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LEGEND <br />lets Q /1der rA <br />19 LF 15" RCP CL3 0 1.3% (LENGTH INCLUDES APRON) <br />APRON 101 <br />RCP APRON <br />INV = 868.25 <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 />INSTALL NEW HYDRANT (PER WAT-1 DETAIL) <br />6" GATE VALVE & BOX <br />FG O HYD = 874.5 <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 />UTILITY EASEMENT <br />/ / <br />STORMWATER CONTROL STRUCTURE (PER DETAIL ON C7.0) <br />RIM= 873.00 <br />INV= 868.00 <br />RV/CAMPER DUMP STATION <br />REMOVE & REPLACE BITUMINOUS AND CURB & GUTTER <br />AS NECESSARY TO INSTALL NEW UTILITIES. <br />CONNECT SAN UNE TO RV DUMP STATION <br />FG ELEV = 872.8 <br />NEW INV = 967.8 N <br />YARD HYDRANT 3' ABOVE FG (FOR CAMPER FILLING) <br />260 LF 2" DIP WATER UNE <br />(BORE WATERLINE UNDER ASPHALT PAVEMENT) <br />44 QQ <br />k. <br />�42 <br />O <br />CJ <br />2 <br />CI <br />/k, <br />/1 1� <br />;°f. <br />/ 10 d <br />N co <br />`.. <br />CONNECT TO EXISTING 6" DIP STUB <br />14 LF 6" DIP WATER UNE <br />6" STRAIGHT FI TING CONNECT AT NEAREST JOINT <br />(NO SLEEVES WILL BE ALLOWED) <br />2EA.- 45 DEG BENDS <br />WAT TOP= 866.0 <br />1¢6 <br />fr <br />1. <br />0 N <br />i CY)* <br />n <br />Z <br />fn <br />0 III <br />77 <br />\0 <br />ID ,...-. <br />PI <br />y`� <br />fa <br />0. <br />64 <br />OipW <br />Itp <br />4NF <br />Raj, <br />0RO <br />O,Qti Aik li <br />�I <br />2EA.- 45 DEG BENDS <br />WAT TOP= 866.0 <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 Sc 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 . <br />CONNECT WATER UNE TO INTERIOR WATER UNE. <br />/-- <br />6>S <br />SO <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 />w0 <br />�z <br />w <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 />0 <br />cn <br />0 <br />-v <br />4) <br />c <br />0, <br />U) <br />0 <br />0 <br />0 <br />C_DZ <br />Z Q <br />T-w <br />ww <br />>z <br />DZO <br />W w Z <br />ZjQ <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 />((1) N <br />H N <br />CC M <br />�N <br />0 J <br />W <br />V) <br />> c <br />cc cu <br />-aE <br />c <br />ca > <br />L � <br />>E "c2 5)) <br />>_ <br />ca - o E <br />a <br />U <br />CO <br />CL <br />SHEET NO. <br />C5.0 <br />