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CORE DRILL! <br />Ex. s mi <br />RSI 977.4 <br />INV. 902.110 <br />V. 903.5 <br />CONCRETE <br />SPILLWAY <br />26L15 RCP CUII 0 1.0% <br />15 "RCP FES <br />INV. 903.80 <br />70LF- 15"RCR CUII 0 0.00 %1 <br />76LF- 15 "RC1,1 CUII 0 0.00 %I <br />15 "RCP FE (2) <br />INV. 904.0 \ <br />15 "RCP FES (2) <br />INV. 904.0 <br />REMOVE EXIST. <br />CULVERT <br />CONCRETE <br />SPILLWAY <br />+-•E1y In Lot 7 <br />CONCRETE <br />PED RAMP <br />REMOVE <br />CULVERT <br />�/ A <br />/ STMH <br />�� RIM 90 .0 <br />�" /INV. • ■2.25 <br />10LF -15 "RCP CUII 0 0.32% <br />/ i CORE £' <br />INV. .1111 <br />? •••' a EX . <br />T <br />INV/902.05 <br />% <br />152LF -15 "RCP CUII 0 0.32, / <br />CB 5 <br />RIM 9 .0 <br />INV. '•2.50 <br />I / <br />N89•05'08"W <br />• - .DENOTES FOUND MONUMENT <br />o - DENOTES MANHOLE <br />® - DENOTES CATCHBASIN <br />IP - DENOTES UGNT POLE <br />SS'" — DENOTES STREET SON.. <br />ew —e— - DENOTES SIGN <br />xm DENOTES HYDRANT <br />Ty O - DENOTES TELEPHONE PEDESTAL <br />tt 0 — DENOTES ELECTRIC PEDESTAL <br />TV O - DENOTES CABLE TV PEDESTAL <br />990 - DENOTES MAILBOX <br />0 - DENOTES WOODEN PST <br />-• -- DENOTES FENCE <br />-•• -- DENOTES UG ELECTRIC UNE <br />-." DENOTES UG GAS UNE <br />DENOTES UG TELEPHONE UNE <br />--en DENOTES OVERHEAD POWER UNE <br />o - DENOTES BUSH <br />x-na 8 - DENOTES DECIDUOUS TREE. <br />9etw9 * - DENOTES CONIFEROUS TREE. <br />BB - DENOTES ELECTRIC HAND HOLE <br />- DENOTES GAS MARKER <br />O - DENOTES SANITARY MANHOLE <br />- DENOTES WATER VALVE <br />DENOTES SPOT ELEVATION <br /><�. - DENOTES PROPOSED STORM SEWER <br />0 N - DENOTES PROPOSED CATCHBASW <br />• - DENOTES PROPOSED STORM MANHOLE <br />- DENOTES PROPOSED WATERMAN <br />DENOTES PROPOSED SANITARY SEWER <br />30LF -8 DIP <br />WATERMAIN <br />(7.5' MIN. <br />0 <br />ERVE <br />OVER) <br />7OLF -6 "PVC SDR26 SANITARY <br />ERVICE 0 1.0% MIN <br />\� FFST "PVC CLE: • T <br />90.) °e�.�i11 <br />VACATED LOIS LANK DOC. NO. <br />S. gin of tat 9 <br />1. EXISTING WATER PRESSURE (FROM OTT OF LINO LAKES) <br />919 GPM - 2. ORIFACE <br />60 PSI STADCE PRESSURE <br />53 PSI RESIDUAL PRESSURE <br />30 PSI PT <br />N <br />0 <br />2. CONTRACTOR TO REMOVE EXISITNG GRAVED. PARKING AREA <br />AFTER PROPOSEDC PARKING LOT CONSTRUCTION I5 COMPLETED. <br />3. CONTRACTOR TO BEAVERTA9. PROPOSED CURB AND GUTTER AT <br />DRIVEWAY ENTRANCES TO LAKE DRIVE AND LOIS LANE <br />4. CONTRACTOR TO PROVIDE PAVEMENT MARKINGS AS SHOWN <br />8 <br />U1 <br />