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<br />- 99 vAc,AT D 7 4T Lt .--.:,-,--TL.,.=..1' 7-'7:T ^,,V_ER._:.,.7HEAD ELECTRIC
<br />. oorN,,_____,„_____Or,:____
<br />1359.24 - ---.
<br />,74----..-
<br />-.CY) I ■"1.1,,,"`' •NATF_RN_E=•11_sINI) L.______„,
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<br />n 60 EDGE OF 31rJ1.41NOuS ____ __- - -
<br />w_L--w-_w-w-
<br />- A'':),„:--"•,• c. V
<br />0_ . 0.81
<br />- •--cm ' - 725.00 55 / /-00.52 '
<br />LO .p,O• 0°••-• 400'.
<br />LC - .....■1D
<br />T. 31, R. 22 • •-•• I
<br />13=1 - - ...-• . -4------4.04 E a 91110,6N009- -7110 -, '''f•--- - AND 7 z .....,_....
<br />sT. S. NH 2Y cri-ERS • - - ._....T___I ,9
<br />roP . 857.4
<br />599.29 599.25 ,._ 612.9.2.3-'Ci3-7c2oR.NESNwomeNSElicTRET07/CirtaxicxNG _
<br />396.91 - -
<br />____ vERIFy WATERIAAIN SIZE
<br />99q IC 1 •• / AND LOCATION.
<br />vi. = 390.28 S _ ,..., ":t.
<br />• • -"' - - .._ _____ .____
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<br />r_________________.....
<br />..
<br />.-.•• / --p .
<br />. -.-....•..
<br />.2 -17:11 90'
<br />,,..--e 7 i/1 , 899.. _
<br />\ _/ -.00-- - 902 - - -902:1.4 1 CORE-DRILL cONNECT
<br />To ExiSTING SAN. S. m14. •
<br />.. .... . ___ ...'..'... ..... ..........:::. -.•.-. _ . __ . _ . _ . ' . ' ... .• •"• • •••. • :. • -
<br />- ----- • • AmenserirtartANNON■er-,ress.s, ,,,, , 7.'4r .2.20 s I! ui ---902 RN. ■ 885.28t FIEU)
<br />. ....... , ....... _ yr.... .............„, .. ........... . ... . ... . . .. , ,
<br />..y...-%....-'-'-':..-..."Y: :.:::.. _ '''' _.. :. ••:. - - - • •• • - - • -: ' . ,.....iiiiiir'''"':- l-. STORM' SEWER I EMEISI 9?2.1
<br />i VERIFY MH LOCATION
<br />ANO INvERT ELEVATION.
<br />GENERAL NOTES:
<br />3Y 0 ERS 1.'
<br />.* 4-9°1
<br />• • -....•-. , •-.. • • • , _ ..... . -... • • • ............,...,•.....• •
<br />903.14 1. Existing boundary, location, topographic. one utility information snown on this Plan is from a field surto/ by
<br />... . . . '' . arri■....Nli ---.."." .
<br />/1 'AND-PLACED /g- YA 4.
<br />.L.
<br />.,..,
<br />I RIPRAP TO , , •
<br />• ..: • .. • • ..- • -. • •- • • •••••••••••• - .. ••: : .•'• '.. ' - 4/519•SY3f//P)246. "."7" i. poN. aorro4 -61 5,'
<br />7 , ...,_..._,
<br />N . Corley Torgersen, Inc.
<br />2. Refer to the 'Osman for the most current site layout ana dimensions.
<br />• - - • ':• •• - :".y.'.: • • •• • ". • •••-•:•:'•:-IyiMittr4.'.43...47::.':',' , I .... AxIthj1 I 902.77
<br />3. Perform ali utility wort in accordance with State and City ryouffernents.
<br />-•• "'''• ..
<br />.-:::%.%.... • • ....... ....'.....::.:::"..1.:•.....:•:•.....• -''''''''1717•7
<br />.73/ m 1 Q
<br />902.- 7 ..•••' •---' L4I r GATEXALM
<br />8' HYDRANT LEAD 4. The locations of existing utilities shown on this pion ore from record information. The Engineer does not
<br />NssORA P.0 v,R, :398Y OTHERS - 441,t1141•N11111444411411144'414,11'.
<br />•;:ii:i1:::::::.i.... Q 8 --- .13 ANO FIRE HYDRANT guarantee mot ail existing utilities are shown or, 1( Gown. exist in the locations indcateo cn tne ;Ion. It is the
<br />-4411641146410%ts.
<br />( 101.16A ---- ..--- Controctor's responsibility to ascertain the find vertical and norizontal iodation of oil existing utilities (including
<br />water anal sewer lines arta appurtenancee). Notify the EngMeer al any aiscrecorraies.
<br />. '41:1052■1 II 8
<br />L_D I
<br />, .
<br />• . . ' HI
<br />- 913.7 (4:9T 903.57 5. Contact utility cormanies for location. of all public ond private utilities within the work arm prior to oeginning
<br />construction. Contact GOPHER STATE ONE CAU. at #651-454-0002 in the metro area. or #1 -800-2.52-1166
<br />RC APRON BY OTTIERS 05 o -.6 t=11 free tar exact locations of existing utilities at least 48 working hours before oeginning any constniction in
<br />INV. = 894.0 .. • • 1.35,1_9. ',.: It ' 95.00 R :3, A / .
<br />• 'madonna with Minnesota Statute 2160. Obtain ticket number Ina meet with representotives of the various
<br />.44444*%-s-o-Nikts\-NIS..;.:....::-1....:...::.....:::d.::
<br />co I ,/ .
<br />9. -. .
<br />utilities at the site. Provide the Owner with the ticket number information. Canner State One Call . a free
<br />service that locates municipal ond utility company 'inn, but trees not Ideate aryate utility lines. Use an
<br />MEMO inamendent locator service or other means in order to obtain locations af 'rivals utility lines including. but not
<br />limited to. undergrouno amine moles, telephone, TV. and lawn sprinkler lines.
<br />.
<br />/ A 903.1• 9C3.5 •
<br />6. Pothole to verity the oositions of existing underground it at a sufficient number of locations in order to
<br />INFILTRATION AREA .....•_ 1
<br />assure thot no conflict with the proposed work exists and that sufficient clearance is *voided.
<br />•.:':'• ..g iiin .,.. ?3 902.62
<br />•• I , 'Ci
<br />.
<br />r-47-10 /
<br />7. Where existing gas. electric. cable. or teiephone utilities conflict with the Wark. coordinate the mondani..
<br />SEE PLANS BY JC JOHNSON r .... g0 \ I , 4•0101:411 i I relocation. offset. or support of the existing utilities with the appropriate lanai utility calumnies. Coordinate new
<br />RIPRAP
<br />CONSULTANTS, INC. FOR 4r• . “•4
<br />gos meter ana gas line installation. electric meter and electric service installation, coole service. and telecnone
<br />DESIGN AND DETAILS OF •.....• •...
<br />9j3.54 Service instailation with Om local utility companies.
<br />PROPOSED POND. POND RC APRON ::'.:1.....t. 1. ...-: 4. :4, \ 1 yil_ e 56S. I S. Arming. far ana secure suitable disposal areas cif -site. Dispose of all excess sok waste rnateriol, aeons, and
<br />all moteriais not assignated tar salvage. Waste material and deoris includes tram, stumps, OM concrete.
<br />• CONSTRUCTION BY OTHERS. INV.. 896.00 .:. ::::::,,:: ...,:::t, .:....
<br />i f.',; • • er, 65'
<br />CO 65. 903.67 \
<br />. : 4.1.",,,g1 TOP . 899.25
<br />• \ , 01 SAN. S. MH asphaltic concrete, c.a. or other waste material from the construction operations.
<br />-. ----
<br />,-)
<br />\.:...-.1::..,.::::....... . 1111 ;:.... ::.:::::::::.
<br />111_ iiiiiiiiigg ' 902.72 1 \
<br />9 .26 01 4..
<br />0
<br />081 0 .
<br />', I.-_..L__. INV. = 892.02 9. Straight line saw-cut misting oduminaus or concrete surfacing at the perimeter of pavement removal arms. Ilse
<br />sows that provide water to the Plate. Tack. and matcn all connections to misting oituminous oovement.
<br />10. Relocate overhaul power, telephone, aria cable Ono! as required. Abandon Ond report existing an-site weds ono
<br />7 • /
<br />..... . . .
<br />\ 1 1.:- ..:-:. ....... -. ".1. • 1: ..,,,tiva: \
<br />\ -i .-..... •......:- . :.: , .......: g),, vlitifo.j. ci 97..,. _ c, septic systems in accordance with minnesoto Department of Health (MOH) requirements.
<br />.......:'*: :..:1 ::1:: :: '• . .7, -4. - • .-,ri17:-
<br />13 •...,. 903.04 f..
<br />-- \
<br />__, r ...\
<br />'
<br />'
<br />.
<br />, 902.13 11. Provide traffic control in accordance with !cool authorities and the Midmemta Manual on Uniform Traffic Control
<br />Gtajgod ImMUTC0). including the Find Manual /or Temporary Traffic Corm' 7onn I area,. Motel April 1995.
<br />1::::1:::::::::.:'.1. .......:..• 4\ N 9_1°.
<br />• ..(.. -.• .....• -........
<br />12. Provoe ana maintain temporary drainage throughout construction 'until due permanent drainage system and
<br />Q3902.70 I structure. ore in place ona aoerationai. tristail temporary ditches. doing, pumps, or other means as neoessay.
<br />r WIDE CURB CUT 1
<br />.14:1-:)::.:-.- : ...: ..1.?;! t°"7 1 \ 902. ' /-firG 3.50 \
<br />t in oraer to insure proper aroinage at all time. Provide icivi points at building parrs or roadways with positive
<br />autfatls.
<br />(SEE DETAIL)
<br />902./.,.:
<br />\ 141 ,
<br />13. Protect sub grease from damage oy surface water runoff.
<br />• ' :::::O°i: I Illri&q57/ S.
<br />,c) , :
<br />' LO
<br />."..4. ..4, '5/ I . %.\ V 0, \
<br />. 14. Full design strength ie not availoble in bituminous posement areas until the final lift of monad M compacted into
<br />t-5 place. Protect pmement areos from ovaloadin by delivery trucks. construchm equipment. and other mantes.
<br />05 4 .• 1777 \ I=
<br />7).1. 90° •
<br />.2. 78 ..7. 902.26 15. Comely with the mrk safety oracticee specified by the Occupational Safety and Heolth Administration (OSHA).
<br />111131EMII !.:-....... %:::...,::::: ---- ......,f4.... 1:NEI' 0 •• 8
<br />'to • 2.50 , ...., \ as
<br />i I'S s.... Comply ath all applicable local. state. and federal safety regulations Construction safety is solely the
<br />rmoonsibility of the Contractor. mo is also solely responsible for the means. methods. and sequencing of the
<br />construction operations.
<br />TOP 4 900.35 '......?f, + soo 1 \ LA
<br />. --• •Z-„„ 16. When sawing or drilling concrete or rnamnry. um says toot provide water to the Olode.
<br />896.45 - r / 90.3[2,31-... , ,-..\,0 , - 1, 9.•' II. I ..1:,1 902.6 1, ..a• ,''
<br />•
<br />8 \ "t-3 CI 17. Adjust all solve. manhOe, cotchoasin, and clmnout covers to finished grade.
<br />1 cjivi r‘i ',1'.9l. Willit ' clici
<br />...-.‘g Vitti , '209 CM 49 , KW 1,„ .0/4k..• az 0 ..... cos ll i ZI• ,
<br />I
<br />•
<br />.
<br />RC APRON By 0THERS \ ....- 'A / ‘VP•:-.".*--\ -). 90103 1 \
<br />\ /1 902.16 2% rnmirmen slope in all directions in handicapped accessible porting areas.
<br />19. Commence pipe laying at the Wriest point in the proposed am., line. Loy the pine with tne bell ena or
<br />INV. = 897.58
<br />4' \ , -IA receiving groove end of the pipe aointing upgrade. When connmtIng to an existing pipe. uncover the existing
<br />t 90 \
<br />pipe in cinder to allow any adjustments in the oraposed line and grod• before laying any doe.
<br />„..../ 02." • i'3 /
<br />,d).,:lii: ' IV --"---- ''‘ A.
<br />1. It PROPOSED WAREHOUSE/OFRCE 1
<br />20. AM matcsiols reouired for this work shall b• new material conforming to the requirements for doss, kind, grade,
<br />size. audit), and ether details spKiried herein Or as shown on the Plans. Do nal use recycled or sahaged
<br />1 ‘1%), er.;7:,,,--0:4"-11 -,1%, 0 . '1.. FFE = 904.50
<br />902.21 \ aggregate. asphaltio imminent. crushed concrete. or scrap mingles. Unless otherwise indicated. the Contractor
<br />snail furnish all required materids.
<br />/ '940:0e. % Ul ram °./ rr DIP CTUE04t13 st.„..
<br />E=3
<br />..4
<br />902.58 \
<br />/ 4' • •. ul k '-il i 9' •' 'Zg 174:fa%riEZ:n08
<br />STORM SEWER SCHEDULE 0 .
<br />t1 -L'o '2 u. \
<br />No. TYPE CASTING 3ARREL i ----. 1--1 ••• /), -, o02.. IMEM 1:111:1
<br />CB I CURB BOX NEENAH R-3067-OR/OL 4' DIA. // •••-,
<br />--...„;,. • 90 9-•••-•
<br />'1/4 (
<br />• 0140 4 l'. "901 901.95 BENCH MARI< ELEV. = 902.06
<br />SAH 2 • TYPE 'a- SOLID NEENAH R-1642 9 W/ -STORM SEWER' STAMP 4 DIA. / 0:...... m 0,5
<br />I'S •\ fr.:- 1\ i
<br />• X.50 , ,.. t CIES3 TOP OF IRON PIPE AT S.E. COR. OF PR(
<br />NH 3 TYPE .9.' SouD NEENAH R-1642 9 2/ .STORm 56,209" STAMP 4' DIA.
<br />/ 902 ''.3..;\ /
<br />11:1F-.141111;0--- -24‘1\k\
<br />Cita 2., -.." • 903 902.305
<br />---*" ""•--. CP inn ---c ::, K\ 11111. 411 . •kit 902.01 \l,•••••• \ tAggi
<br />Ale \ -.,
<br />- 11 --- --- ...---
<br />41!175 \ Is' \ 1 904 Clir"' • . '• • 5 T . 3.90 ,.... ..----
<br />962. 1-
<br />A• 02.20 .----' ...--•
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<br />, - • .......;;_901 901.04 ...--•
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<br />114 .....„ , 31sT. S. ce
<br />\ ,c.., , TOP ■ 901.35
<br />CO
<br />IBEEILM `-_ sous' 111/4 , 300.34 r;i3-7. ..„
<br />-11,-
<br />_.....g%T.- INV. .
<br />WC1:::1 CZ)
<br />TOP ■ 903.45 G I 3.90 N,
<br />INV. w 897.37 • ' • - rAT• C:D
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<br />`447:3VMDE NUMBER: •-.62-.15,?.-".t.-..'a
<br />:AL: SUCRE "CI: :la
<br />. ' ST. S. NH .5)4 137mER5:12__ -... 3. .53 ,...:\ --I / \o-o- ,
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<br />TEmPORARY ROCK--- e . '." - :11415411*.-11A.:- •
<br />CONSTRUCTIoN
<br />7,- ENTRANCE
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