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HomeMy WebLinkAboutStorm Sewer Civil PlanORANGE TREE � / /' ~^ �1� PRESERVATION CONTRACTOR TO PROTECT i / '• "� � '` "� `'• FENCE (TYP.) ALL EXISTING VEGETATION `� r/ j/ I^ \� �� � �\ � \ BETWEENPROPERTY UNE ` AND y0�6F_EMBANKMENT .... . ... ... . . 1 / 1 4C CREE G WALL \ - - /i. _1 \ ti _ BW102 1 V ou:_Innc n ! R =I �g QtB A�z< �8J :49; ( IM= p? �•\� ��\y028'11103c 4 L ""i.� � i 9.Og (� �� \ 10 91 019.9 i'�--\\ R2 � �i-�-�� -� »- 1-•^ { (` �'\I tl• t t I J // '.. 9 1{.)$.1D \\ °' ```OA' a '•. c '): \'- _ <<per. MH 4 1\ � -_a 018.40 - �'i�r - ...,.. / O \ , t 1 t \ -N `" 3810 ] U-1 M4, : fa •: \ \ i RROPO)D DRA:N TILE 11019.24 �: \ t .. \ r c9 /� ^ i .... \ , \' "�A.:' t� t (SEE UTI6ITY PLA)--, t \ I.•.1'`:. "r- 1Q2Q �/ t c9 sa _ !(1 • 1 'r oo \\ \t lMAX. BLDG / U) J ! ND OI!WAL -RETAINAGE=1032.6 RTAINAG=1020.(126.ABOVE FIFE) N1(/ % i ( / r ! I 2.0% ! I 1 ! \\ t t \ \ \ BEGIN BLDG WALL- } <� 1 ! ( ! \ \ \ \ \� RETAINAGE=1030. \ \ `(9:,5' ABOVE FFE� t t 1 t I \ 1! ' 1020.50 ! i I \ 1 \ \` \ TW=1026. N } 1} t I 1 I \ 1 1 j l ~-BW=1021.3 1 t l 0 1 \ °j' 1 i f�RO'f20SQ Bt�l Dii�C L-jl---j i_ --_- --� `w .. .... . -1 / / 00 / WALL(TY0 hWS103gq,12 16 �\ \\ \\ \\ 0 40 80 120 19.E Y�y % ROAINI G < 1018 9'0 / r \- . \1 p23.Q( �\ lr8WALLS n019.0 \ BW 0019.63 '1 88 I1 / 10 .0 \ \ 0 0 80+ 01873' / tOh8� 0 �f1017.��\ \ } } �i� J t \�\� 102 _ ! (115181831' 1 • } t t 1 1 1bz0�-•1 five �10 . DRAIN A E ND' = \ 1 \ I' "LITY�A MENT \ \\ \ ,: '• ,� \ SCALE IN FEET /' /r IN= 035.6 \ (� \\ I\ l \ i \. '•. \ \ •..� . LRK // // / .._ V / \\ BTW=1037.0 \ BW=1033.1\ TW 1032 8 ' ` BW=1027.8 - - i /, , \ / 1, • JI f V(_ 024:0 �.I .0\\.\. \ . \\. \ \\\ A -FF��1 agQ.60\� 02 � CP VN, \ V '9 ?p I 1 J J \ \ \ /: /, O f/ fJ o 3 fi z9 z v j ( j 1 \\ \ \ `-�. g0' S9) > \BYVs 1`0 1 `� �� ♦ \ 1 / � / 1 TW -1016 0 \ \ L �' 1 O 1020.50 1 1 \ \ ~- o` � -� ---7- .. / ( �.. '• ` 1 1 ! \ \ \ "- 4620.5 / / / / B = 01 0 \ - • 1 \ 1 / J 1 1 ,•-,•,! % / 1 t � t J 1 1 \ �� �\ � / / / ° � I• �-\"'1�=-,.-_`"` 20 p-''�'.\ \ � � t 1 1 ,.. 0 \ \E3 \~ (\ \ } 1 0 0 ~ °' o o o \\ \ r o S ARCH - r� / ! ! \ \\ \ \ \ t } 1020 L 1 i �o ri t ! ! IS 00 0 C1 M �pQ� � \ \ rTi OR DW FOR ` .; 4a` � 8 ( l • ux '+�•� `. ` .-- \ } --.• --�._ 1 1 Y Dc. t ! I N N N O O N \ N RAMP` ND '� 'Sg ! �.O GYM= / / �l,,y-,.."�1070\ \ \ \ \\ ap \ STAIR AILS / / \� / 101 \ 10X3. � \ w } } 1 10 �O^ 0 102b.00 i \ \ � �' CBMH 1 t } } \ RIM= 1 / ^ 6 v ... 1020.5'0' 1020 50 \ S� 96 .: N, 1016.43 i 1.7% O� i 1 t } 1014.1 �> ,� .::.;..♦ Y • A.• x >\•. •. .. \s0101 X05 \ 214% /1019.3\ �-.: ,• •'4: • j�i�••:�,\ %\\;;:• ��s 1p .90 } - -- --- \> ..�`- \ O 1 134 RI = \\--� \ �\ Q$. % /.-1018...•` i59 >E7 .....•'-� //( J 1'I 101'1100 \ �\ \ 10 \ q 1 H 10A r3 /I » H / Q�gl?R / ,L ! I I (/l/ l!� 1 "I MH > ,� > p p 4i O \ J r STORM WATER BAST 1 1 1 1 1 I I \ \ J 1J 1 .10 Ogg°' 15.6BW=1011.0 I { { I 1 \ \ \ I p / J NWL=1011.06 0 1 1 I � Qr o o \ p \ o ���'/p \ © \ 1 I A° / 1 1' J i /ELEVATION= 1007.001 1 1 { { { I { \ ... \ \ ti I st ,�O �1. \•. •. HC '. ° HC HC \'. HC ,gyp ( /g y } ' 10114.'5 TW=1014.0. ,l �o l! 14.7 BW=1014.0 I j,O } J / /^'j �l I � l 7-J i I { i 1 { i I { ►1 --klC } } / / 1 1 11 1 T3 BW=1009.2 a. \ \ o` I I t00 }' 1 1\ 6 o v \ 1 ` t k/ / / 1 t< / ( \/� 1 RETAINING WALL ! ~- I I , j� M \ \ o. \ A �* SILT j © ! t -/ i i \OTING \ \\ \ g = m [L WETLAND # ! 1010.'"-_DORAUIN GOTAND L- - % i 1 of i \ x 4 V i FENCE C /O ' 1015 5 1 \ / \ I l / / / - �-- \ - - J I'I s� , 1 \ J / 4 3. \4UTLET ELEVATION=1006.7 / C7 ! ! " --" �\ i UTILITY EASEMENT \ \+ \ --- ,/ I o { (( MH 7 •60 X01 } \ �` ,fig / 1113.6" R - HWL=1008.74 j i / t/ `..-� --"� = _�-- -- i +1016.5 i _ _ \ 1015.76 _ Oa 720 - i Rlliv� / 1 13.3 OUTLOT U 1�?10 - _ _ I - 1 +1015.00 \ 1 N.56 \ -4 . \ 1015.3 13.7�i ��^ I f' �� ( DRAINAGE AN \ 1015.73 016.30 % + S i I 7 TW=101 .0 UTIL EA EMENT J i s --��� 10t6.73 ' M 1 012!/ J 0 1•BW=1o1 7 1 101 .55 ! r" ;'a ;{..:�..F,.,>. .;;.... J1 1(11585�:::... \ \ ''- 1 '• \ g 1015.44 1015.77 + / J t ,,.-• • r;;t:,„.r. \ 5 2 CB - \p1 1015.44 I ® 1014.96 / ( 1 ''�� , '- �� . •`_.. \ + \ 0 � :. , .�. .�.�„„„„ ""..1 `.."""*.-•.._ __ � 1 1 .7 � - � .I N ..�_-�"~- ,- ,,,-•' „, ,�, �#'a. .:.. DRAINf3rGE AND // D° / . - j .0 1006.20 " ' '-- 6 29 EASEMENT - � •i:':: �-.• . 10 4 4 C 1 3. � -' ,�� ;.>,,�^•'.• • 1015.01 r \ 1 1 UTILTDY / 1006.50 u :.,.,> ,:t vR "� = --10 -------�- 09.8 0. 1 ,r.' <: 1013.72 �! / 1006.80 : -- - BEN K 1012 -'� "•`� +• 0' W ND CHM /R SILT FENCE .; . - BUFFER TW=1014.0. � -. Fi'LA BW=1o12.0 BW=1012.5 � *::< A < r NOTES. LEGEND � POSED � •Y,. ., �, .. • �,..,:.,:r.:�"" 7010.10 • �-Nfa '��i REf91 1009.10 009.60 % 1 INSTALL ROCK ENTRANCE AGGREGATE AND SILT FENCE PRIOR TO GRADING AND BUILDING CONSTRUCTION AT _----- ROCK CONSTRUCTION < �""""�_ SILT FENCE - '_�•_= � f LOCATIONS SHOWN OR AS DIRECTED BY OWNER. INSTALL HEAVY DUTY SILT FENCE (WIRE BACKING) AROUND THE ---998----- DENOTES EXISTING CONTOUR ENTRANCE (SEE DETAIL) < ENTRANCE EXISTING WETLAND. `"- TW=1014.2REMOVE EXISTING MONUMENT X 988.3 DENOTES EXISTING SPOT ELEVATION BW=1013.7 <,,,�".�{" ~-~ < FES STORM M BULKHEAD 2. INSTALL CATCH BASIN SEDIMENT CONTROL INLET PROTECTION ACCORDING TO THE CITY OF LAKEVILLE STANDARD DETAILS. ---998 ----- DENOTES PROPOSED CONTOUR -�.. "'•- ~ ~ '- •- •� ����"' `'� ~� -- 3. SWEEP AND CLEAN ADJACENT STREETS IN ACCORDANCE WITH CiTY OF LAKEVILLE PERMITTING REQUIREMENTS. 1.0% DENOTES PERCENT OF GRADE 1`' _" �'•---...,~~~"``-•---..,__ 4. WITHIN TWO WEEKS OF SiTE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR DENOTES DRAINAGE ARROW ROCK BASE. SEEDING SHALL BE IN ACCORDANCE WITH Mn/DOT SPEC. 2575. SEED MIXTURE IN DISTURBED «)♦- DENOTES EXISTING STORM SEWER WETLAND BUFFER AREA SHALL BE Mn/DOT 25A MODIFIED. SEED MIXTURE ELSEWHERE SHALL BE Mn/DOT 60A MODIFIED. ALL MULCH SHALL BE TYPE 1 AND SHALL BE DISC ANCHORED. FERTILIZER SHALL BE COMMERCIAL <01--- DENOTES PROPOSED STORM SEWER GRADE (PHOSPHORUS FREE) MEETING THE REQUIREMENTS FOR Mn/DOT 3881 AND SHALL BE APPLIED AT A RATE ON OF 200/LBS. PER ACRE. SOD SHALL MEET THE REQUIREMENTS OF Mn/DOT 3878. ALL AREAS TO BE SODDED o DENOTES BARREROSIER `�••� "�- � --- "^-^,--� CONTROL BARRIER OR SEEDED SHALL BE COVERED WiTH MINIMUM OF FOUR INCHES OF TOPSOIL --«----- DENOTES PROPOSED DRAIN TiLE 5. THE STORMWATER POND MUST BE CONSTRUCTED FIRST AND THE POND WILL SERVE AS A TEMPORARY '4/16/03 SEG ISSUED FOR BIDDING 4/22/03 LRK CONSTRUCTION DOCUMENTS 5 05 03 LRK ADDENDUM #1 92 5 16 03 DRL CHANGE ORDER #1 5/22/03 DRL CHANGE ORDER #2 rO - ~ "^ SEDIMENTATION BASIN DURING CONSTRUCTION. MAINTAIN POSITIVE DRAINAGE TO THE POND FROM THE ENTIRE DENOTES ROCK CONSTRUCTION _` ....,•- `�' "`--^ - _ � SITE AT ALL TIMES DURING CONSTRUCTION. ENTRANCE %jv i HBOI i -- DENOTES WETLAND BOUNDARY (J 6. PUBLIC STREETS ARE REQUIRED TO BE SWEPT DAILY OR AS DIRECTED BY THE CITY. � - ~� - -- _ D 1-35 ■�nuuunu�n■ DENOTES TREE PRESERVATION 7. ALL SITE GRADING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE NPDES PERMIT FENCING NORTH 4 --- -REQUIREMENTS. 0 DENOTES EXISTING TREE BOUND 4 `" - _ ~ ~ ` - 8. CONTRACTOR TO PICK tit STOCKPILE ALL STONES/BOULDERS GREATER THAN 10" DIAMETER - REFER TO TO REMAIN 1 35 -_� - _ -- "- -- -- �. - -- • SPECIFICATION. BENCHMARK: 9 RETAINING WALLS WILL REQUIRE SEPARATE PERMITS TOP NUT OF HYDRANT AS SHOWN khoeil & Madson, Inc. Engineering • Surveying • Planning Soli Testing • Environmental Services www.schoellmodson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fox: (952) 546-9065 F:\Eeg\60564\017\OW6\1200\7 fkwl gmdirg.dsg, 06/26/200310:19:08 AM, regtW, 1:1 RYAN COMPANIES US, INC. 700 International Centre 900 Second Avenue South Minneapolis, MN 55402-3387 612-336-1200 tel 612-337-5552 fax BUILDING LASTING RELATIONSHIPS WWW.RYANCOMPANm.com ® Py" 1PIIDAN Builder of towns. Creatorofvalue. ELEVATION = 1015.48 (N.G.V.D. 1929) PROJECT NAME/SHEET TITLE GANDER MOUNTAIN LAKEVILLE, MN UAIt: JUNt La, LUU,s S.M.I. PROJECT NO. 60564-017 SHEET 7 OF 15 SHEETS