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:7. <br />Rim=930 0- <br />_- <br />9232 ( I \1 \ 955 3 R m 9289 "f/ Inv: (E) 927, 7 - - <br />RCP ' V 11 GROWN �361 Rcp Inv (t -92P 0 11 Inv. (W) 921 1 36" Rep <br />-----__--_ v --- _� -- --- -_ - ��-------- --------- --- <br />�_ -- - « z< -«- -«--- -- _« R 92a0 «- ---- __- ----- -- <br />--««- «-_ - --_ _ --- --- --- --- _ _ <br />--- ---- - --- Inv E 9206 <br />- / <br />9P93 -.- M _.-_ -. -- R'm=920.8- LLL>-7 ia... --.--FAFI- --r GOser��� I 1��I((SW) 9205. d 18 RcP-- ----.. H �V-_<Cydp,/ � <br />_ _ _ <br />I v.-9068- 1 - -� --- --- - VcP - Inv.=9235 ` <br />--�_-�_� -� -- -�� --- - ----��+=-_9 +e:Lrzp <br /><- - �RIT 931.4 h / 1 <br />sMe 7 „n, - i Anne 11 one Ota Roo J nne one Berl -m =9 s.s n <br />T ne ne ne one <br />r _ Nnv.-915.1 _� �-- Iv fi .H - - <br />® �® �924� �i / ` � _ _ � � _ � � -\ , Rim-925. a \ II� ROCK CONST.- <br />t S o ENTRANCE <br />Mply <br />\ �� •" e /y y!-/% --� \ \ DOUBLE SILT FENCE •t/�',� J // // / \ /// /���\ <br />��• / ? ® ALONG WETLANDS <br />91 1( r I 1 ,r,/ <br />\ R( All, <br />�.01/ typo/ \ \ \ \ \ \ L J / <br />V L9gA , 9]fl(! <br />92, <br />\ i _ I / / <br />_ <br />oN <br />UNDERGROUND FILTRATION SYSTEM <br />20 1 r <br />ADS STORMTECH MC-3500 , 1 I e• <br />BTM SAND EL = 910.50 I <br />BTM ROCK EL = 912.00 / I I I•' <br />BTM CHAMBER EL = 912.75 • \ <br />TOP CHAMBER EL = 916.50 / <br />TOP ROCK EL = 917.50 <br />OUT EL = 913.70 / I •14 <br />100 YR HWL = 915.28 <br />)DOUBLE SILT FENCE <br />ALONG WETLANDS <br />-&M`` \\ \ ) (TYP) l <br />\ <br />\v \ \ % ew <br />slo. <br />lW 9]00 <br />SIM BW 9100 <br />3� <br />r <br />\ \ / • <br />\ <br />\\ <br />ar <br />,� , s <br />S _T, <br />I <br />Lt <br />'yA� <br />�9 ,ab <br />/ N-V <br />I <br />`936 <br />.v. <br />IMSS I�== <br />I 9� <br />/ I <br />• �� --92 w STORMWATER POND 10 <br />? o \ \ NWL EL = 915.00 <br />\ -922_ 7N 100 YR HWL = 919.07 <br />Ilk o s \ \ <br />• <br />I <br />i_j <br />=ZI-9,6 <br />\ \ <br />�A <br />so <br />I \ <br />l <br />SI FENCE <br />J I \ \ <br />\ v \ \r.� <br />`4.l 9 <br />/sIl I- - j(.. i <br />DOUBLE SILT FENCE / <br />ALONG WETLANDS <br />(TMP) <br />• RIm=929.3 1 / <br />\/ cV. <br />ROCK CONST.-' <br />°o �� _ _ _ - �� ENTRANCE 9 <br />_ <br />ROCK CONST. _ _ <br />AV%ENTRANCE <br />\ 4 <br />1 pp <br />�In)zo� 1 - - - - - - - <br />938 <br />L • <br />\ 84" CMP UNDERGROUND II <br />�i • e STORMWATER SYSTEM III <br />BTM PIPE = 927.50 <br />J ili L \ OUT EL = 931.50 <br />y \\\\ TOP PIPE EL = 934.50 <br />100 YR HWL = 934.08 I I I <br />_II / �\\\\ -9r� \ \\ I <br />m�V\� \ \� <br />\ \\ \\ ` ✓�� / <br />\14 <br />A� <br />v <br />e ' <br />li <br />�� <br />� �% v <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />-- <br />EASEMENT LINE <br />- <br />- - <br />CURB LINE <br />----------- <br />BITUMINOUS PAVEMENT <br />r <br />0 <br />CONCRETE WALK <br />- - <br />PATIO PAVERS <br />SANITARY SEWER <br />--->--->- <br /><< <br />WATER MAIN <br />---- <br />STORM SEWER <br />OVERHEAD UTILITY <br />en <br />DRAINTILE- <br />FENCE <br />x x <br />WETLAND <br />- - - - <br />*BUILDING SETBACK <br />GATE VALVE <br />GV <br />M <br />HYDRANT <br />o <br />50� <br />SANITARY MANHOLE <br />O <br />STORM MANHOLE <br />O sMH <br />GUARD POST <br />° <br />G <br />LIGHT POLE <br />CLEANOUT <br />cc <br />0 <br />SIGN <br />TELEPHONE BOX <br />re <br />❑ <br />ELECTRIC TRANSFORMER <br />ET <br />❑ <br />TELEVISION BOX <br />TV <br />0 <br />HAND HOLE <br />HIT <br />o <br />ELECTRIC METER <br />EM <br />0 <br />ELECTRIC PANEL <br />9 <br />❑ <br />TELEPHONE BOX <br />re <br />El <br />UTILITY BOX <br />e <br />❑ <br />ELECTRIC BOX <br />EB <br />0 <br />UTILITY POLE <br />a <br />GUY WIRE <br />1E' CONTOUR <br />-9® <br />9f- <br />SPOT ELEVATION <br />(CURB ELEVATIONS <br />OQ 0 <br />00.0 <br />ARE TO GUTTER LINE) <br />x y <br />TOP OF CURB ELEV. <br />T 44.3 <br />GUTTER LINE ELEV. <br />G 43.8 <br />E.O.F. <br />EMERGENCY OVERFLOW 4040 X <br />000.0 <br />SILT FENCE + • • • • • - <br />ROCK CONST. ENTRANCE <br />*BUILDING SETBACK ONLY SHOWN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA <br />GOVERNING SPECIFICATIONS <br />1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR <br />CONSTRUCTION" AND THE CITY OF ARDEN HILLS SPECIFICATIONS. <br />2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (MMUTCD). <br />3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF <br />MINNESOTA (CEAM) STANDARD SPECIFICATIONS. <br />GRADING NOTES <br />1. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION <br />SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND <br />SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND <br />ELEVATIONS OF EXISTING UTILITIES AND PAVEMENTS PRIOR TO <br />THE START OF GRADING CONSTRUCTION. THE CONTRACTOR <br />SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OF <br />VARIATIONS FROM THE PLAN. <br />3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD <br />SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL <br />OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR <br />LANDSCAPED. <br />4. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE BUT <br />IN NO CASE LATER THAN 7 DAYS AFTER GRADING COMPLETION. <br />5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CAT.1 <br />EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL <br />N <br />0 30 60 120 <br />(IN FEET) <br />1. Minnesota Department of Transportation <br />Geodetic GSID Station No. 101265 (MnDot <br />Name 6205 C) - Elevation 909.15 ft. <br />(NAVD88) <br />4. 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 />Q <br />Z W <br />v <br />0 <br />G Z F <br />Ln <br />U <br />LU <br />a) <br />z <br />Z > C <br />i <br />t9 tr > <br />Ur <br />u <br />f <br />W W <br />in <br />a <br />0 <br />J <br />m <br />Z <br />0a <br />O <br />U <br />O z <br />w <br />f <br />Ln <br />� <br />L <br />i <br />ul <br />Ln <br />n <br />ooi <br />z <br />w <br />m <br />a, <br />V <br />7 <br />° <br />M <br />w <br />log U 1 <br />� <br />o_ <br />� <br />1 <br />VTZ <br />0 <br />o0j <br />w <br />ai <br />a <br />a <br />e <br />coILI <br />t- <br />Z <br />0 <br />J <br />W <br />H <br />a <br />a J <br />o <br />a <br />C <br />F•1 <br />Q <br />p 0 <br />= <br />U <br />Z <br />W <br />C: <br />F•1 0 <br />O <br />[9 W <br />Z <br />J <br />ZLU <br />O <br />CLU <br />G <br />LLf1 <br />az <br />W z <br />.j <br />W = p <br />>�� <br />0 <br />Q <br />0 <br />Zoe <br />LU <br />t- <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 me or under <br />my <br />direct supervision and <br />that I am <br />a duly <br />Licensed Professional <br />Engineer under <br />the <br />laws of the State of Minnesota <br />Name: Dan 1. <br />Wilke, P.E. <br />Signature: <br />i'G1 <br />Date: 07/O1/24 License <br />#: 53182 <br />c7 <br />of <br />8 <br />s <br />