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y - <br />- --- --. <br />- _ <br />- 15 RCP. <br />Rm=9300 <br />__ <br />_- -- -- <br />CORE -DRILL MH & CONNECT <br />V R m 929 8 <br />i,, (m) 9232 <br />W/WATER-TIGHT CONNECTION <br />{9,53 <br />C6 <br />Hl� HWAY_gF <br />6 ReP <br />R1-928e8 i,, ( 921 s <br />=9oa2 24 RCP <br />EX. IE 906.8-8" EX V- <br />2 <br />Inv: (W) 921 J 1 - 36 RCP <br />---PR. <br />IE 906.9-8" S <br />9zeo- <br />--- - --------------- <br />- -935.7 <br />(FIELD VERIFY) - - - --- <br />- - - <br />-- -- --- <br />_- - _� <br />szo.fi T --- <br />P <br />-- -- __ -- ---- �< e" veP <br />Inv 9068 <br />- --- - --.. <br />+ <br />- ----- - - <br />-.-. -. . MH -- -_ C\ ..- <br />J <br />----L ---- --- 1- <br />-- ---- <br />Rm=920.8 -../L 15' Rcp-7 <br />F Inv.-90J - <br />�� �` -- <br />L F--9'S.1 --.- <br />IuI 9213 I <br />I i-- --- -1� +--_- <br />_ _. G.; NWker T •:�. ..I��V (SW) 92Q5 � <br />-1--B•rR-P --- ----- <br />+ 8,. VcP <br />18' Rcp- 3 f <C- <br />y <br />1- y-' V P �� - LJ �< SMH Rim=9235 <br />g <br />-_`-� <br />�]_<- <br />V P -< < <-- <br />_ <br /><---< CLEAE -- <-- <br />Z_ <br /><-- �--<- <-- <br />8. V <br />< --� -<-- � -<- <br />y •µ."' - <br />-<-- < -- �- <br />- -- <br />- < ll-. < --<---<-- <br />18 Roop- I v. 29 - <br />11 <br />�T R 931.4 <br />5 MH Inv. 9 fi.fi <br />906�D5 <br />aM1e <br />S H IieL/ M1 e ehe <br />ehe ehe ehe S H he <br />she she <br />ohe hull ohe ohe <br />oM1e of aM1e <br />oM1e oM1e <br />I <br />oM1e oM1e _ <br />-V <br />1 v= <br />206 <br />35-6" PVC / N nv.=9s., -� - - - - -II 1 <br />1_Rm=9257 I L <br />O 1.0X � I _ 111 lii 1 f CUT INTO EXISTING <br />INSULATE SAN SWR W/4" - WM & CONNECT <br />RIGID POLYSTYRENE - - - - - - W/45*BE�8� <br />CLEANOUT INSULATION - - EXTEND CULVERT. 8" G.V. & BOX <br />IE 907.25 /�I `\ SALVAGE FES IF I n \�� (FIELD VERIFY) <br />80'-6" PVC CLEANOUT POSSIBLE. <br />®10R IE 908.74 CLEANOUT \♦ FES IE 920.4 \ \\ <br />1� 69'-6' P S IE 910.10 \ \ \ \ 8" X 8" TEE <br />01.0 - - - ♦ I / A W/8" G.V. & <br />/ r-, <br />68'-6" PVC / \ \ ` \ / L \ \ \ BOX <br />02.0% / \ / \..\ ,A I I <br />\ 63'-6" PVC <br />/ ® 911.36 <br />1 3 <br />UNDERGROUND FlL ATION \g <br />SYS M 20 <br />ADS STORMTECH MC 3500 \ <br />BTM SAND EL = 1910.50 <br />BTM ROCK EL=/912.00 <br />BTM CHAMBER EL - 912.75 <br />TOP CHAMBER EL 916.50 A <br />TOP ROCK EL/- 917.50 <br />HN¢ <br />OUT E.r = 913.70 \ <br />100 YR = 915.28 <br />HYDRANT W/G.V. r <br />\ t 6" X 6" TEE <br />\ ♦ \ - GND. EL. 919.9 III <br />1 ` \ <br />1 I \ <br />" <br />/'i <br />45' <br />jBENDS <br />HYDRANT W/G.V. <br />8" X 6" TEE <br />GND. EL. 931.3 <br />6" REDUCER - <br />STORM <br />SEWER <br />v A `♦ I <br />\ \ <br />a\\ - BEND <br />�\ �f \\ <br />Gov <br />°O \J 22.5' <br />\\v BEND V <br />� \\� <br />\Tq v <br />\ 0 <br />o A <br />\ ° \ 45 & / <br />22.5' / <br />\ \ BENDS <br />HYDRANT W/G.V. \ <br />,i, 6" X 6" TEE \ <br />GND. EL 922.9 <br />x A <br />\ <br />Oo \ k <br />\ J <br />.v' V \J <br />zoo ♦ \�, \J <br />\ \ \ \ <br />0°4, \ <br />HYDRANT W/V.V. <br />8" X 6" TEE <br />GND. EL 927.3 <br />STORM <br />SEWER <br />REPLACE EXISTING COVER <br />NTH NEENAH R-1733 <br />STORM <br />SEWER <br />45' <br />BENDS <br />SUMP <br />STRUCTURE <br />1 H <br />\ STORMWATER POND 10 <br />NWL EL = 915.00 <br />\ 100 YR HWL = 919.07 <br />1 <br />I <br />1 <br />i <br />I <br />I <br />1 � <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />LEGEND <br />EXISTING PROPOSED <br />PROPERTY LINE -- <br />EASEMENT LINE - - - <br />--------------------------- BITUMINOUS PAVEMENT [ - - 0 <br />CONCRETE WALK <br />PATIO PAVERS <br />45' <br />1 <br />BEND <br />1 <br />1 <br />I- <br />I <br />1 I <br />� I i- <br />Hm1 <br />Ir <br />I <br />E> I L - - - - - - - - - <br />I � <br />V <br />STORM <br />EWE -- / <br />v <br />V <br />LL v <br />f REPLACE EXISTING COVER <br />�o m-9293 NTH NEENAH R-1733 <br />1 <br />Rim 926J <br />-Inv (W)=918.2 V / <br />Inv (E) 919.4 V <br />M Inv (Ok91111 <br />I<21 Rc <\ GV <br />J: 1m 93 o <br />0 <br />8" X 6" TEE <br />Ri =924.3 <br />a 921 ,, \o\ STORM <br />REPLACE WATERMAIN AS V A _ VSEWER <br />REQ'D TO MAINTAIN A vVV \j\ °\� _ A_�__ --- i� y <br />MINIMUM OF 7.5' OF COVER. \ ° \ i <br />\Y-1 R'm=923.8 40 A <br />t •.. vU Inv.=920.8 <br />I <br />1 1 <br />\ I <br />I I <br />I <br />\ I II <br />\ � I <br />f I <br />\ I I I <br />I <br />\V I 1 <br />\ d <br />\ tr 1 <br />1 <br />II <br />SUMP <br />STRUCTURE <br />II II <br />84" CMP UNDERGROUND <br />STORMWATER SYSTEM <br />\ T\ BTM PIPE = 927.50 <br />OUT EL = 931.50 <br />H % �� J TOP PIPE EL = 934.50 <br />¢ �? 100 YR HWL = 934.08 <br />�TTx <br />•.11 <br />1 i c <br />HI Ii 11 r <br />P <br />ILI ���� ♦♦ F ' <br />II V <br />Ir.11 4 R ` F <br />III <br />♦ i <br />v/� ♦1 <br />CURB LINE <br />-__ <br />___ <br />SANITARY SEWER <br />>--->- <br />->- <br />WATER MAIN <br />-- <br />STORM SEWER <br />-»� >> <br />DRAINTILE <br />- - - <br />OVERHEAD UTILITY <br />ohu <br />FENCE <br />WETLAND <br />- - <br />- - <br />*BUILDING SETBACK <br />GATE VALVE <br />GV <br />HYDRANT <br />o <br />SANITARY MANHOLE <br />O <br />STORM MANHOLE <br />O <br />SMH <br />GUARD POST <br />G <br />LIGHT POLE <br />CLEANOUT <br />cc <br />o <br />SIGN <br />TELEPHONE BOX <br />TB <br />El <br />ELECTRIC TRANSFORMER <br />eT <br />❑ <br />TELEVISION BOX <br />12 <br />HAND HOLE <br />HH <br />0 <br />ELECTRIC METER <br />EM <br />0 <br />ELECTRIC PANEL <br />9 <br />❑ <br />TELEPHONE BOX <br />TB <br />El <br />UTILITY BOX <br />a <br />❑ <br />ELECTRIC BOX <br />EB <br />0 <br />UTILITY POLE <br />g <br />GUY WIRE <br />"BUILDING SETBACK ONLY SHONN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA <br />UTILITY PLAN NOTES <br />1. SANITARY SEWER, WATER MAIN AND STORM SEWER <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST <br />EDITIONS OF THE CITY OF ARDEN HILLS STANDARD DETAIL <br />SPECIFICATIONS & THE MINNESOTA PLUMBING CODE. <br />2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR <br />ALL WATER MAIN AND FORCE MAIN. <br />3. A MINIMUM OF 2.0 FEET VERTICAL SEPARATION SHALL BE <br />REQUIRED FOR ALL UTILITY CROSSINGS. <br />4. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED <br />WITH CITY OF ARDEN HILLS PUBLIC WORKS DEPARTMENT. <br />5. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. <br />ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED <br />ELEVATIONS. <br />6. ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, <br />HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE <br />PROJECT IS COMPLETE AND TURNED ON. <br />0 30 60 120 <br />(IN FEET) <br />1. Minnesota Department of Transportation <br />Geodetic GSID Station No. 101265 (Ml <br />Name 6205 C) - Elevation 909.15 ll <br />(NAVD68) <br />2. Ramsey County Benmark No. 9059 <br />- Elevation 962.42 ft. (NAVD88) <br />CALL BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. <br />J <br />F <br />Z_ W <br />i <br />U <br />Z E <br />N <br />Z <br />Z > Ix <br />F <br />U <br />W W <br />u' <br />Z <br />i <br />0 <br />a <br />0 <br />m <br />Z <br />0Q <br />O <br />U <br />O z <br />LU <br />/ <br />� <br />U)001 <br />ui <br />r; <br />Z <br />w <br />> <br />V <br />0 <br />ni <br />n <br />U l <br />w <br />X <br />V <br />C <br />Za <br />z <br />C <br />N <br />w <br />co <br />= <br />a <br />rn <br />40 <br />N <br />00 <br />W <br />O <br />M <br />r <br />FI <br />Z <br />0 <br />ate+ <br />Q <br />Jpes <br />Q <br />VI <br />c <br />2 <br />to <br />J <br />U- <br />~ <br />2 <br />W <br />Fee <br />ce <br />O <br />Z <br />sel <br />Isse <br />Z U) ,I <br />LU O <br />Z <br />az Ln <br />Z <br />�W <br />a� <br />W = p <br />I-J <br />W N O <br />CDU <br />Fee N <br />Zcn <br />LU <br />Fel <br />Cd <br />r <br />REVISIONS <br />1. 07/17/24 Per City Comments <br />DRAWN BY: <br />DJW <br />DESIGNED BY: <br />DJW <br />ISSUE DATE: <br />07/01/24 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am <br />a duly <br />Licensed Professional Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Dan 1. Wilke, <br />P.E. <br />Signature: jgiG/,y <br />Date:07/01/24 License <br />#: 53182 <br />C6 <br />of <br />8 <br />