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9.d) 197th St Ravine Project3 CARNELIAN -MARINE -ST. CROIX WATERSHED DISTRICT CONSTRUCTION PLANS FOR 197TH STREET RAVINE STABILIZATION 'W' 51 N WAPIM THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISITNG UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES LSTATEONE TRACTOR SHALL CONTACT GOPHER NE CALL AT BDG -252-1106 AT LEAST S IN ADVANCE FOR THE LOCATIONS OF RHEAD WIRES, UNDERGROUND WARES. CONOUTS, PIPES, MANHOLES. VALVES'R BURIED STRUCTURES BEFORE 01GUNG. TRACTOR SHALL REPAIR OR REPLACE VE WHEN DAMMED DURINGCTION AT NO COST TO THE OWNER. Srafe Park C1 �.r Mann+ Si C° PROJECT VICINITY MAY PROJECT LOCATION JULY 2015 197TH STREET V.m A n , D Z)1 O �S- N:O t— RECEIVED CITY OF SCANDIA INDEX G-100 COVER AND INDEX SHEET C-101 EXISTING SITE CONDITIONS AND REMOVALS C-102 TREE INVENTORY PLAN C-103 SITE PLAN C-104 STORM SEWER PLAN & PROFILE C-105 RAVINE GRADING PLAN C-106 DETAILS C-107 DETAILS C-108 DETAILS LEGEND —�— WETLAND BOUNDARY CONSIRUCNDN WITS 730 EXISTING CONTOURS — — — — — EXISTING EDGE OF ROAD ------- EXISTING RAVINE CENTERUNE —0E— E)ISTING OVERFEAD POWER LINE E EXISTING UNDERGROUND ELECTRIC — NXXM — EXISTING COMMUNICATION IC/TION UNE EXISTING PARCEL LINE ❑ EXISTING CATCH BASIN �j EXISTING FES SHYER ---- EXISTING STORM E)OSTIIMs UTIlII' POLE EXISTING SIGN POST — — — — EXISW SEDBEINT BOUNDARY O EMSTNG TREE LOCATION x TREE REMOVAL PROPOSED CONTOURS PROPOSED STORM SEWER ® N:rPRAP OVERFLOW CHANNEL NIEX MUD ANT RAMNE 1-\ !`if,,EE 630 REMOVE DOSTING IRV. ELEV. 791.74 LF, 15' CPP O 14; ^ �X-`Y`1t'l 627 1.La 3 rte' 1 1fEE 6_1 I 1 r; - AREA OF SEDIMENT RiUwL _E_ nal \ rl Y.• I I (--3fEE 5`2 E44 i7SEE C�EE 6M �.. / , - n aEE 634 KfoEE J \ 1, (J�cEE 952 - ri gas 1} E E �{ 9.57 3- xcE C-_�REE Ev9 IrPE EE 36i "w—cc ell c0m---.aw—q7d.,..•—_py—�y CUI—ppll ow—ow OOr cm ooe •E—E----�E--}�E—�E----�E—ESE--C i r �• ^ — ----- ----- ! O? EE 862 7.+•'.^ 1\!,v—^---,.,� ` - \\\ 9 tFEE `@F,,E 864 \ 't � \ � EPEE ago r _ \ \ \\\p�Tr� j EE 8e9 — ^ '' � -r. •ll -' � \\ \L Y, i EE en'}? —�--Y \ \ AA7iy77 \ - 16901 197TH ST N. CITY OF WANDIA, MN S E:765TM1C CB STOOL \\ �. RMN ELEV. I \ INV ELEV. 704. \ p \ e� 1 '8o 11 �^ l ,rs 1 \1A NOTES: 1. TREES SMALL BE CUT AT GROUND SURFACE AND POSITIONED PERPEPOIC" TO SLOPE (DETAIL 1. SHEET C-107) 2. THE MA)MN NLWER OF TREES TO BE CLQ IS SHOWN, BUT ITS THE GOAL OF THE OWNER TO M9(MZE TREE CUTTNG. THEREFORE, THE CONTRACTOR SHALL COORDINATE WITH THE E'NGpNEER TO MINIMIZE TREE REMOVAL REMSION DESCRIPTION I DWNJ &PPI REV DATE 1 7'858 ,EC P73 IF.IN �I I I } EE 827 7 ,, ) .r,... 'i.. I I jE r1:_; ! I SEE 8?9 '._il E T3 1711J I I I I Cy. 8_4 ':}-E 821`"EE 852 ., �r . I I I 1 REE a16 I } i �— 'e GREE 526 OREE A2 '. •fFFE 831 /*f PtZE 832 fhrfI . '_ TFii } I 1 SEE OREE C) V } I / \ T17—E. 630 1,4l L; .-Y 0 -T f 5.. i o � O)REE 845 ( � ,EE 844 (%:EE 84E r•�P.EE 843 01, EE 271 �- �� 41 \�^ E_ R F CYEE 570 C%EE 84. C)IEE k�-EE c:3 ;f 875 r 872 0 QtPEE 846. PJAM 2 (NO WORT( PROPOSED) r�iaL' I r > aaPt spEn Tar` DO= S1IPERVISION /fd iNRT I AM A DILLY LKXRS® it L7NDCR Ta LAK OF THE A Or PRUE L: O -PEE 655 !7T' 0EE 1 f 1 u8 { } Ci3 (-EE 896 OPEE 577 I 1 I } I I 1 1 4 1 I I 4 1 44 I I l I 1 4 4 is I I 1 1 1 I 1 ",j'enck e tr�et u.oaua ma .., yra .... = welnnt we PIN nc w1-»s-�a�o womm. w 9115 m w1 -P Iw 1117TH SMW RAVINE SrAIXIM M CARNELIAN—MARINE—ST. CROIX WATERSHED DISTRICT EXISTING SITE CONDMONS AND REMOVALS N1i DY CFiI['O APP'D DWG DATE WAY 2014 CVE TES SCALE AS SHOWN ROJECT NO. SHEET NO.REV NO. 2264-02 C_ 101 1 Tr.a ID Di.—W On) sp.- 821 7 Biltmut hk iwy 622 6 sugw maW 823 12 B-Wd.r 624 B Slaw"W 625 7 Sww—pi. 626 6 HaeM wry 627 8 Sug. m.q. 626 9 Brd M 629 7 SQ. —pi. 630 30 sQw—pi. 631 6 Supw mpl. 632 29 8....-d 633 19 R.dwk 634 B supw —pr 635 6 SUpw m.pr 836 11 Sww—pr 637 6 Superr Ple 638 7 Sww—pr 839 7 SUW mapr 640 16 sags m.p. 641 6 Box.kl.r 642 6 Super—pw m 7 S.9. MPA. 644 9 Bft..d hickory 815 6 BtckM 848 B Brck.ah 647 7 Bi ck a.h 646 7 Brck.M 649 6 BrekM 660 6 Am.rkan akn 651 7 Brcka>h 652 7 BrckM 653 11 AmgirJn.1. 654 7 Bk k M ass B Wil. Hrdr 656 6 Bbck.01ow 657 13 UN.—.1 656. 7 Wit kkdl 659 9 Brck M 8B0 B BrckM 661 6 Brck h 662 11 Wit lids 663 6 BrckM 684 7 BrckM 665 7 Bi k.M BBB 6 BbckM eW 6 BbdM 66B 0 BbckM am 6 Btck.h 870 8 BtdtM 671 6 Btckah 072 B BrckM 673 7 Bbckah 674 10 Brck.M 676 6 Bbck.M 678 7 Btck.M 677 7 Brck.h 676 a Btck.h 679 9 Bbck M aw 6 Brck.h 681 B BrckM 882 9 BtdcM 683 7 Brck.M a: 1. NUUM OF TREES TO BE CUr a. 21. 2 TREES SHALL BE CUT AT GROUND SLWACE AND POSRWED PMPfDIC" M SLOPE (DETAIL 1 SHM C-107) Tr.. 10 Dbm.tr (m) Spd.. 684 6 Bh k wh 605 B Beck a.h 686 6 Brck.M 667 B Bbck.M 685 7 Brck.M 669 7 Btd.M 690 B Bl a.M 691 6 Brdr..h 692 6 Btck..n 693 6 Bbck.M 691 6 BYwk..h 685 6 Brek.M 695 7 Oi k..A 6W 9 Bbck.M 698 B Brek..h 699 B Brck..h 700 10 Swwr Pft 801 5 Sug. m.pl. 802 6 S g- —pl. ow 6 Brck..h 804 7 Bi.* h 605 14 Rd wk 605 B sugw maW 807 7 Supw rrl.W 608 27 Back.h 609 9 SUg. MOO 010 8 Brck.rr 011 8 Bbak.M 812 6 sup. m.W 813 7 Brck..h 614 7 Bbck.h 615 7 Brck.sh 618 6 Arrodpn elm 017 7 Brck.M 615 0 Brdc.M 819 7 Bh k..h 820 5 Btd M 821 0 BI.& 872 6 Brck.M 824 6 81-k ..h 825 7 sw. "Pl. 825 7 Brck.M ezr 6 su9w -.Pb 82B 28 su9.r mKm 828 0 Sww m.W 630.. 9 sups m.W 831 B Sup.r m.pr 532 7 SIW 533 6 SUpwrroW 831 0 Sww—pi. 835 7 SUM m.W 836 10 Sw.-0. 837 7 SUpw—pi. 838 6 sw.r m.W 639 B Ha M -M 8407 sw.—pi. 641 27 Sup. m.pe $42 6 Sug. maW 0/3 6 Sw. map. 644 11 Hadb" BIS 6 SLog-mapb 610 7 Supw n.W I— ID Ch.—W ln) Spd.. a" B sw. maW BIB 15 Box Md. 8/9 17 SWw.1" 850 B Sups—pr 851 9 Supe—pl. 852 12 sw.r MW 853 8 Sw. maW 854 B BUD. —PW 855 16 ft k.0- 658 6 sugw-pl. 057 23 Rad oak 850 11 Hadmeny 859 15 Haclbwry 880 7 Box alder 061 7 Bbck.M 062 9 Sups m.pr BB3 6 Sug. m.W BBI 14 Box M.r B85 13 Box elder BBB B Sup._W 867 B Sup. m.W BBB 7 Sw.r—W 009 13 Hadb.rry 870 14 B- Wd. 871 8 Sugar m.pr 172 9 Hxlmwry 873 9 Bug. maW 874 10 Bk kvM— 875 7 Box eWk 878 6 Sr Ar n•W en 9 sw.maW 878 7 Scow m•W 879 9 Swar maW ,w B n..ir� An elm BB1 B Box elver 882 9 Box alder 083 13 B- W.W PROTECT EXISTING INLET IN ELEV. 798:82 IHV. ELEV. 79449 -c[—cc—eE—cc—oE—OE—,oc—cE—cc �CE—a[—cc�- ceem—cm—m—cm—m—cm--cm1 WY—f10Y— IBI -2 (48' 0) WITH STOOL GRATE RPRAP RIM ELEV. 731.3 SEE DETAL AIV. ELE:V. 728.90 SW W. ELEV. 72$.50 HE FES PAM 1 FILL PROPOSED STORM SEM SEE DETAIL SHEET 3/C-108 SEE SHEET C-104 �r rw4 MH -1 (48' 0) WM STOOL CRATEoo RBI 'ECFV, 794.25 .-.00 REMOVE MkXIMUM 18' OF FROM WETLAND AS OIRECIED BY I TO 1E USED TO FILL CiREE P49 XFEE "328 X -` WEE 827 WV. F1EV. 791.74 SW S' sm �EE 825 W. FLFII. 789.01 TIE l 1 ~" T35 LF of 18' HOPE 4 _ OR -17 (IPS) FUSED PPE f I �T ,EE 851 Of 11 E 852 \ i �EE 849 ' � �' 1 i } y by •� _}, <'tpFE ` FiE 853 10 07EE 85 1 \ 00 000 c Ecf4l��REE I OYIEE 848 OPEE 861 (.Tv V- <-.5 '-,'VEE 555 comm 1. 1CONSTRUCTION ACCESS POINTS SHALL BE RETURNED TO EXISTING CONDITIONS UPON COMPLETION OF PROJECT. PROTECT E ASPHALT `a` ' IE�G1E7^TF ia..^qE—pEFEE {��—ac— { �� EE 862 \ 018E 8(,Yl.EE 864 r. :YEE 845 //''�� �itEE 8()REE EE 846 �� \\ -NEE QPEE 869 EE 843 (),EE 871 C :EE 841 \ \ _F,•1: 866 GlREE 870 .0568 EE 842 � \ a ` \ \ Cep EE 873 ,.-rEE 839 879 � iREE 874 tCE 872 0 - 0 \ q – - L TIF:=� 64or OEE 7�" \ \ F 5 \ `•1JF FCf Ek15TINIO PROPOSED RAW \ Ia6 \ SEE DETAL SHEET 1/C-108 \ 1 1 1 � 1 S 1\ r sFk I HEREW CEIM THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY LIE OR UNDER MY DIRECT SIPSMION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MNNESIDTA. ISSUE FOR BIDDING MPH TES 7-6-15 .`,..Xi•1 `;t �•--- 808E PLANS FOR REM# KBM 5-19-14 TODD L SHOEMk(ER REVISION DESCRIPTION DW'N APP REV DATE OAT-, 7-mS-f.' REG. NO. �S PIE CONSULTANT 1 r E 821 (�EE 824 ?T EE 820 •� � �',EE 816 _PEE 826 ��EE St7 018E 82s 7E' SEE 531 832.'7hL�('1lii Fr -Tmil F1,, Of, EE 833 tat: i'if•. L'.. () EE 691 �ir C X12 GREE 690 ?-EE Sia E 807 694 (({ 806 _ 835 '?_. N `�FEE 5,06 r i --k 'd3�37 OR 695 `i E 604 i :.L 803 \REE 697 �EE 698/ 1 EE 6.9 (�EE 696 , .1ki E 801 ry_T Wenck eftm.o lot �m 0 n t luo M. nmei-tsPR ♦ l -x l m tuawmn, w tem iw %20 OR- 689 _ t C)IEE . ,. ct)ntl 19M STREET RAVK STAMMTION 09"EE 677 4 ? GAF= SCALE IN FEET CARNELIAN—MARINE—ST. CROIX WATERSHED DISTRICT SITE PLAN WN BY I 04If'0 EILG I TES 2264-02 1 C-103 I 1 r EE 646 EE 649 �:EE 645 o C�Er 644 (- EE 645 ` •_. - I WE 82) EE Vi EE 662 4 r E 821 (�EE 824 ?T EE 820 •� � �',EE 816 _PEE 826 ��EE St7 018E 82s 7E' SEE 531 832.'7hL�('1lii Fr -Tmil F1,, Of, EE 833 tat: i'if•. L'.. () EE 691 �ir C X12 GREE 690 ?-EE Sia E 807 694 (({ 806 _ 835 '?_. N `�FEE 5,06 r i --k 'd3�37 OR 695 `i E 604 i :.L 803 \REE 697 �EE 698/ 1 EE 6.9 (�EE 696 , .1ki E 801 ry_T Wenck eftm.o lot �m 0 n t luo M. nmei-tsPR ♦ l -x l m tuawmn, w tem iw %20 OR- 689 _ t C)IEE . ,. ct)ntl 19M STREET RAVK STAMMTION 09"EE 677 4 ? GAF= SCALE IN FEET CARNELIAN—MARINE—ST. CROIX WATERSHED DISTRICT SITE PLAN WN BY I 04If'0 EILG I TES 2264-02 1 C-103 I 1 LF of 18' HDPE DR -17 (IPS) FUSED PIPE EXISTING 15' BORD GRADE 35 LF of 111' HDPE DR -17 (IPS) FUSED PIPE O 80.49% z 1L1' HDPE DR -17 (PS) FUSED PIPE R MN. 1 FT COVER /-PROFID11D GRADE PIK IN RAWHE DOM PER & n $ S OL. 3/C-108 ± R DUSTING p:AfiEEFA � � � - raGi�� 3 98 LF of 18' HDPE DR -17 (IPS) FUSED PPE O 45.0251 I . RARED END IPwSP OUTLET SEE DETAIL 3. C-1 CLASS 3 RIFW FOR PROPOSED CROSS-SECTION (SEE DETAIL 2/C-108) 11 LF of 24' NDPE O -0+50 0+00 0+50 1+00 1+50 SEAL I HEREBY CERTIFY THAT THIS FLAN, SPECIFICATION.OR REPORT WAS PREPARED BY ME OR TINDER MY DNECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE MNNESDU. 1 ISSUED FOR MODING UPI, TES 7-4-15 0 WE ISSUED FOR REVIEW I03M 5-19-14 RF.V REVISION DESCRIPTION Oft APP REV DATE DATE 7-8-,5 REQ NO.--AMU-- m O.44627 820 810 800 790 780 770 760 750 740 730 720 710 PPoME CONSULTANT 820 SHEEN TRLE STORM SEWER PLAN do PROFILE 1 Wenck MH -2 (48' Z •) WITH STOOL GRATE R91 ELEV. 731.5 CRAP OUTLET SEE DETAIL 3/C-108 APP•D 7110 " T"--- NV. ELEV. 726.90 SW NV. ELEV. 72M HE BLG 760 750 14M WWME � 01a nc mi -gym .mmm, w aero M a�-aim FTS - PROJECT NO. 2264-02 730 RAVINE FU SEE DUAL SHEET 3/ -106 PROPOSED Sl SEWER tgm&. 710 1. NBTALL ANTI -SEEP COLLAR AT EVERY 25 FEET OF INSTALLED PPE LENGTH, 2. INSTALLATION OF MH -I AND W-1 (48' 0) WITH STOOL GFA � ROCK EXCAVATION. I I FNM ELEV. 724.25 W. ELEV. 791.74 SW 4T BEND NV, EIEV. 789.01 HE ' LF ofHOPE _ ^ �' DR -17 SED PIPE FU � ' PROTECT FXISING PAVEMENT PROTECT E1OS'19RO TIBET HLEX MUD MAT APPROVED E RIM ELEV. 795.82 . NV. E1Ea. 794.49 000000/ +� I 00 l 0 I 1y 7 f 1100 1 — _ � �8s \l it ===111 --_�� `` \ � • a ♦ �7pd �a1> � \\ rr � !� r r r\ r rrr ♦ ` � �� 0 4u ORAPWC SCALE IN FEET LF of 18' HDPE DR -17 (IPS) FUSED PIPE EXISTING 15' BORD GRADE 35 LF of 111' HDPE DR -17 (IPS) FUSED PIPE O 80.49% z 1L1' HDPE DR -17 (PS) FUSED PIPE R MN. 1 FT COVER /-PROFID11D GRADE PIK IN RAWHE DOM PER & n $ S OL. 3/C-108 ± R DUSTING p:AfiEEFA � � � - raGi�� 3 98 LF of 18' HDPE DR -17 (IPS) FUSED PPE O 45.0251 I . RARED END IPwSP OUTLET SEE DETAIL 3. C-1 CLASS 3 RIFW FOR PROPOSED CROSS-SECTION (SEE DETAIL 2/C-108) 11 LF of 24' NDPE O -0+50 0+00 0+50 1+00 1+50 SEAL I HEREBY CERTIFY THAT THIS FLAN, SPECIFICATION.OR REPORT WAS PREPARED BY ME OR TINDER MY DNECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE MNNESDU. 1 ISSUED FOR MODING UPI, TES 7-4-15 0 WE ISSUED FOR REVIEW I03M 5-19-14 RF.V REVISION DESCRIPTION Oft APP REV DATE DATE 7-8-,5 REQ NO.--AMU-- m O.44627 820 810 800 790 780 770 760 750 740 730 720 710 PPoME CONSULTANT 820 SHEEN TRLE STORM SEWER PLAN do PROFILE 810 Wenck 800 Dm BY 790 APP•D 7110 " T"--- 770 BLG 760 750 14M WWME � 01a nc mi -gym .mmm, w aero M a�-aim 740 PROJECT NO. 2264-02 730 720 tgm&. 710 1. NBTALL ANTI -SEEP COLLAR AT EVERY 25 FEET OF INSTALLED PPE LENGTH, 2. INSTALLATION OF MH -I AND PORTIONS OF 18' HDPE MAY REQUIRE ROCK EXCAVATION. LF of 18' HDPE DR -17 (IPS) FUSED PIPE EXISTING 15' BORD GRADE 35 LF of 111' HDPE DR -17 (IPS) FUSED PIPE O 80.49% z 1L1' HDPE DR -17 (PS) FUSED PIPE R MN. 1 FT COVER /-PROFID11D GRADE PIK IN RAWHE DOM PER & n $ S OL. 3/C-108 ± R DUSTING p:AfiEEFA � � � - raGi�� 3 98 LF of 18' HDPE DR -17 (IPS) FUSED PPE O 45.0251 I . RARED END IPwSP OUTLET SEE DETAIL 3. C-1 CLASS 3 RIFW FOR PROPOSED CROSS-SECTION (SEE DETAIL 2/C-108) 11 LF of 24' NDPE O -0+50 0+00 0+50 1+00 1+50 SEAL I HEREBY CERTIFY THAT THIS FLAN, SPECIFICATION.OR REPORT WAS PREPARED BY ME OR TINDER MY DNECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE MNNESDU. 1 ISSUED FOR MODING UPI, TES 7-4-15 0 WE ISSUED FOR REVIEW I03M 5-19-14 RF.V REVISION DESCRIPTION Oft APP REV DATE DATE 7-8-,5 REQ NO.--AMU-- m O.44627 820 810 800 790 780 770 760 750 740 730 720 710 PPoME CONSULTANT PROAU TITL£ 197TH STREET RAVINE STABLIZATION SHEEN TRLE STORM SEWER PLAN do PROFILE CARNELIAN—MARINE—ST. CROIX Wenck Dm BY cw'0 APP•D MOO BATE L " T"--- WATERSHED DISTRICT BLG TES AS 14M WWME � 01a nc mi -gym .mmm, w aero M a�-aim PROJECT NO. 2264-02 SHEET NO. C-104 1 Rain Garden Planting Schedule Namelcommon name IIRate Scientific name or spacing (per SF Location Area SF Total Number of Plugs Prairie coral 2rass artina oect;rsata 1 Base 50 50 Bottlebrush sedge Carey. comosa 1 Base 60 Soft rush jUnCU, s e ff, U's US 1 Base 50 n0 Iron weed VerncrfIa fasc�culata 1 Base 25 25 Culver's root VerorIca,�tf um vir rrj`cu-r-11 1 Base 26 .25 Big bluesteni Andr000 or, erar it 2 Lower side sloe 50 100 Little bluestem chtzac��v um soccer -am 2 Upper side slope 50 100 Indiati Grass 'orchastr-um nutarls 2 Lower side slc a 50 100 Meadow blazing star L(�atris ,1�2ullstvl"as 2 Lower side sloe 20 40 Prairie blazing star L,,atn-, _ YChrostach Ya 2 Upper side sloe 20 40 Yellow coneflower Pattb;da cl°n ata 2 Upper side sloe 20 40 Smooth aster Aster alae'vts 2 Upper side sloe 20 40 Wild bergamot IvIonarda fistuilosa 2 Lower side slope 20 40 Prairie dro seed Soorobolus hetero�eor-s 2 Upper side sloe 60 100 TOTALI 500 000