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NCC242384_Site Plan or Location Map (2)_20240807
HIN SUBDIVISION NOTES PLAN REVISIONS CURVE TABLE CURVE TABLE I. REFER TO GENERAL NOTES ON SHEET C-100. # DATE REVISION BY 2. SETBACKS ARE SHOWN IN ACCORDANCE WITH HARNET COUNTY STANDARDS. 3. UTILITY EASEMENTS SHALL BE RECORDED AS PART OF THE SUBDIVISION PLAT AFTER CONSTRUCTION CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT IS COMPLETED. 4. COMMON OPEN SPACE SHALL BE MAINTAINED BY THE NEIGHBORHOOD HOMEOWNERS - CI 1025.00' 23.80' S88°03'52"E 23.80' 001°19'49" 11.90' C18 25.00' 21.03' N24°07'2T'E 20.41' 048°11'23" 11.18' ASSOCIATION. 5. ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED. - C2 1025.00' 113.03' S84°14'25"E 112.97' 006°19'05" 56.57' C19 25.00' 39.09' N44°45'38"W 35.23' 089°34'48" 24.82' 6. NCDOT SUBDIVISION ROAD STANDARDS(INCLUDING PAVEMENT SECTIONS)SHALL BE THE MINIMUM STANDARDS AND SHALL BE APPROVED BY NCDOT AT TIME OF CONSTRUCTION DRAWINGS PRIOR - C3 1025.00' 77.72' S78°54'32"E 77.70' 004°20'41" 38.88' C20 1025.00' 75.22' N87°26'54"W 75.20' 004°12'16" 37.63' TO PLACEMENT OF ANY BASE MATERIAL. 7. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COSTS ASSOCIATED WITH STREET - LIGHTING ALONG PROPOSED STREETS.THE DEVELOPER SHALL CONTACT DUKE PROGRESS ENERGY C9 555.00' 59.82' S24°22'17"E 59.79' 006°10'32" 29.94' C21 1025.00' 100.04' N82°33'00"W 100.00' 005°35'31" 50.06' AFTER PLAN APPROVAL AND PRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING _ PLAN FOR THE SUBDIVISION. C10 555.00' 117.35' S15°13'35"E 117.13' 012°06'51" 58.89' C22 1025.00' 53.98' N78°14'43"W 53.97' 003°01'03" 27.00' 8. REFER TO DETAIL ON THIS SHEET FOR TYPICAL ROAD CROSS SECTIONS. 9. ADA RAMPS SHALL BE CONSTRUCTED TO NCDOT,FEDERAL,AND LOCAL REQUIREMENTS. - C 11 555.00' 89.10' SO4°34'12"E 89.01' 009°11'55" 44.65' C23 975.00' 94.59' N79°30'58"W 94.56' 005°33'32" 47.33' 10. SUBDIVISION MAIL WILL BE HANDLED BY STANDARD SIZE CLUSTER BOX UNITS(CBUS)APPROVED BY THE USPS. - C12 25.00' 21.03' S24°03'56"E 20.41' 048°11'23" 11.18' C24 975.00' 109.49' N85°30'45"W 109.43' 006°26'03" 54.80' 11. ALLO DIMENSIONS ARE TO FACE OF CURB,EDGE OF PAVEMENT,OR EDGE OF BUILDING,UNLESS NOTED OTHERWISE. - 12. THE 50'PRIME VISTA BUFFER ON OAKRIDGE DUNCAN ROAD SHALL BE INSTALLED AND MAINTAINED C13 50.00' 56.02' S16°03'55"E 53.13' 064°11'26" 31.36' BY THE DEVELOPER UNTIL SUCH TIME THAT OWNERSHIP IS TRANSFERRED TO AN HOA OR INDIVIDUAL 1 LOT OWNERS,PER HARNETT COUNTY UDO STANDARDS. C14 50.00' 41.15' 539°36'30"W 40.00' 047°09'23" 21.82' C15 50.21' 42.86' S87°44'56"W 41.57' 048°54'34" 22.83' PAVEMENT MARKING &SIGNAGE NOTES 81111 e I. ALL PAVEMENT MARKINGS AND STREET SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL CI 6 50.00' 59.09' N33°49'47'W 55.71' 067°43'04" 33.55' ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCAL JURISDICTIONAL REQUIREMENTS. 2. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL COMPLY WITH NCDOT STANDARDS C17 50.00' 42.05' N24°0T2T'E 40.82' 048°11'23" 22.36' AND SPECIFICATIONS. 3. SIGNS MUST USE PRISMATIC SHEETING AND MEET THE MINIMUM RETROREFLECTIVITY LEVELS SHOWN IN THE LATEST EDITION OF THE MUTCD.SIGNS PROVIDED FOR PEDESTRIAN CROSSINGS SHALL USE KNOW WHAT'S BELOW THE STRONG YELLOW-GREEN COLORING. ALWAYS CALL 811 4. ALL SPECIALTY TRAFFIC CONTROL AND STREET NAME SIGNS AND POSTS MUST COMPLY WITH LOCAL O JURISDICTIONAL STANDARDS AND SPECIFICATIONS.STREET NAME SIGNS SHALL ADHERE TO THE BEFORE YOU DIG MUTCD OR LOCAL JURISDICTIONAL REQUIREMENTS RELATED TO COLOR,LETTER CASE,AND LETTER It's fast.It's free.It's the law. BE77S PROPERTIES LEG&RICHARD 0.BETIS HEIGHT. '- PIN 0645-08-2260 It . O.B.3046 PG.762 PROJECT: PC/C SL197-A 9/PF Ce I CLARABELLA z I BETTS PROPERNN 0645-28 gj,C7p1R0 O.BEFTS 0 O.B.2322 PG 948 SUBDIVISION Q � I PRELIMINARY O �50'PRIME VIEW BUFFER(TVP.) 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ASPHALT CL CARRY BASE COURSE 6" V 0.5' BEYOND SURFACE COURSE i 8%SLOPE 2%SLOPE 2%SLOPE y %SLOPE 040 68 ° o _ w ""„,,,,,,""101308.01 95%STANDARD PROCTOR -GEOTECHNICAL ENGINEER SHOULD BE COMPACTED CONSULTED TO DETERMINE DEPTH OF ABC : NEEDED TO MEET NCDOT REQUIREMENTS SI TEE' oROADWAY TYPICAL SECTION (WITH DITCH) Ik �Q (20'B-B,50'R/W) 120 60 0 120 240 % SUBDIVISION PLAN R GRAPHIC SCALE NORTH C-200 J