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m= <br />16 0. \ 36" Rap. Inv. (S\=9220.-,\ I .Inv. (W) 927.. 1. LEGEND <br />1-24" RCP Rcp V ��_- Y9 i 2 ��1-1 �Ll\Y �. G \ In-:. (W)=927 7 36" Rap _ _- _ __� _ _ - <br />mmiiiivEXISTING PROPOSED <br />--<��«-- - <---<<- - - -- --- - «-- - -«---« - «---« -«-\ «---« ___ --=c< \« Rim 928.0«---«---i« _ -« __`_____ -_�` _--- --- PROPERTY LINE <br />« - « « ----- ____ ------ _____________ ------ -- ---- ---- - --- --- - - EA <br />f---- �___ -- - EASEMENT LINE ______ <br />___ �_ --- -_ - --_ --L- ____ _____f _____ ___a^u'___ Tol Inv.. SW 920.5. o. l° ° -78'" Rcp. - 1�_. -<-- <br />/--------- - ( ) i -------------- --_-�_ < , <br />a. <br />v.-9068 v i Inv: 9 7.3 L 15" Rc Inv=9273 -- - ---�__ --- -- -�_-_ -�- -- - - -- --I-- �80_-- - <br />---- ----- -- --- _ - L-- - - - -- - - = - � - \ BITUMINOUS PAVEMENT <br />P zl-` � - -_�� - =� _ --� �- _ «- a -<-' L <br />- - -92t1- 4 -« r - 8 "" Vc <br />8" Rap i ��� 8�--_ - - ---Z�_<`p\<---<-- _ / <br /><� - --- --- -- - SMH - / <br />--�yr--��� '-- <�-�<- <-- <-- t<-=1<--�< �-� -<-<- 26- J'- 1 Rap- ❑ E\n = a e = saw one one <br />< < - 8 �< <_ <IF 931.4 <br />- - - _ -e I j8" \ n 9 s.s / CONCRETE WALK -- <br />•• -•°' ne �•L -�n�-�.�-�M1e one one olie-r�e�.-�4e Lh -'$ ane gone one -« oneanel oli� ane one one one one °,` n one ne / ane / L a J a <br />ohe M1 h /_ _ _ �� _ PATIO PAVERS <br />-----_T� - - 2i.5 e ----- <br />- M e • - / N °, G I v = s \g Pi _ SANITARY SEWER ->--->- « <br />•-�' <br />®• \ ee� �9z4 / i� .�\� ` a• \ II 7 • T / / WATER MAIN ---- <br />•: ® ••••.e.® �Z?v/ �/ \ /J/ `\�--- �` \ II II 28�28.1 I• I / �` \ I / / STORM SEWER �-»� <br />\• ®•• e ` « L 1 II 2-7 /) ( OVERHEAD UTILITY oh. <br />•p ®• �•,Rs / x I / /--- / ( l DRAINTILE <br />t t _yp� _ ®• iT I � w I I 27. � - -SILL FENCE- �-� � 1 <br />t ®• / « / 2 * - (TYP)/ / 1 FENCE <br />tttIF t AI / :•�-/�� / / r �• \ DOUBLE SILT FENCE \\ ' \ �j// ��� 11 / �2 46\v / /T // // / 1 \ \ WETLAND ---- <br />�p/ (\ . •• n / / x ROCK CONST. / / \ ►BUILDING SETBACK <br />/, •,• ®T--��- /� \ \ ALONG WETLANDS I /•/ C / ENTRANCE / / / \ Gv <br />/ t J / / /•••• ® / \ \ (T\'P) \ / •• 2 / / �/ / \ GATE VALVE HYo ❑ <br />ry • • • h, J \ ♦ «•°/ << '/ • 1 \ / / I HYDRANT <br />- - / Fit t t Lt �^ ®/� \ ® / \ / \ �'o ® ° ® / / / 1 \ / I SANITARY MANHOLE O <br />/�? t t / / • \ I I • 0 / s 28.7 N • • :� STORM MANHOLE O SMH <br />J /a gp4l %a•'•: • -e / 3.6 a� \ t <br />�/� I•• �e�� ®� ®®s® ®® \ \ \ I / r 27. � \28.5 \ \ \ \ 11 \ / I GUARD POST Q <br />// ®yew•®/ 9?s ®® \\ \ I /• •� 5.5 m 23. 9 `y$ \ \ f, LIGHT POLE <br />t t 9ry 5.1 ••e. % \ / / L Oh g eTw 928.o B \ \ \ \ �\ 1 CLEANOUT o <br />• r \262 \ \ 24. ••®• \ / ®®• �0• .10o ry0 928.o - \� \\ \ y \ I I �` SIGN Ta <br />� / L ° • \\�� \/ /•« / / ( ry �hK 0 / O \�27. �� \29. \ \ L --J \, TELEPHONE BOX ET ❑ <br />oaf / /� \ I ( •" \ �/ / \ 20.7 27 28 U \ \ ELECTRIC TRANSFORMER ❑ <br />• •� \ 2 .5 ry0• • \��- ��L •®• \ / \ / 2 \ O'(° �� \ is I TELEVISION BOX 0 <br />o�G / I �� �® •'� \ 9?a\ r �••••e•-�'• \ 1 V 29 p� \ \ \\ �p I I HAND HOLE 0 <br />I ��� 6y6�/ ; \ \ \••\/ 9V� �° \ \-_�® •=_•®• / g1k \ / a 26!3 � i 29. \ \ Yv \ �I ELECTRIC METER Ep o <br />B 9za.0 > ��\�$�/� /' \ � � � ELECTRIC PANEL ❑ Ta <br />ZZ � j / \ 91� \ \ \ r \ 6• /\\ \ \ f \ TELEPHONE BOX JB ❑ <br />/ � \ 1 ®•• 26.0 \ \ A.r \ 2 / % / �a2 \ \ `I UTILITY BOX ❑ <br />••' \ N. <br />\ �� _1sue / TIP -OUT CURB / r r / I L `I / c \ \ \ \ EUTILITYIC DOE Im o <br />•• .1.aj / ,ip (TYP----- ) �/ / L ^' ^a)° ` <br />\ .1 / / �9 ry6 V I / �!y . cc 29. ♦ \ \ I GUY WARE <br />\\ f • \\ 4�, / / 9 \� r r O 27.5 ` 8.9 \ I 10' CONTOUR -920 92G- <br />=��� \ \ 2' CONTOUR --ins-- -918- <br />•a r <br />/I\ URB ELEVATIONS <br />J / 0 n�1•' 1 / LL - SPOT ELEVATION <br />%\ / I y /.a s ���� L1��0 ' i 27.7 P7x" / a 8.8 �� A 3 1 \ / / ARECTO GUTTER LINE) =3- �Q--E__ �� <br />27.8 `� �/ ai \ TOP OF CURB ELEV. T 44.3 <br />I 1 t �Da D� / ` \e / s� �, / 29 / QQ- `('/ / g GUTTER LINE ELEV. G 43.8 <br />It <br />m m� : V r \ I 1 E.O.F. <br />I 0 N \ \a, \ %�q•/ / / a r r / / .8 9� �� \ 27.4� `27.8 28.2 / 30.5 x 3� 2 \ \I 1 EMERGENCY OVERFLOW 414, <br />a000.0 <br />t \er I ( r �' 26.5.-�� \ 8 .8 I 1 SILT FENCE a • • • • • - <br />1 tt 1 \I °� / / 27.0 i `7 g2 I ` ROCK CONST. ENTRANCE <br />\ s ..9?F / G 31.4 r \ i r IN 8.2 29.5 1 •BUILDING SETBACK ONLY S1WMN IF IT OCCURS OUTSIDE OF AN EA ENT AREA <br />UNDERGROUND FILTRATION t I\ _- 24.0 ` \ / 27.1 -9 r I I <br />SYSTEM 20 / \ / f 2 .5 \ \ •h\ X.7 <br />ADS STORMTECH MC-3500 tt 8 �`` h�G 31.17 / i rp BTM SAND EL = 910.50 It \ r�� r 28.8 27/ I lO � ° v V I I <br />BTM ROCK EL = 912.00 Q r / I I <br />BTM CHAMBER EL = 912.75 <br />�r /7• i 31. j <br />\ TOP CHAMBER EL 91.50 I 1 t6\ /F ry /r �j \ G 31.23 r / \ 27.6 928 <br />TOP ROCK EL = 917.50 k r ° <br />\ OUT EL = 913.70 1 • 9 • /ry- .r °' r7 9 \ / <br />100 YR HWL = 915.28 I I 1 l \ \ G 31.3 r o / ��-_�� 31.1 <br />' I \ \�•® Q 27.6 Z <br />/ 28.1-I r 31. <br />` I <br />• litl G 31.2 1 �� °,i\0.0, / L' \ <br />_ - \ \ / / l I I • \ N I Tx <br />27. .--- 9a I 31. s <br />\ \�/ / \®Jl I n, G 31.2 % ,p / 7.7 d• s� 30.8 v �? <br />``�--� r ~�� /A ti' u I I m { 31.5 \�\ <br />-\ ` ♦ \ : / I G 31.0 / \30. <br />\ \- �• / r29.9 10 / 26. ` \ I 30. I 32.31 32.9 <br />_ / °.. 1 •� 9 6 4• ~ r 1 I b I 30.2 <br />_ \ •• I j G 31.3 - r 30.7 29 9 94 r 26.8 <br />1 25.1 , 126-4" <br />d l 24. 25.7 r I I 0 I I l 3 <br />d I����ssti l �,� <br />\ 1 DOUBLE SILT FENCE d to N a m m o I `� 2$, I ti• I 1 I l I < 32 <br />1 ALONG WETLANDS � d � � q'Z I G 31.23 r•' �--- °' 9.4'LO ---- <br />-91 \ ( (TYP) A •® I \ 20. i N i � X0.7 30. 29.3 26. s?e <br />b"t 4 l 31 4 <br />r1 <br />\ A TM 9.0 •• \ I G 31.17 K <br />BW SU 0.0 0\ I N .5 \ <br />I 94F A 28.4929. \ N <br />G31.1 � I � 1 ,o� ccl I ♦I <br />A I <br />28.9 I <br />9.6 2a2 2T I 24.2 24 5 24.2 24.2 \ 24.6 2 9 25.2 s� I LK 1 932 00 <br />ew 920 <br />. II •• ;' I i9ry8 _ 24.8 2 9A._ << I �d 1 v •®° <br />DA <br />\. I <br />• <br />\ \ TW 920.0 <br />\<\ ` BW 910.0 <br />TW 911.0 i� • <br />It BW 910.0� • <br />bt <br />\ <br />% <br />\ \ J 4,;� \ \ • ® 20.E <br />•• m'm r• .or!o .nog NI <br />\ o O N+a W 6 ,be <br />\ \ \ •• rr <br />\ i •I \ , \ \ _ T <br />\ ' <br />v \ <br />♦/1 v \ <br />` 9: 4 \ <br />/ 918-- <br />'V 25. <br />1 24 1 L. 4L43 1.4 <br />« 23.7 24. 2LL 7 24.2 <br />23.7 24.2 23.6 23.4 3 B� 24.2 <br />3.1 <br />o <br />•, \ 24.8 4.8 23.9 G 24.2 <br />4.2� 4 <br />�\916Nw ll <br />9281, <br />30 <br />i <br />G 25.)/ <br />1 I I24.2 25.0- / I i I `-^4 k <br />G 25.1 i/ \\ 1 I a l +•r^' <br />I <br />I <br />2: <br />I <br />to i \� \� J� El <br />I I <br />I 14 4 <br />,26.3 I <br />1 <br />\ <br />i •J. <br />- <br />®•��� <br />l <br />28.7 <br />• - <br />29.6 <br />~ <br />ROCK CONST. ; •j <br />ENTRANC •• i <br />057 51 <br />v <br />26.1 <br />,�` <br />-00 <br />i so <br />27.1 <br />27.3 <br />28.1 <br />�, �« i Rim=929.3 <br />`06. <br />2 <br />im=926.7 <br />Inv.=925.0 <br />--I v. (VrD& 2 <br />�� •' <br />/ <br />L` <br />(E)=919.4 <br />��� <br />� Lo <br />G 25(s\=9iq <br />! YY •-� <br />\ <br />a <br />29.6 L� <br />/ <br />os� <br />a -- « -< <br />- <br />r <br />3�3vA <br />rm <br />9 I <br />°vimA <br />Via.• <br />_ 3.B, oVV <br />930 -9'32 <br />934 Xle �°`v,� 31 2 T/\ <br />KG 26.8 / V ASV v� <br />T 25"8 F\ <br />qv In 216 I I °\ <br />i I���� <br />/i r <br />I <br />L <br />-- - -- - - -- `936 _ <br />1.5 <br />s 35. <br />34.8 <br />a. <br />1 • <br />31/7. <br />/ <br />1. Minnesota Department of Transportation <br />Geodetic GSID Station No. 101265 (MnDot <br />Name 6205 C) - Elevation 909.15 ft. <br />(NAVI <br />2 Ramsey County Benmark No. 9059 <br />- Elevation 962.42 ft. (NAVD88) <br />CALL BEFORE YOU DIG <br />DOUBLE SILT FENCE <br />ALONG WETLANDS <br />(n'P) <br />N <br />0 20 40 80 <br />(IN FEET) <br />Know what's below. <br />Call before you dig. <br />J <br />Q <br />Z W <br />v <br />0 <br />G Z FIn <br />U <br />al <br />Z <br />Z W C <br />i <br />U <br />IY <br />Z <br />i <br />W W <br />in <br />a <br />0 <br />JIn <br />m <br />Z <br />0a <br />O <br />U <br />O z <br />w <br />Ln <br />EEL-ui <br />17r1 <br />Ln <br />n <br />ooi <br />a <br />Z <br />w <br />m <br />a, <br />V <br />° <br />w <br />U1 <br />49 <br />2 <br />U. <br />VTLZ <br />o <br />DI <br />III <br />Ia <br />si <br />w <br />m <br />oS <br />a <br />a <br />e <br />co <br />F <br />Z <br />0 <br />J <br />W <br />H <br />a <br />a J <br />o <br />0 <br />Q <br />N <br />1••1 <br />1- <br />Ll. Z <br />C 0 <br />= <br />Z <br />W <br />C: <br />F•1 0 <br />Q <br />O <br />W W <br />Z <br />J <br />Z <br />O <br />LU CV) <br />LLn <br />az <br />W z <br />OQ� <br />W = p <br />0 <br />Q <br />0 <br />Zoe <br />LU <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 />P.E. <br />Signature: <br />gqW��ilke, <br />dl <br />Date: 07/01/24 License <br />#: 53182 <br />C/ .1 <br />of <br />$ <br />s <br />