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SEE SHEET 12 <br />__ <br />1 1 — --- <br />J L- WATERMAIN <br />I I SANITARY SEWER <br />1 \ ^ I I > STORM SEWER <br />SEE <br />+ --J ✓ ' ® WATER SERVICE <br />i <br />NOTE 02 SANITARY SEWER SERVICE <br />STORM DRAIN INLET PROTECTION PER CITY <br />STANDARD PLATE N0. 2511 AND2,00 <br />3 <br />0 00 _ _ J CARSON COURT L 190.19 <br />R 25.00 n --_ <br />r - - - - <br />SAWCUT 34LF <br />---__ AND MILL 8 SY SEE -7 �`\ V 91 <br />BITUMINOUS NOTE �3 <br />j PAVEMENT m <br />BEGIN STREET \ \ \ SEE <br />RUCH <br />^ CONSTRUCTION \/ NOTE ® \ � <br />I STA RUC I I r`I <br />I I i I I <br />I r r <br />,50 <br />I I I I <br />scan w n. <br />990 990 <br />LOW POINT ELEV = 970.49 <br />LOW POINT STA - 2+18.22 REFERENCE NOTES: <br />PVI STA = 1+77 O SAWCUT AND MILL SHALL BE PER+. PVI ELEV - 969.78 3 <br />965 A.D. - 5.44% 985 02 CONTRACTOR SHALL SALVAGE THE <br />K = 27.59 CONCRETE MANHOLE COVER, SALVAGE A <br />1-FOOT MANHOLE BARREL SECTION, <br />II m 150' VC INSTALL THE SALVAGE MANHOLE COVER <br />AND FURNISH AND INSTALL A NEENAH <br />960 980 R-3067-V CASTING. PROPOSED FL=970.11. <br />+ II o^ II m "+� (3 CONTRACTOR SHALL ADJUST THE R-3067-V <br />II m CASTING. PROPOSED FL-970.11. <br />CONTRACTOR SHALL SALVAGE THE <br />975 N II F �I r II 975 CONCRETE MANHOLE COVER, INSTALL THE <br />SALVAGED 1-FOOT BARREL SECTION, <br />INSTALL THE SALVAGED MANHOLE COVER <br />AND ADJUST THE R-3067-V CASTING. <br />PROPOSED FL=971.41. <br />970 T 970 <br />965 965 <br />960 ',, 960 <br />955 955 <br />950 — 950 <br />945 EXISTING STORM SEWER 945 <br />rvo m� <br />m n h o N <br />940 m m m w w m 940 <br />0 1 2 3 4 <br />DATE REVISION mar,SHEET <br />„u,,,,„,la,= RrAE r� STREET AND STORM SEWER1 <br />r s,a„dbly a, RUM RIVER HILLSIDE ESTATES CONSTRUCTION PLAN <br />"Mss LLANTSU WYOA9&H "OF1 IDRS TWELFTH ADDITION CARSON COURT <br />Dale 3/1a/zERAI J. Jo uM. P.E. c�J �� CITY OF ELK RIVER, MINNESOTA HZ <br />c. No. <br />