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HomeMy WebLinkAboutR-374002F r J W W La. CL (A N N Q. Q. Q. ru1 0 U w w Z 3 3 w z IM 8 O 7 N U CL V a a O � c U N w a' M--1 N.-I L) C► W V) I.- 10 m \ o a p► .0 D Am �I C FL O a C] W U 1 Z W s Z O VV 2 m c W z W J W k, o W c W Y U c N m U m N _ D X J O z 0 10 20 40 Q W W Q I A x M W z W J W r1 - WpO Y co 22.8 22.61 x x " II I CIO. �Oq / 0 i� � CALL 2 WORKING DAYS BORE YOtJ DIG 0 811 EX. PAVEMENT TO REMAIN EX. PAVEMENT TO BE REMOVED CB PROTECTION T SC/D MO PLAN HARPER ENGINEERING ADDMON 3W 1/4 SECTION 18, TWP. 23 N., 131IMe 5 E., WM. RECORD DRA MING 23.41 23.67 _j : i Ni 23.07 23.29 23.91 �•C 23.96 � �II 23.61 II X C/� Q \ !2 Q �sr I 2. } 4 FENCE ENCROACHMENT II - ----- ------ - - - - - - - - - - - - - - ° c� i II ------_ -- _ ____ ________ -_ __ 4 _ �e8 --�� -� _____- __- __- ________- ___________ -___ __- ______________ -__ -�� ____________ ______ __ _ -_ __ -_ __- _______ __ I,OOIp� EX CV IV of Cv m - - - - - - - - - - - - �- RW =21.39 RW =21.55 4 t to *18.46 2' N (12" N 1E =18.26 (12 -S fC ca $4 x� _ t RIM =21.95 \ _ 00 } - --- -1E =19•f�9 �i� EX. PAVEMENT EX. 60 LF f 2" >- ' � - - - - - - - - - r - - - - - - - - - - - - -- 1E- 17:68(12 fi x TO REMAIN � I '�,� 1E =18.27 (6" NWT _ --- - - - - -- -- -- - - - --- _- -_ - - -- // !! /,-EX. 22 LF -_. I v) ---- - - - - -- ! 12 SD 3f �LFEX. LSD ' . Ij�I� CA • -- - - - -�� .- = I U - I I II t7 co -. r 01 \ !! !I M I 11 EX. S MH I W EX C8#0 I EX. IS 0 loll'. 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PAVEMENT TO REMAIN EX. PAVEMENT TO BE REMOVED CB PROTECTION T SC/D MO PLAN HARPER ENGINEERING ADDMON 3W 1/4 SECTION 18, TWP. 23 N., 131IMe 5 E., WM. RECORD DRA MING 23.41 23.67 _j : i Ni 23.07 23.29 23.91 �•C 23.96 � �II 23.61 II X C/� Q \ !2 Q �sr I 2. } 4 FENCE ENCROACHMENT II - ----- ------ - - - - - - - - - - - - - - ° c� i II ------_ -- _ ____ ________ -_ __ 4 _ �e8 --�� -� _____- __- __- ________- ___________ -___ __- ______________ -__ -�� ____________ ______ __ _ -_ __ -_ __- _______ __ I,OOIp� EX CV IV of Cv m - - - - - - - - - - - - �- RW =21.39 RW =21.55 4 t to *18.46 2' N (12" N 1E =18.26 (12 -S fC ca $4 x� _ t RIM =21.95 \ _ 00 } - --- -1E =19•f�9 �i� EX. PAVEMENT EX. 60 LF f 2" >- ' � - - - - - - - - - r - - - - - - - - - - - - -- 1E- 17:68(12 fi x TO REMAIN � I '�,� 1E =18.27 (6" NWT _ --- - - - - -- -- -- - - - --- _- -_ - - -- // !! /,-EX. 22 LF -_. I v) ---- - - - - -- ! 12 SD 3f �LFEX. LSD ' . 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