Laserfiche WebLink
I' • <br />- <br />NO. STATION DESCRIPTION <br />i <br />p <br />26 10 R +00 <br />MARTINSON <br />o <br />33.88 <br />� <br />CL3I REO D <br />36.83 <br />r <br />O <br />w <br />n.l <br />20'X IB ° R.C.C.P CL. <br />\3.7� <br />0. L. 10 2 <br />2323.05 <br />W <br />26.10 <br />31,10 <br />a <br />35.30 <br />36.10 <br />N 1\ <br />_ <br />36.60 <br />EDGE OF PAVEMENT <br />24.68. <br />H <br />+ EXISTING ; <br />23.73 <br />24.78 <br />27.76 <br />(n <br />N DITCH Z 1 <br />i1 <br />BM 4 <br />I H <br />I <br />" <br />+ <br />36' <br />I 12' -LEFT - <br />24.80 <br />I i i <br />1 <br />I I <br />l I I <br />N <br />Z I <br />-i <br />0_ <br />I STA. 26+74 ___ <br />I -INLET 3=H'RECD <br />EL. GRATE 22.45 I as <br />27.90 <br />10.U <br />L.H.E. I I <br />33.60 <br />Z �+ <br />20'-12" R.C.C.P, 1 <br />'CL.ff RE0 D 1 <br />- <br />- -- 30.51 I I <br />687 - <br />29.5' /s" <br />24.98 <br />SIGNAL R.R <br />I' • <br />25.20 - <br />NO. STATION DESCRIPTION <br />W 2 6+87e t <br />25 <br />26 10 R +00 <br />-33 %15�R.CP <br />AN. MH 42'-18 <br />33.88 <br />ADJUST COVER <br />CL.ID. REOD I +' <br />CL3I REO D <br />36.83 <br />r <br />O <br />---?2-2 _-- - CU - - - <br />TOP OF CURB LEFT <br />14- <br />STA. 26+70 <br />25.20 - <br />NO. STATION DESCRIPTION <br />ELEV. <br />I C7 C#1 -BASRJ -HREO <br />581L 1230.12 <br />-33 %15�R.CP <br />L.N.E. EL. GRATE 22.45 <br />33.88 <br />35.35 <br />CL3I REO D <br />36.83 <br />r <br />O <br />---?2-2 _-- - CU - - - <br />TOP OF CURB LEFT <br />n.l <br />20'X IB ° R.C.C.P CL. <br />\3.7� <br />�-� <br />23.15 <br />2323.05 <br />25.10 <br />26.10 <br />31,10 <br />a <br />35.30 <br />36.10 <br />36.75 <br />_ <br />36.60 <br />EDGE OF PAVEMENT <br />24.68. <br />23.43 <br />BENCH MARKS <br />25.20 - <br />NO. STATION DESCRIPTION <br />ELEV. <br />4 25 + 00 PK NAIL IN 36" TREE <br />581L 1230.12 <br />5 31 + 54 PK NAIL IN 16" MAPLE <br />401 L 1237.11 <br />33.88 <br />35.35 <br />WITTE' S ADDITION <br />I BLOCK 4 Y- I. <br />I � 4 70253(7 Y % ' 36 I <br />ur ID 5926-I-70 <br />I + <br />5600-1-71 <br />LOT 10 LOT 9 co LOT 8 HERMAN J. LOT 7 I <br />IST. IGNATIUS CONGREGATION MRS. GUS GENZLER a FRANK S. KELLER v SUTTER -rn I 33. <br />INTO' CMCR EXT. I H G t G H + I III <br />REMOVE I H H N ROBERT V. I II H BM 5 1 <br />STA. 27400 I I J 01MOEN H ml 11 W II <br />12" RCCP 1 -INLET 3-H REOD I a -i I I + II III <br />III REQ D EL. GRATE 22j'g�5 9 I I II I 9' M I N <br />1P R CURB M 1 "' L. H. E. I _ _ - _ - - - - LI GAS <br />GN;-I-� GA - - - - - - _ R` 7s„ <br />-6 IN I t - _I_ _ - - _ - _ _ r - _ - _ - - - SNUT-OFF I 1 O \ METERS IN T III <br />- - 76.5 64' I 70 I 150' 100' 3 I <br />' I � <br />W � W <br />NTIE BOX CULV. W W 0.6' <br />(REMOVED BY OTHERS) EIGHTH 2e STREET N 4`- 55' W (MAG) 29 S.T.H. 1921 30 31 I <br />SAN. MH ADJUST COVER. rL OF CONSTRUCTION SAN. MH SAN, M <br />42'-12 RL.P S.S. ADJUST COVER ADJUST COVER Py <br />�V' CL II[ REOD i <br />a \ _ X <br />- - - - <br />$TA,27,+05YL49.75 I1II 5L.H.E.I-INLET 3-H REQ7EL. GRATE 22.38 � 1 1II 1 1 34' <br />0"-6 1NuoRB ION TO NET LENGTH I3.05 TO 26 + 96.15 ( H CD <br />OD m H o G H a+ I I III I <br />EMMA KAHL <br />co LAWRENCE J. IVERSON HENRY 0. HUSTAD J ALBERT NESHEIM I I II <br />`� a a LOT I I I III I <br />0. L. 108 <br />a <br />1 T =a BLOCK 2 <br />THOMPSON <br />o �� GORDON'S ADDITION <br />Q Q <br />h n OlfQj C n + N• } <br />25 + e o. ^I + + v 25 <br />b N ON nN A'N N i <br />N N F N.N N N 20'-I2CL IIL <br />RCCP <br />s : / <br />20'-•"CL.MR.CC.P X R= % R=OS I 216 20.5 _ 42'-16* GR.0.5 ^/e / <br />3iS� CL.L[ AGI -SS L, - GLM RGP-SS >O <br />19.76 _ I 18 GL.. - RCP -SS / <br />_ .1 19.30 19.55 20'- I2" <br />18.65 18.8 19.06 18f 65 / <br />IIGt P. II <br />17.60 Is.30 CLE7AON DITCH <br />f5 PROFILE FINISHED GRADE / PROFILE GROUND AT <br />STORM SEWER <br />AT OF CONSTRUCTION OF CONSTRUCTION <br />/ rL <br />230 / <br />PROFILE OF GROUND <br />25' LEFT / <br />228 / <br />226_ _ �� / / PROFILE GROUND <br />\ j / 25 RIGHT <br />224: <br />234 <br />232 <br />230 <br />228 <br />226 <br />224 <br />SIDEWALK LEFT <br />25.20 - <br />23.95 <br />23.35 <br />23-I� <br />25.18 <br />28.18 <br />31.18 <br />33.88 <br />35.35 <br />36.10 <br />36.83 <br />36.68 <br />222 <br />---?2-2 _-- - CU - - - <br />TOP OF CURB LEFT <br />- <br />- 25.00 <br />\3.7� <br />�-� <br />23.15 <br />2323.05 <br />25.10 <br />26.10 <br />31,10 <br />33.80 <br />35.30 <br />36.10 <br />36.75 <br />_ <br />36.60 <br />EDGE OF PAVEMENT <br />24.68. <br />23.43 <br />22.83 <br />23.73 <br />24.78 <br />27.76 <br />30.78 <br />33.48 <br />34.98 <br />35.78 <br />36.42 <br />- 36.28 <br />I 12' -LEFT - <br />24.80 <br />23.55 <br />22.95 <br />22.85 <br />24.90 <br />27.90 <br />30.90 <br />33.60 <br />35.10 <br />35.90 <br />36.54 <br />36.40 <br />CENTERLINE <br />24.98 <br />23.73 <br />23.13 <br />23.03 <br />24.72 <br />27.66 <br />30.66 <br />33.42 <br />35.20 <br />36.08 <br />36.72 <br />36.58 <br />12' RIGHT <br />24,66 <br />23.40 <br />22.95 <br />22.85 <br />24.50 <br />27.40 <br />30.30 <br />33.06 <br />34.85 <br />35.90 <br />36.40 <br />36.20 <br />EDGE: OF PAVEMENT <br />24.18 <br />23.18 <br />22.73 <br />22.43 <br />24.18 <br />27.08 <br />29.98 <br />32.68 <br />34.53 <br />35.68 <br />36.08 <br />35.88 <br />TOP OF CURB RIGHT - <br />24.50 <br />23.50 <br />23.05 <br />22.75 <br />24.50 <br />27.40 <br />30.30 <br />33.00 <br />34.85 <br />36.00 <br />36.40 <br />36:20 - <br />SIDEWALK RIGHT <br />24.70 <br />23.70 <br />23.25 <br />22.83 <br />24.58 <br />27.48 <br />30.38 <br />33.08 <br />34.93 <br />36.08 <br />36.48 <br />36.28 <br />25 <br />+50 <br />26 <br />+50 <br />27 <br />450 <br />28 <br />+50 <br />29 <br />+50 <br />30 <br />+50 <br />31 <br />