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Home My WebLink AboutPre-plat V2PRELIMINARY PLAT FOR fcj.u.. OUTER BANKS SUBDIVISION SITUATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN ELK VENTURES 2021 ENTRATA FARMS SUBDlvlsloN L - J-U-B ENGINEERS, INC. 19IY E - - I — FT rl U - l l �� FRANKLIN ROAD BARAYA z J ' SUBDIVISION TM CREEK CO vA 1 '� SUBDIVISION C ei 51 - f w �o — of i COB4l7- PROJECT 0 W LOCATION coc VqN N � w` (iqR q1,, \11(`IKIITV 6AD o F L 2 w w U K O 2 O 0� Y W U W F a= Z m w a Q co r '. o O v x ~ z z�Zo> 2 Q 3 NKUZ� Z rc�omw� O Z o ¢ O OZ=FOB w O Z p w ��mZE w w E- w O O F K Ucl F�KF U J = O m N Lu Z K w� O 7 0 F . w O w�>of W m Q W 0 n Y = K Z cp W w O 0 < 0 O z 0 cn >C/) ow m oC cf) �- Yz w z> m J rr W W 0 W W U) W 0 U FILE: 10-20-143_PREPL T_220215 JUB PROJ_ H: 10-20-143 DRAWNBY: MPD DESIGN BY: CHECKED BY: KHM AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDINGLY LAST UPDATED_ 2/15/2022 SHEET NUMBER: P P-01 SCALE IN FEET 0 50 100 CJUB J-U-B ENGINEERS, INC. U z J N Cn p Co o LuiOaO m0 LuU p c z x a� — 0 Lu i= c c 3 Lu o m C:) a- p N ❑ w Z mow. ❑ = M w U O 2 O ¢ d = Uw ~ CL Q OOFJm j } ZF U m a�ma m O v x � z z�Z0> z 3 �mmz� z rc3❑mw� o OZO =FOB w Z O w ��ZZ� w m F w O O F a Cc U 2❑2� M (n Lu Z E D = 7 ❑ F ❑W w O ae O w W m Q Q W O t n Y = m z D m n w w � O 0 < 0 Q J rr Q Cn zw J D Lu 0:1- z CL Lu U) Y Y z J aw m rr Lu 0 LLI ¢ w tz 2 O z FILE: 10-20-143 PREPLAT 220215 JUB PROJ. #: 10-20-143 DRAWN BY: MPD DESIGN BY: CHECKED BY: KHM ON�INCH �� AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED- 2/15/2022 SCALE IN FEET SHEET NUMBER: P P-02 SHEET PP-02 lid` I' �4 II I, I� II' ;III I �I�ml I ;�' If �I ' � I III Ili 0 � I III" II 'i II III I �I I IIII I u p 1 +6 o q q - � 11 III III 1 I lip I �IIi 1 I' III II I k°I� III M I; II II ` d III III I I III I� I i li I it Il E: to I J I Il lli III Ix / hl III II III � I // II III II I �1 III IV i I1 i l II I III e. I � r I I I iI e ('JUB J-U-B ENGINEERS, INC. U Z J N C/ p Co o Ir CD00 . E W Lu i U p Z x a) — Lu := 0 . w�� m S 0� D N ❑ Z w a Zw a ❑ = w w U 2 O 2 O m U m ~ d - Q 0 0 - D > zt m m Q.ma m 0,- 3 - 5 t w (9 — zF§am< 3Nofmz:� z rc3❑mwm O 0 O J N. Z O OZ=FOJ w z z WIT m 0 w O O a Cc U 2❑2' J) Lu Zf . = O= ❑ F7 0 W of wm3:Q Q W O t n Y = ofz N K J m = Z O O0<0 O cn > Cn mLu cc: ZD Lu z> Q Y m J Cr W L1J O Lu U) Lu ¢ 2 D 0 ■ , FILE : 10-20-143 PREPLAT JUB PROJ. # : 10-20-143 DRAWNBY: MPD DESIGN BY: CHECKED BY: KHM 0 50 100 II AT FULL SIZE, IF NOT C INCH SCALE ACCORDII LAST UPDATED: 2/15/2022 SHEET NUMBER: SCALE IN FEET P P-03 51 2575 2570 2565 2560 2555 ('JUB 0 40 80 J-U-B ENGINEERS, INC. U z J N SCALE IN FEET C/� o co co W iOCO mo U Lu U 00 Z x N- } o 2570 2580 (� L LJ - C c� 2565 2575 2560 2570 2555 2565 2580 W� c/) c 3 i O 2575 m ( d N 2570 2565 12+00 12+50 13+00 13+50 14+00 14+25 2550 2550 2560 2560 12+00 12+50 13+00 13+50 14+00 14+25 17+25 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 21+75 z0ou 2575 2570 2565 2560 2555 2550 2575 2570 2570 2565 2565 2560 2560 2555 2555 182.8 LF 8" PVC ® 0.41 % 1 MH 4:. STA: 14+13.43, 6.00' R RIM: 2573.16 I _ 8" N: 2563.15 (W) 8" N: 2563.15 (N) 8" OUT: 2563.05 (E) 180.6 LF 8" PVC STA: 12+28.80, 6.00' R RIM: 2572.65 8" IN: 2564.00 (W) 8" IN: 2564.00 (E) 8" OUT: 2563.89 (S) ZDOU 2575 2570 2565 2560 2555 2550 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 LOOU 2575 2570 2565 2560 2555 LJOU 2575 2570 2565 2560 2555 10+00 10+50 11+00 11+50 12+00 12+50 1J+uu 13+50 14+00 14+50 15+00 15+50 LJOU 2575 2570 2565 2560 2555 490.2 LF 8" PVC 38.0 LF 8" PVC ® 0.42% 289.9 LF 8" PVC ® 0.41 97.9 LF 8" PVC ® 0.42% 86.0 LF 8" PVC�00�42%-- STA: 15+40.18, 20.49' R RIM: 2575.61 8" IN: 2562.88 (W) TMH 21 11..MH 1STA: :: ::: ::: ::: ::: :::MH 10+54.89, 10.06' R RIM: 2575.31 8" IN: 2565.12 (W) 8" OUT: 2565.02 (E) STA: 13+48.RIM 10.00' R RIM: 2575.64 8' IN: 2563.85 (W) - 8" IN: 2563.85 (S) 8" IN: 2563.85 (N) 8" OUT: 2563 75 (E) 12 STA: 14+50.18. 20.50' R RIM: 2576.43 8' IN: 2563.34 (W) 8" OUT: 2563.24 (E) 2580 2575 3% 2570 2565 2560 2555 0+75 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+531-60 224.6 LF 8" PVC ® 0.417 t 251.0 LF 8" PVC ® 0.41 % 30.9 LF 8" PVC ® 0.45% PVC 0.4 ® 1 ----7- MH 18 MH 17 MH 16 STA: 6+ 0.27, 0.00' M: 2576.07 STA: 1+01.84, 0.00' R STA: 3+30.45, 6.00' 8" IN: 569.86 (W) RIM: T: 250 8" OUT: 2569.41 (N) 8" OUT: 2569.55 (E) 8" OUT: 2569.55 (W) RIM: : 256 9 8" IN: 2568.50 (S) 8' IN: ;68 (N) 8" OUT:: 568.8.37 (E) 8" OUT: 2 69.76 (SE) MH 15 CO 1 STA: 5+85.42, 0.00' STA: 6+55.40, 0.00' RIM: 2576.15 RIM: 2576.75 8" IN: 2569.62 (NW) 8" OUT: 2570.00 (E) 8" OUT: 2569.52 (S) LOOU 2575- 2570- 2565- 2560 2555 L UOU 2575 2570 2565 43% 2560 8 OUT. 2561.43 (NE) I2555 10+00 10+50 11+00 11+50 12+00 230.7 LF 8" PVC 152.8 LF 8" PVC ® 0.41 % 57.1 LF 8" PVC ® 0. MH 2 STA: 11+55.40, 2.00' L RIM: 2575.20 I8" IN: 2561.53 (W) m Z ¢ mow. F ¢ O a O a =0m~ ¢ 0 zw w, } Z F U 0 a< m 2 [0 O mi : �(3 of w z0} z F�am� a 3 z� z rc3mmw(r U z0 U) 0z=�0� w z O 0 ww Do w Lu F w o� O F a Cc U 2 cl D U) o Za mmD ��w °� w'�w� wmEo a Q W 0 n Y faZz t� I w x I w � m �xzO O 0 < 0 z 0 > C/) E L u 07 LLJ m II J ZD D LL O U) F- rr Y w z> J co J Cr W F- 0 FILE: 10-20-143 PREPLAT 220215 JUB PROJ. #: 10-20-143 DRAWN BY: MPD DESIGN BY: CHECKED BY: KHM ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED- 2/15/2022 SHEET NUMBER: P P-04 LJOU 2575 2570 2565 2560 LUOU 2575 2570 2565 2560 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+25 2580 2575 2570 2565 2560 4+25 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 m Z Z z �<OaO Y w U w F d = z m w z� o m0 z<of w � z K ' Z(> z a3:rtm� ('JUB 0 40 80 J-U-B ENGINEERS, INC. U Z SCALE IN FEET � o co co o c� W — c:) m 0 W v p c� Z x a) — Lu c oN 3 Lu o m C:) IZ N LJaU 2575 2570 2565 0+00 0+50 LO/J 2570 38 2565 2560 2555 2550 1+00 2580 2575 2570 2565 2560 2580 3 n Z J rc3mmw� zo 2575 w o --- —o w- 621.0 LF 8" PVC 2570 I m o o Z a'0 F 2565 ae 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+21 Q�0jN v= z w m m z O � 0 0 < 0 LO/J 2570 2565 2560 2555 2550 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 LJOU 2575 2570 2565 2560 .0 LF 8" PVC ® 0.42% 152.0 LF 8" PVC ® 0.41 % 1 562.6 LF 8" PVC 55.7 LF 8" PVC ® 0.43% 48.0 LF 8" PVC ® 0.42% t' MH 8 71, STA: 0+45.00, 12.00' R RIM: 2572.09 MH 20 MH y STA: 5+21.61, 10.18' R 5+21. 1 --STA: 2+01.00, 11.54' R STA: 4+62.00, 10.31' R 8" IN: 2566.20 (E) 8„ IN: 2566.20 (W) RIM: 2573.23 8" IN: 2566.92 (N) RIM: 2572.21 RIM: 8„ IN: 2564.00 (W) 8° OUT: 2566.10 (S)7 8" OUT: 2566.82 (W) 8" IN: 2564.34 (N) 6„ IN: 2564.34 (S) 8" OUT: 2564.24 (E) 8" IN: 2564.00 (E) 8 „ OUT: 2563.89 (S) LJOU 2575 2570 2565 2560 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 z 0 > C/) 07 m II J ZD D LL O c/) F_ U) Z Y W z> J m J Ir W W F_ 0 FILE: 10-20-143 PREPLAT 220215 JUB PROJ. #: 10-20-143 DRAWN BY: MPD DESIGN BY: CHECKED BY: KHM ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED- 2/15/2022 SHEET NUMBER: P P-05