SW6230102_Plansheet - C-00 Cover Sheet_20230504

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GENERAL NOTES
DEVELOPER/OWNER INFORMATION:
H&H INVESTMENTS, INC
19 BREEZEWOOD AVENUE, SUITE 100
FAYETTEVILLE, NC 28303
ATTN: D. RALPH HUFF, III
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1. SEAL <;
Ec -: .-.031.459-
THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS ON THE JOB SITE AT
ALL TIMES.2. CONST AWINGS
CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO NCDOT AND PWC STANDARDS AND SPECIFICATIONS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING ```` C,,,, ''',
UTILITIES PRIOR TO THE START OF CONSTRUCTION (NC ONE CALL CENTER 1-800-632-4949). COST TO REPAIR DAMAGED UTILITIES o`` N ARo
SHALL BE BORNE BY THE CONTRACTOR. ANY LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON VISIBLE
EVIDENCE AND DRAWINGS IF PROVIDED TO THE SURVEYOR. LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES MAY GENERAL SITE NOTESJANUARY 3 2023
' o
VARY FROM LOCATIONS SHOWN HEREON, AND ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY
SEA -
COMPANIES FOR INFORMATION REGARDING BURIED UTILITIES. 9
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT
MAY BE REQUIRED,
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 2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY
SERVICE. OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
-,THIS DRAWING.--IS--PRELIMINARY, AND
5. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THE BASE SURVEY DOES NOT REPORT ANY OF THE FOLLOWING: EASEMENTS, 3. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS LEGEND ABBREVIATIONS
OTHER THAN THOSE VISIBLE DURING FIELD EXAMINATION OR AS IN DOCUMENTATION PROVIDED BY THE CLIENT OR ATTORNEY, ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. EXISTING PROPOSED PERMIT REVIEW
SET
BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE REGULATIONS AND ANY FACTS THAT A TITLE SEARCH
MAY DISCLOSE. 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT' SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL CATCH BASIN ADA=AMERICAN WITH RECORDING PURPOSES
e CONCRETE MONUMENT DISABILITIES ACT OR IMPLEMENTATION.
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE _..............1L.-,
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER. 2 CONTOURS OT FOR CONSTRUCTION
6. ALL,DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. CONTROL CORNER CB = CATCH BASIN
. IF DEPARTURES FROM THE SPECIFICATION OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DRAINAGE SWALE
5
7. PROPOSED BUILDING SETBACKS AREAS SHOWN HEREON. IF NO SETBACKS ARE SPECIFIED,ANY STRUCTURES OR =
IMPROVEMENTS PLACED ON THIS SUBJECT PROPERTY MUST COMPLY WITH RESTRICTIVE COVENANTS, ZONING, DOCUMENTS OF DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR p DROP INLET CL CENTER LINEELECTRIC LINE
RECORD GOVERNING SUCH IMPROVEMENTS AND ANY BINDING AGREEMENT BETWEEN THE DEVELOPER AND THE REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN ' FIRE HYDRANT DI = DR
PERMISSION OF THE OWNER. OP INLET
BUILDER/OWNER. � ...,, _
GAS LINE
H GATE VALVE DIP= DUCTILE IRON PIPE Li8. IF WETLAND AREAS ARE SHOWN ON THIS SUBJECT PROPERTY, THOSE AREAS WERE STAKED AND DETERMINED TO BE SUCH BY OTHERS.
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE J IRON PIPE, REBAR OR N
OTHERS. THE SURVEYOR'S CERTIFICATION HEREON CERTIFIES TO THE LOCATION OF THOSE AREAS,AS STAKED BY OTHERS, MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED w
BREAK IN LINE
BUT LOCATED UNDER THIS SURVEYOR'S SUPERVISION AND PLATTED HEREON.
FROM THE PROJECT SITE ON A DAILY BASIS. xx OVERHEAD LIGHTING EIP = EXISTING IRON PIPE L
0 • SANITARY SEWER CLEAN OUT
7. GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER. SS.-... _„�_
SANITARY SEWER MAIN ER EXISTING REBAR z
9: SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED DURING THIS SURVEY. NO STATEMENT � �
S SANITARY SEWER MH
IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND CONTAINERS, WHICH MAY AFFECT THE USE OF THIS TRACT. 8. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIVE COVENANTS OF RECORD. X123.23 SPOT ELEVATIONS EX= EXISTING •° w
STORM DRAIN JUNCTION BOX a
10. IF THE BASE SURVEY IS LABELED"ZERO LOT LINE"THERE ARE, IN ADDITION TO OTHER EASEMENTS SHOWN, MAINTENANCE 9. TAX PINS: 0478124655000,0478139524000 -`-��- STORM DRAIN PIPE FEMA= FEDERAL EMERGENCY-
0-
EASEMENTS ON ALL INTERIOR LOT LINES, SAID EASEMENTS BEING 10 FEET IN WIDTH AND UNLESS OTHERWISE NOTED, 5 FEET {�%' UTILITY POLE
MANAGEMENT AGENCY
EACH SIDE OF SAID INTERIOR LOT LINE. 10. UNLESS NOTED OTHERWISE, THERE WERE NO U.S.G.S., N.C.G.S. OR OTHER GOVERNMENTALLY RECOGNIZED WATER BLOW OFF N
HORIZONTAL CONTROL MONUMENTATION FOUND WITHIN 2,000 FEET OF THIS SUBJECT PROPERTY. -`J�'- -w- WATER LINE
11. IF THE STREETS AND ROADS SHOWN ON THIS MAP ARE LABELED AS PRIVATE STREETS, THE FOLLOWING NOTICE APPLIES TO • WATER METER FES= FLARED END SECTION a
THOSE STREETS: NO PUBLIC AGENCY IS PRESENTLY RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE STREETS SHOWN ON N ►I WATER REDUCER
THIS PLAT. PRIVATE STREETS ARE FOR THE USE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND F WATER TEE' FFE= FINISHED FLOOR ELEVATION
ALL REPRESENTATIVES OF GOVERNMENTAL AGENCIES FOR INGRESS AND EGRESS,AND FOR THE CONSTRUCTION, INSPECTION X WATER VALVE o
AND MAINTENANCE OF PUBLIC STREETS, UTILITIES,AND DRAINAGE STRUCTURES. THE STREETS ARE THE SOLE RESPONSIBILITY
FH = FIRE HYDRANT Z
OF THE DEVELOPER AND/OR HOMEOWNERS ASSOCIATION.
INV= INVERT ELEVATION Owner:
1 .CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND GRADES IN FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES
PRIOR TO ANY CONSTRUCTION OR GRADING ACTIVITY. JB=JUNCTION BOX
SHEET LIST LF= LINEAR FEET HRH
,CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES C-OO COVER SHEET Investments
OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS,AND OTHER PERMANENT POINTS OF REFERENCE MH = MANHOLE Inc.
DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. C-01 EXISTING CONDITIONS
4 CONTRACTOR SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION AND
C-02 SITE PLAN - PHASE 1 OSHA= OCCUPATIONAL SAFETY& CONTACT.•
HEALTH ADMINISTRATION RALPHHUFF
SEDIMENTATION CONTROL AND SHALL AT ALL TIMES ADHERE TO THE EROSION AND SEDIMENTATION LAWS AS PRESCRIBED BY C-02a LANE WIDENING PLAN 2919BREEZEWOODAVE.
HE NC DEPARTMENT OF ENVIRONMENTAL QUALITY. C-03 DRAINAGE PLAN - PHASE 1
PROP= PROPOSED FAYETTEVILLE,NC28303
5 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CUMBERLAND COUNTY, EASTOVER,AND NCDOT C-O4 DELETED PVC= POLYVINYL CHLORIDE Project:
STANDARDS AND SPECIFICATIONS.
C-05 UTILITIES PLAN - PHASE 1 RCP= REINFORCED CONCRETE TRANQUIL
16 OCCUPATIONAL SAFETY& HEALTH ADMINISTRATION REGULATIONS(OSHA): CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES. C-06 PEELER CIRCLE STA 16+25 - 23+00 PIPE
17 AMERICAN WITH DISABILITIES ACT(ADA): CONTRACTOR SHALL ENSURE THAT ACCESSIBLE PARKING SPACES,ACCESS AISLES, C-07 PEELER CIRCLE STA 22+00 - 34+16 R/W= RIGHT-OF-WAY MEADOWS
MPS,AND ACCESSIBLE ROUTES TO ALL ACCESSIBLE BUILDINGS (AS DETERMINED BY THE OWNER) MEET THE CURRENT C-08 PENNY LANE STA 0+00 - 12+00 SR= SET REBAR PHASE I
MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE DESIGN. IF CONTRACTOR IS UNABLE TO MEET C-O9 BOURBON STREET STA 0+00 - 11+50
HE CURRENT MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE DESIGN, FOR ANY REASON, THE SS = SANITARY SEWER tax id 494550001013
ONTRACTOR SHALL NOTIFY LARRY KING AND ASSOCIATES, RLS, PA,AND THE OWNER/DEVELOPER, IN WRITING, PRIOR TO C-10 EASY STREET STA 0+00 - 10+75 #
COMMENCING ANY CONSTRUCTION ACTIVITIES. C-11 LUCKY LANE STA 0+00 - 6+13 STA= STATION township: Mcclanghlin
N
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C-12 SEWER PROFILE SHEET county: Hoke
C-13 EROSION CONTROL PLAN - PHASE 1 state: NC
1 C-14 UTILITY DETAILS SHEET #1
y
C-15 UTILITY DETAILS SHEET #2
C-16 SITE & DRAINAGE DETAILS SHEET #1
COVER
C-17 SITE & DRAINAGE DETAILS SHEET #2 SHEET
_ C-18 STORMWATER WET DETENTION BASIN #1 DETAILS
C-19 EROSION CONTROL DETAILS CONSTRUCTION
J
DOCUMENTS
n.
C-20 SEWER OUTFALL PLAN & PROFILE
C-21 DRAINAGE AREAS - PHASE 1 job no.: p21-01 30
C-22 ROADWAY IMPERVIOUS AREAS - PHASE 1 date: 01-03-23
drawn by: TA
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survey by: LKA
checked by: JN
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