SW6230101_Plansheet 1 - Cover Sheet_20230414

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ACONSTRUC-TION DF<AWINGS
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FOR CONSTRUCTION
GENERAL NOTES wmllklL 12 2023
1. DEVELOPER INFORMATION:
KINGSBURY RIDGE, LLC.
2919 BREEZEWOOD AVE SUITE#100
FAYETTEVILLE,NC 28303 LU
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2. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS ON UTILITY NOTES
THE JOB SITE AT ALL TIMES. s chi cC)�
1-. OCCUPATIONAL SAFETY&HEALTH ADMINISTRATION REGULATIONS(OSHA):CONTRACTOR SHALL ENSURE ALL CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED U
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDEQ,HARNETT REGIONAL WATER,AND NCDOT STANDARDS ABBREVIATIONS ACCORDING TO THE LATEST OSHA GUIDELINES. CY
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AND SPECIFICATIONS. v c
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2. UTILITY LOCATIONS: ADA=AMERICAN WITH CIA
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL W
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION(NC ONE CALL CENTER 1-800-632-4949). COST TO DISABILITIES ACT
A. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CALL a
REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.ANY LOCATION OF UNDERGROUND CAROLINA ONE CALL(PHONE [phone])PRIOR TO EXCAVATION. LAW ALLOWS FOR TWO(2)FULL WORKING DAYS FOR THE TICKET TO CLEAR. PLAN 0 g
UTILITIES AS SHOWN ARE BASED ON VISIBLE EVIDENCE AND DRAWINGS IF PROVIDED TO THE SURVEYOR. ACCORDINGLY. CB = CATCH BASIN p `Cy
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LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON,AND
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ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR INFORMATION i z
B. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH THEM TO REMOVE CONFLICTS. CL CENTER LINE �
REGARDING BURIED UTILITIES.
C. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE WITH THE ENGINEER FOR CHANGES TO THE SEWER DI = DROP INLET
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICES LINE LOCATION AND,OR UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY,
ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY USERS 24 HOURS
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PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE. DIP= DUCTILE IRON PIPE =' ;o
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6. EXCEPT AS SPECIFICALLY STATED OR SHOWN,THE BASE SURVEY DOES NOT REPORT ANY OF THE FOLLOWING: 3. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL BE IN CONFORMANCE WITH HARNETT REGIONAL WATER STANDARDS&SPECIFICATIONS. EIP - EXISTING IRON PIPE
EASEMENTS,OTHER THAN THOSE VISIBLE DURING FIELD EXAMINATION OR AS IN DOCUMENTATION PROVIDED BY
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THE CLIENT OR ATTORNEY, BUILDING SETBACKS, RESTRICTIVE COVENANTS,ZONING OR LAND USE 4. NOT ALL FITTINGS AND VALVES ARE SHOWN ON THE PLANS.CONTRACTOR SHALL INSTALL ALL FITTINGS AND AND VALVES AS REQUIRED TO MEET HARNETT REGIONAL
REGULATIONS AND ANY FACTS THAT A TITLE SEARCH MAY DISCLOSE. WATER'S STANDARDS&SPECIFICATIONS. ER = EXISTING REBAR
7. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 5. 42"MINIMUM COVER SHALL BE PROVIDED OVER ALL WATER MAINS UNLESS SHOWN OTHERWISE. EX= EXISTING Owners:
8. PROPOSED BUILDING SETBACKS ARE AS SHOWN HEREON. IF NO SETBACKS ARE SPECIFIED,ANY STRUCTURES 6. THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER HARNETT REGIONAL WATER'S STANDARDS KINGSBURYRIDGF,
OR IMPROVEMENTS PLACED ON THIS SUBJECT PROPERTY MUST COMPLY WITH RESTRICTIVE COVENANTS, FEMA= FEDERAL EMERGENCY
LLC.
ZONING, DOCUMENTS OF RECORD GOVERNING SUCH IMPROVEMENTS AND ANY BINDING AGREEMENT BETWEEN 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING INSTALLATION OF NEW WORK. MANAGEMENT AGENCY
THE DEVELOPER AND THE BUILDER/OWNER.
8. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY.CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE.THIS DEVELOPMENT MAY REQUIRE FES= FLARED END SECTION
9. THERE ARE WETLANDS ON SITE&WITHIN THE DEVELOPMENT'S BOUNDARY. ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE WATER DEMANDS PRIOR TO A PRELIMINARY PLAT,CONSTRUCTION PLAN AND/OR FINAL
PLAT APPROVAL.
CONTACT.
10.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED DURING THIS FFE= FINISHED FLOOR ELEVATION
2919BREEZEWnEDAVE#100
SURVEY, NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND CONTAINERS,WHICH MAY
SHEET
AFFECT THE USE OF THIS TRACT. FH = FIRE HYDRANT GENERAL SITE NOTES LIST: PAYETTEVILLE,NC 2$303
11. IF THE STREETS AND ROADS SHOWN ON THIS MAP ARE LABELED AS PRIVATE STREETS,THE FOLLOWING INV- INVERT ELEVATION 1 . COVER SHEET
NOTICE APPLIES TO THOSE STREETS: NO PUBLIC AGENCY IS PRESENTLY RESPONSIBLE FOR MAINTENANCE OF 1..THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. Project:
THE PRIVATE STREETS SHOWN ON THIS PLAT. PRIVATE STREETS ARE FOR THE USE OF ALL OWNERS OF - 2 OVERALL SITE PLAN
PROPERTY WITHIN THIS SUBDIVISION,THEIR GUESTS AND ALL REPRESENTATIVES OF GOVERNMENTAL JB =JUNCTION BOX
AGENCIES FOR INGRESS AND EGRESS,AND FOR THE CONSTRUCTION,INSPECTION AND MAINTENANCE OF 2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. 2A. EXISTING CONDITIONS PLAN
PUBLIC STREETS, UTILITIES,AND DRAINAGE STRUCTURES. THE STREETS ARE THE SOLE RESPONSIBILITY OF THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM. LF - LINEAR FEET
THE DEVELOPER AND/OR HOMEOWNERS ASSOCIATION. 2B. DRAINAGE & IMPERVIOUS AREAS PLAN
12.CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND GRADES IN"FIELD"Ah}D NOTIFY ENGINEER OF ANY_ 3. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET MH- MANHOLE KINGSBURY
+
FORTH IN THESE PLANS. 2C. IMPERVIOUS AREAS DIMENSIONS PLAN
DISCREPANCIES PRIOR TO ANY CONSTRUCTION OR GRADING ACTIVITY.
4 CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. OSHA= OCCUPATIONAL SAFETY & 2D. OVERALL UTILITY PLAN RIDGE
.
13.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS,MONUMENTS,OTHER PERMANENT HEALTH ADMINISTRATION
POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS,MONUMENTS,AND OTHER DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER. 3. EROSION CONTROL, GRADING & DRAINAGE PLAN 1 SUBDIVISION
PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A PROP= PROPOSED
PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 5. IF DEPARTURES FROM THE SPECIFICATION OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND 4. EROSION CONTROL, GRADING & DRAINAGE PLAN 2 A ZERO LOT LINE
REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE SUBDIVISION
14.EROSIO AND SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY DURING CONSTRUCTION FOR WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PVC- POLYVINYL CHLORIDE 5. EROSION CONTROL, GRADING & DRAINAGE PLAN 3
EROSION AND SEDIMENTATION CONTROL AND SHALL AT ALL TIMES ADHERE TO THE EROSION AND
SEDIMENTATION LAWS AS PRESCRIBED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. 6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, RCP= REINFORCED CONCRETE 6. UTILITIES PLAN 1
15.00CUPATIONAL SAFETY&HEALTH ADMINISTRATION REGULATIONS(OSHA):CONTRACTOR SHALL ENSURE ALL HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. PIPE 7. UTILITIES PLAN 2
CONSTRUCTION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES. tax Id #; 0543-02-4544
7. GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER. R/W= RIGHT-OF-WAY 0533-72-9167
16.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. 8. UTILITIES PLAN 3 township: Carvers Creek
8. CONTRACTOR SHALL TAKE CARE DURING ANY COMPACTION ACTIVITIES TO ENSURE THAT UTILITIES ARE NOT DAMAGED BY THE COMPACTION SR=SET REBAR 9. RHUM COURT STA. 0+00 TO 13+00 PLAN PROFILE County: Cumberland
ACTIVITIES, ESPECIALLY THOSE UTILITIES WITH MINIMAL COVER.
SS = SANITARY SEWER 10. RHUM COURT STA. 13+00 TO 27+00 PLAN PROFILE state: NC
9. CONTRACTOR TO FINISH GRADE& PAVE THE MAIL KIOSK AREAS IN A MANNER THAT KEEPS THEM ADA ACCESSIBLE. STA= STATION 11 . RHUM COURT STA.27+00 TO 41+00 PLAN PROFILE
10. THE HOA WILL BE RESPONSIBLE FOR MAINTENANCE OF THE MAIL KIOSK,OPEN SPACES,ALL LANDSCAPE BUFFERING AND DRAINAGE EASEMENTS. 12. RHUM COURT STA. 41 +00 TO 54+38 PLAN PROFILE
SITE NOTES: 13. NEW KIRK COURT, BROOKS HILL COURT & WOLF PINE
1 . OWNER: KINGSBURY RIDGE, LLC BOUNDARY SURVEY, EXISTING CONDITIONS, SITE PLAN, PAVING & COURT PLAN PROFILES
2919 BREEZEWOOD AVENUE - SUITE # 100 GRADING PLANS PER W. LARRY KING, PLS (L-1339). COVER
FAYETTEVILLE, NC 28303 14. OUTLET SWALES LOTS 86/877 82/83 & 77 PLAN PROFILES SHEET
2. PIN: 0533-72-9167 & PIN 0543-02-4554 15. OUTLET SWALES LOTS 60/61 , 41/42 & 76 PLAN PROFILES
DB 11526,, PG 087616. OUTLET SWALES LOTS 42/43/45 & 66/67 PLAN PROFILES
3. SITE'S TOTALOTAL ACREAGAGE:144.04 ACRES PRELIMINARY
4. SITE IS A LOW DENSITY DEVELOPMENT W/ MAX BUA OF 8,000 S.F. PER LOT 17. LIGHTER KNOT COURT STA. 0+00 TO 1 +40 PLAN PLANS FOR REVIEW
5. ZONED: R15
PROFILE job no.: P21-017
6. PROPOSED 88 LARGE SINGLE FAMILY LOTS ®
18. EROSION CONTROL, GRADING & DRAINAGE DETAILS 1 date: 01/11/2023
7. PROPOSED STREETS - 20' STRIP PAVEMENT W/ SIDE DITCHES
8. ALL WATER UTILITIES TO BE BUILT TO HARNETT REGIONAL WATER 19. EROSION CONTROL, GRADING & DRAINAGE DETAILS 2 drawn by: LKA
STANDARDS & SPECIFICATIONS 20. WATER UTILITIES DETAILS 1 survey by: LKA
9. ALL RIP RAP OUTLET APRONS SHOWN ARE TO BE PERMANENT FEATURES
& MAINTAINED PER THE NCDEQ LOW DENSITY STORMWATER PERMIT'S Know what's below. 21 . WATER UTILITIES DETAILS 2 checked by: JN
OPERATfON & MAINTENANCE AGREEMENT. Call before you dig. 22. WATER UTILITIES - HRW NOTES 3 sheet no.:
23. RELOCATED WATER MAIN STA. 0+00 TO 9+00
24. RELOCATED WATER MAIN STA. 9+00 TO END