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HomeMy WebLinkAboutSW6240905_Plansheet - Other_20241016 (5) ■ sl e solutions civil engineering I land surveying 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 0O / office 1910-426-6777 fax 1910-426-5777 license number I C-2354 / 9y X I / 1 / / ww.4Dsitesotutions.com M/7 15 w 16 X 20 / o 0 1 Z � 1 r OD ♦ '� ..... -j C) X / I c I Q ♦�♦ CARp� i�i ors ` 2 a �I 42 ��-0.-*�EsS�����-L' - W / I _ J aR1J ON_ I O QLOZ)E84b� _ I + I D' ,Q SEA I X 10' UTILITY EASEMENT _ I m � � 's / -10' UTILITY EASEMENT / � o o I of 02 4 3 s o� 1 t -- -- -- -- -- -- _-�-- -- -- i -- -- -- -- -- -- -- -- -- -- -- -- -- PLUG - I . G . g" GV I I 6„ 3+0 gAp 2„ 295 / TEE I '''''��O I IIIIB�```♦♦ 13+22.9 9+74.70 10+00 - - 11+00 12+00 13+00 14+00 FERNCLIFF DR 16+00 17+00 18+00 _FERNCLIFF DR_ �s+oo s"Xs' 19+80.69 1 -i i �� -I ♦- I - 13+86.4 6„ GV 1 / - i - 1 -1 ♦- 1 - i / f - 19+ 1.3 6' 14+02.4 50' PUBLIC R W 50' PUBLIC R W GV 1 6"X6" TEE W W6 W6 - W6 W6 W6 11+49.3 v I 10+12.2 -- -- -- - - -- -- -- -- -- -- -- -- -- -- -- W6 -- -- W6 -- - W6 -- 13+14.9 6"X6" TEE I 6" PLUG & TAP 2„ I -3 13+42.0 _ _ __ 1 +37.3 - - - - - - - '13+94.4 �� -"" 10' DRAINAGE EASEMENT" -"" -"" -" _` ` 2" GV1 REVISIONS �� FH 10' UTILITY EASEMENT 10 UTILITY & DRAINAGE EASEMENT - - - - - - - - - - - - 10' UTILITY GE EASEMENT y a 11+29.3 1 2" GV �13+02.9 10+53.8 � Y FH 15' UTILITY EASEMENT FH Y � 43 / \ o 1\ _ N J 0 14+31.4 / + / z 19+19. + J � o z 1 3° \ I z 1 EASEMENT 20' UTILITY LL1 " J m 1 Iz \ I I I o I 1 12„ BO -, o f g Z I } 10+28.1 0 I wl w l { I 2" GV / I� I N 1 Q \ =w �� 49 48 47 / o w• rn 10' UTILITY 10+24.2 3 I ` Iw I 3. w - O EASEMENT - I N ICI IQ I o Q o I \ \ Z + 1 ILLI -i + FERNCLIFF DRIVE_ 501 R/W (PUBLIC STREET) ROADWAY PROFILE 9+50 TO 20+00 PROJECT NAME 320 320 BOONE TRAIL FARMS 315 315 � o SUBDIVISION HIGH POINT ELEV = 300.45 `0 HIGH POINT STA = 10+99.54 �0 0) c PVI STA = 11+06.65 L6 0) PVI ELEV = 301.50 + N-II II 310 A.D. _ -5.28% LOW POINT ELEV = 298.23 _ = LOW POINT STA = 17+40.97 n a i O K 30.30 PVI STA = 17+90.97 II. r N J 310 w + It 0 160' VC LOW POINT ELEV = 296.31 PVI ELEV = 298.58 Q � a o_ LOW POINT ELEV = 295.87 N J o LOW POINT STA = 13+16.59 A.D. = 2.02% II N + ai PVI STA = 12+76.59 K = 49.49 LOW POINT STA = 13+90.17 w Q II O N PVI ELEV = 296.61 PVI STA = 13+89.15 100' VC � A.D. = 2.12% PVI ELEV = 295.76 305 N w II 11 K = 37.66 A.D. = 1.45% > w < w 80' VC K = 41.31 305 w VG 13q ROAD B PROFILE 300 �2.5 41% - - - _ 300 0.70 ° 18" -0.75% RCP 295 gl - - - - - -' - - - - - - 295 NLd \ LLJr4) CLIENT 20 LF 6" DI 6" SDR 21 PVC °' 0 N� X + CENTERED 24„ Q°' 0) UNDER STORM RCP RCP =rn BS LAND, LLC w= 290 01 gl 290 W O 1 NI H N N N X+ Q+ 20 LF 6" DI o =0 20 LF 6" DI CENTERED w= UNDER STORM & 14LF12" STEEL CASING 285 UNDERN ED STORM N� 285 Q r7 466 Stancil Road Angier, North Carolina 27501 + >N Phone: (919) 868 1733 >Q` M 0O O 00 c0� + 280 280 CD� PROJECT INFORMATION 275 - - - - - - - - - - EXISTING GRADE 275 DESIGNED BY: CALEB FINISHED GRADE DRAWN BY: CALEB NOTE: CHECKED BY: SCOTT 1. 36" MINIMUM COVER TO TOP OF WATER LINE a 2. ALL STORM PIPE TO BE CLASS III RCP UNLESS OTHERWISE PROJECT NUMBER: 2084 NOTED. 270 270 N N O N f o DRAWING SCALE r` I-) In N n _ N O cor O C0 M 00 r- 0 N 0) co O O O r` m L0 O 0) O � O O 00 N � 0) M O co 0) O O CS C6 co � 0 � c0 � Lo L cc06 0) O N 0) 0) 0) 0) ° � M rn Co M CD M CD 00) o o N o N N 0) N 0) N 0) NCl) NN 0) N0) N0) 0) N0) rn N0) NM O HORIZON TAL: 1 n =50 N ro n C\j C\j N N N r VERTICAL: 1"=5' Z U) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 DATE RELEASED w 0 GRAPHIC SCALE CD o so 0 25 so )oo zoo AUGUST 22, 2024 s M J_ ( ) SHEET NUMBER IN FEET LL 1 inch = 50 ft. 0 - 5 0 m 0 a ■ 1 m J 0]