLINA FIRE PROTECTION CODE CHAPTER 14 (FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION) THAT WOULD BE APPLICABLE FOR THIS PROJECT.
SITE ELECTRICAL AND SITE SPECIFIC LIGHTING NOTES:
1. CONTRACTOR SHALL CONSULT WITH THE ELECTRICAL UTILITY TO DETERMINE SIZE AND EXACT LOCATION OF ELECTRICAL COMPONENTS.
2. UNDERGROUND ELECTRICAL SERVICE IS PREFERRED FOR COMMERCIAL SITE DEVELOPMENTS. TRANSFORMER PAD DESIGN SHALL BE PROVIDED BY THE ELECTRICAL UTILITY PROVIDER AND
SHALL BE BOLLARD PROTECTED WHEN LOCATED IN A HAZARDOUS OR TRAFFICKED AREA.
3. ALL SITE LIGHTING SHALL BE DESIGNED (BY OTHERS) AND, UNLESS OTHERWISE SPECIFICIED BY LOCAL CODES, PROVIDE A MINIMUM OF TWO FOOT-CANDLES AT THE PARKING LOT AREAS,
BUILDING ENTRANCES, DUMPSTER AREA AND TRUCK DELIVERY AREA. THE OUTER PERIMETER OF THE BUILDING SHALL BE LIGHTED FOR SECURITY. SITE LIGHTING SHALL BE INSTALLED
ALONG THE WALLS OF THE BUILDING AND POLE MOUNTED AT THE PERIMETER OF THE PARKING LOT. UNDERGROUND ELECTRICAL SHALL BE PROVIDED TO THE SITE LIGHT POLES.
4. STANDARD
POLE MOUNTED
LIGHTING:
25' HEIGHT POLES WITH 1,000 WATT METAL HALIDE HEADS.
5. STANDARD
WALL MOUNTED
LIGHTING:
400 WATT METAL HALIDE WALL PACKS.
6. STANDARD BI-DIRECTIONAL SECURITY BULLHORN LIGHTING: 400 WATT METAL HALIDE FLOOD LIGHT WITH CUT-OFF SHADES.
7. LIGHTED PYLON SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO LOCATION OF THE PYLON SIGN BASE. BURY CONDUIT TO PYLON. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF
10/2 WIRE WITH GROUND AND A 20-AMP 2-POLE BREAKER AT THE PANEL. A TEMPORARY 3' TALL WIRING STAKE SHALL BE PROVIDED AT THE PYLON SIGN LOCATION UNTIL THE SIGN IS
PERMANENTLY INSTALLED.
8. LIGHTED BUILDING SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO THE CENTER OF THE SIGN CANOPY. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND
AND A 20-AMP 2-POLE BREAKER AT THE PANEL. BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO SUPPORT THE SIGN WEIGHT.
9. THE FINAL PYLON SIGN CONNECTION AND UNDERGROUND CONDUIT SHALL BE INSTALLED AND ESTABLISHED BY CONTRACTOR PRIOR TO OCCUPANCY.
SEPTIC SYSTEM INSTALLATION NOTES:
1. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE SEPTIC SYSTEM CONSISTING OF A SEPTIC TANK AND SUBSURFACE ABSORPTION DRIP FIELD IN ACCORDANCE WITH
LOCATION PLAN SHOWN ON CIVIL PLANS.
2. THE SYSTEM SHALL BE CONSTRUCTED IN INSITU MATERIAL AND/OR AMENDED SOIL MEDIA LOCATED IN AN APPROVED DRAIN FIELD LOCATION SHOWN ON THE PLANS.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH COUNTY ENVIRONMENTAL HEALTH SERVICES.
3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO FURNISH AND INSTALL A COMPLETE SEPTIC SYSTEM CONSISTING OF A SEPTIC TANK AND SUBSURFACE ABSORPTION DRIP FIELD
IN ACCORDANCE WITH NORTH CAROLINA STATE LAW AND SEPTAGE REGULATIONS.
4. THE SYSTEM SHALL BE CONSTRUCTED IN INSITU MATERIAL AND/OR AMENDED SOIL MEDIA AS DIRECTED BY EHS AND LOCATED IN THE APPROVED DRAIN FIELD LOCATION SHOWN
ON THE PLANS. SYSTEM MANAGEMENT SHALL BE IN ACCORDANCE WITH 15A NCAC 13B .0830 - .0846 REGULATIONS TO GOVERN SUBSURFACE SEWAGE DISPOSAL SYSTEMS.
5. CONTRACTOR SHALL SECURE COUNTY EHS APPROVAL BY PERMIT APPLICATION OR REAPPLICATION OF A SEPTIC SYSTEM CONSTRUCTION PERMIT AND COORDINATE ALL
NECESSARY INSPECTIONS UP TO FINAL STATE APPROVAL OF THE SYSTEM AND COUNTY ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
6. ALL MATERIALS FURNISHED, ASSEMBLED, FABRICATED OR INSTALLED SHALL BE NEW, CORROSION RESISTANT AND IN STRICT ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATIONS. SEPTIC TANK SHALL BE FABRICATED TO THE DIMENSIONS AND CAPACITY REQUIRED BY THE PERMIT. THE SEPTIC TANK SHALL INCLUDE INLET AND OUTLET
BAFFLES, SANITARY TEES, OR OTHER DEVICES TO PREVENT PASSAGE OF FLOATING SOLIDS AND MINIMIZE DISTURBANCE OF SETTLED SLUDGE AND FLOATING SCUM BY SEWAGE
ENTERING AND LEAVING THE TANK. BAFFLES SHALL BE CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO CORROSION, DECAY OR CRACKING AND SHALL BE IN
ACCORDANCE WITH THE MANUFACTURERS SPEC.
7. THE SEPTIC TANK SHALL CONFORM TO ALL DESIGN, CONSTRUCTION AND INSTALLATION CRITERIA SET FORTH IN NORTH CAROLINA STATE REQUIREMENTS. ALL PIPE AND FITTING
MATERIALS SHALL BE PVC AND HAVE A MINIMUM EQUIVALENT STRENGTH OF SCHEDULE 40. ALL FITTINGS SHALL BE PRESSURE FITTINGS. ALL CONNECTIONS SHALL BE
ADEQUATELY CLEANED WITH CLEANING SOLVENT AND GLUED WITH PVC SOLVENT CEMENT.
8. ALL ELECTRICAL INSTALLATIONS SHALL BE INSTALLED TO MEET THE CURRENT WIRING METHODS OF THE CURRENT EDITION OF THE 'NATIONAL ELECTRIC CODE" (NEC) ADOPTED
BY THE STATE FIRE MARSHALL'S OFFICE.
DEMOLITION NOTES:
1. CONTRACTOR SHALL CONTACT THE NC ONE -CALL CENTER INC. TEL.# [phone] FOR LOCATION OF ALL UTILITIES AT LEAST 72 HOURS PRIOR TO BEGINNING
CONSTRUCTION.
2. THE LOCATION OF EXISTING UTILITIES, INCLUDING UNDERGROUND UTILITIES, IS INDICATED ON THE DRAWINGS INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE
TIME OF THE PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT SUCH UTILITIES ARE IN THE
LOCATION INDICATED OR THAT THEY ACTUALLY EXIST, OR THAT OTHER UTILITIES ARE NOT WITHIN THE AREA OF OPERATIONS.
3. ALL UTILITIES HAVE BEEN SHOWN AS REPRESENTED ON PUBLICLY AVAILABLE RECORDS AND AS IDENTIFIED IN THE FIELD. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL
AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. PROTECT ALL UTILITIES AND STRUCTURES THAT WILL REMAIN IN SERVICE FROM DAMAGE DURING
DEMOLITION AND CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES REQUIRED BY NCDOT WHEN WORKING IN THE RIGHT-OF-WAY. ANY TEMPORARY STREET/LANE/SIDEWALK
CLOSURE(S) SHALL FOLLOW ALL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) REQUIREMENTS FOR WORK ZONE TRAFFIC CONTROL.
5. THIS DEMOLITION PLAN COVERS THE DEMOLITION OF EXISTING BUILDINGS ON SITE INCLUDING THE BUILDING FOUNDATION PIERS. ALL BUILDING MATERIALS RESULTING FROM THE
DEMOLITION SHALL BE DISPOSED OF IN A LOCATION OFF -SITE THAT HAS BEEN APPROVED TO RECEIVE SUCH MATERIAL BY LOCAL AND STATE AGENCIES.
adwarchitects
environmentsfor life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
Awo
Mattern & Craig
MENGINEERSe SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
NOTES
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C 1 0 1

adwarchitects
environmentsfor life
architecture planning interiors
4
0
CV
CV
0
0
(O
CD
CV
C)
CV
co
3
w
>
Of
Cn
CD
0
CV
C)
w
w
=
Cn
Cn
w
w
=
Cn
c
aD
E
0
CL
aD
0
aD
E
a�
,
0
a�
0
J
LEGEND
❑
EXISTING €RON PIN
of
IRON PIN SET
5/8" REBAR W/CAP
O
POINT NOT SET
CIO]
UTILITY POLE
R.o.w.
RIGHT OF WAY
C.wp,
CORRUGATED METAL PIPE
C.P.P,
CORRUGATED PLASTIC PIPE
MAGNS
MAG--NAIL SET
OTP
OPEN TOP PIPE
SO. FT.t
SQUARE FEET
ACF"
AVERAGE COMBINED FACTOR
SliB.il~CT PROPERTY LINE
_ - _.•-. - - •-...
TIE LINE ONLY
-- --
AC]MNER PROPERTY LINE
- _ -- _- _ .--•.
MARGIN OF EXISTING DRIVE EASEMENT
_x x x
FENCE
__.____...,__ -••-..--.---
POWER LINE
1n
cm
ri rn
�0
OU
z
ra 03
g 0
a
z
FXIS77NG
����, 7 5/8" REBAR
.N���.
1 DEED TRACT
2689 AGE 328 ,, � �. DEED BOCK 1428 PAGE 206 (7� ��- ExIS 77i1� G
9701-r5�8sr5 9 a,..� �' �� T 4EXISTING 12" REBAR
`� �7'. PLAT BOOK 56 HAG£ 84 .
EXISTING �66 . T.6 to 9701-25-',3161 FENCE PAST BUNCOMBE COUNTY WICAP
5/8" REBAR - • %P .
FAN . to I ' ._ LIBRARY .
Ii 1
TIE LINE AR�� f t'*.� �, / __ _ --_,. ,
SO4'48'51" e `1 t'�' , ± , / -�
�. 0 �' r F r[ i 1 ! ! 1 �.-` J fr �.� �' '
EXISTING
EXISTING .� '.) , - I- r �;1 ! < ! .." �� .� .. 1.�- i 2 IP
5%8" REBAR `: f .` , �? I t f rl f 3 Isv' " _"""r lNO '_`- .� DISTUI�E I
WITH CAP .�_i�• r ' , ] I, I ,� , REI9AR.. _. _,.....
� WEST CAROLINA HOMES, )NC. ar} � �• \ r Pip L7 f'p P I
/ I F1I I. N ,1 f i DEED BfJ01C 4OT9 PAGE #0O2 g - A f
E] 1 > 11 r _. �- 4. •I.iIYE ._ o LOT 5 , � '� __-■_ __--- f'V !
�:
r, c:. , , .w . j " 1 r 4 1 r i _.. ,._' � . PLAT BOOK 56 PACE 84 �. � � � �� � / �
c r a , , �"'j { .� ; 1 I } , 2155 }�` 1,.. I. -,_.. _ 97D 1--25-4052= o,�
I i f f t i . I J .�.. - _.- ts1. {'fit' ; . 1. 11 1 ., .. � "`ILT � � ti ..J
I 1 1 I . 8C 1 �^ _
s i 1 r # f , I I ..__ -. __.- - '" C" y�] F, F i i� M P5 CD1drR L .. -- ,.., 1'/L
tu i , `s 1 f: 1 ., r---- 60d NAIL � BUNCOMBE Cat.tN Y � � 1
3 . I t f ;` _. ......,X u'q OG N 714907. 74 '7 DEED 800K 2278 PAGE' 156„ - - ' ..--..._ - �� ]'_ 1
I i s' / t _..., r .: . �.... LPL p E 9Q-7663.437 9p rr�Acr 2 - "1. �`� V
.S �, p� NG, GRID NAIL 83 9701 2a-7985 �5�8" REBAR �QI
,\
1 - + 9 } : ? 1 ) ti �•� ��� �••"' - �- w . .,-, �J"..... j} �i' e �` .. r f,r.- ... ...-__,.
.».
y
; M .e "^_
j' - y`\\\
11
y 'E .. _. ,� P _ .
) , _.
N r
,3 ,
to 1 j[ r _ _.
.•r
,I
t;l
-.�-^, �y
_...,.
, � I I I . ____ ­ _:.i � -- .-.-..,: -:...- ,:- , L_'_ - . 12)P
, _
© i i , i 1 y ., ..�� ✓ ' r'' �. �.� r4� �. _ f A� r� _. A -a] i .. 1 f�
`f
z • ; i. i : , , ._ .._. ,._" ,.. - ,,�! _ -- SROK FEN E PSI .•.._ - , .
,r''�
TII�TG
r
_ , ; t _... ...».�_ �, - ._ N -�! _- REAR"
i i I �-` `ti. ..t.
.� ....
S f
1 1 ; e `s ,i ! - © r ,r' - - � _
i ���
S 1 �r : •' ^ .A.l.s �' r�'�� ,I/' -••- - �•_ � 1 � it -. ..._.._/ .r'' .r _ ,O'"� ' - � � -... -z '
I
WEST CAROLINA HOMES. INC.
DEED BOOK 4079 FACE 1002
LOT 3
PLAT 1300K 56 PAGE 84 EXISTING
970 #-.25--33�33 „
GERALD L. R ET HEIRS 112 REBAR SHE•RI G. DAMS
AND HUSBAND
LJ TLE GA'VVAIN DAWS, JR.
P.B. PIG
FF_ . DUSTY LN.
51 TES 4 ,
6�
0
_�
41
Cfis
VICINITY MAP
NOT TO SCALE - - j
DEWEY H. PARKER ' �' ' ' y 1 `. 1 �� ��""..�' » � . �..- `�E ..-...._ _..... -
£1I<El1 BOOK 5,346 PAGE (3�2 1 ; ? �. ... __ ,, ,�-•` \ 11 TO �r�b _
PLAT BOOK 5 PAGE 103 i 1 i i �. '� r _ . �" _ .. f �J �} , r rN I
9707 -14--7862 t _, � A .. �: _."" . . Y y.y ,.. _Y tA6 (GIRO , �4� �," ' �_;;e_ ..... ".. , ,= I" , � �0 " ,--- -
�"
r'
�.!
_. - ,
ell
' C _ - •,.
4 i 1,
., s ..�.• l . _ ..
r Air ` .
,' ' .5 ` `., titi ._.. " W .. - �r 1 �� _. - _ f.. r f r' r r r {f f3F.3RA E. NYAii
{l r r �." _ / -�--- i3 BOOK 2e63 PAGE 175
, i '%I 1 - 4 __ "r 1` t -7z - ..�. 97DT-24 9704
• I
J'111
r - � - -
1 f i r .
.ate
r ,.
_ r �IIJ yya S
_ter' - "µ_ �.»- j CAP <.
W
.,V&M GPS CONTROL.
G
-�-.�
O
--.--.. _� 1-11 �11 , 'X , , ­1
?/� _ __ __'... , ___ ­ , T4
G1-1
rV'" ar '" - `'
p1
�.
3+! GRID. NAD 83 �-
__1
FXISTI 'i - _,.� ,� 4(yi�
EXISTING =-� �143" RIB k [• N�� ` f T � j �' r fps' �'
1, t�.�9 *. __--" ,_ ._-' ._ . GRAPHIC SCALE
1h�I T hI C�4Fr _ r ,� ; ..., .._.
S 8 REBAR 3.1•f-.. ' .�_: , _..
r' _ "' �? C1IR1Srr�PHEi? ShdliH
a , r r
N85 Q 53 ' .... .. -y e f - Arv1� o zs so raa
w.
W - _... e`
_.-^_... :..... MARGARE7 E. CtAW1 ORD
�^yIST11VG -
._....3..e./1 ....•-r .-:� ///:• r r:/ fir' �a Jr'i N.r'� f r».., •....--•--"-_...... .-.. . '� � �: r' �4�a P�'r igiQ�Ki �g PAGE
f,w....•. _..
r
._- " ..._ e�1
..._ RE4 R ' '�� .... ...._ �. _ - _ 7 1 fi9
r �, . :r
90_2 7 2
_,�_ _ --- .-. f I :, . '', Y l ` r� °t T 1 G i ( IN FEET )
- 5D 1 inch ft.
rIIVA NILi. 'tip . �.. '.�rC1y . ' .. ... _ f r' 9r A F
"..
I 1.
] _ ,
r
DEED BOOK 4277 PAGE' 1806 � ,- .-' ........ .
' r`` ,r
97O 1 -14 9442 � w _ _ ",,. - ��': . � J �gJ .
,�
rr r' y 444,�91 ,S"Q. �'Tf ... ..•- " // �'
-11
-._._... - - -/ I ____� -1 ...... _"1.// ` "�:,�� , - �BEI'NG TIDE .PROPE`RTY .DESCRI'.BED ` '. . F '� � NOTES.
...._. - '
/ k, , ,` . `1. `.N REED BCC�K 434$ PAGE 12�7 '
,, ra O AREA SH01�1N ARE SUBJECT TO EASE NT5 OF RECORD.
r .. 1 S 3VI E
f'" f r �,� AND P3fDB PAGE 113 t �°i° •"` 1 :'- �/,�m, ? . .:;f�1` - A '� 2. AREA DETERMINED BY COORDINATE METHOD-
•,r•`'' f / { PIN # 970I--,24-3454 ....;: .' -. _ .� ,1. f !`; �1 3. AREAS INCLUDE ANY AND ALL PORTIONS OF PROPERTY UNDER RIGHTS OF WAY AND
Ir ----� i` 'r' ;' f -. GEOPGE W- SHELTON OR EASEMENTS EITHER ACOUiRED OR CLAIMED.
- r' r tf �' r ., , r• ..• �. / 1' AND WIFE 4. ALL CORNERS ARE AS NOTED.
• f' f.r V
,-PATRICIA LYNNE SHELTON'-.c ; __' / _ 1 5. PARCEL I.D. NUM RS: AS SHOWN
:' BE,. r r1 �' ' ., i:' DEED BOOK 4295 WAGE' 1094
BRENr KENDALL 4• . f.- ;' r/,",
�f I ^ _ , f' �' PLAT $C�CiK 12r PAGI» 40 8- RAW ERROR OF CLOSURE FOR FIELD TRAVERSE WAS 1:10,000.
AND WIFE , "s' ,r f' , `I�,';rry /- �� • . TRACT 2 7. THE DISTANCES ON THIS MAP ARE UNADJUSTED HORIZONTAL GROUND MEASUREMENTS
KELLIt~ KENDALL �! r ' %, i : ;
r 9TD5-24-7510 UNLESS OTHERWISE NOTED -
DEED &C?t]K 539Q PAGE 0277 1 j 'r' , 2A3`�
F'LR7 BOOK 15D PAGE 1C11 '' . r: f ,' 1' i , '1 `� f 8. BEARINGS ARE RELATED TO NC GRID NAD 83.
1- 4- 14e ,' ' f ;` n' EXIST
9 0 2 3 " r'`? , ',� , ` 9. PROPERTY IS ZONED (OtJ} OPEN USE.
// i �, i 12 REBAR..
EXISTING /., � s 1 ! ' "'` `'�' O. DATE OF FIEF-D SURVEY WORK IS 7/20�17.
., ;' _. '
I 1�'2 OT'P ,' . . , '; � 11. THE CURRENT OWNER OF RECORD IS LEICESTER VOLUNTEER "IRE DEPARTMENT INC.
j DEED SOAK 4848 PAGE 1227.
N 714419.204 �' F r
- r ,.
j } r
E 902212.417 - '_'.'-.. 12. SUBJECT PROPERTY LIES WITHIN ZONE X AND DOES NOT LtE WITHIN ANY FLOOD
_ '
r ,' ;' '� '` r �" ,�� HAZARD AREA PER NATIONAL FLOOD INSURANCE PROGRAM FIRM PANEL. 9701 -- MAP
NC GRID NAD 83 1d.13`Q•'32 Z
�' {° �° NUtvIBER 37Q497Q10aJ EFFECTIVE DATE 1-6� 2010.
POINT OF ®£GINNING ;.4.g i ..�i�°• tip+
>-
EXIST�ING '` � J? `' q`ti 13. NEW DRIVE EASEMENT SHOWN HEREON WAS AGREEMENT BETWEEN GARY MEADOWS
r -o_ THE CURRENT fJYVtJER QI PRC)'ERTY AND LEICESTER FIRE DEPARTMENT".
5 8 N R�aAR U1P0vaTY: i` ''} 1.I ' " ; i . • j"� 14. ORIGINALLY SURVEYED BY THIS OFFICE, PLAT DATED 12/23/10
�` �+LIY A r' 'f i 1 ry V.r
9 N , /' .i f: I , / f �� GEA�jR�[-ryEEN E. BROWN
f' �`' L '4.. I]IrED AWI 4$8 PAGE 63
., '5� f/��,
f' tiS�, C1 � r IJ; fi 1. I 11 ; i " / , ",_ 1./.. _ �4 1 4 1
£XIS 7l�fG ' [o ; �,
1 1%2" O . f r \ ISTfiIVG # y I .1.. } .
._.. _ti _ IF. =1 �jp ) I i C{fl_S P7 �tlC?
%
_\
I/
J i `� CA
I 111
r ' . /
GARS DONALD MEADOWS
REh�rAlNlidG PpRrioN OF 1 I , ` N,2 D'2S'51 "E f r
D�p,n ponye �s o I AASe 2�5 EXISTING s' I , . 9 ' -
State of North Carolina _ULQQMBE County I.� O7�' � ; s ' '+
4
}, tdARK_-f�ARRIS certify thc7t this map was drawn under my supervision from an actual 1J7iLI rI 'y j% ui
\ .
survey made under my direct supervision from reference deed recorded in Deed , POLE /;� ',, i
Books . �_. Pages SHOWN f respect'Ively)• that the ratic of precision os calculoted lay fats'tudes and A � � � , `� `" t � t ry
z
0
��
C
iL
l
z
0
Cis
w
0�
LU
0
7
"m
valwamI &
FIRM LIC:FN E # F- I068
1 3 18••F PATTON AVENUE-
Ashev111e, NC
2m ® 828--253-27'9�G
C> orlotte, NC --
© 704-837- 75 15
Gray, TN
© 423-4G7-840 I
rinoxvllke, TN
© 8G5-5.4G--5600
© :5rartanburg, 5C
6G4-574-4775
iVI1GlG11e_51:C0r0, ICY
© GC)G-2 48-GGOO
www. vauc�h n meltc>n . _-am
Copyright 0 20 17
Ali R.jghts Reserved
departures is 1:10,000; that this map was prepared in accordance with G.S.47-30 as amended / GARY M�3pW5 I , - I ' ' ` �' , I 1. PLAT OF SURVEY FOR
DI2AVVN : 5A5
CH CK O: MAP
_105 N0: 31 7 1 0-50
SCALE: I" = 504
DATE: 07-25-201 7
FILL NAME:
3 1 0 17-5UW5-DWG
Witness my han and seal this 31st--day of i Y, 20U. DEED BC�DK #379 f�AGE ]9T {�, " a j ; 1, i ; I, 57EPNEh K. SLUDER
/ 9701--24-1270 �* f / EXISTING 'l '. 40 ,\ DEED BOOK 5048 PAGE 1572
A �& �A k),A--�1 1 + �'� 97i] 1-24-5147 LIEHCES"
1. I ass 7/3/ If N 18 CAP R' ' ` J$ � 1.. t,1'' .-� VOLUNTEER
Professional Land urvs yor Reg Date' �'f ��� * I _0�_._ -�. M
1_1 I R "
INC
PARTMENT A. I
�� � ...Rn r.� � U� .7...7.,99' TOTAL. �€
�, '[ , UTILE"Y
d�.'-SSIp ��i�i� PQ1 E tN�
'. moo'. r = GiIY - �. _ .
:°L s �� �-; - �� I -~ �-� , - -_ _, w��. " BEING THE PROPERTY DESCRIBED
' .-f ;0 . 11: � - . _ � , P8 . - �. ,N� ," IN DEED BOOK �4848 PAGE 1227' AND
�. ... • �,�� Fx siIIVG _r - -. ... ' .
f'9RY►Ali tFPI�'\' " _..._ -•- - y--- CAU TABLE 410NG CENTERLINE
��P PLAT E3�C3L[ 1S PACE 7'!
L SEPTIC EASEMENT - .. - 0 OF NEW 14 DRIVE EASEMENT
.�-.•. ..
DEED I300K 4703 PAGE' 4.3 r � �_�* � �.... _ _W __..., BASED ON .EXISTING D WN'ER REQUEST'
„'+
�s ,,';Iz � � . rn ��, I GARY DONALD MEADOWS * ' EXISTING
'` %If EXIS TIN G REMAINING PORTION OF 518 REBA R
� p'10 1 1120 0TP � ��a � DEED BOOT[ 1810 PAGE 669 , ��' WITH CAP
�, DEED 8oax 761 PAGE Zo5 *?/.
ma � .�',,3 ^1•
� '� GARY DONALD MERi7OwS EXISTING ��O ,
Ile
�• � bEt l3 9 701-- 24 61065E 131 1 » D T
EXISTING
� ,-' 5/8" REBAR
LINE TABLE
LINE
I BEARING
DISTANCE
L #
_
N 30'05'52" E
43.95'
L2
N 54'44'C6" E
36.18'
L3
N 63'23'02" E
30.28'
L4
N 71'49'01 " E
32.99'
L5
N 74'24'50' E
.35.29'
L6
I N 75'48'507 E
61.79'
i 7
N a9'36'45" E
66.85'
L.EICESTER TOWNSHIP
BUNCOMBE COUNTY, NORTH CAROLINA
JULY 31, 2017
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379. 1 91 9
F704.379.1920
www.adwarchitects.com
ZVMattern & Craig
ENGINEERS9 SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
TOPOGRAPHICAL SURVEY
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C200
011

5/8" REBAR X XX
WITH CAP,___::____
W
I U;
`y `�'
SHERI G. DAVIS
1-=
AND HUSBAND
LITTLE GAVVAIN DAVIS, JR.
DEED BOOK 1428 PAGE 206
\
LOT 4
/
PLAT BOOK 56 PAGE 84
4
9701-25-3161
WELL GRAVEL
ACCESS ROAD
SEE ARCHITECTURAL
FOR DUMPSTER(S)
ENCLOSURE DETAILS
L N35°01'41 "W
123.16'
NCDOT STD 2'-6"
CURB AND GUTTER
PER DTL 846.01
6
N
x
o
Ln
ao
cr
EX 1-1/2'
OTP
I2 7
co
N13°03'32"E
Q 5/8" REBAR 34.96'
WITH CAP
PROPOSED
WELL
LOCATION
EX 1 /2" REBAR
ON INE
rL
CO
x � �
� Cr;
w
� J
VWEST CAROLINA HOMES, INC.
DEED BOOK 4079 PAGE 1002
\ T 5
O PLAT BOOK56 PAGE 84 OG�I\RE F�NC�
Q 9701-25-4052 NO N
x
AIL SET IN BROKEN
FENCE POST FUTURE
EXPANSION
,000 GALLON : • ° ° °
PUMP AND ., = • • , •a ----- ---
HAUL TANK K • , . .°•
°•
•o •
• • ° • 6"0 STEEL
BOLLARD (TYP)
24' •° ..
• e
PROPOSED FIRE
DEPARTMENT
±17,791 SF
FFE= f 2175
• 1 a,0Cfo _Gat • , -
RAINWATER • .
-STORAGE •�NIC)'0. 12
• •, °: • •°
•' ° GNE,RAJOR
°
10.20 ACRES± (444,291 SQ. FT±)
BEING THE PROPERTY DESCRIBED
IN DEED BOOK 4848 PAGE 1227
AND PLAT BOOK 128 PAGE 113
PIN # 9701-24-3454
� \ v
a ��v UTILITY POLE
a
W/GUY
w
Q
�
SNED 'f's
CD�s� so
CD�6
N
M
co
3 / +
_0ADOWS pOG\
Q ION OF \ +`�01 +
� E 669
E 205
CD o EX 5/8" REBAR
WITH CAP
R
T
Cn
LLJ
"' GE 191
�0
0
EX 5/8" REBAR
WITH CAP
ow■
TILITY POLE
I/ GUY
N20'25'51 "E
116.97'
HC STRIPED &
PARKING STALLS
9'X20' (TYP)
—_—_—_ UG LPT
24'
101
x
x�
R5'
(WP) L PARKING
STALLS
+EX 1 /2"
REBAR
+
�"z \
Z\44EARLEEN
E. BROWN
EED BOOK 1488 PAGE 63
9701-24-6381
CD_
GEORGE W. SHELTON
AND WIFE
PATRICIA LYNNE SHELTON
DEED BOOK 4295 PAGE 1094
PLAT BOOK 121 PAGE 40
TRACT 2
9701-24-7510
AXLE
EX FENCE
POST
x
x
x
�60
'0 6,
co Cn
x
���
CHRISTOPHER SMITH AND
MARGARET E. CRAWFORD
PLAT BOOK 181 PAGE 32
9701-24-7692
E�CISTING
5/8" REBAR
BUNCOMBE C TY
DEED BOOK 2278 GE 156
TRACT
9701-24- 5
wE<<
\ gpARO�Mq� F�F�O \
\ \ 40
cg1
/01V \
SEPTIC TANK
�7
APPROXIMATE
LOCATION �
EXISTING
BUNCOMBE COUNTY
LIBRARY
COVERED WALKWAy
EXISTING PARKING
ASPHALT PARKING
tip
BUNCOMBE COUNTY
DEED BOOK 2278 PAGE 156
TRACT 2
9701-24-7985
50' R.O.W.
/ 24'
EX 1 /2"
RFRAR
doo
EX 1 /2" REBAR
WITH CAP
±195 LF OF
RETAINING WALL
DEBRA E. HYATT
DEED BOOK 2863 PAGE 175
9701-24-9704
DEVELOPMENT DATA
Project & Location:
Project Name: Leicester Fire Station
Project Address: 1561 Alexander Rd
Leicester, NC 28748
Project Descriptions:
Creation of a new fire station
Owner/Developer:
Town of Leicester Fire & Rescure
Civil Engineer:
Jacob Greib, PE
Mattern & Craig
Project Manager
403 E Market St Johnson City, TN 37601
Phone: [phone]
idarieb®matternandcraia.com
Architect:
ADW Architects
2815 Coliseum Centre Drive
Suite 500
Charlotte, NC 28217
Phone: [phone]
Parcel Info:
Parcel Number (PIN): 9701243454
DB Pg: 4848-1227
Acreage: 10.20 ac
Zoning: Open Use (OUP
Lot = 444,291 SF
Required Parking = The required parking for a park
is determined by estimates recommended by the
Institute of Traffic Engineers, or an acceptable
estimate that the Administrator approves based on
data from a use similar to the intended use.
Density, scale, bulk, area, type of activity, and
location will be determinates of the comparability.
Provided Parking = 32
Pre —Construction Impervious = 0 SF
Post Construction Impervious = 68,632.23 SF
Zoning Requirements: Open Use (
Setbacks:
Front Yard = none
Side Yard = none
Rear Yard = none
BUNCOMBE COUNTY
DEED BOOK 2278 PAGE 156
TRACT 1
9701-34-0916
BUNCOMBE COUNTY /
DEED BOOK 4556 PAGE 813
PLAT BOOK 81 PAG�14
TRACT 1
9701-24-9828
HATCH LEGEND
STANDARD DUN PAVEMENT
HEAVY DUTY PAVEMENT
HEAVY DUN CONCRETE
AA A
CONCRETE SIDEWALK
GRAVEL
STAMPED CONCRETE — EE
ARCHITECTURAL DETgiLS
- R15'
I�D, \
Is
�y
R25'
10
F \
I RUTH ELMIRA SLUDER
\ DEED BOOK 1368 PAGE 293
\ PLAT BOOK 81 PAGE 114
TRACT 2
9701-34-0804
\ _7 • wE�L
Z_�
�P
n
Coverage:
Street Trees:
Required along an interior road longer than 250 LF
Building Lot Coverage = 4% Proposed
used as an entryway to a parking lot for a
Building Height — maximum 45 FT
commercial development.
Signs — TBD
Canopy and understory trees shall be planted, where
Drainage — TBD
required, as follows:
• One canopy tree for each 40 linear feet of
Limits of Disturbance:
frontage; or,
• One understory tree for each 30 feet of
Acreage: 4.68 ac
frontage; or,
Cut: 11,499 CY
• A combination of canopy and understory trees
Fill: 9,604 CY
at the rate of one per 35 feet of frontage.
Net: 1,895 CY (FILL)
• For interior roads only, any combination of
Soil Type: X — see soil report for specific soils
canopy trees so long as the type and spacing
of trees placed can be expected to form a
Stormwater:
substantial canopy within twenty (20) years of
Proposed Site: 10.62 ac
initial planting.
Pre —development Impervious: 0 SF
Proposed to meet street tree requirements
Post —development Impervious: 68.632.23 SF
along the entryway towards the parking lot by
Built Upon Area: 14.84%
leaving existing trees along the entryway in
Low —density Project: No SCM Required
place
Flood Zone Designation:
Parking Area Landscape:
The subject property is shown as being in zones X
• Canopy trees --one per 15 spaces, understory
and AE (areas determined to be within the 0.2%
trees --one per 10 spaces, and shrubs --one
annual chance floodplain) on national flood insurance
per 4 spaces.
program flood insurance rate map. Map number
o Existing canopy and/or understory trees
3710352700J, effective September 28, 2007.
located within 30 linear feet of a parking
area or driveway surface may count
Landscape Requirements:
towards meeting the parking lot landscape
requirements provided they are located on
Planting Requirements:
the same property.
• Any planting that is proposed to be placed in a
o Existing canopy trees with a caliper of 10
general drainage and utility easement or in a
inches or greater, may count as 2 trees. The use of
street right—of—way must first be approved by
existing trees shall be noted on the landscape plan.
the City Manager and/or NCDOT in conjunction
o Required trees shall be located within or
with site plan approval. In all such instances,
adjacent to parking lots as tree islands, medians, at
the location of the affected rights —of —way must
the end of parking bays, traffic delineators or
be shown on the site plan.
• All trees shall be placed in the most feasible
between rows or parking spaces in a manner such
manner so as not to interfere with roadways,
that no parking space is located greater than 75
linear feet from a canopy or understory tree on the
sidewalks, or streetlights and shall not be
subject property.
planted closer than 8 feet to a fire hydrant.
• Any tree to be placed within twenty (20) feet
o Proposed to plant req'd trees and shrubs
lateral distance from the centerline of an above
around the parking lot
ground electric utility line shall be an understory
tree. The maximum maturity heights shall be
Landscape Tree Selection and Type Criteria Notes:
15 feet with the tree being up to 10 lateral feet
Find Appendix 1
from the street centerline and 25 feet with the
tree being from 10 to 20 feet away from the
For Landscape Plan and Details See Sheet
centerline.
adwarchitects
environmentsfor life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379. 1 91 9
F704.379.1920
www.adwarchitects.com
Mattern & Craig
ENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
\A C A Ro
FESs10*
Q
_ L7 =
' FN 119�� ' �:` 17
SITE MASTER PLAN
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER

N
0
N
N
0
0
/n
a
LLJ
0
LLJ
O
C)
N
00
3
LLJ
L�
0
J
J
Q
LLJ
/l
J
W
0
W
CD
CD
00
0 i
N
Co
r'M
C/T
W
W
LLJ
LLJ
0
0
Cn
U
J
N
00
ro
STANDARD DUTY PAVEMENT SECTION
N.T.S.
HEAVY DUTY PAVEMENT SECTION
N.T.S.
SIDEWALK SECTION
N.T.S.
CHAMFER ALL EXPOSED
CONCRETE EDGES
4" AGGREGATE BASE COURSE SUBGRADE
TURNDOWN SIDEWALK SECTION
N.T.S.
HEAVY DUTY CONCRETE SECTION
N.T.S.
1.5" ASPHALT CONCRETE SURFACE COURSE
TACK COAT
3" ASPHALT BASE COURSE
6" AGGREGATE BASE COURSE
SUBGRADE
8" BASE STONE (TDOT 303-01 MINERAL
AGGREGATE TYPE "A" BASE, GRADING "D")
SUBGRADE
GRAVEL ACCESS ROAD SECTION
N.T.S.
2" ASPHALT CONCRETE SURFACE COURSE
TACK COAT
4" ASPHALT BASE COURSE 4'
8" AGGREGATE BASE COURSE
SUBGRADE
a
a
a
S-6"
e
i
I- L
d
• a
d e
d
6" f� 18"
4" 4000 PSI CONCRETE
4" AGGREGATE BASE COURSE
SUBGRADE
#4 BARS ® 18" OC EW
7" 4000 PSI CONCRETE
6" AGGREGATE BASE COURSE
SUBGRADE
0
om
<
H Z
70000
r0m-10
Im—Iz�=D
=�DDm
Z DO
2 C 0 0
m�m
O O H
�DDD
� O
z C
SHEET 1 OF 1
700.05
6" O SCHEDULE
40 STEEL PIPE
FILL PIPE WITH STONE
AND CAP WITH 6" CONC
(PAINT HIGH-VIS YELLOW)
3000 PSI
CONC
PIPE BOLLARD
N.T.S.
ASPHALT SURFACE COURSE
ASPHALT BINDER COURSE
EXISTING PORTLAND 1:1
CEMENT CONCRETE SLOPE
°0i2" MAX' �o°coo°
`A _ 0 • D � ° o ° o ° O° O
O p O C) O � O � O C,
p 0 D p 0 D p 0 D
-_CD--- �-�O O O
BASE COURSE 1:1 SLOPE
LONGITUDINAL SECTION 'A -A'
EXISTING PORTLAND CEMENT CONCRETE
TO
PROPOSED ASPHALT CEMENT CONCRETE
PROPOSED PORTLAND
-Z
0
Z J
H
Z
EE-z>--r
D'
:4' .
0' D'
CO2a
>
E�
O
'Q.o.
l
Q
a
,Oo
0
v.
.o. .
.��°
a
.w p.
�OOo
o1�1oOo0ooCo
BASE
O
COURSE
y�T1MASONRY
+10-O'AF.F.
FINISH GRADE
SEE CIVIL
I I
1
----------------------------------------
I I
L�COPING
)LAIR BRICK
ER
M. STEEL PIPE
4RD FILLED W/
:RETE- SEE DETAIL
JOC
T P-X)
DUMPSTER ENCLOSURE SIDE ELEV. 1 3/8"=V-0" 04
2X TREATED WD. BLOCKNG
FASTENED TO BOND BEAM
W/ 318" J-BOLTS 32' O.C.
STAGGERED
PREFINISHED METAL
COPING (P-X)
y�TIMASONRY
r +10'-O'AF.F. ----
PROVIDE EPDXY PAINT ON
INSIDE FACE OF CMU
COLOR TO BE SB_ECTED
BY ARCHITECT
6' DIAM. STEEL -
PIPE BOLLARD
FILLED W/
CONCRETE -SEE
DETAIL XXIAXXX
(PAINT P-N
V-6"
0
v
REINF. CONC.
SLAB - SEE CIVIL
FINISH SLAB_ - —
SEE CIVIL
REINF. CONC. -III—III—I 1(-
FOOTING-SEE I —III
SHIM TO SLOPE W/ TREATED
1X WD. BLOCKING
CONT. TREATED 2X4
ATTACHED TO CMU
BOND BEAM
MODULAR BRICK
VENEER
8' CMU- SEE STRUC.
FOR TYP. VERT. REINF.
GALV. ADJ. MASONRY
WALL TIES @ 16' O.C.
VERT. & HORIZ.
FLUID APPLIED MEMBRANE
AIR BARRIER
CAVITY DRAINAGE MATERIAL
ABOVE FLASHING
CONT. THRU-WALL SLANGING
WI OPEN HEAD JTS. & WEEP
VENTS @ 24- O.C.
GROUT CAVITY & CELLS
SOLID BELOW FLASHING
4' CMU
CIVIL
L
EXISTING PORTLAND
CEMENT CONCRETE L/2
PAVEMENT
a ° DOWEL OR
17
o' TIE BAR
.. .
I- : • p.
O ��O D' '�• p' ; . p RETAINING
HER
:Q>� 9Ca. OD OD
BASE COURSE o oD o 0
EXISTING BASE COURSE
BASE COURSE
LONGITUDINAL OR TRANSVERSE SECTION 'A -A'
EXISTING PORTLAND CEMENT CONCRETE
TO
PROPOSED PORTLAND CEMENT CONCRETE
(DO NOT USE DOWEL BARS FOR EMERGENCY CONSTRUCTION
JOINTS, SEE STANDARD DRAWING 700.01 SHEET 2 OF 2)
A A
EXISTING PROPOSED
PAVEMENT PAVEMENT
LONGITUDINAL SECTION 'A -A'
EXISTING ASPHALT CEMENT CONCRETE PLAN
TO SHOWING LONGITUDINAL OR TRANSVERSE JOINT
PROPOSED PORTLAND CEMENT CONCRETE
GENERAL NOTES:
-JOIN PAVEMENTS AS SHOWN ON THIS DETAIL OR AS DIRECTED BY THE ENGINEER.
-PLACE TIE BARS (DEFORMED STEEL BARS) ALONG THE LONGITUDINAL JOINTS AT 30" ON CENTER. PLACE DOWEL BARS (SMOOTH STEEL BARS) ALONG
THE TRANSVERSE JOINTS AT 12" ON CENTER. THE PLACEMENT AND/OR SPACING OF TIE OR DOWEL BARS MAY BE MODIFIED BY THE PLANS OR THE
ENGINEER. MEASURE THE HOLES, TO ACCEPT THESE BARS, THE O.D. OF THE BAR PLUS 1/8" IN DIAMETER AND 1/2 THE LENGTH OF THE BAR PLUS 1"
UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER OF THE ADHESIVE. USE RETAINING WASHERS (NYLON, PLACTIC OR COMPOSTIE) ON ALL BARS
TO HOLD THE ADHESIVE MATERIAL IN PLACE. THE RETAINING WASHERS SHALL BE: I.D.=BAR O.D., O.D.=HOLE I.D. + 1/4' MIN., THICKNESS= %6" MIN.
SEE STANDARD DRAWING 700.01 FOR BAR SIZES AND OTHER JOINT RELATED INFORMATION. PROVIDE ADHEVSIVE BONDING MATERIAL SPECIFICED BY
SECTION 1081 OF THE STANDARD SPECIFICATIONS FOR TYPE 3 OR 3A ADHESIVES.
-SEE TYPICAL SECTIONS FOR PAVEMENT COMPOSITION, SUMMARY OF QUANTITIES AND FOR OTHER SPECIFIC INFORMATION.
1=III I III=III=
-I I—III-1—I I 1-1
DUMPSTER WALL SECTION 13/4"=1'-o" 03
1 /8„
� � 1 /2„
Irrt TYPE "B"
(CONTROL) (EXPANSION)
TYPE "A" JOINTS SHALL BE SPACED AT A MAX
DISTANCE OF 5 FEET CENTER TO CENTER U.O.N.
TYPE "B" JOINTS SHALL BE PLACED EVERY 50 FEET MAX, AND
ALSO WHERE CONCRETE PAD ABUTS BUILDING, CONCRETE
CURBS, AND ASPHALT DRIVES AND SIMILAR STRUCTURES.
3/4"0x18" LONG EPDXY COATED DOWEL BAR ON 18" CENTERS
SHALL BE PLACED AT MID SLAB ALONG TYPE "B" JOINTS. BAR
SHALL BE COATED WITH GREASE/MASTIC TO PREVENT BOND.
REINFORCING BARS SHALL NOT CROSS EXPANSION JOINTS.
CONCRETE JOINTS
N.T.S.
STOP
MUTCD R1-1
N.T.S.
z
O
H
H Q
Q
1 1 0
LL _j EL
00U=
'''QQ1L
<() O
H
cAHILL OJ
O0
Z H CE
w
I Q
H
oLL LV Z
> W
CL 'a
Boa
W
N
z a
O
O
Cn w H
CL X
cznOW
J Z O
CD H ~
z
w
SHEET 1 OF 1
700.05
PREFNISHED —
METAL COPING
TIMASONRY
MODULAR BRICK
VENEER
FINISH GRADE
SEE CIVIL
03
A502
23' - 8" CLEAR ALL EXPOSED STEEL &
HARDWARE TO BE
10" 5' - 2" 4" 5' - 2" 8" 5' - 2" 4" 5' - 2" 10" PAINTED P-6
WELD PLATE TO TOP OF
T.S.
1 1/2' x 1 1/2' x 1/4' STEEL
3"t
i
I � I
(V
I I
ANGLE
— 6' x 6' TUBE STEEL
POST -SET IN CONCRETE
3„ FOOTING
— FACTORY PRIMED STEEL
DECK
— T x 1/4' STEEL PLATE
212' x 21/4' STEEL
ANGLE CLOSURE
T x 4' x 1/4' STEEL TUBE
FRAME
6' DIAM. STEEL PIPE
BOLLARD FILLED WI
CONCRETE -SEE DETAIL
XX/AXXX
(PAINT P-X)
(4) HEAVY DUTY HINGES
PERDOOR
(2) 5/8" O.D. STEEL CANE
I I I I I I BOLTS W/ 1 1/4' WASHER
- ---T------------------------------- I---------------------------------�--� WELDED TO CANE BOLT
I I I I I FOR STOP
1 I j I 1
I
I
�
I
I
�
�
I
I
�
�
I
I
,
�
I
/
I
I
,
I
I
�
I
DUMPSTER ENCLOSURE GATE ELEVATION 1 3/8"=V-0" 02
26' - 0"
FACE OF BRICK VENEER
4'-4" 4'-0" 7'-0" 4'-0" N-4"
23' -8" CLEAR
02
A502
ACCESSIBLE PARKING SYMBOL
N.T.S.
LOCATE AT EDGE OF PARKING SPACE UNLESS
ACCOMPANIED BY "VAN" LETTERING
THIS SIGN TYPICAL AT ALL
ACCESSIBLE PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH WORDING
AS REQUIRED BY STATE OR
LOCAL LAW.
1-1/2" O.D. GALV. PIPE
PAINTED BRONZE
(2—lbs./ft.)
6" PIPE BOLLARD PAINTED
BRONZE, FILLED WITH
CONCRETE.
SLOPE TOP OF
CONCRETE
GROUND/PAVING
SURFACE
RESERVED
PARKING
2"X6"
2"X9"
z �
I
Ln
A
O
I
as a a i
3,000 P.S.I.
P.C. CONCRETE a
•
a c e
d
a
V-6"
ACCESSIBLE PARKING SIGN
N.T.S.
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S
"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN
ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
ACCESSIBLE PARKING
N.T.S.
adwarchitects
environmentsfor life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
-/LMMattern & Craig
ENGINEERS• SURVEYORS
17052 Leicester Fire
Station
Leicester Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
SITE DETAILS
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C301

adwarchitects
environmentsfor life
architecture planning interiors
WEST CAROLINA HOMES, INC.
DEED BOOK 4079 PAGE 1002
LOT 3
PLAT BOOK 56 PAGE 84
9701-25-3383
�"N \\ \
EXISTING
5/8" REBAR
340.02 EX
B FENCE
POST _-_-// \\
- \
>-168.10 N •26'0�� I ; II\ I \\ \ _ /--- _ � \ -sEP-Tic_ TA-v 167.85 Mlq-COMBE C90 TY APPROXITE-S DEED BOOK 2 76 P GE 156
=2167.60 �RACT 279 ]] HVAC'S9701-24-5
\/
\
I
e 0O
5� 11 I ► I \ \ I \ _ wF�` EXISTING
I I I \ 1 BUNCOMBE COUNTY
LIBRARY \ \ \\
I I I I \ \ \ \ d nl - _ > I COVERED WALK
WAY
I 1 1 I \ \\ \\ \ \ `-J
I
I
I \ \ \ x
Exis�DNG �,eK-4G-- I I I I I I \I I I I I l
I
ASPHALT PARKING
NCDOT STD 840.0
\ \CONCRETE CB
1 1'OP=2172.22
�\\ � INV 169.20 \\�- ----- _±780 SF
_/BNCOMB iOUP
40.02 -EASEMEED BOOK., 278 / GE 156-VEDOT C TRACT13.62 CRESTD BUNCOMBE COUNTY /
/
_ 3�i2, TOP1�70.9 _-_-------DEEF- 00K 2-279-PAGE 156 9701� -0916
/^'/i . •• a.. / / \ `, 74.60 INV iN=-21633.8--------4"- +- - - - -
' •/ o \ - _ - -NCDOT STD 840.02_ DJ -
.• . •• �� PROPOSED FIRE _ INFV-O_VT= 2163.7� 97 �� - - - - - -
-
\ /• -� \ ---- 74.86 - _- -CONCRETE CB_--_------- -- --
DEPARTMENT
• i ' / / - - - _ - _ _
- 74.07
/---- _ -MF� 216_8.99 _ _----- -
' �. ••' • ' • / f17 791 SF 73.57 72.22 - -
N35'0141�' /. - / - -- -iNti-�1=2159_10_-------- -
,\ <�. / FFE= ±2175 __---_ 74.6 Q --_ _ �HP:78.8
\� '. �i. ✓ i ,---- " 74.26 _ - - INV UUT=2159_OQ
\\ ' •7.4 1'• ±155 LF OF 12
\ \ \U PARKING DPE ®1 MIN. a
74-0 STALLS _ _ _ - - - _ / / 1 1 \ \ \ I\ / f tic/
747 - - - - - REBAR-_74-5
--- \��AIYLo T CB • yy� • . -•••z - ---- - - _ 44-------_ - ; - \\ \- �'�UAICOMBE'EOUN�1'\-- ///
\ �/ ' - �-. - -. • \ �D BOO -6 PAS 813 /
\ TOP�2172.58--_/j• .• _ --_- - ---- �\ \\� \ PLAT K K 81 P'A �14
\ INVJN=2170.208 y�=�-- _��� • _�-�----- 2174 - ------ - 71 4 -o -- \\ \\\��- TR��1� i
- - - - - - _' • '. • ••• �. • --- - \ \ 9-791-24 9828/ _ �/ / / / /
\ TNT OUt=-2170.1C1 --- T _-_• __ _ -----_ o -- `l.� \� \\ \ _ _ l ELMI 13LUDER i/
\� \�\ \�� �`-------ZZ- 1 ----- __----RE V W �\ \\ \� _ / 0. eK 1368 PAS-29J
�- --------- --- ---- - �----��\� \ \ AT BOP-8YPAG1<1H-4-
\�\- - - - - - - - - _ 73.82 - - _ - _ - - --- \\ \ . \\\_-- / '�_�IRAe
\ /
- - - - - - - - -- _- Q\\ / ' / �' �� �`-/ _3%OL4'b8 / 1 /�/ // ��
\ ------ HP-74.03 - 60 540.02_/- - -` �wF� //j�//i
\ - 5 - - - - / / / / CIONCJWTE/CB, / / r����
------ __ - -
- ' � / / � � DEBR� E. HYATT
U= \ \ \ NYLOPLAST CB , �'' - -' - - _ _ / //A
- DEED BOK3K 2863 PAGE 175 \ ,-
\ \---- T0?168.99 �
E N - / iNV IN=2158.4
TOP=2172.58 , / - , - 21 - - - - 21 _ / / / / I OUT=2158,35 / / 9701-24-9704 / ; /
-INV=2170.30- ' - _ _
\ _ _//
/ \W
/ j
�i000, ' // ///// �--- - _ -=/� --- \\ _ \ ✓ ,CX 1/2;4EBAR,-
i / / / / i _ -`i�- \\ \ Cn
\ __ - %/ / /�/---NCD�-&T$ 840.0�_--10�_MAtNTENAN-6 ' ��2 --- _ -�� � \ \ - _--- _--/ \ G��
��/ /' `���/ _ \ \�------CONCRETE CB__ _-ACc�'' - \ \\_ � �/
\ / - - �.2fl'ACRES �(444;2� �Sg ft�- I�GD'OT'Sw a48,�2 , \ - - �� \ \ \ - - - - - - JOP=2171.84 _ - 215_lNV- .00
\ / // m __ �\ \\�� \�_ _IN�I IN=216F.20__-
' _ \ _ _ _ j - _ •�°c BIORETENTION
- / BEING THa< -PROPERTY/ 'DES�RI�/ // // / / �5� �7�.�2 \ \ \ � � - _i / � -
\ - INV9l1-T=2'I'66.10 �� o �o
\ IN OEE6 B0 484,9 PA'G �(2?/7 / / ,II�V'I�I /�2� - fCR q�� \ \ \ \ \ \ _ _ _ - - - / / /.ti ' - CELL (SODDED) -
`-/'' ��' / AND P1,Ai"60 1 P E�I13/ / / -_- \ " \ \ \ _- _� /-- / i / 1
z /'PIN �'70 <24/34 4' / / / /�DI�i11� 1�5��1/0�-1 A- - �OR� 2.1 2, \ �\ \ \ \ \ \ - - - _ _ - - - - i �_!/ - / / i ��j / SEE DETAIL
\ i' / /' / / /� /// / /'A� / / --- - \ \ \ \� \ \ \-- i // �/ / / /
/ / / *9 S��Y� �����- - � � \ \ \ \ \ � - _ / - / � i � - RISTOPHER SMITH AND
/ / / / / / / / /�� / // /� -1\ \\ \ \ \ \ \ \ /� _ / / / // / -
z ^ _ \ \ \ \ \ \ \ \ \ \ _ _ _ _ / _ J / / 1-1 / / _ MARGARET E. CRAWFORD
�/ / / / / /// / / // // / /// / --\ �`\�\ \ \ \\\ \ \\ \\ \\ \\ �/ / /-- j%// �/ / / i PLAT
9701BOOK
2417692PAGE
32
_
o �� ��/�� // //// //// / ////////// i/ \ \ \ \ ___�- / / 2145 /
EX AXLE
N i / // / // / / / / / // 1 \ \ \ \ \ / / / / \ +
00 EX 1-1/2" ��� �// ��' ��� / // // //// / // / //// //// // --\ \� \\\\\\ \\ \\\\\ \ \`-----�_ /.---- / /---i �// //' ��/ // /\
OTP �� / / �/ / / / / / / / \ \ \ \ \ \ \ \ \`- ---/ - �- // // / / ��
3 N/ / / / / / / / / / / / / / // / / / / ��_'� \ \ \ \ \ \ _ _00010"/' � _�/ / i
/ / / / / / / / / / / / / / �� � \ \ \ \ \ \ \ _ / _� / / /� / /
��11113*03'32�E'�
\// �� // /� // / // / // / //// //// //// / �/ _���\ �� \ \ \ \\ \ \ \ \ _ /-- /�- J//���//�
z / �� / / / / / / / / / // // //�"``' / /�� \ \ \ \ \ \\ \ \ \ `----- _--- �_-�/-/ 40
0 5/8 REBAR - 34.J�6 _ ' / / / / / / / / / / \ \ \ \ \ \ \ - / 2�
WITH CACD P // �� /�J // / // //// / ///// 1/�/ //R �IW
o
i _ /o0o
�� UTILITY/PbLE`/ // // / / // / l // // // i/// / / / \ \ \ \ \� \ � � / �// GEORGE W. SHELTON
N / / / / / // / / / / / / / \ \\ \ \\� \ \\ \\ �� ��� // /11 �� // AND WIFE
PATRICIA LYNNE SHELTON
w / / \ / / / / / / / / / / i i/ /j / / / / / / �1`� / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / /' / / /// DEED BOOK 4295 PAGE 1094
_ / i - - - J l / / l / // / / / /� / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / i /// PLAT BOOK 121 PAGE 40
EO / „/ /� / // // ///// // // / \\ \\\ \ \\\\ �// //�---2135 TRACT 2
W SN 'L- - - / / // / / / / / / \ \ \ \ \ \ \ / / 9701-24-7510
LLJ
\\ \ \\ \ \ \ \\\�� �/j/ EX 1/2"
/ / \ \ \ \ \ \ / REBAR 00j
0
'ADOWS00
l000 EIX 5/8'�/ROA� Z%
/ / /// / / /\\\\ \ \ \ \v
EX 1 /2"
REBAR
N
0
I -
w
`O- SHERI G. DAVIS
CO= AND HUSBAND
LITTLE GAVVAIN DAVIS, JR.
INV=2164 \ DEED BOOK 1428 PAGE 206
LOT 4
x PLAT BOOK 56 PAGE 84
�\ 9701-25-3161
10' MAINTENANCE
ACCESS
- _ \ EX 1 /2" REBAR
ON LINE
`\ _\\\
\ - o
NCDOT STD
PQN \\ FOREBAY CONCRETE C
_SEE DST _ INV=2167.25 TOP=2172.9'
INV IN 12"=
----- INV IN 15"=
INV OUT 18"
W
WEST CAROLINA HOMES, INC.
.4 DEED BOOK 4079 PAGE 1002
cE
17'2�7- \ LOT 5 PLAT BOOK56 PAGE 84 NO�W�RE FEN
Q \ 9701-25-44052� �0 /
Q� L SET FENCE-,P ST /'
2, Z3 29
f 180 LF 10K 1 ?1
HDPE 01% MfiN.
INV III 15=21_69.35
INV OUT\1.5_ 2169.23 \ 1 80 -
..
\ )• • - ' • ' t160• LF OF 12. • - -' 'HC STRIPED &
i MDPE 0- WIN. 74. PARKING STALLS
I \ \ ,•
I < .. ` • . • • ; ♦ ; 9'X20' (TYP) 1
'74. 1 •74.9A :-
•=
i t f\\
\ 36
EX 5/8"
V REBAR
GERALD L. SURRETT HEIRS
CVS / 1052
DEED BOOK 2689 PAGE 326
TRACT TWO N66.09'46'$E
9701-15-8515 BARBWIRE FENCEx 24d.i
5/8" REBAR(<
WITH CAP
I11
�AI
dY/SAP) LLW�Y
<<</LE1V-=2168.5:0 \----
//// //
/ I 1 \ \ \ _ PROP 1 / / / / 1 I/j 1 1 1 1 1 I I l\ \\ \\ \ \ - WELL /
1 1 I I I 1 1 1 1 1 1\\\\\ - ,LOC TI
,
III ► I I I � I 1 I I � � \\ \\ \ \ \ \____-- _ _/' �/
1 II
---
It
\ \ \ \\ \\
74.30
NCDOT S 840.02 `
\ \ C CR TE CB- - - -
\TOR=7*3-1-HP
INV IN �2",246950 - -
STORMWA TER PIPE TABLE
PIPE
PIPE
PIPE
PIPE
NO.
MATERIAL
SIZE
LENGTH
SLOPE
in
ft
ft/ft
1
HDPE
15
19
0.0053
2
HDPE
15
149
0.0050
3
HDPE
15
142
0.0099
4
HDPE
18
39
0.0090
S
HDPE
15
19
0.0105
6
HDPE
15
200
0.0190
7
HDPE
15
60
0.0500
8
HDPE
15
45
0.0500
9
HDPE
15
93
0.0500
10
HDPE
15
19
0.0289
11
HDPE
15
58
0.0233
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
Mattern 10 M & Craig
%:Moo ENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
�: ��•�OFESSIO ' •.
Q
E L7
•'•. I d �d.�-f7
�''• ENGINE .• '' 0 ;'
GRADING & STORMWATER
PLAN
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C400

adwarchitects
environmentsfor life
architecture planning interiors
v
v BACK OF CURB
1-40
� - z X
aoCl) 00//^�
r C) -n Cl)
HY Z�=D
�0� i A
= m Z D m ° m - -
=050
-gym
v O H o
v C7DDD :o:o'v.:a•.o v.:a:o D
(�D z o PLANLow- X
m
c9CD
z
O �
Z H
1 Z
N
mD
=Z
cC�D
� � v
D
� W H
m y G)
FA -n
Z �
SHEET 1 OF 2
840.02
0
N
N
0
J_
Q
w
a
cn
0
v
N
co
3
N
Q
w
I
0
I
N
0
LO
I
0
c�
r`
N
00
M
F-
LJ
W
_
Cn
Cn
w
w
0
E
0
0
0
a�
i�
a�
a�
U
J
r`
N
SECTION Y-Y
RISER HT.
VARIES
6 r, q
.a
:o.
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
Y
SEE STD.NO. 840.03
�t L
6" B
o:. D "•e
i •.
�o•
. •�• ..°• a• °.
• 3 ��
SECTION X-X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
)N OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
6" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE NOTE CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
Z
O
H
Q Q
IZ-1erC='3V
U- _j I Z
O O in =
� Z ^
F-0 W0CD
C4HOJ
O O Cn Q
� LA_H
1 Q 0
TOP ELEVATION
FRAME GRATE AND HOOD 77
STEPS - STD. N0. 840.66
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66
TOP ELEVATION - - - - -
JT p.. - cD s ue. A Z
6" o' ...°• °• o . E
�j •o. E� B o . � • (3
I o. p. ' o o' 1Z-I Q W
= 6" G 6„ m
61 :o C o. 6" x Q H
a
o D oo D 0 _
o It
�a
o Q
Err o. . a . a o.Lj
o• O
o''. o''. p. '. Z W =
SECTION J-J a:. o... a• . o a. H H
WHERE 30" TO 36" PIPE IS USED (n W --
SEE NOTE SECTION M-M
WHERE 42" TO 54" PIPE IS USED N
T
H Z
JCD
O
Z v
p:•I p. A p•':
i p
. of
IL p �•'� Q p'•' LL �• m p. ••
o
PLAN PLAN SHEET 1 OF 2
840.02
10' MAINTENANCE ACCESS
1-YEAR PEAK ATTENUATION OUTLET -\
CLEANOUT W/ @ 18" FROM BOTTOM OF POND
CAP (TYP)
1-YEAR PEAK ELEV.=2157.00
DESIGN WATER QUALITY ELEV.=2156.00
2" WASHED SOD
- 2155.00
x ` ' • 30" MEDIA MIX '
xxxx- •x -x -xx -x-, IMIX: 75-85% SAND xxx -x-x-x-xxx-x-x -xxx• -xx
.x,x. 'x-•X•X•`•'•I 8-10� FINES .x.x.x.x,x.x.x.x.x.x.x.x,x. .x.
4" WASHED SAND x%%X- .x, 5-10% ORGANIC .x,x.x. .x.
8" #57 STONE �� ::...:::...:..::..::..:......::..::...:::..::..::.::...::...:..::...:....::..::..::..:::..::... :..::.:..::..::..: ::..:
PERFORATED 4" PVC UNDERDRAIN ±500 LF WITH 3.25'
IE 2152.00 C-C SPACING BETWEEN EACH BRANCH
NOTE: SOIL MIX IS NOT TO BE MECHANICALLY
COMPACTED OR MIXED ON SITE. THE CONTRACTOR
SHALL HAVE THE SOIL MIX VERIFIED FOR A MINIMUM OF
A INFILTRATION RATE OF 1.5 IN/HR.
AICCLIALI r%MATC w I :
DRY POND CROSS SECTION
N.T.S
FILTER FABRIC
v
v m
I --I -0
"- Z
7oCl)
r00
CT_jCn
HZ�=D
=�Zym
_ (n O O
-gym
OOH
nDy>
_< --1
Cn
O
Z C
m
C) z
O r
CD
CD
Z �
N �
=mZ
c C7 D
4 v
=n v
D
w H
m y C)
-n
Z 0
SHEET 2 OF 2
840.02
NEENAH GRATE
L4215-C OR
APPROVED EQUAL
ELEV 2156.50
BIORETENTION OUTLET
S�
6" E�
6"
#4 BARS "V"
@ EQUAL SPACES 1'
3 n 1 Y2
R -_ W R
IL
ca
m j u
w
ih ev
PLAN OF TOP SLAB
#8 "W" BARS
LOW
SECTION R-R
611
1 1/2
m Cn
� Q
cin
c
Qm Q tL
0
w
SECTION S-S
#4 BAR
6"
DOWEL
EXPANSION JOINTS
4'-6" 4'-6"
STD. 840.03 FRAME,
GRATE & HOOD
i
` MERU
6'-0"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP 6„
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
zoo 3'-0" DEPRESSED GUTTER LINE
EXPANSION JOINT
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
Srr EXPANSION JOINT Err
TOP
USE ON GRADES OVER 2% ELEV.
77�- -10rr DEPRESSED GUTTER LINE
6 -0
EXPANSION JOINT MAX,
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOT•CONC.
FOR MINIMUM
HEIGHT,0.772
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
N0.
LENGTH
LBS.
12"
3'-0"
2'-2"
--
--
2'-9"
--
--
--
--
--
--
--
--
--
--
0.235
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
1 3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
W-4"
4'-3"
1'-2"
4'-0"
1 4
1'-5"
2
1 3'-9"
3
1 3'-9"
39
1 0.123
0.321
1 1.433
0.092
10.127
36"
3'-0"
2'-2"
3'-10"
4' 9"
1'-8"
4' 0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3r'
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.318
1.738
0.180
0.243
48"
3'-O"
2'-2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180
0.386
2.387
0.297
0.401
-2156
18" HDPE OUTLET
IE 214
4" PVC UNDERDRAIN CONNECTION
IE 2149.50
18" RCP ±30 LF ® 5.1
IE 2149.50
BIORETENTION CELL
N.T.S
R4215-C
NEENAH GRATE
ELEV 2156.50
RIP -RAP PAD
ELEV.=2164
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
18" HDPE OUTLET PIPE
IE 2149.50
4- PVC UNDERDRAIN CONNECTION
IE 2149.50
R4215-C
nirrni nH GRATE
2168.00
4' X4'
CONCRET
BOX
TIERED OUTLET STRUCTURE
SPILLWAY
z
oa)
H >-
Q Q
ILL. J
O O O 2
W Q Z W 2
F- U O H
H
CnHLOJ
OOCna
Z ,jam
FH
LU
a>=
o Z
LL
C'3 C4
IZ-1 m w
Q ~
o = (L
LO
o v �
H H �
_ N
Cl) 7--
Z
J O
C'3
Z
w
SHEET 2 OF 2
840.02
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
Mattern & Craig
ENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
C AR ,
OFESSj'f.
AL
y
FNG1� 7
STORM WATER
DETAILS
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C401

DEMOLITION &EROSION AND SEDIMENT CONTROL LEGEND
LIM LIMITS OF GRADING/DEMOLITION (4.68 AC)
adwarchitects
environmentsfor life
0
00
Ln
4
0;
0
N
N
D
0
0
i
z
a
J
Q-
cD
z
0
Q
CD
0
0
U
r`
N
00
rM
w
cn
a
n
U
cn
w
0
0
Ln
c)
w
w
Cn
w
w
0
E
0
0
0
0
0
U
.0
J
CE CONSTRUCTION ENTRANCE/EXIT (3.02)
SILT FENCE (3.05)
DI �� TEMPORARY DIVERSION (3.12)
SAFETY FENCE (3.01)
CD CHECK DAM
EROSION AND SEDIMENT CONTROL SEQUENCE
1. INSTALL CONSTRUCTION ENTRANCE AND INITIAL EPSC MEASURES.
2.INSTALL SILT FENCE ON PORTION OF SITE ADJACENT TO EXISTING
BUILDING.
3.INSTALL SILT FENCE AS DESCRIBED BY PLANS.
4.INSTALL TEMPORARY DISTURBANCE DITCHES AS DESCRIBED BY PLANS
5.INSTALL CHECK DAMS AS DESCRIBED BY PLANS..
6. CLEAR AND GRUB WITHIN LIMITS OF DISTURBANCE.
THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION
ENTRANCE AND INITIAL EPSC MEASURES PRIOR TO CLEARING AND
GRUBBING AND THE PLACEMENT IF ANY FILL.
GERALD L. SURRETT HEIRS NOTES:
CVS / 1052
DEED BOOK 2689 PAGE 326 66°09'46 X X � X X EX 1/2"
TRACT TWO X E r-r -r-� I REBAR
9701-15-8515 gARgWIRE FENCER � � / / j SEE SHEETC501-0502 FOR EPSC NOTESAND DETAILS.
5/8" REBAR «X; �� / / / I / // / // \ II o CONTRACTOR SHALL CONTACT MISS UTILITY OF NORTH CAROLINA:
WITH CAP DIAL 811 OR 1-800-552-7001 FOR LOCATION OF ALL UTILITIES AT LEAST
x 72 HRS PRIOR TO BEGINNING CONSTRUCTION.
Xz_/�l w
CP Co, CONTRACTOR SHALL CONFIRM DEPTH OF UTILITIES PRIOR TO EXCAVATION
.------ � �- SHERI G. DAVIS
AND HUSBAND IN AREA.
/ 4 > / / / / / �^ / / / / / / / / / / / / / / ' LITTLE GAVVAIN DAVIS, JR.
/// ��I/ \ DEED BOOK 1428 PAGE 206
/ // / /// / // // / / / / ( I I I \ \ \ LOT 4 0 15' 30' 60' 120'
PLAT BOOK 56 PAGE 84
\ \ - $F \ 9701-25-3161
LIM �� • 0-
// 0 X�X
� � \ SCALE: 1" = 30'-0„
\ `\
EX 1/2 REBAR
LIM ON LINE \ ----
EXISTING
\ �� --__-- , x \ 5/8" REBAR
LIM, l�
EX FENCE \ \�__�\\\\\\\\� \\ \\\ \\ \\\\\\ \\ \\\ \\\\
POST \ \ \ \ \\ \ \ \\ \ \\
\
--
\
2165� _----- -\ \\ \\ \r x� BUNCOMBE COiJ TY \\ >( \\ \\ \\ \\ \\
\\}� --_ DEED BOOK 2 A P GE 156 \�0
\\ \\ -TR-ACT 2
\ _ _ \ \ w 26 p�' x \ _ _ _ 9701-24-79 5 E 00 \ \ \ I
l \\ \\ \� �°
\
w \ \
X�X� _-_ \ \\\ \ WEST CAROLINA HOMES, INC.
\x� DEED BOOK 4079 PAGE 1002
LOT 5
PLAT BOOK 56 PAGE 84
9701-25-4052
- --- `1 I
�NAI\ BRO� /i ��jy / CD i I I \\ cn I,- - -----
\ \ \ \ \ \-- ♦ --__-- \ \\ \\ \\ I\E ST
LIM
I I I
\\\�__---------- 2180 ASPHALT PARKING
(
BUNCOMB /COUNTY
---------- DEED BOOly 78 PAGE 156 LI '
\\,�� \����-/ BUNCOMBE COUNTY ---_.- //TRACT 1 / I \ I �
■ \ / \ \ \ \ \ \ ` 2185 \ - _ �- 9701-34-0916 / / I y
DEED BOOK 2278 PAGE 156 �
\
-- LIM __ -__
•1 / _-
/, -- I 9701-24-7985- �--' `_ \��\ - •�� /•�/ CE
J35°01'41.,,,.\\ ` ''' // \--- _-___-- ----,� _-___---- ��-----\\ -�_ _-- �''
------------- \--- --- _�---------------
- ------------ --��----- _--------\ \ �\ \�/
ft
ft
\\ \\ \--♦- __ �''' --------------2175------ - �REBAR2"r-
--- \\ \\\ ♦ -----_ ,2���' ---_---------------------- - _--- ___-__- LI
\ ' _-------- _--- \\ C0MBE CO
♦-_----, DIS TU R B A N C E AREA — --_ ---_ _---�~- \ \N, "I I.-, DEED BOO*K*5.�6 PAGE 813
- _
-B __-- --- _--------------- ----- _ _ _�� �\ \\ \ \\�- PLAT BOOK 81 �A �14
♦ ------------------------ --- ___--------------------- // /� �'''�'� �♦ _ \ \ \� -� \ TRACT 1
-�.- 203,987.68 SF_--_ --___-__- ----------- �'' �'' _-=I- \\\\ \\ \\�\� 9701-24-9828--��ii' "� // \/ / / /// Ili I
\ ���,-----_-__------------------ 2170 ------%/ // / /� �' �I__..�-�-�\\ \ \ \\ \\\ RUTH ELMIRA SLUDER // / / / /
--- --- ------------- ------ to,,, / \ \ \ \ \ l P /�
__-X \ \ \� DEED BOOK 1368 PAQ€ yL� /
,P\LAT B AGE 4
BOOK�YP
\ ----- - - - - - - / / ���/ /- \\ \ - TRACT 2
_ 970-�4-0804 ,
so,
\\------- -���// �� __--------__-_---------_- - - - - - - - -- -__ -2165- t �'LIM
//////
x �/ // /��� DEBRA E. HYATT
DEED BOOK 2863 PAGE 175
9701-24-9704
x\ �-
/ ! ' 160- '��� -_--\ --- -- ---- \ \� EX 1/2iI�EBAR
/ - _ ----- _- --♦ -- \ \� \\ ,\_--� - WIIH/CAP P
SF
A SF
10.20 ACRES+_'(444,291 SQ. FT
,KING THE PROPERTY DE CRIKD / / / ��° / \ ` \ \ \
IN DEED BOOK 4848 PAG�227 / / // / / �� �- - - - _ �� \\ '� \ \ \ - - _ _ - J / / ti �♦ f _ \ \ } CD
AND PLAT BOOK 128 PAGE 113/
PIN 9701--24/3454 \
\ \ \ \ \ \ \ - _ - _ - / / / 1- \ �RISTOPHER SMITH AND
\\\ \ \ \ \\\\ \\ \ \ ___ / / / // / �- \� I \ �MARGARET E. CRAWFORD
\ \ _ - _ - - / / _ / / / / / / / PLAT BOOK 181 PAGE 32
9701-24-7692
145
EX AXLE
N13*0S32'E
i/8" REBAR
34.96 ,/ / / / / // / / _ \ \ \ \ \ \\ \ \ \\ AREA TO
WITH CAP / // // / //// //// / r/r/ / / // \\ \ \\ \\\\\ \ \ \\\ \\ �\ �-' IN
IVI7AtIN'/
\ DISTURBED � o��
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379. 1 91 9
F704.379.1920
www.adwarchitects.com
Mattern & Craig
-d000LMENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
EPSC PHASE 1
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C500

EX 5/8"
REBAR
WLSI UANULINA HUMLS, INC;.
DEED BOOK 4079 PAGE 1002
LOT 3
PLAT BOOK 56 PAGE 84
9701-25-3383
GERALD L. SURRETT HEIRS
CVS / 1052
DEED BOOK 2689 PAGE 326 EX 1/2"
TRACT TWO N66°09'461, \ REBAR
9701-15-8515 BARBWIREENCE— 240.16'
5/8" REBAR
WITH CAP
0-1
cr cp SHERI G. DAVIS
N / / / / / / / / / / / \ \ ~ — w -0, AND HUSBAND
-7 LITTLE GAVVAIN DAVIS, JR.
DEED BOOK 1428 PAGE 206
//�� � // / // / /// / // // //// / / / I I I I I I If I\ \ LOT 4
/ / � / / / / / / ///// / / / / / // / / /J I I I I I I I I \ \ PLAT BOOK 56 PAGE 84
9701-25-3161
�/ / / / / / / // / l 1 �(RLIM�� k
21SS���-I/
� EX 1/2" REBAR
�\
}LIM ON LINE
LIM, y�� . PROPC��
L OCA `\ \ \ \•
� I I I I I I � I I I I � I � \\ \ \ \\ �— --- o \� \\ ♦ te a
2�65
pl
21�0 -- \♦ SF
SF It
\\ `\ \ \ \\ \ \ \ _ _ \ 9- — _ f - �\ \ EEDT OOKOLINA 4079HOMESPAGE 11002
E LOT 5 F�NoE I I I 1 I 1
� �r
\
\
\ \
/ \
\
SEPTIC TANK
BUNCOMBE C E APOPROTON TES
DEED BOOK 2278 GE 156
TRACT \ \ \
9701-24- 5
EXISTING
BUNCOMBE COUNTY \ \
LIBRARY \ \\
EXISTING
5/8" REBAR
DEMOLITION &EROSION AND SEDIMENT CONTROL LEGEND
LIMITS OF GRADING/DEMOLITION (4.68 AC)
CONSTRUCTION ENTRANCE/EXIT (3.02)
— X —
(D
on
SILT FENCE (3.05)
INLET PROTECTION (3.07)
TEMPORARY DIVERSION (3.12)
SAFETY FENCE (3.01)
OP � OUTLET PROTECTION (3.18)
PS PS PERMANENT SEEDING (3.32)
EROSION AND SEDIMENT CONTROL SEQUENCE
1. GRADE SITE PER PLANS.
2. INSTALL REMAINING EPSC MEASURES.
3. STABILIZE SITE.
4. REMOVE ANY TEMPORARY EPSC MEASURES.
THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION
ENTRANCE AND INITIAL EPSC MEASURES PRIOR TO CLEARING AND
GRUBBING AND THE PLACEMENT IF ANY FILL.
NOTES:
SEE SHEET C500 & C502 FOR EPSC NOTES AND DETAILS.
CONTRACTOR SHALL CONTACT MISS UTILITY OF NORTH CAROLINA:
DIAL 811 OR 1-800-552-7001 FOR LOCATION OF ALL UTILITIES AT LEAST
72 HRS PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL CONFIRM DEPTH OF UTILITIES PRIOR TO EXCAVATION
IN AREA.
0 15' 30' 60' 120'
SCALE: 1" = 30'-0"
PLAT BOOK 56 PAGE 84 GGw\R� I I I 1 1 1 1 I \ \ I X\ IP \ I ` \ \ \ ' I I I
,5 12 9701-25-4052 pNO H \\ \ \ \ o \\ \\ \\
IP ti \ PRgw\R / /� I I I I I I I I I 1 \ \ \ \ o — — I COVERED WALK
.I N WAY
\ \
BROKEN / , - �jy I I I I I I
jam`] ���� / �/ ♦� l � I � I I I I \ \\ \\ \ \ \ � / I I I I
\
`\ \\ \\ \\ —___♦ x
//
` \ — _ — • < • ' •' .. • • I \ / / / I// /\ L♦IM \ I — % EXISTING PARKING
x ASPHALT PARKING80 I �
.e
\ .`•
1
I \� x ' :. • • PARKING STALLS
j • • • • ' •• •. ; 9'X20' (TYP)
41
DI • �LI
BUNCOMBE COUN
DEED TY / /
O� `\ _ _ _ — - — — — BOOK 2278 PAGE 156
JI / \ O \ ,� `� 11 BUNCOMBE COUNTY TRACT 1
X •a / \ �' / \� 2185 DEED BOOK — — — — _ — ` — — / ` 9701-34-0916 / / / 1 y
_ 9701-24=728.L — — — �7-��`\ _ _ _ _ .. / //
! .• < PROPOSED FIRE � _ _ _ •G � ,\ /
\\,-'� •t / / DEPARTMENT ---- --\ ♦ _ ___------- - ♦ �' / ♦ 9� / _/ / /
,. ! • - . ' • -/ !4- I ,---- ------------ —�-
N35°0141 W' \ I t17 791 SF / --
_--- --
23.16 �� x FFE= ±2175
...• ,
24 L PARKING ��'-- __------- S� DRI
\ S)T„ L_S 44W
\ \ \ \ x I .. v / / 1 5 EX 1/2"
REBAR-
\ \ — < • \ \ OBUNCOMBE COX / \ \ /
— \ \ \ \ \ \ \ x - •e • • • ' • �� — _ \ \ — — ` DEED BOOK 4556 PAGE 813
�— \ \ \ \ -B < , •'e — \ \ \\ �� \ PLAT BOOK 81 PAG 114 //
„—_ _ 2174 N \ \ \ — `� \ _ TRACT 1 —
IP I
—ww4w _ " ; • • •• < . -1 70 IP S f � 95 LF OF \ � \ \ \\\\ \ 9701-24-9828 P�OTi'( ELMIRA SCUD ER
\ — \ �� DEED BOOK 1368 PA�€�1�
�+ RETAINING WALL' \ \ ��
\\ \\ \ — \ \ PLAT BOOK 81 PAGF,1-14--_---�
X \ I - /� / �/ \� \ TRA•ET-2�—
LIM - / ��/ \� _= 970J--
\ \ \
X � - - L/IM /� // / �/ — �
\ \\ \\ ��
\\ \\ 5
\ \ \ \ Y
/
����/ // DEBE. HYATT \
\\ /� // DEED B K 2863 PAGE 175 � ,�J '
E �
\_----- _ � --- 21 2150 C
\
maf
/
tm
tFCn
0001
�� - SF
Q ' �10.20�ACRE Sj_1444,291 SO. F>+i i/ i /i "5.1jt�i 1 �� ���� LIM - - - - — — _ — — — / / /O 2150
oe
— — / BEING THE PROPERTY DESCRIRED . // // / / �O / * \IN,\ \ \��
IN DEED BOOK 4848 PAGE 1227��/---_—_ \ \ \ `-- ___-- �— J/ / �� _ —
AND PLAT BOOK 1?_8 PAGE i13 / / // / / /,/�--__ = �� \ \ \ \ \ \ \ \\ / /' �♦ 2155=
� PIN # 9701-24-3454 / / // / / // / r'------- \ \ \ `���\\ \ \ \ \ _—_----—/
00,
/ / / / / / / // / / / / \ \ \ \ \ / / 145-1
100,
ro-// //1-1 �/ / / // / / // - \ \ \\` \\ \ \ \ \ \ �_- $A _ - ___- �/ // /00 � ' // // LIM EX AXLE
000l
,� 5/8' REBAR 34.96' _��/ ��/ �/ // / // / // / / /// / // / / / /� _�\ \\ \ \ \ `\`\\ \\\ \ \--- /R��4�T0 214G'
WITH CAP / / / / / / / / /
/ // /'� / / // / / / /// / // / �/� / / // \\ \ \\ \ \ \ \� \\\\ \\ �\ / R �411�Y/ �- �� �D�
�, --- /// �/ ,/ // // / / / // / / /// / I / ////\ \� \ \\\\\ \ \ \\\
I'll l000,
00
/ / / \ \ \ \ \ \ \ / ool/ / GEORGE W. SHELTON
,'i; /"/ / /- UTILITY/PbLE`J // // / / // / l //i/ \ ` \ \ \ \ \ \ \ \ \ \ \ / �� / AND WIFE
� `'��� // W GG'Y I / / // / // / / //// / / / O // // ^ \ ` \ \ \ \ \ \ ` \ ` ` \\�// �� ��� PATRICIA LYNNE SHELTON
/ / �/ J / / / / / // // / / / / ti� �. / / / / \ `\ \ \\`� \ \ \ \ \ \ \ \ \ \ ✓ / //, DEED BOOK 4295 PAGE 1094
w / _ _ — — / / / / / / / / // / / / / / / / \ \ \ \ \ \ \ \ / // PLAT BOOK 121 PAGE 40
/\ `\ \ \ \\\\`\ \ \ \ \ / 2135 TRACT 2
/ \ \ \ \ \ \ \ \ \ \ / // /9701-24-7510
///
o //��/ m / // // /////j// //// / / // / // //// / h� // ����\\ \ \ \\ \� \ \ \ \� \\���\`'��� REBAR ��
/ / / / / / / / , / \ \ \ \ \ \ \ \ \ �\
FION OF
E 666
N G5 /�,
00 _ /
EX 5/8" REBAR
y /
AL
EX 1/2" REBAR
WITH CAP
\ � N— /
//"*1- SF,
/ RISTOPHER SMITH AND
/ MARGARET E. CRAWFORD
PLAT BOOK 181 PAGE 32
9701-24-7692
/ 9701-24-9704
n
adwarchitects
environmentsfor life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379. 1 91 9
F704.379.1920
www.adwarchitects.com
4m- Mattern & Craig
ENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
EPSC PHASE 2
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C501

adwarchitects
environmentsfor life
architecture planning interiors
Ln
Ln
4
0
N
N
7
C7
0
I
I
Cn
Q
LLJ
0
U
Cn
a_
LLJ
N
O
Ln
U
N
CO
M
Cn
Q
W
0
LLJ
W
Cn
Cn
W
LLJ
E
CL
0
a�
i�
a�
a�
U
J
v
om
H ,
<
H Z
70�00
HFom�cn
z�=D
=,>>m
Z
= Cn o 0
z 0 m -t
O
nDy>
CD
H
0
z
m
Z
M F
Cl)
O =
Cn
D
mp D
z
v
D
N �
r v
D
m z
Z O
M m
0
SHEET 1 OF 1
1605.01
v
om
H �
�• Z
70U00
DomCn
mz�=D
=-nzDm
=CnOO
U�m
O H
�DDD
cf)H
O
Z
1631.01
TOP AND BOTTOM STRAND -
SHALL BE 10 GAUGE MIN.
WIRE
NOTES
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 12 %2 GAUGE MIN.
FILTRATION GEOTEXTILE
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
USE FILTRATION GEOTEXTILE
A MINIMUM OF 36" IN WIDTH AND
FASTEN ADEQUATELY TO THE WIRE
AS DIRECTED.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
-
�
(III 11�1II� III=11111IIII
f
G� f
" fi , ITI
III ITI 30'
L-III-III_ F= 10'
III=IIL=II 4"
-III=111=11 111 ,-II
II-Ti=� 1T1
1=III= a' 11=III=
III -III_ I I I -I I I
III -I � I- 1=1T1-11
III -III_ -I
011
IIII=1I I_I
6 I II II111
STAPLE ` 11=III-III
CHECK
MATTING IN DITCHES
FILTRAT
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
ig" EXISTING
(MIN.) GROUND
BACKFILL-%
6"
(MIN.)
STAPLES ON
1' CENTERS
Q IN TRENCH
A
6" MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM OA
6
3'
Staple
X-L x
3'
N
x
MATTING ON SLOPES DIAGRAM
OB
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
24" MAX.
(18" MIN.)
Staple Check Patterr
4"
Staple 41
DIAGRAM Oc
z
oU)
H- }
3.
<<
LLJOH
00�=z
Cr
w<ZLL_
< U 0 H
H
H= zw
COHLLOJ
0 U) m
1 CL
LU
0
o W
LL V
z Z
H W
�LL.
o F-
-..1
0 �
Q N
o }
z C
� a
C
= O
v, CL
H
J NJ
0 �
z
Lu
SHEET 1 OF 1
1605.01
z
O cn
H<
<
Hc~CU
LLJCH
oocn=z
LU cc1­­U � O H
H
Cn l- LLJ
LL
0 o n <
C
Z H cr
1 CL
LU 0
0
NOT TO SCALE SHEET 1 OF 1
1631.01
D V S 0 N
STATE OF
v
om
H �
H Z
7oU00
m om--1Cn
Hz�=D
=�DDm
Z
= U O O
z�mm
O
�DDD
Cn " r
(n H
0
z
D
< m
mz
r�
C)
O =
Z (n
CA D
z
� o
C D
C•) _
� v
N
v
z>
m z
Z o
-1m
D m
Z
0
m
1607.01
v
vm
H �
<• z
7�000
mm0�l-1(n
D
=-nDym
z
2U00
zH�m�1
O
�DDD
C/3o
z
r
CLASS 'A' STONE
8 IN. MIN. DEPTH
4 X D
A --t--I
z
o�
<
r
<
H
NOTES
ILL.0
°C Z
0
-
o
1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
� _ ~
z w
2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
U)H
O J
BY ALL CONSTRUCTION VEHICLES.
o oc~n
ar
3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
z
j
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
r
a-
o
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
o
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
T
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
LU
BE DETERMINED BY THE ENGINEER.
7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
Z
Cr
BY THE ENGINEER.
o
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
LL
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
z Z
LU
H
Q Z
o O
N
0 �
o
DC
z
� CA
U) Z
= O
U) c�
H
J J
o
W
w >
Q
NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
1607.011
OUTLET W/DITCH
OUTLET
W/O DITCH
D
CLASS 'B' RIP RAP
CLASS I RIP RAP
CLASS 'B' RIP RAP
CLASS I RIP RAP
TONS
FILTER
FABYIc
S.Y.
TONS
FILTER
FOByIc
TONS
FILTER
FOBYIc
S.Y.
TONS
F I L---
FSBV=.
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30"
8
21
21
11
22
5
16
11
7
17
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
48"
-
49
26
50
-
-
28
17
38
54"
-
60
33
62
-
-
36
21
47
73
1 40
75
-
-
44
26
1 56
87
1 48
1 89
-
-
54
32
1 67
72"
-
102
1 57
1 104
1
64
38
78
NOTE:
C FOR CALCULATION PURPOSES _
CLASS 'B' RIP RAP = 100 LB
CLASS I RIP RAP = 105 LB
m Z
ao =
v, A�
z PLAN
v
> D SLOPE iL2:1 OR FLATTER
n v
� v
D
N � �
m O H O ���
���
CT FILTER
r SECTION A
m
-� PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
nF 1 T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
876.02
OF H GHWAYS
f J���RI H I�,OL I NA
SOIL STABILIZATION TIM FRAM S
B
I
4 X D
SECTION B-B
PIPE OUTLET WITHOUT DITCH
z
o�
H<
<
� U
LLJFL-
O O O 2
w<<LL
Q U O CD
H
H= zw
O ILL. o m =
Q
z H
EL� H
LLl
o
N
H
LU
J
H
m
o O
LL
v W
a
N
Q �
o a
0
°C a
o Q
z 1z
U)a
z U.
LLl
LU
C3
876.021
SITE
DESCRIPTION
STABILIZATION
TIME
TMEFRAME
EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND SLOPES
7
DAYS
NONE
HIGH QUALITY WATER
(HQW) ZONES
7
DAYS
NONE
SLOPES STEEPER
THAN 3:1
7
DAYS
IF SLOPES ARE 10'
OR LESS IN LENGTH AND ARE
NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
FLATTER
14
DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14
DAYS
NONE, EXCEPT FOR
PERIMETERS AND HQW ZONES.
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379. 1 91 9
F704.379.1920
www.adwarchitects.com
Mattern & Craig
ENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
EPSC DETAILS
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C502

35°01'41 "W
3.16'
WELL GRAVEL
ACCESS ROAD
SEE ARCHITECTURAL
FOR DUMPSTER(S)
ENCLOSURE DETAILS
NCDOT STD 2'-6"
CURB AND GUTTER
PER DTL 846.01
EX 1-1/2"
OT \
}
N13°03'32"E
E /8" REBAR 34.96'
rnl WITH CAP
0
c UTILITY POLE
� V, W/ GUY
co SN0 \
�a
�s sue.
z
PROPOSED
WELL
LOCATION
�L
000 GALLON
PUMP AND
HAUL TANK
t 275 LF OF
PROP
WATERLINE
e . • • o
• •• v o
,e
♦ o.
• .a •♦ • • 6"0 STEEL
-, - BOLLARD (TYP)
24' .. v •_ •� ..
10.20 ACRES± (444,291 SQ. FT±)
BEING THE PROPERTY DESCRIBED
IN DEED BOOK 4848 PAGE 1227
AND PLAT BOOK 128 PAGE 113
PIN # 9701-24-3454
a \ \
J
o_
ry
LLJ
DOWS \ \ OG
0
w N OF t\ /
� 669
0 205
CD
EX 5/8" REBAR
WITH CAP
0
z
N20°25'51 "E
>- \ / 116.97'
J
o
E
191
0
c�
r,
N
00
rM
Cn
w
w
Cn
C EX 5/8" REBAR
w \
w WITH CAP
C
I\\\-- N11 °01'41 "W
Cn 77.99'(TOTAL)
U
N I
J
N
co
POLE
TILITY POLE
I/ GUY
X PLAT BOOK 56 PAGE 84
\ 9701-25-3161
EX 1 /2" REBAR
ON LINE
030 00
W�
� I
\� WEST CAROLINA HOMES, INC.
DEED BOOK 4079 PAGE 1002 x
\LOT 5 F�NGE
PLAT BOOK 56 PAGE 84 w\R
9701-25-4052 NO \AOG
x
AIL SET IN BROKEN
FENCE POST FUTURE
EXPANSION
PROPOSED FIRE
DEPARTMENT
t17,425 SF
FFE= f 2175
,1 &,0OO .,GAS •• ♦ • -
RaINwATEk -
• • �- W jPA e ♦v
-STORAGE •(NIC •,
'. • GENERATOR
_ /vv • . v
• • • v • V v • • r__
±201 LF OF
SANITARY
SEWER
I A=DAI
±300 LF OF
3 PHASE
OVERHEAD
ELECTRIC
SEPTIC SYSTEM
IS CONCEPTUAL , AWAITING
BUNCOMBE COUNTY FOR
ADDITIONAL INFORMATION
/STEPHEN K. SLUDER
DEED BOOK 5048 PAGE 1572
/\ 9701-24-5147
.
I
HC STRIPED &
PARKING STALLS
9'X20' (TYP)
UG LPT
f115LFOF T
UNDERGROUND 24'
ELECTRIC I
2000 GAL
SEPTIC TANK
cr
010
RV� 0
(TYP) PARKING
STALLS
PROPOSED SEPTIC
SYSTEM AREA
+EX 1 /2"
REBAR
5
EARLEEN E. BROWN
EED BOOK 1488 PAGE 63
+GF 9701-24-6381
EX AXLE
7
CO-
GEORGE W. SHELTON
AND WIFE
PATRICIA LYNNE SHELTON
DEED BOOK 4295 PAGE 1094
PLAT BOOK 121 PAGE 40
TRACT 2
9701-24-7510
\ EXISTING
\ 5/8" REBAR
EX FENCE
POST
X
X
x1
1w
o �
00
0 6,
c9 cr)
x
x
BUNCOMBE C TY
DEED BOOK 2278 GE 156
TRACT
9701-24- 5
OO
wE<<
\ F
\ \ 40cg1
/0
N \ \
SEPTIC TANK
APPROXIMATED \/
LOCATION
EXISTING
E%WOMBE COUNTY
NNW COUNT_
COVERED WALKWAY
EXISTING PARKING
ASPHALT PARKING
BUNCOMBE COUNTY
DEED BOOK 2278 PAGE 156 / \
BUNCOMBE COUNTY TRACT 1
DEED BOOK 2278 PAGE 156 9701-34-0916 R15' \
TRACT 2
HATCH LEGEND
STANDARD DUN PAVEMENT
HEAVY DUN PAVEMENT
OHEAVY
DUN CONCRETE
CONCRETE SIDEWALK
GRAVEL
9701-24-7985
x R25
50 R.O.W. � ,A +24
c
EX 1�
REBAR \ �
\ \ J
BUNCOMBE COUNTY /
DEED BOOK 4556 PAGE 813 \
\ PLAT BOOK 81 PAGr14
TRACT 1
\ 9701-24-9828 /
f195 LF OF ( RUTH ELMIRA SLUDER J
RETAINING WALL \\ DEED BOOK 1368 PAGE 293
PLAT BOOK 81 PAGE 114
TRACT 2 / C
9701-34-0804 \
`"F<< NCOT
DEBRA E. HYATT
DEED BOOK 2863 PAGE 175 \ P�
9701-24-9704
EX 1 /2" REBAR
WITH CAP
UTILITY NOTES:
A\
1) THE LOCATION OF EXISTING UTILITIES, INCLUDING
UNDERGROUND UTILITIES, IS INDICATED ON THE DRAWINGS INSOFAR
CD / AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME OF
THE PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN
CHRISTOPHER SMITH AND THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A
MARGARET E. CRAWFORD GUARANTEE THAT SUCH UTILITIES ARE IN THE LOCATION INDICATED
PLAT BOOK 181 PAGE 32 OR THAT THEY ACTUALLY EXIST, OR THAT OTHER UTILITIES ARE
9701-24-7692 NOT WITHIN THE AREA OF OPERATIONS. CONTRACTOR SHALL FIELD
VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL
UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PAY
FOR ANY DAMAGE TO AND FOR ANY MAINTENANCE AND
PROTECTION OF EXISTING UTILITIES AND STRUCTURES. CONTRACTOR
SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS
OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR
\ SHALL NOTIFY THE CITY OR COUNTY AND NORTH CAROLINA 811
UNDERGROUND UTILITY NOTIFICATION CENTER (811 IN TN OR (800)
\ 351-1111) AT LEAST 72 HOURS PRIOR TO COMMENCING
CONSTRUCTION. www.NC81l.com
2) THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING
AND BRACING TO PROTECT EXISTING STRUCTURES AND UTILITIES.
3) SEWER LATERAL SHALL BE SCH 40 PVC, SDR 35 OR
DUCTILE IRON.
4) SANITARY SEWER LATERAL SHALL BE INSTALLED AT 1/4 :1,
SLOPE (MINIMUM) FROM POINT OF CONNECTION TO BUILDING TO
SEPTIC SYSTEM. CONTRACTOR TO CONFIRM INVERT OF EXISTING
MAIN OR LATERAL PRIOR TO INSTALLATION OF LATERAL.
5) WATER SERVICE PIPES SHALL BE SCH 40 PVC.
6) DOMESTIC WATER SERVICE BACKFLOW PREVENTION SHALL BE
INSTALLED WITHIN BUILDING. SEE PLUMBING PLANS FOR DETAIL.
7) CONTRACTOR TO COORDINATE WITH LOCAL UTILITIES FOR
WATER AND SEWER TAPS AND PAY ALL ASSOCIATED FEES.
8) A MINIMUM COVER OF THREE (3) FEET IS REQUIRED OVER
PROPOSED WATER AND SEWER LINES.
9) MAINTAIN MIN. 18" VERTICAL CLEARANCE BETWEEN CROSSING
SANITARY AND WATER UTILITIES, PROVIDE A MIN. 12" VERTICAL
CLEARANCE BETWEEN ALL OTHER UTILITY CROSSINGS.
10) CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY FOR
SETTING OF NEW POLES AND 3 PHASE POWER TO BE RAN TO THE
NEW BUILDING.
11) THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL
PLANS FOR EXACT LOCATION OF UTILITY SERVICE CONNECTIONS.
12) SEE SHEET C6.1 FOR UTILITY DETAILS.
13) BRING TELEPHONE SERVICE TO BUILDING WITH OVER HEAD
ELECTRICAL
14) LANDSCAPE CONTRACTOR TO PROVIDE CONTINUATION OF
IRRIGATION LINE.
�o
�P
P�F'
Q \
SEPTIC SYSTEM INSTALLATION NOTES:
1. THE SEPTIC CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE SEPTIC
SYSTEM CONSISTING OF A SEPTIC TANK, DISTRIBUTION BOX, AND SUBSURFACE
ABSORPTION FIELD IN ACCORDANCE WITH SHOP DRAWINGS SUBMITTED TO AND
APPROVED BY THE ENGINEER.
2. THE SYSTEM SHALL BE CONSTRUCTED IN INSITU MATERIAL AT THE APPROVED
DRAIN FIELD LOCATION SHOWN ON THE PLANS IN ACCORDANCE WITH
BUNCOMBE COUNTY 0400-48-01 REGULATIONS TO GOVERN SUBSURFACE
SEWAGE DISPOSAL SYSTEMS.
3. THE SEPTIC CONTRACTOR SHALL SECURE BUNCOMBE COUNTY APPROVAL BY
APPLICATION OR REAPPLICATION OF A BUNCOMBE COUNTY SEPTIC SYSTEM
CONSTRUCTION PERMIT AND COORDINATE ALL NECESSARY BUNCOMBE COUNTY
INSPECTIONS UP TO FINAL STATE APPROVAL OF THE SYSTEM AND COUNTY
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
4. ALL MATERIALS FURNISHED, ASSEMBLED, FABRICATED OR INSTALLED SHALL BE
NEW, CORROSION RESISTANT AND IN STRICT ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS. SEPTIC TANK SHALL BE FABRICATED TO THE
DIMENSIONS SHOWN ON THE PLANS. THE SEPTIC TANK SHALL INCLUDE INLET
AND OUTLET BAFFLES, SANITARY TEES, OR OTHER DEVICES TO PREVENT
PASSAGE OF FLOATING SOLIDS AND MINIMIZE DISTURBANCE OF SETTLED
SLUDGE AND FLOATING SCUM BY SEWAGE ENTERING AND LEAVING THE TANK.
BAFFLES SHALL BE CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO
CORROSION, DECAY OR CRACKING AND SHALL BE IN ACCORDANCE WITH THE
MANUFACTURERS SPEC.
5. THE SEPTIC TANK AND ROOF SHALL BE PRECAST CONCRETE AND WATERTIGHT.
ALL ACCESS MANHOLE RISER SECTIONS, FRAME AND COVERS SHALL BE SET
SO THE TOP OF THE COVER SHALL BE AT THE FINISHED GRADE, UNLESS
SPECIFIED OR INDICATED OTHERWISE.
6. THE SEPTIC TANK SHALL CONFORM TO ALL DESIGN, CONSTRUCTION AND
INSTALLATION CRITERIA SET FORTH IN NCDEQ RULE 15A NCAC 18A .1900. ALL
PIPE AND FITTING MATERIALS SHALL BE PVC AND HAVE A MINIMUM
EQUIVALENT STRENGTH OF SCHEDULE 40. ALL FITTINGS SHALL BE PRESSURE
FITTINGS. ALL CONNECTIONS SHALL BE ADEQUATELY CLEANED WITH CLEANING
SOLVENT AND GLUED WITH PVC SOLVENT CEMENT. THE GATE OR GLOBE
VALVE(S) AND CHECK VALVE SHALL BE EITHER BRONZE OR PVC.
SEPTIC SYSTEM SPECIFICATIONS PROVIDED:
DAILY FLOW = 1200 GPD
SEPTIC TANK SIZE= 2000 GAL
TOTAL CHAMBER FIELD LINE LENGTH=XXX LF
TOTAL PRIMARY DRAIN FIELD AREA=6864 SF
adwarchitects
environmentsfor life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
Mattern & Craig
ENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
UTILITY PLAN
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER

adwarchitects
environmentsfor life
architecture planning interiors
Ln
0
N
cr
N
0
0
Cn
J_
Q
W
0
J_
O
O
U
r�
N
00
ro
vi
Q
W
0
I
0
I
N
O
LO
I
0
N
00
r'M
W
W
2
W
W
2
C
N
E
i
O
4J
a�
i�
a�
a�
U
J
r`
N
00
STANDARD METAL VALVE 18"0 CONC.
COVER WITH "SEWER" COLLAR, 6"
STAMPED ON COVER THICK
FINISH GRADE
4
N < D A
z
Q
J
w z STONE FILL THREADED
z 4" THICK CLEAN —OUT
N PLUG
z �
w 4" 45' WYE OR
b 45' BEND AS 4" 45' BEND
I REQUIRED BY
j SITE PLAN
0
FLOW TO MH
NOTES:
1. CLEAN —OUT PIPE AND FITTINGS SHALL BE THE SAME DIAMETER AND
MATERIAL AS THE SERVICE LATERAL.
2. PROVIDE CLEAN —OUTS WHERE INDICATED ON THE PLANS.
3. D.I.P. CLEAN —OUTS SHALL HAVE BRONZE —THREADED CLEAN —OUT PLUG.
4. WHERE CLEAN —OUTS ARE INSTALLED ON PIPING UNDER PRESSURE, ALL
JOINTS SHALL HAVE RETAINER GLANDS OR OTHER APPROVED METHOD
OF RESTRAINT. ALL RISER PIPE, FITTINGS AND CLEAN —OUT PLUG
SHALL BE WATERTIGHT AND RATED FOR THE PRESSURES PRESENT AT
THE PARTICULAR POINT OF INSTALLATION.
SANITARY SEWER SERVICE
LATERAL CLEAN -OUT
NOT TO SCALE
NOTE: SDR 35 LATERAL PIPE
SHALL BE BEDDED TO
THE TOP OF THE PIPE
WITH VDOT #57 STONE
SCHED 40 SHALL NOT
BE BEDDED.
FINISHED GRADE
WYE—TEE
X/J'/ \''//A /.
BEDDING STONE
MINIMUM GRADE FOR SEWER SERVICE
CONNECTION SHALL BE 1 /4" PER FOOT
SERVICE LINE 4" MINIMUM
(SEE SPECIFICATION)
IN LINE WYE—TEE
PROTECTIVE CONCRETE
,RING AT FINISHED GRADE
PLUG
i
SEWER LATERAL CONNECTION
NOT TO SCALE
PLUG PRIOR
TO SERVICE
TIE IN
PROPERTY
LINE OR
EASEMENT
LINE
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY DIMENSION.
PO ­8
Q
0 N
oz
zQ
J
�CL
Qw
of
0
zz
0
cV
PIPE WIDTH
0
0
DIMENSION "B"
4" TYPICAL
6" IF ROCK IN BOTTOM OF
TRENCH SEE SPECIFICATIONS
DIMENSION "C"
1/4 OD
8" EXISTING GRADE
—i
FINAL
BACKFILL
SEE SPECS
FOR SPECIAL
REQUIREMENTS
UNDER PAVED
AREAS
PAVEMENT SUBGRADE
z
to
PO
EXISTING GRADE
REMAINING BACKFILL
(SEE SPECS)
A'j N // � (SEE ASP SPECS)
INITIAL BACKFILL (6" IMPROVED BEDDING
LIFTS) COMPACTED BY
HAND OR APPROVED (SEE SPECS)
MECHANICAL TAMPER
T IMPROVED BEDDING FOUNDATION SHALL
TRENCH STABILIZATION BE REQUIRED WHEN
MATERIAL SOIL CONDITIONS ARE
// // // // // UNSTABLE (ALL PIPE)
NOTES:
TRENCH STABILIZATION
MATERIAL WHEN REQUIRED THE MAXIMUM TRENCH WIDTH (OD+2A) SHALL BE MEASURED FROM
i THE PIPE INVERT TO ONE FOOT ABOVE THE TOP OF PIPE.
TRENCH INSTALLATION FOR PRESSURE PIPE (NOT BEDDED.
NOT TO SCALE
DIMENSION "A" SHALL BE 12" WHEN TRENCH IS 10 FEET OR LESS
DEEP FROM INVERT OF PIPE, AND 18" WHEN TRENCH IS GREATER
THAN 10 FEET DEEP.
DIMENSION "B" 4" TYPICAL OR 6" IF ROCK IN BOTTOM OF TRENCH
SEE SPECIFICATIONS.
PATCH EXISTING PAVEMENT WITH LIKE MATERIAL WITHIN ALLOWANCE.
TRENCH DETAILS FOR GRAVITY PIPES
NOT TO SCALE
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
Mattern & Craig
-900OLMENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
III%J1111111"
�•`��H CA RO�,s,,
FESS10N
L
\ �. 17
•,��q
fill p'; G�
UTILITY DETAILS
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C601

adwarchitects
environmentsfor life
architecture planning interiors
L = 80.00 L = 80.00 L = 30.00 L = 50.00 L = 80.00
K=5.93 OK=24.31 K=8.55 K=36.58 K=34.29 -00
ROADWAY PROFILE
ROADWAY ALIGNMENT
010 O
N O
+ O O ^ V �l-
O O O)
+ ^ Cd
� I\
1- f� O
w
CY) k C6 S71'35'28"W C� + 00
+
k S80'58,49"W
C8 C4
e •°
MINIMUM
CO
O + l`D
C1•4,
+43.00
EO • . ' • n
°
SL 24: =333 °••
°' 3S L6L`LLT
� ° I
CD 1N3K1NVd30
N 38IJ = .. • • , N
43SOdOdd
' N
,�
• °. •I r
Go
Q e. 1 Z 00
o
a�
Q
+33.34
s °
O
U
r-
N O
M G
N71'35'28"E • °
U
W
0
o
0
c�
r`
N
M
L/j
w
w
W --
0
NOL1b001
CL
113M
03SOdOdd
U
J
N
00
M
CD CD CN
cc EN
r-- r" C
Lo 11 <
00 CL CD 00 <
N
��
r`
O
I-
O
O
In
N
O
O
O
O)
O
O
O)
co
00
cc
�
O
I�
N
O
I�
�
�
(V
+
00
O�
O
r`
co
I-
O
r`
�
N
I-
N
(n
N
r`
r`
ao
II
N
(D
O
+
(O
N
+
I-
CV
+
r`
N
+
N
+
N
+
O
II
N
N
�
�
�
II
�
oo
ao
II
2200
oho 000
J
`�`'N
Q
II
>
�
II
N
�
�
II
Q
>
II
>
II
II
JQ
II
II
JQ
II
JQ
II
2200
In°
II
wQ
wQ
Ll
rnoo
N
�
U
W
�
>
I I
O
O
�
(n
�
�
(fl
�
II
>
>
N
W
��
>
IL
7
j
�
N
�
>
7
I\I\
�N
>
>
>
W
>
O
+N
00
�
Q
J
�
�N
o
o
�
II
2190
�o
c~nW
>;
III
II
oo�
II>
o�
2190
II
�=
=
J
QJ
O
O
N
QW
�
O
O
Curve Table: Alignments
Curve #
Radius
Length
Chord Direction
Start Point
End Point
C1
100.00
71.31
S63° 07' 07.03"W
(903007.37,714943.67)
(902945.10,714912.10)
C2
112.00
101.31
S57° 37' 58.87"W
(902908.12,714907.92)
(902825.43,714855.51)
C3
200.00
151.69
S53° 26' 45.63"W
(902824.44,714853.91)
(902705.49,714765.72)
C4
188.00
90.74
S62° 13' 52.51 "W
(902683.44,714759.86)
(902603.92,714717.99)
C5
188.04
0.02
S48° 25' 05.43"W
(902603.92,714717.99)
(902603.91,714717.98)
C6
288.00
116.49
S60° 00' 12.09"W
(902603.91,714717.98)
(902503.70,714660.13)
C7
288.00
47.20
S76° 17' 08.79"W
(902424.78,714633.86)
(902378.98,714622.69)
C8
312.00
43.24
S77° 00' 37.58"W
(902342.15,714616.84)
(902300.05,714607.13)
C9
72.00
111.28
N62° 41' 03.10"W
(902300.05,714607.13)
(902210.73,714653.26)
C10
62.00
97.39
N26° 35' 30.65"E
(902182.20,714738.97)
(902221.45,714817.38)
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379. 1 91 9
F704.379.1920
www.adwarchitects.com
Mattern &Craig
ENGINEERS• SURVEYORS
17052 Leicester
Volunteer Fire Station
Leicester
Volunteer Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
ROADWAY PROFILE
DATE: 07-08-2019
PROJECT No: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C700

NO
CD
N
N
0
I
I
w
0
J
J
Q
C�
Z_
Z_
Q
w
0
0
00
C)
N
00
a
3
w
0
o_
J
J
Q
F-
W
N
J
Q
w
0
w
0
0
00
I
0
0
r`
N
00
M
w
w
C0
Cn
w
w
E
0
a
0
a�
i�
a�
a�
U
J
N
00
\
2190
-
\
\
` \ \
\
o
o
0 �
CD +
- / O
Cl-
+
J
n 06
_ n Q0
10
\ �
X \ 00
k
Al
N
CP \
n c9
A \
C9 \
Q \ \ \ \
a- \
\
\
GENERAL NOTES — WALLS
WALL ALIGNMENT
1 "=10'
1 • REDI—ROCK (OR EQUAL) RETAINING WALL SHALL
BE DESIGNED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF NORTH CAROLINA.
2• BOTTOM OF WALL/FOUNDATION SHALL BE A
MINIMUM OF 18" BELOW FINISHED GRADE.
2190
2180
INSTALL 42"-45" HIGH
FENCE. POST SPACING LESS
'
OR EQUAL TO 8. INSTALLFENCE
PER MANUFACTURES SPECIFICATIONS.
CD
3-LINE
THAN
CD
CD
PROPOSED
®TOP OF
00
C\lCD
O
GROUND
WALL
00�,
LnO
N
+
Ln
�
CD
00 I\�
�
N�j +�
+ C\l
C\1 Q
Ln
C\1 CD
+I�
N
Q
U� L L]
00
+
�N
QQ
C
CD
\
J
LiJ
+
Q�
(/)W
CD
0
I\
N
J
\
C\1
2180
CDLn
N
Q
(�LLJ
2170
CD
O
Q
C/-�
J
PROPOSED GROUND
CD
N
I I
L -j
+�
O
Q
I/—/-�
f
L-j
7-I\
N
�I
W
IJI
+
O
Q
I/—/-�
'
------------------
LA
C\l
c\l
�I
IJI
W
CD
T---"
<
Cn
I\
ICI
W
Q�
Cn
C\l
w
Q
(~
Cn
W
ILL]
PROPOSED GROUND
EXISTING GROUND
2170
2160
EXISTING GROUND
OF WALL
2160
PROPOSED GROUND ® BOT10M
10+00
10+50
11 +00
WALL PROFILE
H.S.-1 "=10'
V.S.-1 "=30'
11 +50
12+00
12+50
adwarchitects
environmentsfor life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE,NORTH CAROLINA 28217
P704.379.1919
F704.379.1920
www.adwarchitects.com
Mattern & Craig
-400OLMENGINEERS• SURVEYORS
17052 Leicester Fire
Station
Leicester Fire
Station
1563 Alexander Rd.
Leicester, NC 28748
."`��H C A Rpz'',.
OFESSION' ,'q
SEAL
035097 =
FNGINE��•'•0 ,'
WALL PROFILE
DATE: 07-08-2019
PROJECT NO: 17052
REVISIONS
NO: DATE: DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW
ARCHITECTS, PA.
SHEET NUMBER
C800