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LEGEND <br />lets QWorerLeo <br />rA <br />INSTALL NEW HYDRANT (PER WAT-1 DETAIL) <br />6" GATE VALVE & BOX <br />FG G HYD = 874.5 <br />19 LF 15" RCP CL3 0 1.3% (LENGTH INCLUDES APRON) <br />APRON 101 <br />RCP APRON <br />INV = 868.25 <br />REMOVE & REPLACE BITUMINOUS AND CURB & GUTTER AS <br />NECESSARY TO INSTALL NEW UTILITIES. <br />CONNECT SAN UNE TO RV DUMP STATION <br />CONTRACTOR TO ADD METER AND SOFT BAR GRATE TO DUMP <br />STATION. ADD BACK FLOW DEVICE INSIDE THE MAIN BUILDING <br />ON THE WATER SERVICE TO WASH OUT THE HOLDING TANKS <br />AT THE DUMP STATION. COORDINATE WITH CITY'S UTILITIES <br />SUPERVISOR- JOHN NELSON <br />FG ELEV = 872.8 <br />NEW INV=967.8N <br />YARD <br />11 <br />CONNECT TO EXISTING STORM MANHOLE <br />CORE DRILL EXISTING MANHOLE TO ACCEPT 15" PIPE <br />RIM 873.66 (EXISTING/VERIFY) <br />INV 864.9* (EXISTING/VERIFY) <br />INV 866.50 (NEW/VERIFY) <br />REMOVE & REPLACE ASPHALT AND CURB & GUTTER AS <br />NECESSARY TO INSTALL NEW UTILITIES. <br />PAVEMENT AND CURB & GUTTER SHALL COMPLY WITH <br />CITY OF RAMSEY SPECIFICATIONS <br />CONNECT TO EXISTING 6" PVC SANITARY STUB <br />SAN MH 1 (PER SEW-1&2 DETAIL) <br />CAST R-1733 <br />RIM 874.85 (NEW/VERIFY) <br />INV 862.55 N (EXISTING/VERIFY) <br />INV 862.65 S (NEW/VERIFY) <br />REMOVE & REPLACE BITUMINOUS <br />AND CURB & GUTTER AS NECESSARY <br />TO INSTALL NEW UTILITIES. <br />STORMWATER CONTROL STRUCTURE (PER DETAIL ON C7.0) <br />RIM= 873.00 <br />INV= 868.00 <br />RV/CAMPER DUMP STATION <br />HYDRANT 3' ABOVE FG (FOR CAMPER FILLING) <br />260 LF 2" ENDO PURE 200 PSI WATER LINE <br />(BORE WATERLINE UNDER ASPHALT PAVEMENT) <br />/ <br />1. <br />7 N <br />i..:* <br />Zn � <br />fn <br />0 Ili <br />0 <br />\ ID ,..-. <br />Pt <br />y`� <br />0. <br />CONNECT TO EXISTING 6" DIP STUB <br />14 LF 6" DIP WATER UNE <br />6" STRAIGHT FITTING CONNECT AT NEAREST JOINT <br />(NO SLEEVES WILL BE ALLOWED) <br />2EA.- 45 DEG BENDS <br />WAT TOP= 866.0 <br />/ <br />1¢6 / <br />6•\/ <br />04) <br />R 4/N <br />tc <br />Raj, <br />/ <br />oRO <br />414, <br />O,Qti Ali <br />�I <br />2EA.- 45 DEG BENDS <br />WAT TOP= 866.0 <br />I I <br />• <br />PROPOSED STORM SEWER <br />PROPOSED WATER LINE <br />PROPOSED SANITARY SEWER <br />PROPOSED HYDRANT <br />PROPOSED MANHOLE <br />UTILITY GENERAL NOTES <br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY <br />RELOCATIONS. <br />2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT <br />THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY <br />COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND <br />COMMENCING WORK. <br />3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE <br />WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING <br />STRUCTURES AND/OR PAVEMENTS TO REMAIN. <br />4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING <br />CONDITIONS AS EXIST IN THE FIELD AND AS REPRESENTED WITHIN THE <br />PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT <br />AND BEGINNING CONSTRUCTION. <br />5. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT <br />THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY <br />COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND <br />COMMENCING WORK. <br />6. WATER LINE TO BE MINIMUM 8.0 FEET DEPTH. <br />7. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF <br />CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW <br />UTILITIES. <br />8. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF EXISTING UTILITIES <br />ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. <br />9. ALL SANITARY SERVICE PIPE AND FITTINGS SHALL BE PVC SDR 26. <br />10.ALL WATER PIPE AND FITTINGS 6" OR SMALLER SHALL BE DIP CLASS 53. <br />ALL WATER PIPE AND FITTINGS 8" OR LARGER SHALL BE DIP CLASS 52. <br />11.ALL WATER SERVICES SHALL BE SPLIT OR REDUCED WITHIN THE EXISTING <br />BUILDING. <br />12.ALL HDPE WATER PIPE AND FITTINGS SHALL CONFORM TO THE <br />REQUIREMENTS OF AWWA C906. <br />STORMWATER REQUIREMENTS: <br />Volume Reduction Requirement: <br />-TOTAL REQUIRED INFILTRATION VOLUME <br />• I" X 49,081 SF = 4,090 CF <br />* POND IS WITHIN WELLHEAD PROTECTION AREA AND INFILTRATION <br />CANNOT BE PROVIDED ON SITE. <br />O � <br />EXISTING WATER UNE AND WELL TO <br />REMAIN FOR EXISTING IRRIGATION <br />SPRINKLER SYSTEM. <br />EXISTING EQUIPMENT FOR SPRINKLER <br />SYSTEM IS IN BUILDING_ <br />SALVAGE & PROTECT EXISTING WATER UNE. <br />67 LF 6" DIP WATER UNE <br />VERIFY EXACT LOCATION WHERE PIPE <br />EXTENDS INTO BUILDING PRIOR TO <br />INSTALLING ANY NEW UTILITIES <br />PROVIDE INSULATION ABOVE <br />EXISTING SANITARY SEWER UNES, <br />INSULATE UP TO MANHOLE <br />`'r/sue <br />CONNECT WATER UNE TO INTERIOR WATER UNE. <br />oJ1/4 . <br />1,9 <br />OFF <br />CONNECT TO 2 EXISTING 4" PVC SANITARY UNES <br />CORE DRILL NEW MANHOLE ONCE EXISTING SANITARY <br />INVERTS ARE VERIFIED <br />SAN MH 2 (PER CITY DETAIL) <br />CAST R-1733 <br />RIM 874.70 (NEW/VERIFY) <br />INV 867.7 N (NEW/VERIFY) <br />INV (UNKNOWN) E (EXISTING,VERIFY) <br />X <br />0 30' <br />SCALE: I" = 30' <br />CALL 48 HOURS BEFORE DIGGING: <br />GOPHER STATE ONE CALL <br />TWIN CITY AREA 651-454-0002 <br />MINNESOTA TOLL FREE 1-800-252-1166 <br />DESCRIPTION <br />w <br />w0 <br />�z <br />w <br />Q <br />0 <br />0 <br />0 <br />0 <br />DESIGN BY: <br />0 <br />0 <br />0 <br />DRAWN BY: <br />z <br />CHECKED BY: <br />UTILITY PLAN <br />NO.: 18-0269.01 <br />0 <br />0 <br />N <br />L <br />cn <br />0 <br />-v <br />4) <br />c <br />0, <br />U) <br />0 <br />0 <br />0 <br />0z <br />Z Q <br />T-w <br />ww <br />>z <br />DZO <br />W Z <br />ZjQ <br />(7)� <br />N <br />N <br />I M <br />of <br />N <br />(0 <br />LC) N <br />Z <br />W <br />W <br />N <br />W N <br />W CO <br />Ct CO <br />(~/) N <br />CD <br />H N <br />MI <br />CC M <br />�N <br />0 J <br />- <br />z <br />2 <br />V) <br />a--� >: <br />CC z-o E u <br />c <br />ca <br />ca > O <br />O "Q <br />= - 0- > >: <br />E"c2 1") <br />co - o E <br />a <br />(/) <br />U <br />CO <br />CL <br />SHEET NO. <br />C5.0 <br />