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South Creek map pg 1VICINITY MAP NOT TO SCALE LEGEND: N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY UNE - ADJACENT PROPERTY UNE -- RIGHT -OF -WAY -.-.-.--SETBACK LINE w WATER LINE -OVERHEAD UTILITY -PERMANENT EASEMENT SUITABLE SOILS TREE UNE YPROPOSED FIRE HYDRANT CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C1 39.36 25.00 N44'1O'17"E 35.42 C2 39.27 25.00 S45.43'35"E 35.36 C3 28.96 375.00 NO2'56'21"W 28.96 C4 100.30 375.00 N12'48'50"W 100.00 C5 42.91 375.00 N23'45'16"W 42.89 C6 75.13 375.00 N32 -46'18"W 75.00 C7 75.13 375.00 N44`15 -00-W 75.00 DB 3395, PG 431 375.00 N55.43'42"W 75.00 PB 2003, PG 139 75.13 375.00 N67 -12-24"W 75.00 FC875.13 100.30 375.00 N8036'29"W 100.00 24.06 25.00 560'41'43"E 23.15 60.16 62.50 N60.41'43"W 57.86 C13 49.09 62.50 569'13'47"W 47.84 C14 49.09 62.50 S24'13'47"W 47.84 C15 49.09 62.50 520'46'13"E 47.84 Ci6 49.09 62.50 56546'13-E 47.84 C17 60.16 62.50 N64'09'17"E 57.86 C18 24.06 j 25.00 S64 -09-17-W 23.15 C19 148.80 325.00 S75-09'1 6-E 147.50 C20 162.39 325.00 S47 -43'26-E 160.71 C21 161.66 325.00 S19'09'35"E 160.00 C22 23.73 325.00 S02'49'05"E 23.72 C23 39.27 25.00 N44'16'25"E 35.36 C24 39.27 25.00 N4543'35"W 35.36 C25 39.27 25.00 N4416'25"E 35.36 C26 39.27 25.00 N4543'35"w 35.36 C27 39.27 25.00 S4416'25 -W 1 35.36 C28 39.18 25.00 N45'49'43"W 1 35.29 VARIES _I� 6' (SWALE) (SHOULDER) MI 11.. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS ONLY. GRADING PUN SHOWS WHETHER SECTION IS IN CUT, FILL OR BOTH. AREAS: (BY COORDINATE COMPUTATION) TOTAL AREA 1.372.924 SF (31.52 ACI TOTAL BUILDABLE AREA 1,235,632 SF (28.37 AC) 10% FOR OPEN SPACE 137,292 SF (3.15 AC) OPEN SPACE AREA PROVIDED 1279 (BY COORDINATE COMPUTATION) TOTAL OPEN SPACE 138,353 SF (3.18 AC) LOT COUNT: TOTAL 4.5 LOT AREAS: AVERAGE LOT SIZE - 24,108 SF MINIMUM LOT SIZE - 20,000 SF ZONING: RA -30 RA -30 35' FRONT 20' REAR 10' SIDE 20' CORNER SIDE REFERENCES: DB 1140, PG 383 DB 1394, PG 979 DB 1452, PG 44 DB 2775, PG 280 DB 3145, PG 376 DB 3395, PG 431 PB 2000, PG 654 PB 2003, PG 139 224 20' SUBGRADE7 ROADWAY TYPICAL SECTION NOTES: 1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 2) THIS PROPERTY DOES NOT UE WITHIN A FLOOD ZONE ACCORDING TO MAP # 3720066000J OF THE FLOOD INSURANCE RATE, DATED OCTOBER 3, 2006. 3) WATER LINES ARE SHOWN USING INFORMATION PROVIDED BY HARNETT COUNTY UTILITIES. 4) PROJECT SITE IS WITHIN A WS -IV WATER SUPPLY WATERSHED AREA. 5) TOTAL LOTS: 45 TOTAL OPEN SPACE: 138,353 SF (3.15 AC) 6) 1.59 LOTS PER ACRE. 7) LAND USE CLASSIFICATION - RURAL DEVELOPMENT NODE 8) THE DIAMETER OF ALL CUL-DE-SACS IS 125 FT MEASURED TO THE RIGHT OF WAY. 9) INDIVIDUAL HOME OWNERS ARE RESPONSIBLE FOR MAINTAINING ANY DRAINAGE EASEMENT THAT IS LOCATED ON THE LOT. 10) THE STREET LIGHTING WILL COMPLY WITH SECTION 7.3 OF THE HARNETT COUNTY UDO. 11) FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH SECTION 6.4 OF THE HARNETT COUNTY LIDO. 12) SUBDIVISION INTERIOR ROADS ARE 20' IN WIDTH. 13) A CERTIFIED FOUNDATION SURVEY OR SETBACK VERIFICATION SURVEY IS REQUIRED TO BE SUBMITTED AT THE COMPLETION OF FOUNDATION CONSTRUCTION. 14) THE LINEAR FEET OF ROADS IS AS FOLLOWS: ROAD NAME TOTAL LENGTH BAYVIEW ROAD 730.92 FT INDIGO STREET 225.00 FT HEATH DRIVE 225.00 FT FISHER ROAD 1.761.07 FT TOTAL 2,941.99 FT NEEDED TO MEET NGDOI KLOUIKLMLNIS NC CR, 6' I \ � N/F \ \ JOHN MANFREHARDEE & (SHOULDER) BEVERLY H. POLLOCK, CO -TRUSTEES OF THE HILDA B. \ \ HARDEE IRREVOCABLE TRUST DB 3395, PG 431 \ \\ I-- N P 8% THISIs FO FILL 1 \ //; %` iz✓/.� i / FlLL SECTION I - USE 3:1 CUT SLOPES IN CUT SECTIONS i NI I JOHN MANFREDED HARDEE & BEVERLY H. POLLOCK, \ 22 _�CO-TRUSTEES OF THE HB.� JY -22HARD 0 - EE IRREVOCABLE TRUST DB 3395, PG 431 \ / 222 J L 2 30 \ \ titi .L J / yo \`. N/F --J ANTONIO & MARIANA HOFFMAAN DB 2775, PG 280 / 24 19 PB 2003, PG 139 1 1 / 18 ( 1 1 1 I z34 / / 26 1 I Wi 1 117 236 27 1 X 48 I 16 I W 01 N NN L� J I LL HARDEE(� N F \3 N/F \ JOHN H DPOLLOCK, & I \ 1 COY L. BROADWELL & WIFE, �'• SCO -TRUSTEES OF THE H RU B. CAROLYN B. BROADWELL 28 I o I 15 HARDEE IRREVOCABLE TRUST \ DB 1394, PG 979 DB 3395, PG 431 ) aw N 29 - -7 233 _. 234 �2�/ 0 7 1 DJ I > I 31 / 2 230 37 I 36 I 34 I I 33 I I= at I I 39 19 ??sem 12 224 1 �� -- ----- --=- FISHER ROAD \� ��2\\ F1 a 50' R/W (PUBUC & UTILITY ACCESS)co I d 10 T 0 41 ; DO 0. / w, L L L J L N/F \ / BENNIE C. POLLOCK & WIFE, BEVERLY HARDEE POLLOCK DB 1452, PG 44 \ i PB 2000, PG 654 1/ INDIGO STREET 50' R/W (PUBLIC & UTILITY ACCESS) \\ �- ---- I OPEN SPACE 36,753 1F 3.14 AC�- 42 N/F "� ��- /� �� N/F OO THOMAS H. BAKER & WIFE, _ \ RICHARD V. MCALISTER m 22a I`�s I LUCY B. BAKER I Y/ DB 3145, PG 376 m I- CB I DB 1140, PG 383 45 i 44 % _ 43 i 1 O II L r 232 _ - / -220 GRAPHIC SCALE 60' R/W - PUBLIC STREET I I \ n -213 --------------- / - I I 100 0 50 100 200 aoo / ( IN FEET ) / - I 1 inch = 100 ft ■ : ■ a 0 4Dsite solutions civil engineering I lend surveying 409 Chlogo Dbe. SuBe 112,1740 ARe, NC 28306 8ce 1910-426.6777 fm 1910.4265777 license number I C-2354 www.40 sits ad W ana.com IEVISIONS w Q J 0 IL U a Q O z_Z 0 CC G 0 0 Jw w m 0 LL � o z 3ROJECT NAME SOUTH CREEK SUBDIVISION SITE PLAN TAX ID# 0661-60-8228 NEILL CREEK ROAD NEILLS CREEK TOWNSHIP NEAR CAPE FEAR HARNETT COUNTY NORTH CAROLINA CLIENT RB INVESTMENTS 2031 Middle Road Fayetteville, North Carolina 28312 Phone: (910) 485-5790 Fax: (910)678-9988 -saw,-: PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1279 - .x,,- DRAWING SCALE HORIZONTAL: 1 "=100' DATE RELEASED APRIL 26, 2017 SHEET NUMBER C-1 ■0