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HomeMy WebLinkAboutSW6220907_Site Overall Layout_20221006GENERAL NOTES: N 0 z 0 J mQ w N 00 0� N W M C) N J N 0C) LL. Q �o wo w a 0 N d CORNERLOT STANDARD LOT RESIDENTIAL RA-30 TYPICAL BUILDING SETBACKS C2 0 SCALE: NTS 50' PUBLIC RIGHT OF WAY 20' PAVEMENT 1 12' 6' ISWALE SHOULDER 10'LANE TIE TO EXISTING 2% COMPACTED SUBGRADE 6' 12' 10' LANE SHOULDER , SWALE RD. 2.5" S9.5B 2% 00000� �� a a Qa QUO 8 CABC BASE RESIDENTIAL COLLECTOR 2 TYPICAL STREET SECTION �-o SCALE: NTS 1'%FT 4h: 24" 3•> 12' 6' i OVAiA1 E: cuni a =o 100' PROPOSED ROW 7A' GnD_GnD 6' 12' cuni a nEo OVAiA1 E: i SLOPES 2.5" S9.5B VARIES 'TIE TO EXISTING UuIVIrmu I Eu U vrAuv SUBGRADE BASE CUL-DE-SAC 3 TYPICAL STREET SECTION �-o SCALE: NTS T -i 3'1 24" � 3� �i LINWOOD M. COUNCIL DIANNE A. COUNCIL PROPERTY D.B.3579, PG.671 BOUNDARY ZONING: RA-30 1 USE: AGRICULTURAL MAG AIL F �0 58.76' 105.00' 105.00' 105.00' 105.00' 105.00' 105.00' 105.00' 234.13' 88.86' - T_ -1 F_ -1 F - - - - - - - - I F - - - - - - - - I F - - - - - - - - I F - - - - - - - - I F - - - - - - - - I F - - - - - - - - F - - - - - - - - - - - - - - - - 7 - - - - - - 30' ST EET ARD 1o'x70'sDT / LOT I LOT I LOT I LOT I LOT I LOT I LOT I LOT II LOT DAVIS BRYANT EXISTING EOP i / �, �, �, �, �, - - wooDALL JR & LAN P ' / L0 L0 L0 ® L0 L0 © L0 L0I ® I / �' / / I N 1 KAY WOODALL CAPPS h / 26,983 SQFT. INI 26,715 SQFT. INI 26,715 SQFT. INI 26,714 SQFT. INI 26,714 SQFT. INI 26,714 SQFT. INI 26,713 SQFT. INI 26,686 SQFT. I 34,772 SQFT. D. B.3269, PG.0007 / 0.62 AC. I 0.61 AC. I 0.61 AC. I 0.61 AC. I 0.61 AC. I 0.61 AC. I 0.61 AC. I 0.61 AC. I 0.80 AC. ZONING: RA-20M _ - _ // I 2 USE: RESIDENTIAL / I LOT :.I' � �� ./ I INV: 211.59 x° ` ���, I I < \ 1 p I j 2 ° \ INv:211.08 � SIGN � I I I I I I I J � 48,897 SQFT. \ 1.12AC I 2 €c\EASEMENT\��� I L_------� I L_------� I L_------� I L_------J I L_------J I L_------J I L------- I ' \ I I I I STREET I I CBU MAILBOX INV: 212.08 EDGE OF - - - � \ � _ PAVEMENT LIGHTING KIOSK ' � INV:212.00 ,, /� _ -- .33�---tU�U- _ - --�16 06`--- _-q -- _---�fl5-60' -- 16506`-- ---q -_---8"3_ _ �6. ° J-----253_8O, G0 13+00 14+00 15+00 L2 16+00 17+00 18+00 19+00 20+00 - - - - - - - - - - - �,`V Jv ' STREET Y D C �O� 20+18 O / - -- - -- --- --- --- --- --- --- --- --- --- - - LOT 3-29' -42.-3' � 070� 1-5.9A' �-05 90- - - - - - - 1(&00 �&5�9' 4-05-00- 63 4 2 \ / O �"? I 20' PUBLIC \ I I I I I I I s� _ \ \ / 46,521 SQFT. UTILITY r- - - - 1 F I I I I I I 1.07AC. 300A 00 I EASEMENT I I I I I I I I\ \\ 30' DUKE POW I �I , I I I I I I I I , I \ 20' PRIVATE EA NT NV: 213.80 �I DRAINAGE EASEMENT I I I I I I I I I I I I I I I I I I I I I I I � \ \ I LOTLO LOT i LOT i LOT i LOT i LOT i LOT i LOT i LOT I \ \\ I col \ INV: 214.07 / �� I I 19 lc:)N28,687SQFT. � I 18 17 16 15 14 13I� ICN 0.66 AC. 26,199 SQNNNNNi k It 26,040 SQFT. 26,041 SQFT. 26,041 SQFT. 26,043 SQFT. 26,041 SQFT. 26,040 SQFT. 25,600 SQFT. .. icININlc:) I 0.60 AC. 0.60 0.60 AC. 0.60 AC. 0.60 AC. 0.60 AC. 0.59 AC. LOT 22 TO BE LIJ I LOT \\ CREATED VIA RECOMBINATION �'� J LOT I I I I I I I I I 4606AC. PLAT \ \\ \ 50 1. I I I I I I I I I I I I I I I I I I I I I I 06 Ac \\ ♦`\ I 41,616 SQFT I I I I I I I I I \ \ C I I I I I I I I I I I \\ / 0.96AC. I I ti L I L - I -I I -I I -I I L J I L--------I I L--------I I L-------- I L------------------------- \ / BLOCK I I _ _ L 55.67 ti P HOUSE I I _ _ 49.35' j - 1 - - - I- - - I \ _ 105.00' _ _ _ _ 105.00'_ _ _ 105.00 _ I_ _ _105.00 105.00 _ 105.00_ _ 105.00 105.00 _ _ � _ _ _ _ _ _ _ _ 338.23 \ \ / HELT R I I I 20' PUBLIC UTILITY EASEMENT 30' STREETSC EPA BUFFER 55' TO (L \ I M _ _ FH FOM PP o - - W0 4 .�� � I I FOM PP _ _ _ / FOM w � � I nuF PP FOM nHF PP OHE_ HE G OHF G -VV Gv G. G - GX G, - - G, x x APPROXIMATE LOCATION OF WATER LINE APPROXIMATE -&-_ i iON OF GAS LINEA o uo x X X 25' ROW DEDICATIONMG 11AI'L W ' W, W, W, -W.- MAG NAIL pNE SS , SS , SS , Ss , - 749.89 LF @ 0.22%S - -SSA -SS, ss . - °; �S PP MH - �� - - - - - - - - - - - - MH - �S, TOP-217.29 / N.C. GRID MONUMENT "JOSEY" TOP-219.39 �NC 55 E INV-204.17pNE N.C. GRID COORDINATES, NAD I INV-205.83 (60' PUBLIC R/W) 83 ELEV - 218.91' EDWARD S. TURLINGTON N - 588,002.21 BHR PROPERTIES pNE EDWARD S. TURLINGTON M.B.2002, PG.855 E - 2,100,393.42 M.B.2002, PG.855 M.B.2002, PG.855 I D.B.1641, PG.0467 D.B.1641, PG.0479 CF - 0.99986934 I D.B.3117, PG.0690 � ZONING: RA-30/COMM ZONING: RA-30/COMM ZONING: RA-30/COMM USE: RESIDENTIAL USE: AGRICULTURAL USE: RESIDENTIAL 721.83 L��@ 0.19% EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL PP OHE W. W, HE FOLLOWING NOTES ARE APPLICABLE TO SITE SHEETS C2.0 THRU C2.2 ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS. ALL DIMENSIONS ARE IN FEET AND TO EOP UNLESS OTHERWISE NOTED. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. 0. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 2. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS SHOWN ON PLANS. ENTRY SIGNS WILL REQUIRE A SEPARATE SIGN PERMIT. 3. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED. 4. COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS' ASSOCIATION. 5. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE HARNETT COUNTY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 6. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. EASEMENTS BASED OF CENTER OF UTILITY OR PIPE SHALL BE PER AS -BUILT LOCATIONS. 7. AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILY RESIDENTIAL LOTS ARE TO REMAIN AS ONE PARCEL TO BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION OF THE NEIGHBORHOOD. 8. CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 9. THIS DEVELOPMENT IS WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 0. BUILDINGS WITHIN 10% OF THE REQUIRED SETBACK ARE REQUIRED TO PROVIDE FOUNDATION SURVEYS. 1. ALL SIGNAGE, MAILBOX KIOSK, DRAINAGE EASEMENTS, AND LANDSCAPING SHALL BE MAINTAINED BY THE HOA. 2. HIGHWAY 55 IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN. EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL MH TOP-217.73 I NV-207.19 W/V W/V z z W/V z LEGEND: E STREET LIGHT i SIGN CBu I CLUSTER MAILBOX UNIT ROADWAY CENTER LINE - - LOT LINE RIGHT OF WAY LINE SETBACK LINE - - - - - - - UTILITY/STORM EASEMENT x FENCE f�2 SCALE: 1 IN = 60 FT 60' 30' 0 60' 120' SCALE IN FEET HORIZONTAL REVISIONS PROFESSIONAL'S SEAL CONSULTANT CLIENT 1 01 / 14 / 2022 NCDEQ COMMENT REVISION CONS TRUC TION DRA WINGS 2 01 /26/2022 HRW COMMENT REVISION 3 02/01/2022 NCDOT COMMENT REVISION �<C/.�ROfff Long Land Development, LLC 4 02 / 25 / 2022 HRW COMMENT REVISION Z E N G �� 5 03/09/2022 HRW COMMENT REVISION �'0 "0rF_ S/p'•.'�� ��� FF� 7 (919)552-0849 205S.FuquayAvenue 9404 Northfield Ct. 6 1 03 / 25 / 2022 NCDEQ PWSS COMMENT REVISION Q~ N P (919) 552-2043 Fuquay-Varina, NC 27526 MA LANDING 7 03 / 30 / 2022 RELEASED FOR CONSTRUCTION = �; •Q SEAL ��' .F urr EST. p 10 Raleigh, NC 27603 SON SUBDIVISION 8 07 / 08 / 2022 HARNETT PLANNING COMMENT REVISION - �� 919-810-6151 (m) STATUS 04 84 RELEASED ' ENGINEERING Ty CAROB Contact: Hal Long FOR CONSTRUCTION ] " `� NC LIC. NO. P-0799 hallong@att.net OVERALL SITE LAYOUT DATE: SEPTEMBER 27,20 HORZ. SCALE:1" = 60' 'r�� �, I(1%� �` otir�C�� C2.0 FILE NO. 2021-026 ORIG. SHEET SIZE: 24 x 36