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PZ - Preliminary Engineering Profiles RevisedJ J 261 w Lo w J w� J 2610 J > Z J >> Z O (n O O > N M O 7 LO co V LC) CO L1J (n r- (n (D Z (n O � � O LO � I- LL N LL O) N LL 00 ' co ti �-j X) V Lf7 co ti� co 0 p N LL W N IL r- co Lt.) Ln M M LL 00 N W �� N O N Z O N� LL LMC) — W M LL M N LL W W N W N 0 1.0 LL N N O N O z 0 Z 0 N ILL N O N p NN ? LL ur) ��Z 0O 0) 0 Ln + rnZ o ")- Z Z co > > M�Z — Q o� M�;p ��ZZp M �MZz IN ZZZ =��N� =�rNUU QQc+o�ZZ00 rn�Z 260 CD - OMZ Z MMZZ Z Q Q + LSC)- - QQ + ��- - QQ CZ �QQ d d =0 N> >-Q QCO L!)U 2Q + �— QQ + �— — QQ°rn�-- — 2❑NN> > _� nN>> > cA Ycl� Ym cn0�— �QQ�a 1 =��N> 2600 UpoNU =p�CN > =p�N �QQ a a �QQgaa a EXISTING GROUND UOQ—_ - 2i g U U U U U M > >> > cn0�—_ _ cno<-- _ cn Yc�tYoo m — xO<�a u�io� a a �pQgaa a cnacnlYm 60 cn�cn�00� co U�U�ao «w cno�—a Co Wofcncz) Cf) 0�cn0�m Eo Uci�UEcoco k) C+ �— r — I I — \./ I I — NJ OT IEW - - _W_ I' 259-2590 W S W W W W W W W W W W W W W ' �� \✓ W 489.41 LF OF 8" PVC @ 0.58% 470.45 LF OF 8" PVC @ 0.40% �� — 1 321.21 LF OF 8" PVC @ 0.45% 58.18 LF OF 8" PVC @ 0.40% 77.26 LF OF 8" PVC @ 0.x0% 88.32 LF OF 8" PVC @ 0.37% EXISTING GROUND CENTERLINE — 67.39 LF OF 8" PVC @ 0.77% 258 2580 U) M M t- Iq 1 t- In N m is N (6 (6 M M M M M In M M M M M M M V V v V v- V V V V V v- U) in In M In 0 In M In 0 In In N z sp 'z 'z z In U) U) In UN U) In In In U) N U) V N N N CNN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 CI+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 K ROAD A SEWER PROFILE 80 O 80 160 240 8 O 8 16 24 SCALE: I"= 80'-0" VERTICAL SCALE: I"= 8'-O" J > � 261 w o 2610 261 2610 NM LOLO 0� LLJ _ Z r� _ LL o N O Z � co N0 N Q M 0 O 't� LIj O N Z r T�> O M M M O W — NCOZ O �Q �rnZ LL 0000 N W N Q + Lr) LLILL Lf) co 0� Z Z LLJ - _ N> — 0 N N S 0 — QQ�LnU U Ury¢:�a mo ?? p mMrp _ N> > cn0 rn X60 O >> > Nr� > 260 � Q Q a s - 2600 2600 Q CD M Z Z Z Q CoMZ 2600 fTl ����� Q�++LO ¢���— = W o N 0 0 0 = w N U a a a cn ci � fi Q V"IjTING Q U0UIYmoo � U0UIY�<+ GROUND :3 T � EXISTING GROUND O O1 259 2590 168.13 LF OF8"PVC@0.40 0 259 2590 142.59 LF OF 8" PVC @ 0.50% — r -EXISTING GROUND CENTERLINE rEXISTING GROUND CENTERLINE D_ F 0 N 00 0 C LL E L 0 C O O a m `o D L N C_ L (a) L W T L C L N L 0 L m Q Q _v B� L H U N t` 0 0 L 258 -0+50 0+00 1+00 2+00 SOUTH DRIVEWAY SEWER PROFILE 261 IM 260 Q 0 259 258 :• • - 51-011 J � W 2610— 00 N C600-2610 LL co C LL N t3: `� In ds Lr) o M> — V co O O Z — N N U U) Q� d — 0 Y co M N 2600 Orn — — Q Q + LnU 2590 —ice -2580 0+00 1+00 2+00 3+00 3+50 ALLEY SEWER PROFILE 80 O 80 160 240 8 O 8 16 24 SCALE: I"= 80'-0" VERTICAL SCALE: I"= 8'-0" 258( U+UU I +UU 2+UU 2+t)U NORTH DRIVEWAY SEWER PROFILE 2610— >>z 2600— M C (4 Inln t3: `� In ds Lr) o Q — � co co C) N N 11) U) m M M M N N N 0 Orn — — Q Q + LnU O > �Mz N m N In M cnO��aa a =p_0N> �� C0 DY V) Yom oo c�nO�:�a Ln EXISTING GROUND U 0Y U a f L DATE: Ln AM�-M s SHEET NUMBER � N N N N N N N N N N ry ry U+UU I +UU 2+UU 2+t)U NORTH DRIVEWAY SEWER PROFILE :• • e'l-011 2610— >>z 2600— M C (4 Inln t3: `� In ds Lr) o Q — � co co C) N N 0 - :5 2590- LL O 2580- :• • e'l-011 f� 159.50 LF OF 8" PVC @ 0.38% rEXISTING GROUND CENTERLINE 2610 2600 2590 4-2580 >>z N CO C v C (4 Inln t3: `� In ds Lr) o LLO W rb N "'I � co co C) N N r- in LO W N Z Z 0 r- LL O CO v Z Z Z N N 0 Orn — — Q Q + LnU O > �Mz N m N O U w m .s m Fn CL 5;Cc o_ cnO��aa a =p_0N> �� C0 DY V) Yom oo c�nO�:�a Ln EXISTING GROUND U 0Y U a f f� 159.50 LF OF 8" PVC @ 0.38% rEXISTING GROUND CENTERLINE 2610 2600 2590 4-2580 1 I 2 I 3 I 4 I 5 I 6 I 7 N. wt T 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP 16 SS\ON A L ENG O S TERF° n^ A ILP �glTF OF \siP��� THEW S.0 Digitally signed y atthew S. Derr, PE Reason: Preliminary Plat Date: 2018.06.08 12:20:10 -06'00' Q o `\ T 0WGa, 07J �\ N CO C v C (4 Inln t3: `� In ds `� a: MM "'I MM t- MM r- in I`nn. 'q MM r- d? Mn r .9 CL CJ C: cn0�u U C O. _° r aD N m N O U w m .s m Fn CL 5;Cc o_ > N C z C o -6 �� > 3 �r CO m Ln v LO C7 JB, M SD L DATE: Ln AM�-M s SHEET NUMBER � ry N N N ry ry m CC N N N ryin N N N -1+00 0+00 3+00 4+00 1+00 2+00 CUL DE SAC SEWER PROFILE 80 O 80 160 240 8 O 8 16 24 SCALE: I"= 80'-0" VERTICAL SCALE: I"= 8'-0" 1 I 2 I 3 I 4 I 5 I 6 I 7 N. wt T 11 12 13 14 15 ORIGINAL SURVEY ON FILE AT IDAHO SURVEY GROUP 16 SS\ON A L ENG O S TERF° n^ A ILP �glTF OF \siP��� THEW S.0 Digitally signed y atthew S. Derr, PE Reason: Preliminary Plat Date: 2018.06.08 12:20:10 -06'00' Copyright © 2018 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution, I 1i N Of aLU0'W N a LU 0LLW~WZI– Q o `\ T 0WGa, 07J �\ N CO C U r C =3 C) Iq >MN Np aEZE N C U N 00 O M �s E S°oLC'U'i��yL 30 0 L L F U! m CO 4; 2 ru Calry� NL•n pQ.= CO CD W .9 CL CJ C: cn0�u U C O. _° r aD N m N O U w m .s m Fn CL 5;Cc o_ > N C z C o -6 @ UJW U` �J > 3 �r CO m La LO C7 Copyright © 2018 All rights reserved. Reproduction or use in any form or by any means without written permission of Breckon Land Design, Inc. is unlawful and subject to criminal prosecution, I 1i N Of aLU0'W N a LU 0LLW~WZI– Q o `\ T 0WGa, 07J �\ ZWWO0H �& w 0olluY0n D a Ci' Q 0: W W Iq >MN Np aEZE .J OX Dili aZ>.W REVISIONS Date Description ^^J PROJECT NO.: 17216 DRAWN BY: z LP CHECKED BY: C JB, M SD _Z DATE: J 06/08/18 w SHEET NUMBER ^ PP3.2