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Public Utility Plan V2I'm1 EX. GAS LINE I FOUND MONUMENT EX. WATER LINE ao AT N j CORNER OF - - SEC. 26, T3N, R1 W. _ a m °p w -M '4 - d M O I / I / PROP MH 03 LL INV IN: 2684.50 Lu S89°06'38" E INV OUT: 2684.40 J 2655.71' 2i E _ 8"S 8"S - 286 LF OF - - 003 - - - 1328.23' - - - - - _ 8'_PVC 0.40% W NO°33'35" E 12 286 LF OF - - - W 25.00' - - - - - - - - - _ _ _ _ PROP MH 04 1 8" PVC I (D PROP MH 02 INV IN: 2685.74 I INV IN: 2MH 02 18 I BLOCK 1 I I I INV 25 OUT: 2685.64 I o I INV OUT: 2683.1 5 z 19 \ 1 17 1 16 1 15 1 14 1 13 1 1 11 1 10 1 9 1 8 1 7 I 6 / i w I 25.00' 2 PROP. 8' C900 I I I I I I I I I I / 5 1 0 o W I PROP. FH U RS8 WATER LINE INV PROP 2 93.1MH 13 PROP. FH I PROP MH 09 c� I JIU Q Q APN: I S" INV OUT: 2693.03 0 PROP. FH INV IN: 2690.60 > p R8131770100 INV OUT: 2690.50 " o cc -EX. OVERHEAD POWER VICTORY ROAD S89°06'38"E 2655.71' - °06'38" i FOUND MONUMENT AT E j CORNER OF SEC. 26, T3N, R1 W. CONNECT T0-\ EX. WATER MAIN _ ml 305 LF OF - - 302 L OF v 0 3 8 S _L g S m -, p ��- KUBOTA ST -- 282 L OF 4 8" PVC r_0.60% 8" PVC 0.40% m - 8 S- INV OUT: 2694.96 12 8" PVC (0.40% PROP MH 05 � I d- � INV IN: 2686.94 1 04 m `O PROP MH 08 INV OUT: 2686.84 20 PROP. FH I I INVOIN M 10 82 INV IN: 2690.43 10' - - 00 INV OUT: 2690.33 6' n PROP MH 16 IOUT: 2691.72 -10' 5' NV 13 14 15 16 17 18 19 20 1 21 1 22 I 23 33' S/W QO S/W INV OUT: 2694.54 � 0 I 0 o I I I I I I I I I I I 5> B/C 5, 3 18, I 18' _ I I I p I I I BLOCK2 I I I I S/yy 10 g/W- B/CI B/C U_ 5> 5, -- -- -- --Q Oo -PROP. R W d O 21 S/W "33'� S/W Q ao ® 2 I I W I W B/C 12 1 11 1 10 1 9 1 8 1 1 6 1 5 1 4 1 3 1 2 1 1 0 00 -- 1 0 oN m 110' PROPERTY LINE 11 R�yy 60, I J @m W -- 3 W R/W 1Ln z APN° 6' 10 PROP. FH 0 n V)i PROP. FH Z N a PROP. FH R8131770200 PROP 9 15 INV IN: 2692.96 of INSTALL 8" BLOW INV IN: 2692.96 OFF VALVE FOR 288 L OF MASSEY ST - R- - 0 3 Q INV OUT 2692.86 g" PVC 0.40% 8 8'S - fl �;' m 328 LF OF S - 205 LF OF - - eo FUTURE o 285 LF OF - c) 8" PVC-0.40% m -8" PVC r0.40% CONNECTION p o PROP MH 14 8" P-0.40%-N m 0 PROP MH 13 I� w� INV IN: 2691.7VC1 3 INV IN: 2690.47 0 PROP MH 07 00 PROP. FH INV OUT: 2691.61 n N INV OUT: 2690.37 o o INV IN: 1789.06 N a 13 14 15 I 16 17 18 19 20 I 21 22 23 �p INV IN: 2689.06 INV IN: 2689.06 1 60' I I I I I I I I I I I I I I I I I I INV OUT: 2688 .96 IR/W a NI 23 3 1 - =m PROP. 16 II S1226110255 J PROP. 8" C900 PROP MH 18 I N O WATER LINE INV IN: 2689.82 w PROP MH 17 g I I I I I I I I I INV OUT:, 2689.72 in1 INV OUT: 2694.36 12 I 11 I 10 1 9 1 8 1 1 6 1 5 1 4 1 3 1 2 1 1 I 11 PROP MH 22 PROP. 8" C900 MI 0 INV IN: 2694.36 I I I I J�@ 15 I �' WATER LINE O PROP MH 21 3 APN; z INV OUT: 2694.26 PROP. FH co U R8131770300 INV IN: 2693.09 0 m PROP. FH NE900 a / 24 0o INV OUT: 2692.99 WATER $ I FIELDKING ST -_ 294 L(=0F 291 LF OF _ \� 0 284 L OF 14 / 8" PVC 0.40%-8" PVC �0.40% S m m 8 `( 8" PVC @ 0.40%'/ LPROPERTY LINE PROP MH 23 - INV IN: 2694.86 N m `O AI � - // � INV OUT: 2694.76 PROP MH 20 PROP MH 19 SS / PROP. FH INV IN: 2691.82 INV IN: 2690.59 S" PROP. FH I I I I I I 1 INV OUT: 2691.721NV OUT: 2690.49 / I 13 25 Ass 1 I 2 I 3 1 4 1 5 1 1 7 1 8 1 9 1 10 1 11 1 12 °01 X,-- _-I PROP MH 24 / INV IN: 2695.34 INV OUT: 2695.24 plis� / b / '10 APN; 26 0 35 Rog PROP MH 25 R8131770400 // \� v INV IN: 2696.46 BLOCK4 / INV OUT: 2696.36 6 / / 27 / `� Z) / 1828 / PROP. FH 19 lb PROP. FH 2 / 29 O!� / i / PROP 50 20 � ��/ '� INV OUT:T: 2691.89 / �' s0" / / PROP MH 26 \ 21 (0 PROP. FH CCC INV IN: 2697.41 \ INV OUT: 269 :31 S., �0 \ 31 / oLOSI� // S•, , s�6 G O� , Oq �T \ 32 1109 01, PROP MH 28 ��PROP. 00 \ INV IN: 2698.88 PROP. FH PARKING LOT 0� INV T: 269/ 33 /34/j oho PROP MH 27 33 �� 1 INV IN: 2698.33 INV OUT: 2698.23 BLOCK 12 PROP. PRESSURE / IRRIGATION PUMP HOUSE PS ^o & STORAGE TANK MATCHLINE - SEE SHEET 10 SITE KEY MAP NTS I I FOUND MONUMENT AT COMMON CORNER OF SEC 23, 24, 25, & 26, - - - _ - T3N, R1 W. DF g"S 400 LF OF - ).40% - - - 8„S 8" PVC 4-0.40%8„S_ PROP MH 01 I EX SS MH 1 INV IN: 2681.55 INV IN: 2679.85 INV OUT: 2681.45 I I I I 1 I NORTH GRAPHIC SCALE IN FEET 0 40 80 160 O U u Ln Q �\ 0 0 cn � N o � o ° a N o oo z Q o z V) Y N 0 o } w oo J y o � u o Y O L C O ■� N o� CD m o N o .� ��o �m w ooz ��m o Z m } m 0 m M W W Z Z Y N ¢w ¢¢ F_ ui N N 0 0 U 0 N � z_ F o L(J W = z_ o LLJ z z W Q 0 W N Q � z z m J W , `r E NSF�� � 16551 OD s 2/3/220 0 ��9� 9TF OF VIP �P PROJECT NO. 93802000 DRAWING NAME 2000-EP. dwg 09 OF 12 a 0 a N N 0 0 w m w 0 0 N 0 0 as 0 ow aX i a 00 m �w az 0> 0x 0a 0a wi M m m F i" U m O N Y X I ' � Lo to- O 11) \ \ PROP MH 49 S89°08'36"E1 zI N\ O INV IN: 2690.70 7 1286.07' BLOCK 5 \ BLOCK 6 I ��\ 5 1 6 1 I \ 7 I QP INV OUT: 2690.60 7 8 1 g I 10 1 1 1 I I I 6 \ \ � I PROP MH 46 \ INV IN: 2689.57 Un PROP. FH \ INV OUT: 2689.47 0 \ I / 5 cP: � 4g �F Op'4p% 334 L OF - �- -o \ L'S' 8" PVC @ 0.40%- 8 S �' °� - ° -PIVOT DRIVE PROP MH 33 I PROP MH 32 C <� 'p S INV IN: 2702.09 OF / INV IN: 2701.70 \ 2 �O 8 INV OUT: 2701.99 72 4p% INV OUT: 2701.60 O PROP MH 47 O 8 PVC @ 0 4 PROP MH 29 PS / cps INV IN: 2689.86 N PROP. 8" C900 INV IN: 2699.39 �.. INV OUT: 2689.76 m i m APN: I WATER LINE / INV OUT: 2699.29 MATCHLINE - SEE SHEET 09 qL�� 16 1 15 I 14 1 13 1 12 1 11 R8131780900 PROP MH 34 �$ / 3 / / p� ° o 3@collC" PROP. FH I PROP MH 45 I INV OUT: 2702.53 / �@ _ Cq� \ INV IN: 2690 211 PROP MH 48 �� PROP. 8" C900 INV OUT: 2688.03 INV IN: 2688.13 PROP. FH 1 8., L2s< / 2 1 ..� °a� _ K/NSLA7.1 �� _ _ INV IN: 2690.21 WATER LINE BLOCK 7 C47\O _ \ INV OUT: 2690.114 PROP LO 0 I _ \� 9 OQ09 \ l 1 /l I 22 PROP MH 51 \ BLOCK 13 INV IN: 2692.84 2 / INV IN: 2690.87 ° INV OUT: 2692.74 INV OUTOP2677.06 �MH 83�\�2 O I 3 II 4 I IN OU/T: 2690.77 17 \ I WAOTER 8" C900 2 I 3 PROP MH 31 8 p 9LF 5 \� 15 O G \ 18 I 19 I 20 o INV IN: 2700.70 !�� OF, / I \ 8•. 0� & - - p oo PROP. FH INV OUT: 2700.60 __cl Q409' PROP. FH I 6 BLOCK 11 \ \ I / o��� BS 1 �G mil@ 1 1 4 216 LF PROP. 8" C900 7 \ ONTO \ 0 `'\ o PROP. FH 01� PROP MH 88 �� INV IN: 2OP M 0.09�1 8 PV @C 0o40q HATER LINE PROP MH 36 6 ORS r� 0_ INV OUT: 2677.25 INV IN: 2700.09 INV IN: 2701.98 10 of I 1 3 PROP. FH o REDq INV OUT: 2701.88 / DRAWBAR ST INV OUT: 2699.99 NGU$ Wq y PROP MH 37 8 \ / 7 / Q BOVINE ST - - I PROP MH 35 206 LF INV IN: 2702.47 > \ / / \ 400 LF OF j 1 I I INV IN: 2701.05 8 PVC OF 8, INV OUT: 2702.37 / \ i `'\ \\R13.5 0 8" PVC @ 0.40% - - - - Q 5 I INV OUT: 12700.95 0.4pq, \ 8 Typ z s8 PROP. 8" C900 1 I 13 I \ / S PROP MH 58 * PROP 7 87 II I I 14 / / / INV IN: 2692.56 Z INV IN: 2676.54 WATER LINE I 10' I I 9 \ / 9 �'' INV OUT: 2692.46 O INV OUT: 2676.54 I _ I 15 \ / A ��\ PROP MH 82 � PROP MH 86 33. - - 1 1I 12 L I 16 I �'- 2Q \ PROP 9 52 / L7 I g INV IN: 2675.22 O INV IN: 2676.39 I I o \ INV IN: 2692.25 Q B C I 17 _cl / '10, \ INV IN: 2692.25 / @OON \ PROP. F� I INV OUT: 2675.12 INV OUT: 2676.29 / . I 1 60' 1 / @ O PROP. FH INV OUT: 2692.15 BLOCK 12 �O BLOCK 14 11 60' BLOCKS -5' R/W 5' 6] 6 D'. I R/W, I 11 / 18 0�0� PROP MH 53 PROPERTY LINEJ R�N1 S/W S/W - - -10' I 5' \ / \ - - 33' 2 N S/WI II 36' S/W 10 I / I / \ INIV OUT: 2693.110 B/C W I I B/C NV OUT: 2681.53 / PROP MH 78 9 BLOCK 10 / 0� G yy G I 12 \ \� 11 5' I 5' 7 II PROP. 8" C900 \ 19 \ h / S W h S W Q WATER LINE / 8 / N / - - -� 0 0 PROP. FH / PROP MH 76 SOO y� �\ 13 \ / 12 6' 10 U o ~ I _ �V �� INV IN: 2679.99 PROP MH 38 INV IN: 2703.56 \ ® j 767 LF 8ll pV GF INV OUT: 2679.89 O / I 3 U I I1 8' pV�OF �OF / 7 INV OUT: 2703.46 o M d 8 I II 0.609, S ��40. PROP MH 75 y / h \ w U PROP. FH Iv x 20 14 0 0 14 INV IN: 2679.60 APN: _ _ w @ 00 10'- - - I I PROP MH 77 \ 21 8,, / PROP. FH INV IN: 2679.60 R8131780300 J - - INV IN: 2680.53 �'' > INV OUT: 2679.50 �'� / j 6'GO I INV OUT: 2680.43 AL RCN / I AL0'Q 15 13 M a PROP. FH 00 I 3 O� 1 1 1 1 2 I o� 5 /\ / I @oO� PROP MH 81 4 9 I / 1 O� 1 22 I �O INV IN: 2673.67 PROP MH 85 I 11 Oy •A / \ n INV IN: 2674.71 INV IN: 2673.67 I - - 11 INV OUT: 2673.57 INV OUT: 2674.61 j - _PROP. FH G'( S 4 23 BANTOM ST GP� of O,I, 1- ?r \ o O , ° �s o4 F O 10 I � ' 4 �,`�, O �� PROP. FH I PROP 0 39 S INV IN: 274.77 s / I I Q' ~ 0 0 154 LF OF h� JG/ I � ° 1 - �� 'L� JG g 0\G 3 I I� OUT: 2704.67 I® 8„ PVC @ 0.40% Q I I ¢ e O° \ 24 a PROP MH 80 PROP MH 84 14 00 INV IN: 2673.31 INV IN: : 267'48 II BLOCK9 1 ( 9 �\� \ �s INV OUT: 2673.21 INV OUT: 2674.28 \ I I 5 q 3� 2 PROP MH 67 d� I 5 / L��( ' 0 13 12 BLOCK 7 I 1 I PROP MH 79 / O PROP MH 74 INV IN: 2671.87 � v I T INV IN: 2678.16 INV OUT: 2671.77 �I 1 11 i I ��o INV OUT: 2680.91 10 0QO INV OUT: 2678.06 @ -- -- -- 15 - oC I II // V 7 ems/ 1 INSTALL 8" BLOW OFF 0 PROP. FH II PROP. FH 6 \ \ 11 \ C r� VALVE FOR FUTURE B0 � 1- I O CONNECTION m - 151- F OF PROP. 8" C900 I I I 3 � L' ' o 8" PVC @ p 40% - '� WATER LINE I 1 o 00 Q _ - -- I -- �� 8-. 164 �` - ------------------ ---- 12 PROP. FH - -®� s - - PROP. FH- INSTALL STUB FOR 1 pV <F - - - - - - - � U FUTURE SEWER LIFT 1 I STATION CONNECTION - - - - FOUND MONUMENT AT C 4 CORNER OF SEC. 26, T3N, R1W. APN: I R7125500020 �oF --- O 409, W 8 27 7LF OF \ HOLSTEIN DR -8=PVC @ 0.40%' - PROP MH 68 INV IN: 2672.58 INV IN: 2672.58 INV OUT: 2672.48 PROP STUB 2 INV OUT: 2674.46 PROP MH 69 INV IN: 2673.33 INV OUT: 2673.23 - - - --- ---------------- o_ 326.91'V R w 8 W- 8 W 8 W- 330 LF OF -o 330 LF OF w 3°10'56"W-8PVC @ 0.40%-0 8 S-8" PVC @ 0.40%-8 S - N89°11'36"W 1285.93' U -- - -gym- -- - -- - -- -- - -- - PROP MH 70 ° o PROP MH 73 INV IN: 2674.54 PROP MH 71 INV IN: 2677.72 INV IN: 2674.44 INV IN: 2675.96 INV OUT: 2677.62 INV OUT: 2674.44 INV OUT: 2675.86 APN: PROP MH 72 S1226417250 INV IN: 7 INV OUT:: 2677. 28 H W W 2 U7 W W W Z J U Q SITE KEY MAP NTS NORTH GRAPHIC SCALE IN FEET 0 40 80 160 0 U z � m Q � cn ro N o o � z � z o z � m N 0 o } w oo J y o � u o Y O L C O CD m o N o OLn o a� m w ooz ��m o Z m } m M w w Z Z Y N Ld ¢¢ v�¢w ui N N 0 0 U cz) N F z W � _ WLd Q z o cD z z F WLd Q 0 to Q W� z z m J W `�NAL E NsF�� e 16551 OD s 2/3/220 0 6F VIP �P PROJECT NO. 93802000 DRAWING NAME 2000-EP. dwg 10 OF 12 IF 25 / BLOCK 10 26 O I- W w 2 U7 W LU W _z J U H- Q APN: S1226110193 PROPERTY LINE 11 1 12 1 13 1 14 I I I i PROP. 8" C900 WATER LINE APN: S1226110575 S89'08'36"E 1286.07' -PROP MH 142 BLOCK 5 I \ V IN: 2684:6 INV OUT: 26843 I6�_ 1 15 1 16 1 17 1 18 \\ 19 PIVOT DRIVE 334 LF OF o 8" PVC 3-0.40%3 -� 00 - O PROP. FH 10 1 9 1 8 1 I I I BLOCK 13 PROP MH 60 INV IN: 2694.54 INV OUT: 2694:44 21 1 22 1 23 1nl\ DRAWBAR ST ' M i m (o in I I 9 1 10 1 \\ BLOCK 14 1 5 PROP MH 62 d • 2 y INV IN: 2694.89 A F6' INV OUT: 2694.79 12 p !,c O / ORO� �9� \� 13 PROP �61 \ INV IN: 2694.60 SIN of I -PROP. FH L 335 L�// �8" PVC ® 0.40%g/ 7 I 6�IN I 5 I I PROP MH 44 INV IN: 2686.69 INV OUT: 2686.59 PROP. 8" C900 WATER LINE 1 24 1 25 1 26 97 LF 4�8" PI VC 1 \ 2 \ I PROP MH 43 INV IN: 2685.26 4 INV OUT: 2685.16 I I 3 I I \ I I 1 / 1 27 1 28 / I I -PROP. FH - 335 LF OF 8" PVC ®0.40% PROP MH 66 INV IN: 2695.98 INV OUT: 2695.88 I I PROP MH 89 INV IN: 2696.15 1 12 1 13 1 INV OUT: 2696.05 0 14 15 0 0 I N a PROP. 8" C900 PROP MH 90 ro WATER LINE INV OUT: 2697.75 I 4 1 3 I 2 1 1 I I I I PROP. FH r 234 LF OF 8,o IRRIGATOR ST V447 PVC � 0.40% � 195 LF OF PROP MH 63 8" PVC@ 0.40% INV IN: 2695.92 INV OUT: 2695.82 I PROP3MH 64 010 I I I INV IN: 2696.0 \ J S 0 I 46 I 45 I 44 INV OUT: 2696.70 Nib 16 INV IN: 2694.28 6 •o�A 0` PROP. 8" C900 N INV OUT: 2694.18 L� 1 �, (\ WATER LINE co I 15 �0 °� - - �- - I 42 a -92 / 17 � ! PROP MH 65 O �\ Gs+ / / F.A9 \` QP/ 16 41 INV OUT: 2698.12 a C�9CT �9� h ya 18 /\ C �\ S �ROP MH 56 PROP MH 55 G �O CD \ \ INV IN: 2695.08 140 INV IN: 2696.19 �p T OQ° / INV OUT: 2694.98 10y� d•• /INV OUT: 2696.09 Q 09 / Dp \ S 17 5 LA \ \ \INV OUT: 2694.50 \ /14 PROP MH 54/ INV IN 2694 28 / 27 PROP MH 40 \ INV IN: 2705.99 U: V OUT: 2705.89 .N 6p_, PROP. 8" C900 �\ \ / Xp WATER LINE \ _ 18 ° 20 PROP MH 41 \ / INV OUT: 2706.47 \ \ / 19 I \ o \ \BLOCK 12 PROP. FH - - N PROP. FH - - ------ 21 ----- ---- 20 SW o�3W 81 I � FOUND MONUMENT AT 11 2't COMMON CORNER OF �I F _; 23, 24, 25, & 26, 18.6'tT3N, R1 W. 4.1't EX. SEWER MAIN CONNECT TO EX. WATER MAIN I Sri 29 N I ID Q N N O 30 ? to J IZ I 31 PROP. FH I 32 I BLOCK 13 I 33 34 I 35 I 36 1 PROP_FH I I -PROP. FH \ 37 /-8 BLOCK 13 \ PROP. 8" C9007 \"O P, 39 WATER LINE L N PROP. FH 00 - 1 - PROP MH 57 n _ n N INV OUT: 2696.44 _ -"m 1 N89`11'36"W 1285.93' 0 -HOLSTEIN DR co \ � APN: m \ - - S1226417350 \ APN: \ S1226417250 \ APN: S1226417300 I ,EX SS MH 2 INV IN: 2683.97 EX. WATER LINE �I EX. OVERHEAD / ' POWER I I 40' EX. R/W 48' PROP. R/W 20.8't I I I I I CONNECT TO EX. WATER MAIN FOUND MONUMENT AT E j CORNER OF SEC. 26, T3N, R1W. �_S89'11'36"E 40.00' APN: S1225233910 NTS NORTH GRAPHIC SCALE IN FEET 0 40 80 160 O U Ln Q � � ro N o � a o ° N o oo z z z o � m 0 N o } w oo J Y y o o O L ■ � N c o o , o m o cv O ,n \ Ln o m w ooz ��m o Z m } m 0 m M W W LLJ z Z Y N Q Q (n Q W I- LLI N N 0 0 U 0 `r NAL E NsF�� i 16551 OD s 2/3/220 0 6F VIP �P PROJECT NO. 93802000 DRAWING NAME 2000-EP. dwg 11 OF 12