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HomeMy WebLinkAboutSW6220902_Plansheet - Other_20221102 (4)LEGEND: ` • • ECM® ECM -EXISTING CONCRETE MONUMENT �S EIP Oo EIP-EXISTING IRON PIPE ♦ Al EIR Oo EIR-EXISTING IRON ROD ) / J ERB0 EPK-EXISTING PK NAIL / / � O NC GRID NAD 83 (2011) EO ERB-EXISTING REBAR slze0 SRB-SET REBAR a COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY �� / 42 / PROPERTY LINE / O / PROPERTY LINE NOT SURVEYED - oPL - - -OLD PROPERTY LINE ADJACENT PROPERTY LINE / 39 MH 5 - - RIGHT-OF-WAY / j / / / / 3 +64.37 0.00 L SETBACK LINE RIM 200.72 f / / ♦ _♦ q TC/� - / / INV IN 185.26 (MH 6) ss SANITARY SEWER LINE INV OUT 185.17 11 4) / SD STORM DRAINAGE / / / LAT IN 185.84 / / / ) I I I ♦ EE Sye w WATER LINE / / / 59 11 I �ET C OVERHEAD UTILITY / 31+36.73 31+64.37 1 / / \ ♦ ♦� - CREEK / TOP: 200.34 O / TOP: 200.55 WETLANDS / 7MH 13/ 41 \ INV: 195.34 NV: 195.55 +13 86 0.00 L I �♦ PERMANENT EASEMENT / / RIM 204.86 31+15.74 5+85.04 7+13.86 INV IN 199.29 (MH 14) TOP: 200.06 , I X FENCE LINE TOP: 214.33 TOP: 204.85 Q / INV: 209.29 _ / _ - - _ INV OUT 197.67 (MH 6) NV: 195.06 / / �♦ i♦ WOODEN FENCE - BEND: 198.68-INV: 199.85 LAT IN 198.34 / r4 P: 200.30 38 / TREE LINE W8 CI 33 \ ` / r o� TOP: 95.30 / / / 8M / O INV: 195.30 // PP • UTILITY POLE ) 1 l y C GUY WIRE GROVE WALK ROAD - 8M / CO�' �� /\,/ _ WV 50' R/W (PRIVATE)+oo °� N WATER VALVE SS `� ' ° i / (/ t / ♦ �� (/ �__ FIRE HYDRANT 288.28 LF ® 5.49% 8" SDR 26 PVC 8 �� �<b v® 'C N/` SANITARY SEWER MANHOLE CI 34 �4 4 M 8+28.9 ry l� 60 SS 3 <F CI 26\ / ■ � - � ■ J&K GENERAL CONTRACTOR, I GRAVEL o ` / DB 1336, PG 761 ��� co ( ■ I ' ASPHALT TOP: 209.89 -' - - 89 8" GV / / / -� C % WATER - - - INV: 204.89 1� 9 8' S o 30+29.4 �/ w /� 1 / % l /^°� R / I STA EXIST 10.00 , ♦ / ^ C \ \ / TILITY PO 35 � � 8" GV 'o WETLANDS ENT ' CI 27 26 30+19.3 / xoo , / STA 0+25 0.00 ■ ♦ /40 0 PROPOSED SANITARY SEWER MANHOLE I I / SS pVC / RIM 186.18 ■ �'� ' / / / 8" GV / A, INV IN 173.89 (MH 18) ■ ■ �♦ • PROPOSED CLEANOUT 30+09.3 `� SSMH INV OUT 172.64 I - 8" GVRIM 182.99 � � ♦ �iPROPOSED FIRE HYDRANT TOP: 200.74 / � 1 � o / 00 r.1172.89 MH 18 I I I `♦ I y�o 25 / / INV: 195.74 x .89 ■ L■J PROPOSED WATER METER 50 / 6'' STA 0+49.73 0.00■ .^ H PROPOSED WATER VALVE 0 s44 40 RIM 182.10 / 1 • PROPOSED BLOW OFF QJ�' xeQg� TOP +198 54 / / 61 / / / / �' , INV O 174. (MH 17) 58 I 1 MH 6 NV: 193.54 S'OQ INV OUT 174.05 (M� EXIST 14258) I \ 1-7A PROPOSED TEE I 30+03.42 0.00 L R. ry / I RIM 198.56 Q / / / / / / /C 26 0 / ■ /� ' INV IN 190.67 (MH 13 �O 30+098. / L ■ /� \ 111 1 I J TOP: 198.42 ^°� C / ( ) � INV. 193.42 INV OUT 186.22 (MH 5��CI 28 °��/ I / / / / �� / I ' /��l <ol CI 29 / / / / / 5ry ^ I ( / N /FO 1 I 8" GV �ti� 20' UTILITY EASEMENT ♦1/ DB0DRO1310W GIL972 1 / / \ 28+ 84.1 8"X6" TEE o�xo 62 / JG / / ♦ �' 28+74.1 MH 7 P� 28+91.23 0.00 L / Q INV IN 187.09 (MH 8) 1 Ov / / 8" GV 6" GV INV OUT 186.99 (MH 6) / / / / / / �� / / ♦ /� �/ \ - / o / 28+64.1\/ CI 23r-0+07.1 lb CI 30 / / / _1* 1 I CI 31 1 0 ♦ / \ PP PO 0+69.6 'xO�ijy �Q- 30ROMGTOP OF BANK �/ / ♦ /40/ / / �% o Go tip 'g`N,��' O PLUG & TAP .6 0+89. \ ? q��/r / / / ♦ �` / \\ 1 /FH �p / \ / I / 26+99.89 �� 2748.o3 / A / ♦ / / V , 1 TOP: 200.47 / ♦ ♦ N /F I / MH 9 26+77.61 INV: 195.47 TOP: 197.57 / ♦ ��/ / ♦ , 1 ALLEN BAREFOOT JR. / MH 17 (OUTSIDE DROP) i ♦ / DB 769, PB 532 26+25.18 0.00 TOP: 201.20 ,INV: 192.57 RIM 202.94 INV: 196.20 0 STA INV IN 190.98 (MH 10) P / O RIM 189.18 189 5812 0.00 L \ o / ' ' ♦ / ♦ \ \, \ JC 27+70.10 / 70 INV OUT 190.88 (MH 8) /w8 SpR 26 NV: 1193.06 o INV IN 184.35 (MH 16)- ` _ - _LAT IN 191.55 898.06 a x i y5q. Z�x MH g / ^ INV OUT 177.03 (MH 18) o / ♦ \ 1 ■ W8 F Z' 95 27+33.0.00 L o ♦/ � ♦ '// / \ \, / ECI 19 6I RIM 199.3.36 1� INV IN 188.13 (MH 9)/ 6+00 / INV OUT 188.03 (MH 7) ^�h / yry° / % / \ \ ♦ / 63 CI 20 / BOX CULVERT & HEADWALL 78"H X 156"W X 86'L ♦ / \ `♦ \ / 26+43.12 / INV IN 176.20 ■ / 6 \ / 26+25.18 TOP: 202.16 1� / \ \ ♦ ,\ / / I TOP: 202.75" • INV OUT 175.50 ■ A NV: 197.16 / x \ \ NV: 197.75 �/ / / / I 1 _ L ♦�sz9 OO / \15/ PO 21 // j / / / / / ' t - - i ��x 3+ 9.60 i / / / ♦ I !y TOP: 189.76 U / / / / gry° / ♦ �i / INV: 185.69 / 1 QR 2" PLUG- 2" BO W / / / // / 1 S9�s 3+90.1 3+87.9\ 1.98 � I 72 / /♦ �/ vAlf TOP+2189.26 ��6 \\ 4+13.10 W ` INV: 185.55 AG 2" BV TOP: 193.09 \, N F /+ � 73 / / / / .♦/ 10' UTILITY EASEMENT / i p 3+94.8 INV: 188.09 \ �\ ,\ STUART VALEVIS &WIFE C4.4 24 SSMH #10332 RHONDA VELEVIS 1 / / / RIM 184.84 W / 5 / J INV IN 176.14 ( , / / ♦ S \ \ \ \ , DB 333, PG 1 524 / /lull \ \ , \r Q T� 5 4- / ■ 69 / / MH 16 \ ,\ C4.2 C4■3 > / ■ �, / / \ STA 4+44.98 0.01 R\ � 30' NEGATIVE BUFFER RIM 194.79 / - - i ��� ♦ � � � / r' INN OUT 185.47 (MH 17) - FROM TOP OF BANK �/ ♦ / ti \ \\ \ \ -\ / � � - _ �, \� � LAT IN 186.14 \ C4.1 --------- //f� \ �� / 3P 919 . 4+67.85 \ \ \ \ TOP: 192.67 \ TOP: 195.34 ♦. ■ ■ - � ,� / / ��, �•\, M,/ . INN: 186.61 � !INV: 190.34 � � � � \ \ \ \ - - - _ _ _ SHEET KEY ♦ // / 4+18.22 W2 \ \ \ ' ♦ - / ♦ / ,/ , �`/ // TOP: 193.23". 4+67.87� Rx9 \ \ \ \ TOP: 195.35 ! O INV- 190.35 ------------- 0000 ' ' \� ♦� 30' VEGATIVE BUFFER / / / ♦i� FROM TOP OF BANK zoo 185 /_ \ I I- �-� 155- / ^��� / / 6 - , \ 66 \ 1 I • I, I \ CLAUDE TH MAS CANIPE � '♦ / COUNTY OF HOKE / / / �,/ / / / 30' VEGATIVE BUFFER �I I 1 I DB 224, PG 20 / 30' UTILITY EASEMENT ^o / \ FROM TOP OF BANK ♦ / _ _� / DB 885, PG 710 _ / - - ■ PC 3, SLIDE 3-99, AP 001 / / / / / 205 \ `'ems I I I 1 ■ I11 V 0 ® • ♦ / / // /�o�/ , \ ` I I I�� GRAPHIC SCALE / 5 / r9 \ \ I • I - I 40 0 20 40 80 160 / r � y�I Know what's b@IOW. 1 I : N F / //- � / / ► I� I �i\ ( IN FEET Call before you dig. ■ , LUMBEE QUALITY BUILDERS INCORPORATED /� % r 1 inch = 40 )ft. DB 1228, PG 714 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1 910-426-5777 license number I C-2354 www.4Dsitesolutions.com ``�CAR9:���' � `� SS pQ'. ...j���i SEA 02 G I NE ja�`� NN U5=22 REVISIONS PROJECT NAME WOOD LAKE II PHASE II SUBDIVISION DETAILED UTILITY PLAN CLIENT RAEFORD DEVELOPMENT COMPANY, LLC 645 Laurinburg Highway Raeford, North Carolina 28376 Phone: (910) 638-6102 PROJECT INFORMATION DESIGNED BY: CHRIS DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1632 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED APRIL 5, 2022 SHEET NUMBER C-4n3