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REFERENCE NOTES: LEGEND <br />1� CONSTRUCT STRUCTURE PER CITY STANDARD PLATE NO. 2500. WATERMAIN <br />02 CONSTRUCT STRUCTURE PER CITY STAN OARD PLATE NO. 2502. > SANITARY SEWER <br />(3 CASTING SHALL BE PER CITY STANDARD PLATE NO. 2507. — > — STORM SEWER <br />I <br />® SAWCUT AND MILL SHALL BE PER �. ® WATER SERVICE 11 <br />3 ��ii�sSANITARY SEWER SERVICE <br />0 STORM DRAIN INLET PROTECTION PER CITY <br />STANDARD PLATE NO. 2511 AND( <br />3 I I <br />I I <br />L_ <br />\ BEGIN STREET _ <br />CONSTRUCTION <br />t 1 STA 6+23 , <br />1 3 <br />­11 IN <br />\ <br />� 1 <br />� I <br />1 <br />a "Co <br />—----------T r--CB— <br />01 100 <br />---v 24"X36 (R-3067—V)� <br />RIM-961.27 1 1 <br />\ \ INV-957.77 I 1 \ <br />__ _ I <br />\ <br />1 \ <br />rSAWCUT 34LF \ \ 1 \ 1 I \ \ <br />,1 1 AND MILL 8 SY <br />1 \ BITUMINOUS <br />\ \ PAVEMENT <br />SEE SHEET 12 <br />I j I <br />I � <br />I I I <br />I I I <br />I � I <br />I <br />I I I <br />I I I <br />I I I <br />I I <br />I I I <br />CB/MH 101 731LF0.916Y<2" RCP (IL,1) <br />® <br />H AVENUE �� <br />LOW POINT ELEV = 961.65 <br />980 LOW POINT STA = 8+69.83 LOW POINT ELEV = 962.12 960 <br />PVI STA = 8+40 LOW POINT STA = 9+55 <br />'^ PVIA <br />I ELEV = 961.43 PVI STA = 10+00 <br />+ m A.O. = 3.56% PVI ELEV = 962.39 <br />K = 25.29 A.D. = 2.99% <br />975 K = 30.07 975 <br />90' VC <br />O 90' Vc <br />970 + e u m 970 <br />OM T e m <br />m <br />-2.96% <br />965 N� <br />x o 1O w 3.59% a -1.01% w 965 <br />z <br />/ <br />960 —" — — — 960 <br />Q <br />955 .. 955 <br />950 950 <br />945 EXISTING STORM SEWER 945 <br />me _n <br />940 m a a w m 940 <br />5 6 7 8 9 10 11 11 <br />DATE REVISION mar,SHEET <br />d,.,nd I R TAIE r� STREET AND STORM SEWER�� <br />„ RUM RIVER S HILLSIDE ESTATES CONSTRUCTION PLAN <br />�" ar "MISS �NTSrn avoR"S,,& "G1 �eS TWELFTH ADDITION 195TH AVENUE <br />Dale 3/1a�ERAc 1. d cHU M. P.E. 23461 "armcJJ �� CITY OF ELK RIVER, MINNESOTA HZ <br />No. <br />