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HomeMy WebLinkAboutSW6220506_Plansheet C-09 - Other_20220621$ STA 8+70.39 C/! I 18 19 2p O I o O C 21 0\ \ - _ \ V, \ A ( C - I \\ \ i 23 \ (( I 1-4 I 14, OPEN END \�\ TDe�DE DITCH STA_ 18" RCP -0 20LF- - - - \ ��� 0 + o I q RE HY 80.4 ( )T OB /NV 18�4 35.go ® CENTRE \ \ \ \ \ \ \ \ I 0 EC BL y in I N ON RCP \ - - I \ �'� \ \ \Z�/y WEqTq-I DITCH-9 CL>I� \/3\IEq RNDSDED �z 1 8"k 13 0p I I \ o N 1. v # DITCH_9 V \ \ \ \ \ \ \OWEN & A OHAL 8 o E - - - - - - - - - - - (2) 8 I _ --------- ---- --- `�--- :� � STq_ - 1 \�� \ \� TEs� E � \ " GV I - - - - - - FIRE H+12.28 I 2¢ \ \ �s \ X. wET n, CL i 39 13s 3 \ ASSEIN@RANTZ-51 iDi iN v Q �+00 W +00 0 W - yy"'_I \ ' V T \ � STA, 7+32.5 - i - - - I + I - 3 j�dl'IMBER I�' D oo �� \ r ��' �R D ED �i PIPE- I 140 50 FT. PUBLICRNV 139 t �� \ D ED \ 44•OLF E 3 - - - - - '39 +00 �, DITC � \ \ O � � H 1 18 � H N n A 00. 249; RCP I I + - - i s 1 37 - \ \ 10 \ 1 \ \ A S O / / -OP- ,_ l 0 SB FRCP CL M O \ 7 PEN � TA-6+ DITC _ w + � � \ 3 \ STA-6 18" RCP I I I NV 18H 83 6 H 7 �o PIPE_ j 1g?EN END \ \ IN +80 07 44,0 4 RCP STq_5+ V 18"_138.18 3g' 8 I J I DITCL 3p 0.869;RCP /NV 1 4� z29.32 Sh PLUG 12.28 '3a \ \ `'��•"�ry ` 820�P ( I I CH-6 28 8-136,28 yy/ 2IAPPEB�" \ \ \ \ '4 \ \ \ I DIT�� 14 � '` /l 29 V O CENTERED I I 1 STA: 6+26.60 27 CL \ i \ �\ ? ON RCP ' g 140.4r- - O DITCH_8 \ \\ >c 00 \ \ w (AODUJ 0L 0 14' WID %\ O E / \ DITCH TDITC I I (TYP )TOB 0/ i 4 I / I / / I I ► / / DITCH-1 � J ta0.a6 937 31 / i 14' Tog DE DoCH PIPE-2 44•OLF 18. 0 0249,RCP �l OPEN END / E H +94.15 18 ASS RANT / INV T8" 4+15 41 / s CMBLy 1g-738.42 OPEN - - -140- ' 9 / / / f8 ND 32 A STq- DIP TIMBER FALLS DRIVE 142 140 138 136 134 132 130 128 126 DATUM ELEV 125.00 �o o 0+00 LOW POINT ELEV z 138.97 LOW POINT STA = 4+29.32 PM STA = 4+29.32 PVI ELEV = 138.93 A.D. = 1.00 K = 30.00 30.00' VC 0) + +qW M /\ 39 7� / STq_ 8+95 / \ / y BLOWoWj 3 / VV Fr STA: o I 1 It AF V' 8 I 1 19 / I 1,� V _ DITCH3 1\ �3� A6 o do�DIT y 15 O + 12 OO / 14'DITC ,T.p.) / O INV-136.0p HIGH POINT ELEV = 140.07 HIGH POINT STA = 6+63.32 PVI STA = 6+63.32 PVI ELEV = 140.10 A.D. _ -1.00 K = 30.00 30.00' VC 0 n 0 +Co + I �I1�CH 18 Vic; �iTGH u I ' . . 1 . 14 - __ 1 _. -�_ i r, .0 o� co�M (D CM d f �MM -� N coO �M 1 C4� N ow to o0• d• O �-M M 1- M O OM�MM d� CD O to p r 0 O r PO 0+50 1+ 0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 -I - T- I: _1_: - I 7+00 7+50 8+00 CV N (V iT 0 Ln r-to r,06 r, �M r7M �M 2M 8+50 9+00 DITCH-15 142 142 140 140 138 138 136 136 134 134 132 132 130 130 128 128 126 126 DATUM ELEV 125.00 0+00 0+50 1+00 1+50 2+00 2+50 _ 0 N tv W I Q � z R U._j H 1,f)N '- O to r o 00 o o 04 z } O ".40 2 N .O O o V r /O, o� 0 t9 z h LL. Q ce � E OU W O p OZq 000 O N co Q � C M u� = 00 X W W O 0� +-� m -i Z r z ° W -a�M .[L i o` SEAL - c. = 031459 Owner: 3 WILLS A HUFF. LL CONTACT. 2919 BREEZEWOODA FAYETTEVILLE, NC 2830 Project: WILLIFO COVE A ZERO LOT LINE DEVELOP tax id #: 04781395240 O 04781246550 O township: Eastover county: Cumberland j state: NC ROADWAY PLAN AN PROFILE SHEET # CONSTRUCTION DOCUMENTS job no.: P20-054 date: 05-10-202 drawn by: TA survey Y• b • LK Ji checked by: LK 11 GRAPHIC SCALE 0 20 50 100 sheet no.: C-09