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HomeMy WebLinkAboutCooper Creek Phase IIIB_pg3NOTES: 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 2. COMBINED SCALE FACTOR: 0.99987259 LOCALIZATION POINT N: 547,596.874 E: 2,009,873.301 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. 3. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS MAP. 4. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS SURVEY. 5. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, EASEMENTS, CEMETERIES, AND FLOOD AREAS. 6. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE ACCORDING TO MAP #3720050400J OF THE FLOOD INSURANCE RATE, DATED OCTOBER 3, 2006. 7. WATER LINES ARE SHOWN USING INFORMATION PROVIDED BY HARNETT COUNTY UTILITIES. 8. PROJECT SITE IS NOT WITHIN A WATER SUPPLY WATERSHED AREA. 9. THE SUBDIVISION IS LOCATED WITHIN A MILITARY CORRIDOR OVERLAY DISTRICT AND MAY BE NEGATIVELY IMPACTED BY OPERATIONS ON THE BASE FROM TIME TO TIME. 10. 5/8" REBAR ARE SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 11. TOTAL LOTS: 22 12. 2.02 LOTS PER ACRE. 13. LAND USE CLASSIFICATION = RURAL DEVELOPMENT NODE 14. HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR MAINTAINING SIDEWALKS AND ALL STREET TREES. 15. INDIVIDUAL HOME OWNERS ARE RESPONSIBLE FOR MAINTAINING ANY DRAINAGE EASEMENT THAT IS LOCATED ON THE LOT. 16. THE STREET LIGHTING WILL COMPLY WITH SECTION 5.10 OF THE SUBDIVISION ORDINANCE. 17. FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH SECTION 5.3.1 OF THE SUBDIVISION ORDINANCE. 18. SUBDIVISION INTERIOR ROAD FROM EP TO EP IS 26'. 19. A CERTIFIED FOUNDATION SURVEY OR SETBACK VERIFICATION SURVEY IS REQUIRED TO BE SUBMITTED AT THE COMPLETION OF FOUNDATION CONSTRUCTION FOR EACH LOT. 20. THE NEW LOTS OF THIS DEVELOPMENT ARE ALSO SUBJECT TO THE DECLARATION OF RESTRICTION FOR COOPERS CREEK PHASE I RECORDED IN DEED BOOK 2847 PAGES 175-188. 21. THE LINEAR FEET OF ROADS IS AS FOLLOWS: ROAD NAME TOTAL LENGTH OKAME COURT 106 FT DANDELION PLACE 110 FT BIRCH AVENUE 843 FT CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C1 39.48 25.00 N2332'57"W 35.50 C2 21.03 25.00 587'06'56"W 20.41 C3 39.88 50.00 58552'17"W 38.83 C4 35.76 50.00 N50'47'26"W 35.00 C5 45.29 50.00 N04'21'07"W 43.76 C6 61.98 50.00 N57'06'36"E 58.09 C7 58.28 50.00 553'59'23"E 55.03 C8 21.03 25.00 544'41'41"E 20.41 C9 36.71 25.00 N69'08'28"E 33.50 C10 67.69 385.00 N32'06'31"E 1 67.61 C11 80.14 385.00 N43'06'34"E 80.00 C12 148.14 385.00 N60'05'47"E 147.23 C13 92.42 385.00 N77'59'47"E 92.19 C14 30.77 25.00 N49'36'31"E 28.87 C15 61.55 50.00 N49'36'31"E 57.74 C16 45.77 50.00 S68'54'08"E 44.19 C17 46.11 50.00 S16'15'40"E 44.49 C18 65.20 50.00 S47'30'51 "W 60.68 C19 60.28 25.00 S1 5'48'05"W 46.70 C20 42.05 50.00 529'10'33"E 40.82 C21 44.24 50.00 52015'53"W 42.81 C22 47,69 50.00 S72'56'1 4"W 45.91 C23 48.97 50.00 N51'40'51"W 47.03 C24 58.13 50.00 N09'40'49"E 54.91 C25 60.59 25.00 N26'26'41"W 46.81 C26 130.14 335.00 572'59'43"W 129.33 C27 10.00 335.00 S61'00'39"W 10.00 C28 224.90 335.00 S40'55'24"W 220.70 C29 38.28 25.00 N22'10'14"W 34.65 C30 80.71 655.00 S20'45'00"W 80.66 C31 35.96 658.12 N20'18'04"E 35.96 PUBLIC PLAT DECLARATION ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC. THE MAINTENANCE OF ALL STREETS AND ROADS IN THIS SUBDIVISION SHALL BE THE RESPONSIBILITY OF AND IT SHALL BE THEIR RESPONSIBILITY TO BRING SUCH STREETS UP TO THE STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE ANY STREETS ON THIS PLAT ARE ADDED INTO THE NORTH CAROLINA STATE HIGHWAY SYSTEM. IF THE DISTRICT ENGINEER HAS NOT RECOMMENDED THAT THE N.C. DEPARTMENT OF TRANSPORTATION ACCEPT MAINTENANCE RESPONSIBILITY FOR THE REQUIRED PUBLIC ROAD IMPROVEMENTS BY THE TIME THAT THE COUNTY HAS ISSUED BUILDING. PERMITS FOR SEVENTY-FIVE PERCENT (75%) OF THE LOTS SHOWN ON THE RECORD PLAT, THE COUNTY SHALL NOT ISSUE ANY MORE BUILDING PERMITS UNTIL THE DISTRICT ENGINEER MAKES SUCH A RECOMMENDATION AND FORMALLY NOTIFIES THE SUBDIVISION ADMINISTRATOR. I, HEREBY CERTIFY THAT THE DEVELOPMENT DEPICTED HEREON HAS BEEN GRANTED FINAL APPROVAL BY THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD TO THE REGULATIONS SET FORTH BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE MARSHAL, PLANNING AND PUBLIC UTILITIES OF HARNETT COUNTY, NORTH CAROLINA, SUBJECT TO RECORDATION IN THE HARNETT COUNTY OFFICE OF REGISTER OF DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW. APPROVED DEVELOPMENT REVIEW CHAIRMAN HARNETT COUNTY, NORTH CAROLINA FILED FOR REGISTRATION ON THE __ DAY OF AT -- (AM/PM) AND DULY RECORDED IN MAP BOOK AT PAGE _- REGISTER OF DEEDS OF HARNETT COUNTY PHASE IIIA SECTION II AREA: (BY COORDINATE COMPUTATION) TOTAL AREA 474,303 SF (10.89 AC) R/W SUBTRACTED 66,673 SF (1.53 AC) OPEN SPACE 69.686 SF (1.60 AC) TOTAL BUILDABLE AREA 337,944 SF (7.76 AC) LOT AREAS: AVERAGE LOT SIZE = 15,361 SF MINIMUM LOT SIZE = 9,390 SF ZONING: RA -20M RA -20M 20' FRONT 10' SIDE 15' REAR I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS PERFORMED ON JULY 16, 2010 USING TWO TRIMBLE conn Drrnlnroc PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCE, OR SALES }nCCCCinkl el 1 Akin CI IDVCVnD I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULA'zC DAo^n c nr ikon PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCE, OR SALES }nCCCClnkl el I Akin CIID\TVnD 1 I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK PAGE OR OTHER REFERENCE SOURCE ___); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK , PAGE _ OR OTHER REFERENCE SOURCE THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY HAND A PRELIMINARY PLAT NOT FOR RECORDATION, CONVEYANCE, OR SALES }nrrCClnN el I AAIn CI ID\/rVnD - I-d.�.71 CERTIFICATE OF IMPROVEMENTS MAINTENANCE I HEREBY CERTIFY THAT I ASSUME ALL FINANCIAL AND LEGAL RESPONSIBILITIES FOR THE MAINTENANCE AND UPKEEP OF ALL STREETS AND OTHER REQUIRED IMPROVEMENTS IN THE COOPERS CREEK SUBDIVISION UNTIL SUCH TIME THAT THEY ARE ACCEPTED FOR MAINTENANCE BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR OTHER APPROPRIATE PUBLIC ENTITIES. DATE OWNER STORMWATER CERTIFICATION I CERTIFY THAT STORMWATER MANAGEMENT FACILITIES ARE CONSTRUCTED AND INSTALLED IN CONFORMANCE WITH THE ORDINANCES, RULES, REGULATIONS, DRAINAGE DESIGN STANDARDS OF HARNETT COUNTY, THE STATE OF NORTH CAROLINA, AND THE APPROVED STORMWATER PERMIT AND EROSION CONTROL PLAN. DATE LEGEND: EIP 00 EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR sRe0 SRB-SET 5/8" REBAR N/F - NOW OR FORMERLY R/W - RIGHT OF WAY RCP - REINFORCED CONCRETE PIPE CMP - CORRUGATED METAL PIPE CI - CURB INLET PROPERTY LINE - ADJACENT PROPERTY LINE TIE LINE -- RIGHT-OF-WAY -- - -- --- SETBACK LINE - EASEMENT ss SANITARY SEWER LINE STORM DRAINAGE »t WATER LINE - - - - STREAM X FENCE LINE M� TREE LINE sa, SIGN ® MAILBOX M TRANSFORMER EM ELECTRICAL METER 1} LIGHT POLE PP UTILITY POLE C GUY WIRE (E ELECTRICAL MANHOLE ❑TTELEPHONE PEDESTAL © CABLE PEDESTAL ® CATCH BASIN C4 WATER VALVE ❑11 WATER METER ® WATER SPIGOT �S SANITARY SEWER MANHOLE CO CLEANOUT ® TREE ASPHALT CONCRETE WETLANDS =SOIL ROAD DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDARDS CERTIFICATION THE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENT'S MINIMUM CONSTRUCTION STANDARDS. THE ROADS MUST BE CONSTRUCTED TO THESE STANDARDS, PAVED AND IN AN ACCEPTABLE STATE OF MAINTENANCE AT THE TIME THAT THEY ARE ACCEPTED ONTO THE STATE SYSTEM. ALL RESPONSIBILITY FOR THE ROADS REMAINS WITH THE OWNER OF THE PROPERTY, HIS HEIRS, OR ASSIGNS UNTIL SUCH TIME AS THE ROADS ARE ACCEPTED FOR MAINTENANCE BY THE BOARD OF TRANSPORTATION. APPROVED DATE DISTRICT ENGINEER ENGINEER CERTIFICATE OF OWNERSHIP AND DEDICATION I HEREBY CERTIFY THAT AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, NORTH CAROLINA AND THAT I HEREBY ADOPT THIS PLAN OF THE SUBDIVISION WITH MY FREE CONSENT AND ESTABLISH MINIMUM BUILDING SETBACK LINES AS NOTED. I FURTHER CERTIFY THAT I HAVE NOT BEEN INVOLVED AS AN OWNER, LEASER, OPTION HOLDER OR HAD ANY LEGAL OR EQUITABLE INTEREST IN ANY PROPERTY ADJACENT TO OR LOCATED DIRECTLY ACROSS A STREET, EASEMENT, ROAD RIGHT-OF-WAY FROM THE PROPERTY SHOWN AND DESCRIBED HEREON. DATE OWNER'S SIGNATURE COUNTY, NORTH CAROLINA I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY THAT PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT. WITNESS MY HAND AND OFFICIAL STAMP AND SEAL, THIS ___ DAY OF 2016. NOTARY PUBLIC MY COMMISSION EXPIRES STATE OF NORTH CAROLINA COUNTY OF HARNETT I, __ REVIEW OFFICER OF HARNETT COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATE IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. REVIEW OFFICER DATE: y0 NOT TO SCALE ROADWAY TYPICAL SECTION 4DSite solutions civil engineering land surveying 409 Chicago Drive, Suft W. Fayett Re. NC 28306 office 910-425-511) fmc 1910-425-51// license number I,D 23 wwwADYbsdufbru.cwn REVISIONS PROJECT NAME SUBDIVISION SURVEY OF COOPERS CREEK PHASE 1116 TAX ID# 0504-87-5022 RAY ROAD ANDERSON CREEK TOWNSHIP NEAR SPRING LAKE HARNETT COUNTY NORTH CAROLINA CLIENT WELLCO CONTRACTORS, INC. 511 Highway 210 North Spring Lake, North Carolina 28390 Phone: (910) 436-3131 Fax: (910)436-2242 PROJECT INFORMATION SURVEYED BY: BOBBY DRAWN BY: SEAN CHECKED BY: JIMMY PROJECT NUMBER: 524 DRAWING SCALE HORIZONTAL: 1"=40' DATE SURVEYED JULY 19, 2012 SHEET NUMBER 3