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HomeMy WebLinkAboutOverhills 8_signed PrelimSITE *I�t .' VICINITY MAP NOT TO SCALE LEGEND: FIR 0 EIP-EXISTING IRON PIPE EGM�j ECM -EXISTING CONCRETE MONUMENT ERB`., ERB-EXISTING REBAR N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE ADJACENT PROPERTY LINE — —TIE LINE - - — RIGHT-OF-WAY - — — - CREEK 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: 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 )1( PROPOSED STREET LIGHT PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT E PROPOSED WATER METER D4 WATER VALVE BENCHMARK 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. OWNER'S SIGNATURE COUNTY, NORTH CAROLINA CERTIFY THAT PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING INSTRUMENT. WITNESS MY HAND AND OFFICIAL STAMP AND SEAL, THIS DAY OF ____ _ - - 2011. NOTARY PUBLIC MY COMMISSION EXPIRES WETLANDS WETLANDS BM 4D PKNAIL /j1 wl WATER LINE N: 544,786.844 ss SANITARY SEWER LINE E: 2,013,821.914 r—>ERB NOTES. ELEV. 233.11 1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES - /NC (NSRS. 2007NAD 83 UNLESS OTHERWISE NOTED. ( ) \ / 2) COMBINED SCALE FACTOR: 0.99987260 PENDER ROAD - SR 2454 N 88 / LOCALIZATION POINT N: 544,786.844 E: 2,013,821.914 50• R/W (PUBLIC ACCESS) � ( N/F / CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY •� \ VIRTUAL REFERENCE SYSTEM. 1/2" 1 � JAIME R. FARROW & 3) NO NCGS MONUMENT WITHIN 2000' OF SITE. ERB G 'O AMANDA L EURY / N: 544,563,409 N/F B �A DB 2452, PG 652 <\ E: 2013,718.116 CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C1 45.35 255.00 S55'14'01"W 45.29 C2 70.22 255.00 S42'14'59"W 70.00 C3 77.50 255.00 S2539'14"W 77.20 C4 63.92 255.00 S09'45'58"W 63.75 C5 78.30 49.96 S42'16'06"E 70.53 C6 101.32 50.03 N34'48'21"E 84.87 C7 38.99 49.90 N45'36'18"W 38.01 C8 30.78 24.97 N32-40'45"W 28.87 C9 206.60 205.00 N31'27'24"E 197.97 NC CRID NAD 83 (NSRS 2007) N/F OVERHILLS CREEK HOMEOWNER'S ASSOCIATION, INC. DB 2562, PG 1 PS 2006, PG 1005 4) LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM SECRETARY OF HOUSING AND 0 LOT 375 NC GRID NAD 83 / INFORMATION REFERENCED ON THE FACE OF THIS MAP. URBAN DEVELOPMENT c- ��PB 2006, PG 1005 (NSRS 2007) 5) NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY DB 2785, PG 526 � ' �� �S THIS SURVEY. LOT 360 G� P d1A E 8" 11 2z 3S 081.1, S02'3858"W 175.61 TOTAL 6) THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE PB 2006, PG 1005 ��a �i �1 Sg SEARCH AND IS BASED ON REFERENCED INFORMATION 'A �. >9_ 'N SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY vC mar EXIST WHICH COULD AFFECT THIS PROPERTY. NO PY, A"S N/F 3- RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR _ / 'P. SOt j — 'NORTH SOUTH PROPERTIES, LLC `.-�,. _ ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT N/F OPEN SPACE- - $'15 DB 2180, PG 305 ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS TERRY WAYNE GOWER JR. & WIFE, I 9 020 SF,/ �S� 00 SEWER N BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, KRISTY GOWER 0 21 AC. (. ,��� `50 ~- FUTURE EASEMENT . EASEMENTS, CEMETERIES, AND FLOOD AREAS. \ DB 2533, PG 87 �' O --QUTFALL z - i r N C �� .OPEN SPACE 7) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE LOT 77 �. ACCORDING TO MAP # 3720050400J OF THE FLOOD PB 2005, PG 253 Y.._ INSURANCE RATE, DATED OCTOBER 3, 2006. \ L. 8) WATER LINES ARE SHOWN USING INFORMATION PROVIDED .��^ " ,a9'.=J67_81 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 (757) 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. 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 OVERHILLS CREEK SECTION 8 SUBDIVISION UNTIL SUCH TIME THAT THEY ARE ACCEPTED FOR MAINTENANCE BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR OTHER APPROPRIATE PUBLIC ENTITIES. DATE OWNER 1, HEREBY CERTIFY THAT THE DEVELOPMENT DEPICTED HEREON HAS BEEN GRANTED PRELIMINARY 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 THE D TE BELOW. APPROVED _ DATE3 D 4hEfNT REVIEW CHAIRMAN II N/F MARTIN S. SALAZAR DB 1585, PG 500 LOT 17 / BLOCK B PB 7, PG 130 ' 1" EIP (BENT) / 236.52 TOTAL 3 OE SO3'06'16"E � g ZOO 156Q66.47' 89.65' 80.40'- n o S.L O1 91- $, A.N, -- 7.66' 3. 1 �n `* n "' 37D z PIP( _vMi N / 372 n o 371 z cry 14,845 SF. rJ¢- 0 m 373 bo z 16,385 SF ( 0.34 AC y. ~ - j 5,708 SF 10.36 0.38 AC _ �a L.13,331 SF AC 0.31 AC N66'44'02"E Cs rn 80.00' 80.00' BY HARNETT COUNTY UTILITIES. \ N: 544,892.499 S02'35 07 W 374.88' TO AL 9) PROJECT SITE IS NOT WITHIN A WATER SUPPLY WATERSHED AREA OR THOROUGHFARE PLAN. NC GRID NAD 83 / . / 21 63� _ z (NSRS 2007) ¢ a� 29 -- --S02' '07"W 445.59' TOTAL - O`'� 10) 5/6" REBAR ARE SET AT ALL CORNERS UNLESS \ ,� �' �� / - - — - - - - - — IF OTHERWISE NOTED. 0 0,� C4 14.98' 80.00' 50. 00' 80.00, 80.00' 80.00' 30.61' r 11) ALL LAND USE ZONING AROUND THE SITE IS RA-20M. w w::� w w w �� a 72 TOTAL LOTS: 73 W Ia1 "� to "1 T+J Th n of < 31,654 SF o 0 r1 'On �n ^ In 0 13) 1.96 LOTS PER ACRE. / ,� M '"� 'n 0.73 AC 362 14) LAND USE CLASSIFICATION = COMPACT MIXED USE \ ` - O .0 CIS 364 365 366 367 368 369 15) THE DIAMETER OF ALL CUL-DE-SACS IS 100 FT MEASURED / / 19,268 SF 1, 41) 363 ^ ON l O `n N O N O N Co ^ O TO THE RIGHT OF WAY. X < - 14,502 SFN f11,562 SF 11,548 SF 11 544 SF 11,552 SF -11.570 SF 12,085 SF 0.44 AC 16) HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR MAINTAINING OPEN `� / 0.33 AC 10.27 AC L0.27 AC �0 27 A.0 4 10.27 AC I �0.27 ACJ ` 0.28 AC 1 Z SPACE, SIDEWALKS. w L J L -h L `o 17) INDIVIDUAL HOME OWNERS ARE RESPONSIBLE FOR MAINTAINING ANY z 112 3' 149.21' 117.46 80.00 80.00' 1 80.00', 39 7840 2280 00' 79 14' A09 Chkam D,Wa- u2 Fe..+,,LL, Nm CJ,din 28j 6 PhJ (910)426 111 ��AA m � 29sd S0LUTION,5, C Acwamumxs A ouxmmc ,} m� � mm_.ry �.lex,a.o,rz A REVISIONS N/F EDITH L. BRADY PROJECT NAME IDS 1477, PG 135 LOT 16 BLOCK B PS 7, PG 130 PIN NO: 0514-34-5445000 OVERHILLS. 1"' EIP INCHED) — N/F — ZONING: RA-20M W.S. WELLONS CORPORATION CREEK TRACT 1C 20' FRONT DB 7 PG 532 T 15 LOT 10' MINIMUM SIDE 15' REAR SECTION 8 BLOCK B PB 7, PG 130 N/F W.S. WELLONS CORPORATION REFERENCES: TRACT 1C DB 781, PG 532 DB 781, PG 532 IDS 1477, PG 135 -55.35' LOT 14 DB 1585, PG 500 BLOCK B DB 2147, PG 314 TAX ID# 0514-34-5445.000 PB 7, PG 130 DB 2452, PG 652 IREDELL STREET — DB 2533, PG 87 — — — DB 2562, PG 1 ANDERSON CREEK N/F DB 2567, PG 222 TOWNSHIP DB 2785, PG 526 SCOTT G. HEMPHILL PC#F, SLIDE 372E HARNETT COUNTY LOT 13 BLOCK B PC#F, SLIDE 395D NORTH CAROLINA PB 7, PG 130 PB 7, PG 130 PB 2005, PG 253 PS 2006, PG 1005 DRAINAGE EASEMENT THAT IS LOCATED ON THE LOT. "" 1 2• NO2-19'58"E 459.50' TOTAL ECM NO2'35'28"E 199.78' TOTALECM 1 18) THE STREET LIGHTING WILL COMPLY WITH SECTION 5.10 OF 1" EIP ERB E B OF o+Do N0245'56"E 199.36' TOTAL T EIP THE SUBDIVISION ORDINANCE AND IS SHOWN FOR ILLUSTRATION ONLY. (CAPPED ERB EIP 3/4" 3/4" EIP EIP 19) FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH & BENT) 3+99.27 1+9967 SECTION 5.3.1 OF THE SUBDIVISION ORDINANCE. 20) SUBDIVISION INTERIOR ROADS VARY IN WIDTH. 21) A FOUNDATION SURVEY SHALL BE SUBMITTED AT THE COMPLETION DEPARTMENT OF TRANSPORTATION OF FOUNDATION CONSTRUCTION FOR EACH LOT. DIVISION OF HIGHWAYS N/F 22) THE LINEAR FEET OF ROADS IS AS FOLLOWS: PROPOSED SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDARDS PHILIP R. WALLACE ROAD NAME TOTAL LENGTH CERTIFICATION DB 2567, PC , 222 IREDELL STREET 850.77 FT PC#F SLIDE 3728 THE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENTS MINIMUM CONSTRUCTION STANDARDS. THE ROADS MUST BE CONSTRUCTED TO THESE STANDARDS, PAVED AND IN AN ACCEPTABLE STATE OF SEEVER, CERTIFY THAT THIS SURVEY CREATES A MAINTENANCE AT THE TIME THAT THEY ARE ACCEPTED ONTO THE STATE I, SEAN R. S SUBDIVISION EE LAND WITHIN THE AREA COUNTY OR SYSTEM. ALL RESPONSIBILITY FOR THE ROADS REMAINS WITH THE OWNER MU LATES OF THE PROPERTY, HIS HEIRS, OR ASSIGNS UNTIL SUCH TIME AS THE ROADS ARE ACCEPTED FOR MAINTENANCE BY THE BOARD OF PA FE"�Dt MIN A RY PLAT TRANSPORTATION. NOT FOR RECORDATION, CONVEYANCE, OR SALES 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 2180 PAGE 305 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+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN I - t ��]F\T601-6- -1 SS-AND-SEA NOT��LS}il - I- NA l i P L 2011. �RRDDATI�NN�A�NVEYANCF�R SAI ES - PROFESSIONAL LAND SURVEYOR - L-4571 APPROVED _ DISTRICT ENGINEER DATE I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS SURVEY WAS ESTABLISHED FROM AN ACTUAL CPS SURVEY UNDER MY SUPERVISION. THIS CPS SURVEY WAS PERFORMED TO C-211 FGCC SPECIFICATIONS RTK CPS 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 PER Yki�1GfO?'W�YGIW�.AYo..liilAW 700 REC SRELIMINARY PLAT KIOT OR RFCORDATRF�� ()Rr)AjlON C. NVPVA CEnLN Cj ONVF K[VANr.F nP PROFESSIONAL LAND SURVEYOR - L-4571 N N/F LELAND T. SLLE LELAND T. SONNEVILLE TRACT FOUR FOUR I TRACT THREE DB 2147, PG 314 DB 2147, PG 314 PC#F SLIDE 395D PC#F SLIDE 395D I I. 4' SIDEWALK REQUIRED ON SOME STREETS. SEE PLANS FOR LOCATIONS OF SIDEWALKS. 2. WHERE SIDEWALK IS REQUIRED, THERE SHALL BE A 3.5' STRIP BETWEEN CURB AND SIDEWALK, SIDEWALK SHALL HAVE A MAXIMUM CROSS -SLOPE OF 2% FROM BACK EDGE OF SIDEWALK TO BACK OF CURB. 3. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT, FILL OR BOTH 4. NARROW PORTION OF THE STREET WILL BE USED FROM PENDER ROAD TO THE STREAM CROSSING. STREET WILL WIDEN BEYOND THE STREAM CROSSING. I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE 100 0 « I D AND SE PI i�LI M I N ARY-P"At EGORnATION fQflLFVANrF nR SAI FS1'.1 TITj nNAI r.QjltiEYK FVAK ErKl(( FE 0R<$t�$A1 FS PROFESSIONAL LAND SURVEYOR - L-4571 N/F SCOTT G. HEMPHILL LOT 12 BLOCK B PS 7, PC 130 — LOT AREAS: AVERAGE LOT SIZE - 15,043 SF MINIMUM LOT SIZE - 11,548 SF OPEN SPACE AREA PROVIDED, (BY COORDINATE COMPUTATION) 53,816 SF (1.24 AC) AREAS: (BY COORDINATE COMPUTATION) TOTAL AREA 289,210 SF (6.64 AC) R/W SUBTRACTED 39,834 SF (0.91 AC) TOTAL BUILDABLE AREA 249,376 SF (5.72 AC) 20% FOR OPEN SPACE 49,875 SF (1.14 AC) GRAPHIC SCALE 50 100 200 ( IN FEET ) 1 inch - 100 ft. 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: RON DRAWN BY: BEN CHECKED BY: SCOTT PROJECT NUMBER: 580 DRAWING SCALE HORIZONTAL: 1 "=100' ' DATE RELEASED 400 MAY 25, 2011 SHEET NUMBER OF 1