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PZ - Preliminary Engineering CT C NAI SUTV:" C\ T AT ;A IY SJRVTY C-TOU" I I I �SS�pNAL f N 1 1*1 �pF ��G\STfR�,o�'yFF UNPLATTED 1 1u`�4 U CONNECT TO EXISTING OPEN DITCH I tp 4-14-17 �p m �ql� OF O��Q` IR IR IR IR T � HEW S. IR IR IR IR IR IR IR IR IR IR z IR IR 0I Digitally signed by Matthew S.Derr,PE Reason:Preliminary Plat o QC 1 Date:2017.04.14 08:11:48-06'00' M w I 1 0) o o 0 I L o o C C u a 1 N .V °1 W W O CO 1 �� E_ � c a� � 3o w I SSMH 2 I ° 0 00 '= E w I ►� rCIO 0 CIOT r 1 m m 0a � wm03 N z c o. co zsNO c z L X 0 r 1 i i i i: 0 3 ri 0- 1.0 M N 12"GRAVITY IRRIGATION W W O N 10 z I 1 I W I I r1 N I _ c I m 20 I > 00 m 4 N ' I < o N = Q IO z z Kw w 0 z i 1 Z SSMH1 O w O U y CONNECT TO EXISTING D SSMH 4 [n 8" PVC IRRIGATION PIPE " o y300.00' w y � COBBLE PLACE tR W O W W W W W W W W W W W W W I Copyright C 2017 w G H All rights reserved. Reproduction or use in any form o Q� nn or by any means without written permission of 20 DBreckon Land Design,Inc.is unlawful and subject to 0 I criminal prosecution. W w I W r o O I 0 SSMH 6 e ® 0 I o 8"PVC u C7 0 z +Q / Z m w SSMH 5 \ M f l I D o Z a Q — a m U z o > w r� � o I I a r J z O N w IF W n m I Z ° o N0 > CO w O � z z 0 W _cr) 0 I I w a I J = � wI — — W UJ 21I — 21I 21I 21I 21I 21I 21I 21I 21I 21I I 21I o 21I ?lI bI �, ` EX SSMH � TI CD Q co o z II KENTUCKY 0 RIDGE ESTATES O CONNECTION POINT TO00 I W o EXISTING PRESSURE co F NQ, 3I Z I IRRIGATION SYSTEM 11 0 1 w w km z � J � w m I m Q � z UJ IL E0 t PRELIMINARY ENGINEERING PLAN AND PROFILE �z 30 O 30 60 CIO 6 O 6 12 18 W SCALE: I"= 50'-0" VERTICAL SCALE: I"= II z 2-110 2710 z o v Lo LL N O O LL O V (T LL O N O D LL O o0 w N � M LL MIN O N > 2705 0 °M° w 2705 w N H L6 0) Z O cO m N o Z N O 0000 � (n N O �� OOZ - OZ Z = � O N > IIIIIIIII O O CD f� W O N N M M � LO 00 + O Q Q IL LL N � w Qo o Co 00 � � Z Z 20 .. > > U) WU) Yco la �WOCW O O C`� M COO O LL CI) O N � m + �— � QQMd d :O QIO= w N EXISTING GROUND _ a ui�,�Z F LL co O N O 00 N LL COO M U U U) H - - Q O O_ W MHO LL COO O O 00 U NN H = � > > (n d' (� 1Y 00 00 a O w � O > O NN ~ LL o0 N ZZ = � QQ � � d ` T ymQOOQJ !700 CO~ ? z z LL m 2700 0 - - O u � C0 II bo 0o Z w oae N Q + CO � — — O O N H �j > > / H VOIz III — 04U o FINISHED GROUND N Ic LOU III N C/) lY (n Q' 00 2t7NNU > U = 4O1Z Z QQO � LL d �/� (� NQOVnZL U) O FINISHED GROUND a + O U > > > > > 0° c C f InOH � aa d cnp "TNU U cnlY (nWcoM W aZ�W '� to X U) x � EXISTING GROUND Q Q a s v 26a5 x O 695 W O W � U) 00 ao W W W W REVISIONS W W W �,� W W No. Date Description 0 _ W W W � W W W � W / W W W W W �� 62.70 LF OF 8"PVC @ 1.36% W W W � W � W 1.64% a 26a0 W W W W �✓ W 2690 W W g1.25 LF OF 8"PVC @ W W W W W W W W W W W W c� W W PROJECT NO.: B 270.30 LF OF 8"PVC @ 2.220 17053 `� 2685 2655 DRAWN BY: -i k LP z a) 103.58 LF OF 8"PVC @ 0.52% —i � 155.93 LF OF 8"PVC @ 0.40% CHECKED BY: EXISTING GROUND CENTERLINE EXISTING GROUND CENTERLINE MSD _ a L- FINISH GROUND CENTERLINE FINISH GROUND CENTERLINE DATE: J �680 2680 4/14/17 o N �O .tN m� m� �= O r �^1 L.L o �N � Z �� 1z1z 1z1z �� � �� �'D �� �� NUMBER N N N CN N� N`z Nz N N N� N� N`fl N`z N`fl �? 0+50 I+00 2+00 3+00 4+00 4+50 0+50 I+00 2+00 3+00 4+00 5+00 5+50 PP2.0 0 C 1 12 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16