SW6220506_Plansheet C-00 - Cover Sheet_20220621

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GENERAL NOTES
DEVELOPER/OWNER INFORMATION:
3 WILLS AND HUFF, LLC
2919 BREEZEWOOD AVENUE, SUITE 100
FAYETTEVILLE, NC 28303
ATTN: D. RALPH HUFF, III
1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS
WELL AS ALL APPROVALS ON THE JOB SITE AT
ALL TIMES.
2. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO NCDOT A14D
PWC STANDARDS AND SPECIFICATIONS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORI
ONTALLY AND VERTICALLY ALL EXISTING
UTILITIES PRIOR TO THE START OF CONSTRUCTION (NC ONE CALL CENTER 1-800
632-4949). COST TO REPAIR DAMAGED UTILITIES
SHALL BE BORNE BY THE CONTRACTOR. ANY LOCATION OF UNDERGROUND UTI
(TIES AS SHOWN ARE BASED ON VISIBLE
EVIDENCE AND DRAWINGS IF PROVIDED TO THE SURVEYOR. LOCATION OF UND
:RGROUND UTILITIES AND STRUCTURES MAY
VARY FROM LOCATIONS SHOWN HEREON, AND ADDITIONAL BURIED UTILITIES M
Y EXIST. CONTACT THE APPROPRIATE UTILITY
COMPANIES FOR INFORMATION REGARDING BURIED UTILITIES.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED
UTILITY SERVICES ENCOUNTERED WITHIN 8
HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY USERS 24 HOURS
PRIOR TO POSSIBLE INTERRUPTIONS OF
SERVICE.
5. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THE BASE SURVEY DOES NOT REPORT
OTHER THAN THOSE VISIBLE DURING FIELD EXAMINATION OR AS IN DOCUMENTA
ANY OF THE FOLLOWING: EASEMENTS,
ION
BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE REGULATIONS
PROVIDED BY THE CLIENT OR ATTORNEY,
AND ANY FACTS THAT A TITLE SEARCH
MAY DISCLOSE.
6. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
NOTED.
7. PROPOSED BUILDING SETBACKS ARE AS SHOWN HEREON.. IF NO SETBACKS ARE
SPECIFIED, ANY STRUCTURES OR
IMPROVEMENTS PLACED ON THIS SUBJECT PROPERTY MUST COMPLY WITH RESTRICTIVE
COVENANTS, ZONING, DOCUMENTS OF
RECORD GOVERNING SUCH IMPROVEMENTS AND ANY BINDING AGREEMENT BETWEEN
THE DEVELOPER AND THE
BUILDER/OWNER.
8. IF WETLAND AREAS ARE SHOWN ON THIS SUBJECT PROPERTY, THOSE AREAS WERE
OTHERS. THE SURVEYOR'S CERTIFICATION HEREON CERTIFIES
STAKED AND DETERMINED TO BE SUCH BY
TO THE LOCATIO14
BUT LOCATED UNDER THIS SURVEYOR'S SUPERVISION AND PLATTED HEREON.
OF THOSE AREAS, AS STAKED BY OTHERS,
9. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CON
IDERED DURING THIS SURVEY. NO STATEMENT
IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND CONTAINERS, WHICH
MAY AFFECT THE USE OF THIS TRACT.
10. IF THE BASE SURVEY IS LABELED "ZERO LOT LINE" THERE ARE, IN ADDITION TO OTHER
EASEMENTS ON ALL INTERIOR LOT LINES, SAID EASEMENTS BEING 10 FEET IN WIDTH
EASEMENTS SHOWN, MAINTENANCE
AND UNLESS OTHERWISE NOTED, 5 FEET
EACH SIDE OF SAID INTERIOR LOT LINE.
11. IF THE STREETS AND ROADS SHOWN ON THIS MAP ARE LABELED AS PRIVATE STF
EETS, THE FOLLOWING NOTICE APPLIES TO
THOSE STREETS: NO PUBLIC AGENCY IS PRESENTLY RESPONSIBLE FOR MAINTENANCE
OF THE PRIVATE STREETS SHOWN ON
THIS PLAT. PRIVATE STREETS ARE FOR THE USE OF ALL OWNERS OF PROPERTY
(THIN THIS SUBDIVISION, THEIR GUESTS AND
ALL REPRESENTATIVES OF GOVERNMENTAL AGENCIES FOR INGRESS AND EGRESS,
AND FOR THE CONSTRUCTION, INSPECTION
AND MAINTENANCE OF PUBLIC STREETS, UTILITIES, AND DRAINAGE STRUCTURES
THE STREETS ARE THE SOLE RESPONSIBILITY
OF THE DEVELOPER AND/OR HOMEOWNERS ASSOCIATION.
12.CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND GRADES IN FIELD AND NOTIFY
ENGINEER OF ANY DISCREPANCIES
PRIOR TO ANY CONSTRUCTION OR GRADING ACTIVITY.
13.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS,
OTHER PERMANENT POINTS AND LINES
OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND
DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A PROFESSIONAL LAND
OTHER PERMANENT POINTS OF REFERENCE
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
14.CONTRACTOR SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY DURING
ONSTRUCTION FOR EROSION AND
SEDIMENTATION CONTROL AND SHALL AT ALL TIMES ADHERE TO THE EROSION AND
SEDIMENTATION LAWS AS PRESCRIBED BY
THE NC DEPARTMENT OF ENVIRONMENTAL QUALITY.
15.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CUMBERLA
D COUNTY, EASTOVER, AND NCDOT
STANDARDS AND SPECIFICATIONS.
16.000UPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR
SHALL ENSURE ALL CONSTRUCTION
ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES.
_-
17.AMERICAN WITH DISABILITIES ACT (ADA): CONTRACTOR SHALL ENSURE THAT ACC
SSIBLE PARKING SPACES, ACCESS AISLES,
RAMPS, AND ACCESSIBLE ROUTES TO ALL ACCESSIBLE BUILDINGS (AS DETERMINED
BY THE OWNER) MEET THE CURRENT
MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE DESIGN.
IF CONTRACTOR IS UNABLE TO MEET
THE CURRENT MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR
ACCESSIBLE DESIGN, FOR ANY REASON, THE
CONTRACTOR SHALL NOTIFY LARRY KING AND ASSOCIATES, RLS, PA, AND THE O
COMMENCING ANY CONSTRUCTION ACTIVITIES. �+
ER/DEVELOPER, IN WRITING, PRIOR TO
CAIt $6FOn6 you D36
3 WILLS AND HUFF, LLC
CONSTRUCTION DRAWINGS
GENERAL SITE NOTES
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT
MAY BE REQUIRED.
2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY
OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
3. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT' SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
5. IF DEPARTURES FROM THE SPECIFICATION OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED
FROM THE PROJECT SITE ON A DAILY BASIS.
7. GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER.
8. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIVE COVENANTS OF RECORD.
9. TAX PINS: 0478124655000, 0478139524000
10. 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.
SHEET LIST
C-00
COVER SHEET
C-01
EXISTING CONDITIONS
C-02
SITE PLAN
C-03
DRAINAGE PLAN SHEET #1
C-04
DRAINAGE PLAN SHEET #2
- C-04A
DRAINAGE PLAN OVERALL
C-05
UTILITY PLAN SHEET #1
C-06
UTILITY PLAN SHEET #2
C-07
ROADWAY PLAN & PROFILE SHEET #1
C-08
ROADWAY PLAN & PROFILE SHEET #2
C-09
ROADWAY PLAN & PROFILE SHEET #3
C-10
DITCHES 8-9 PROFILE & CROSS SECTIONS
C-11
EROSION CONTROL PLAN
C-12
EROSION CONTROL DETAILS SHEET #1
C-13
EROSION CONTROL DETAILS SHEET #2
C-13A
EROSION CONTROL DETAILS SHEET #3
C-14
UTILITY DETAILS SHEET #1
C-15
UTILITY DETAILS SHEET #2
C-16
DRAINAGE / IMPERVIOUS AREAS SHEET
MAY 10TH, 2022
LEGEND
EXISTING
PROPOSED
iii
CATCH BASIN
❑
CONCRETE MONUMENT
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2
CONTOURS
CONTROL CORNER
DRAINAGE SWALE
❑
DROP INLET
-^-
ELECTRIC LINE
FIRE HYDRANT
GAS LINE
X.
N
GATE VALVE
0
IRON PIPE, REBAR OR
BREAK IN LINE
OVERHEAD LIGHTING
•
SANITARY SEWER CLEAN (JUT
SS.-
SANITARY SEWER MAIN
SANITARY SEWER MH
X123.23
SPOT ELEVATIONS
to
STORM DRAIN JUNCTION BOX
-ST'-
STORM DRAIN PIPE
-'
UTILITY POLE
WATER BLOW OFF
-w-
WATER LINE
'
WATER METER
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WATER REDUCER
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WATER TEE
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WATER VALVE
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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
W
MANAGEMENT AGENCY
FES = FLARED END SECTION
}
FFE = FINISHED FLOOR ELEVATION
0
FH = FIRE HYDRANT
z
INV = INVERT ELEVATION
Owner:
JB = JUNCTION BOX
3 WILLS AN
LF = LINEAR FEET
HUFF. LLC
MH = MANHOLE
OSHA = OCCUPATIONAL SAFETY &
CONTACT.
HEALTH ADMINISTRATION
2919BREEZEWOODAVE
FAYE7TEVILLE, NC28303
PROP = PROPOSED
Project:
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE
WILLIFORD
PIPE
R/W = RIGHT-OF-WAY
COVE
SR = SET REBAR
A ZERO LOT LINE DEVELOPMENT
SS = SANITARY SEWER
tax id #: 0478139524000
0478124655000
township: Eastover
STA = STATION
county: Cumberland
state: NC
COVER
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P20-054
date: 05-10-2022
drawn by: TA
survey by: LK
checked by: LK
sheet no.:
C-00