SW6210502_Plansheet - Cover Sheet_20210803

LEGEND
EXISTING PROPOSED
DENOTES REBAR OR BREAK IN LINE O
CONCRETE MONUMENT ❑
WATER METER
GATE VALVE
X
WATER LINE
—EX. W
FIRE HYDRANT
CATCH BASIN
DROP INLET
❑
NOTE — ALL PROPERTY CORNERS
UNLESS OTHERWISE NOTED.
SITE NOTES
1. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIVE COVENANTS
OF RECORD.
TAX PINS:
2. UNLESS NOTED OTHERWISE, THERE WERE NO U.S.G.S., N.C.G.S. OR OTHER
GOVERNMENTALLY RECOGNIZED HORIZONTAL CONTROL MONUMENTATION FOUND WITHIN
2,000 FEET OF THIS SUBJECT PROPERTY.
3. THE CONTROL FOR THIS SURVEY WAS ESTABLISHED FROM AN ACTUAL GLOBAL POSITIONING
SYSTEM (GPS) SURVEY AND A PORTION OF THE OVERALL SURVEY WAS PERFORMED USING
GPS. THE NC GRID COORDINATES SHOWN WERE DERIVED BY REAL TIME KINEMATICS GPS
OBSERVATIONS USING A TRIMBLE 5800 RECEIVER AND COORDINATES WERE OBT
AINED
THROUGH GRID TO GROUND ADJUSTMENTS USING THE COMBINED SCALE FACTOR OF
0.9999991. THE ACCURACY ACCORDING TO THE GEOSPATIAL POSITIONING ACCURACY
I
STANDARDS (GPAS), PART 2 STANDARDS FOR GEODETIC NETWORKS FOR HORIZONTAL S AT
THE 2-CENTIMETER ACCURACY CLASSIFICATION (95% CONFIDENCE) AND THE VERTICAL IS
AT THE 5-CENTIMERTER ACCURACY CLASSIFICATION (95% CONFIDENCE)
UTILITY NOTES
1. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE
ALL CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA
GUIDELINES.
2. UTILITY LOCATIONS:
A. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CALL INC ONE CALL (PHONE 811) 48 HOURS
PRIOR TO EXCAVATION.
B. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH
THEM TO REMOVE CONFLICTS.
C. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND
COORDINATE WITH THE ENGINEER FOR CHANGES TO THE SEWER LINE LOCATION AND, OR
UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY.
D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE.
3. ALL MATERIALS AND APPURTENANCES FURNISHED, WORK PERFORMED, AND TESTING REQUIREMENTS
ASSOCIATED WITH THE PROPOSED WATER DISTRIBUTION SYSTEM EXTENSION SHALL COMPLY WITH THE
MOST RECENT VERSION OF THE EASTOVER SANITARY DISTRICT DESIGN AND CONSTRUCTION
STANDARDS.
4. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, SHALL HAVE GRIFFIN PIPE "SEWPER" COAT OR
PROTECTO 401 LINING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING
INSTALLATION OF NEW WORK.\
ABBREVIATIONS
ADA = AMERICAN WITH DISABILITIES ACT
CB = CATCH BASIN
CL = CENTER LINE
DI = DROP INLET
DIP = DUCTILE IRON PIPE
EIP = EXISTING IRON PIPE
ER = EXISTING REBAR
EX = EXISTING
FEMA = FEDERAL EMERGENCY MANAGEMENT
AGENCY
FES = FLARED END SECTION
FIFE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
GB = GRADE BREAK
HP = HIGH POINT
INV = INVERT ELEVATION
JB = JUNCTION BOX
LF = LINEAR FEET
LP = LOW POINT
MH = MANHOLE
OSHA = OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION
PROP=PROPOSED
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE PIPE
RIW = RIGHT-OF-WAY
SR = SET REBAR
SS = SANITARY SEWER
STA = STATION
TBR = TO BE REMOVED
INDEX
COVER SHEET
C00
SITE PLAN
C01
EXISTING CONDITIONS
CO2
WATER LAYOUT
CO3
DRAINAGE PLAN
C04
DRAINAGE AREAS MAP
C04a
EROSION CONTROL AND
SEDIMENT CONTROL PLAN
C05
PROFILE SHEET —HARDY
LANE
C06
DETAIL SHEET —WATER
C07
DETAIL SHEET —DRAINAGE —GENERAL CONSTRUCTION
C08
DETAIL SHEET —EROSION
CONTROL
C09
DETAIL SHEET —EROSION
CONTROL
C10
DETAIL SHEET —EROSION
CONTROL
C11
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Owner:
BSNJ LAND
LL C
CONTACT:
409 CHICAGO DRIVE
FAYETTEVILLE, NC 28306
910-779-0019
Project:
DAMES FARM
SUBDIVISION
PHASE 2
tax id #: 494830101001
494830101002
township: MCLAUCHLiN
county: HOKE
state: NC
COVER
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P17-035
date: 04/22/2021
drawn by: LKA/JAN
survey by: LKA
checked by: JAN
sheet no.:
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