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F&I <br />3'-6" DIP <br />6"GV&BOX <br />HYD @ 869.1 <br />117 <br />118 <br />118 <br />RAMSEY BLVD NW <br />VALVE <br />1+77.08 <br />TP=858.16 <br />880 <br />875 <br />870 <br />865 <br />860 <br />855 <br />850 <br />h 00 <br />840 00 00 <br />FINISHED GROUND PROFILE OVER WATERMAIN <br />EXISTING GROUND PROFILE OVER WATERMAIN <br />7 5'•MI N COVER <br />ONNECTTEEXWM <br />38+-80;3 • <br />`TP0858.381F)ELD'VERIFY) <br />' EXISTIN 3 GROUND' OVER'WATERMAIN <br />- FINISHED GROUND`, OVER WATERMAIN <br />c+ <br />00 <br />LD <br />oo <br />m <br />Do <br />Do <br />( <br />GENERAL CONSTRUCTION NOTES: <br />1. SET UP BYPASS PUMPING PRIOR TO START OF CONSTRUCTION. <br />BYPASS PLAN SHALL BE SUBMITTED TO THE ENGINEER PRIOR <br />TO CONSTRUCTION. <br />2. CONSTRUCT TEMPORARY WATERMAIN AND SERVICES PRIOR TO <br />START OF CONSTRUCTION AS NECESSARY. TEMPORARY SERVICE <br />PLAN SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO <br />CONSTRUCTION. <br />3. VERIFY LOCATION AND ELEVATION OF EXISTING SEWER AND <br />WATER PRIOR TO START OF CONSTRUCTION. <br />4. WATERMAIN STATIONING SHOWN IN BLACK IN PLAN & PROFILE <br />VIEW. STREET STATIONING SHOWN IN GRAY IN PLAN VIEW. <br />5. CONTRACTOR SHALL UTILIZE SINGLE AND DOUBLE TRENCH <br />BOXES AS NECESSARY TO CONSTRUCT SANITARY SEWER <br />SANITARY SEWER NOTES: <br />1. ALL SANITARY SEWER PIPE SHALL BE SDR 35 <br />UNLESS OTHERWISE NOTED. <br />2. STATIONING IN PROFILE VIEW REFLECTS <br />PIPE STATIONING. <br />3. GRAY STATIONING IN PLAN VIEW REFLECTS <br />STREET STATIONING. <br />WATERMAIN NOTES: <br />1. WATERMAIN SHALL HAVE 7.5 FOOT <br />MINIMUM COVER UNLESS OTHERWISE <br />NOTED. OVERDEPTH SHOWN SHALL BE <br />INCLUDED IN UNIT PRICE BID FOR <br />WATERMAIN. <br />2. HYDRANT ELEVATIONS ARE GIVEN TO <br />FINISHED GROUND. <br />3. TH 10 WATERMAIN CASING SHALL EXTEND <br />10' MIN BEHIND BACK OF CURB <br />4. CONTRACTOR SHALL SUBMIT TEMPORARY <br />WATER SERVICE PLAN FOR APPROVAL <br />PRIOR TO CONSTRUCTION <br />STAGING NOTES: <br />1. SEE REMOVALS SHEETS FOR WATERMAIN <br />REMOVALS, SANITARY SEWER REMOVALS, <br />PRIVATE UTILITY REMOVALS & STAGING OF <br />REMOVALS. <br />EX 20".WM( <br />60+00 60+50 61+00 61+50 <br />0 <br />HORZ. -- <br />SCALE <br />ms <br />s <br />25 <br />50 <br />FEET <br />VERT. <br />SCALE <br />10 <br />FEET <br />01 00 <br />C <br />CO COE <br />0 <br />n d; O1 <br />llD� EO <br />CO 00 CO <br />F&I <br />8" PIPE PLUG <br />N <br />0i <br />00 <br />II <br />g <br />tzt <br />En <br />2 EA CONNECT TO EX SAN SEWER <br />(FIELD VERIFY) <br />880 880 <br />870 <br />- 1 865 <br />870 <br />865 <br />860 860 <br />/ u <br />=PCUG <br />'80+00 00 <br />TP=85a.58 <br />18" STM <br />ITV =$61.03 <br />855 855 MINI18"SEPARATION <br />INSULATE CROSSING IF LESS THAN 24" SEPARATION <br />EESHEET UT13 <br />Iu <br />2-12"GATE VALVE &BOX <br />SEE SHEET UT13 I <br />(MH'10) <br />38'+:071, 64.83''L7 <br />h-86B:77 <br />BLD WITH' <br />bE5'd0:6T-60 <br />1=8517.67'27"'N <br />1=852.19'8" W <br />1=850.61.27" E <br />PVC SbR 2fi 0.40% <br />850 85O (SAN STUB) <br />80+00.O0,,11.D0' RT <br />1=852.51 £" E <br />845 1 845 <br />840 <br />M <br />840 0 <br />0 0 �� 00 <br />00 00 03 <br />CO 00 <br />GATVAIN <br />6• +32:7.2• <br />T11859:64 <br />TP=859:64 <br />CONNECT TO E)C SAN <br />IF ELD VERIFY <br />m <br />C <br />00 CO <br />62+00 62+50 62+75 80+00 80+50 81+00 <br />I HEREBY CERTIFY THAT TM PMAN, SPECIFICATION, ORREPORT WAS PREPARED <br />BY ME OR UNDER MY 0I11ECTSUPERVISION ANDIHAT I AMA DULY LICENSED <br />PROFESSIONAL ENGINEER UNDERTHE IAWSf]VjI1E STATE OF MINNESOTA <br />ZACHARY F. LINGL <br />55394 <br />BOLTON <br />& MENK <br />7533 SUN WOOD DR NW, SUITE 206 <br />RAMSEY, MINNESOTA 55303 <br />Phone: (763) 433-2851 <br />Email: Ramsey@bolton-menk.com <br />www.bolton-menk.cam <br />co <br />co co <br />City of <br />RAMSEY <br />(EX MH -149) <br />81+73.$5.1:87: RT <br />R=$ 6.29 <br />1=850.4 27" W <br />1=850.7: 27" E <br />I 'I <br />•f� <br />( <br />GATE•VAL•VE <br />81+50.31 <br />TP=S`59.56• <br />81+50 <br />DESIGIaD ZFL <br />KA li <br />GG <br />a¢aED <br />KPK <br />01DNER01x0. <br />CO <br />CO <br />CO <br />F&I <br />12" GATE VALVE & BOX <br />20" X 12" REDUCER <br />1 EA CONNECTTO EX WM <br />AVE NW <br />COUNTY R/W <br />COUNTY R/W <br />83+00 84+00 <br />EX 27" PQA <br />F&I <br />12" GATE VALVE & BOX <br />F&I <br />12" X 6" TEE <br />44 LF 6" DIP <br />6" GATE VALVE & BOX <br />1 EA. CONNECT TO EX WM <br />FINISHED GROUND PROFILE OVER WATERMAIN <br />EXISTING GROUND PROFILE OVER WATERMAIN <br />H <br />'RECONSTRUCT MAINAGESTRUCTOR <br />1 EA FRAME& RING CASTING <br />R=867.38 <br />60' DIAMETER WFIELDVER)FY) <br />n <br />coco <br />cofoo <br />82+00 <br />ED <br />N <br />1 <br />co <br />12 <br />WM <br />GONNECT.ZQ FX.WM <br />Lam 11(FIELD,CERIEY) <br />GATE VAIN <br />83+,7,1.9 <br />TP=85718 <br />% EXISTIN"E GROUND:OAR WATERMAIN• ' • ' • • <br />FINISHED GROUND OVER WATERMAIN <br />EA.1.9cl' ul M N M <br />oq 00 F CO to 00 <br />O <br />00 <br />O1W <br />Go0 <br />875 <br />870 <br />865 <br />850 <br />845 <br />h n <br />03 00 840 <br />82+50 83+00 83+50 83+75 <br />S.P. 0202-116 (TH 10), 5.P. 002-596-026, S.P. 002-656-001, S.P. 002-657-003 <br />US HWY 10/169 IMPROVEMENTS <br />RAMSEY BOULEVARD <br />SANITARY SEWER & WATERMAIN PLAN <br />SEE SHEET UT14 7 <br />SHEET <br />UT 14 <br />OF <br />UT 31 <br />