SW3210301_Plansheet Phase 3 G0.1 - Notes_20211118

EROSION CONTROL LEGEND
DESCRIPTION
PLAN SYMBOL
SILT FENCE
CLEARING LIMITS
CL
LIMITS OF DISTURBANCE
LOD
SUBSURFACE DRAIN
SSD
TREE PROTECTION
o/❑\oo
TEMPORARY SEEDING
T$
PERMANENT SEEDING
P$
SODDING
SO
RIPRAP
OUTLET PROTECTION - RIP RAP
SEDIMENT TRAP
ROCK CHECK DAM
' ' OR
STABILIZED CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION - TYPE A
FILTER FABRIC
STORM DRAIN INLET PROTECTION - TYPE E
SURFACE COURSE CURB INLET FILTER
C
G
SEWER LEGEND
DESCRIPTION
EXISTING
PROPOSED
GRAVITY PIPE
SINGLE SERVICE LATERAL
DOUBLE SERVICE LATERAL
MANHOLE
O
•
CLEANOUT
a
•
FORCEMAIN
- - 10"FM - - - - 10"FM
- - - - - 1011FM - - - - - 1011FM -
VALVE AND BOX
e
FLUSH HYDRANT
REDUCER
❑
■
BACKFLOW PREVENTOR
CROSS
TEE
900 BEND - HORIZONTAL
450 BEND - HORIZONTAL
/
22-Y20 BEND - HORIZONTAL
IIY4° BEND - HORIZONTAL
I
BEND - VERTICAL
PLUG \ CAP
WATER LEGEND
DESCRIPTION
EXISTING
PROPOSED
WATER MAIN
10"W
1011W
SINGLE SERVICE LATERAL
- - - - - - - - - -
DOUBLE SERVICE LATERAL
>- - - - - -
VALVE AND BOX
e
FIRE HYDRANT W/VALVE & BOX
POST HYDRANTi
I
REDUCER
❑
■
BACKFLOW PREVENTOR
CROSS
TEE
900 BEND - HORIZONTAL
450 BEND - HORIZONTAL
/
22-Y20 BEND - HORIZONTAL
II Y4° BEND - HORIZONTAL
BEND - VERTICAL
CAP
ABBREVIATIONS
DBL
DOUBLE
FM
FORCE MAIN (SANITARY SEWER)
PC
POINT OF CURVE
TC
TOP OF CURB
BOT
BOTTOM
FP
FINISH PAD
PH
POST HYDRANT
TH
THROAT ELEVATION
CB
CATCH BASIN
FIR
FRAME
PT
POINT OF TANGENT
TG
TOP OF GUTTER
CI
CURB INLET
GI
GRATE INLET
PVC
POLYVINYL CHLORIDE
TP
TOP OF PAVEMENT
CO
CLEAN OUT
GV
GATE VALVE
RCP
REINFORCED CONCRETE PIPE
TW
TOP OF WALK
CPP
CORRUGATED PLASTIC PIPE
HDPE
HIGH DENSITY POLYETHYLENE
RC
ROLL CURB INLET
TYP
TYPICAL
DBL
DOUBLE
HI
HOODED INLET
RCP
REINFORCED CONCRETE PIPE
VI
VALLEY INLET
DI
DITCH INLET
INV
INVERT ELEVATION
RI
ROOF INLET
W
WATER
DIP
DUCTILE IRON PIPE
JB
JUNCTION BOX
RJP
RESTRAINED JOINT PIPE
W/
WITH
EL
ELEVATION
LF
LINEAR FEET
R/W
RIGHT-OF-WAY
WV
WATER VALVE
ES
END SECTION
MAX
MAXIMUM
SD
STORM DRAINAGE
YI
YARD INLET
FES
FLARED END SECTION
MIN
MINIMUM
SDMH
STORM DRAINAGE MANHOLE
YI
YARD INLET
FG
FINISH GRADE
MH
MANHOLE
SF
SQUARE FEET
FH
FIRE HYDRANT
OC
ON CENTER
SS
SANITARY SEWER
GENERAL NOTES
I CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER FACILITIES TO UNION COUNTY PUBLIC
WORKS
2 SHOULD PIPE, FITTINGS, AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT SHOWN ON THE DRAWINGS
BECAUSE PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN, THEN THE CONTRACTOR
IS RESPONSIBLE FOR OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE EQUIPMENT AND LABOR
TO INSTALL THEM TO MEET THE DESIGN INTENT OF THE WATERMAIN AT NO ADDITIONAL COST TO THE
OWNER
3 THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED
TESTS AND INSPECTIONS
OTHER
UTILITIES
LEGEND
DESCRIPTION
EXISTING
NATURAL GAS
UGG
U G G
TELEPHONE
O H T
O H T
UNDERGROUND TELEPHONE
U T L
U T L
ELECTRICITY
O H P
O H P
UNDERGROUND ELECTRICITY
UGP
UGP
23 ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS OTHERWISE
NOTED ON THE PLAN SHEETS AND/OR PROFILES
24 ALL SEWER VALVES SHALL COMPLY WITH UCPW STANDARDS AND SPECIFICATIONS
25 ALL WATER VALVES SHALL COMPLY WITH UCPW STANDARDS AND SPECIFICATIONS
26 STORMWATER SYSTEM CONSTRUCTION AND ALL BRICKWORK MUST MEET NCDOT SPECIFICATIONS
27 THE DESIGN OF THE PAVEMENT AND EARTHWORK MATERIALS, PROCEDURES AND METHODS SPECIFIED ARE
BASED ON THE CRITERIA AND RECOMMENDATIONS ESTABLISHED IN THE GEOTECHNICAL INVESTIGATION
REPORT PREPARED BY SUMMIT ENGINEERING, DATED MAY 17, 2019
4
THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO
BEGINNING ANY REMOVAL OPERATION
5
ALL WATERMAINS SHALL BE POLYVINYL CHLORIDE (PVC C900) UNLESS OTHERWISE INDICATED
6
ALL GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE (PVC SDR26) UNLESS OTHERWISE INDICATED
7
SURVEYING AND BOUNDARY INFORMATION BY METROLINA LAND SURVEYING, INC
8
ALL ELEVATIONS SHOWN ARE BASED ON NAVD88
9
HORIZONTAL DATUM BASED ON NC NAD83 STATE PLAN COORDINATES
10
LIDAR-TOPOGRAPHIC SURVEY BY GREENMAN-PEDERSON, INC
COUNTY:
II
POTTER ROAD RIGHT-OF-WAY SURVEY PROVIDED BY THOMAS a HUTTON
12
CONTRACTOR IS TO VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM
TOWN
FOR CONSTRUCTION
13
THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION THE
ZONING
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES OTHER
THAN THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION , THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE
DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR
ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING
UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION
14
IF WORK IS SUSPENDED OR DELAYED FOR 14 DAYS, THE CONTRACTOR SHALL TEMPORARILY STABILIZE THE
DISTURBED AREA AT NO ADDITIONAL COST TO THE OWNER
15
THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING CONSTRUCTION
16
THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION STRUCTURES SHOWN ON THE
PLANS BOTH MUST BE APPROVED BY UNION COUNTY PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES
17
CONTRACTOR WILL BE REQUIRED TO ADJUST MANHOLE FRAMES TO MATCH FINAL GRADE AT NO ADDITIONAL
COST
18
ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE
DISTURBANCE OF THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS
ARE STABILIZED SILT BARRIERS WILL BE INSTALLED AS NECESSARY TO PREVENT EXCESSIVE
SEDIMENTATION OF DOWNSTREAM AREAS DEVICES SHALL BE IN ACCORDANCE WITH THE NCDEQ EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
19
ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON
"UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND "NORTH CAROLINA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BOTH CURRENT EDITIONS
20
ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES
21
EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY
22
NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT
GENERAL INFORMATION
UNION KH WESLEY CHAPEL, LLC
MONROE 8913 SILVER SPRINS COURT
CHARLOTTTE, NC 28203
R-4 (CZ) 980-201-5505
C7n1r1n1C7C'o.
THOMAS & HUTTON
1020 ECULIDE AVENUE
CHARLOTTE, NC 28203
980-201-5505
PREPARED FOR:
KH WESLEY CHAPEL, LLC
8913 SILVER SPRINGS COURT
CHARLOTTE, NC 28215
SURVEYOR: METROLINA SURVEYORS
4400 N STUART ANDREW BLVD
CHARLOTTE, NC 28217
704-334-1325
UTILITY: UNION COUNTY PUBLIC WORKS
500 N.MAIN STREET, SUITE 400
MONROE. NC 28112
704-296-4210
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JOB NO: J-2784
DATE: 4/5/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: NTS
GO.1