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P E R K I N <br /> �w� <br /> EXISTING BUILDING <br /> + W <br /> 2—STORY BRICK OFFICE POND P TOP W� D <br /> LAND O'LAKE$ INC HEADQUARTERS INa 98P+93].a� &EVAT70N-9X..6 <br /> 8.2 i0P 8].5 <br /> 400/LEXINGTOIV AUENLE N l Q P NTU v, ,OP OF WATM 9130I/5 <br /> ui II II ELE g�//53&6 I 84 10th St.South <br /> I Suite 20 <br /> Minneapolis,MN 55403 <br /> t 612.851.5000 <br /> f612.851.5001 <br /> L — — — — — - www.perkinswill.com <br /> 29 \ <br /> I <br /> - - - - - , s !r2TS- - - - - - - - - - - - - - - - - - - I��_9­ <br /> NVs�'— CONSULTANTS—9e 2SN IN 959.3 <br /> CIVIL/STRUCTURAL <br /> SEH,WA E/NC.APLANIN R � `'� I <br /> GATED 6-29-6/ 27 28 <br /> 8 g <br /> I I \ <br /> y BKBM <br /> \ ♦ ENGINEERS <br /> \ \ 5930 <br /> Brooklyn <br /> W E T L A N D �' \ �e . Minneapolis, MN 55429-2518 <br /> 1-31 <br /> / \ 1_30 GONG �BENCH MARK j¢3 (763) 843-0420 Fax: (763) 843-0421 <br /> www.bkbm.com <br /> T 9 . <br /> ` SPN <br /> ' I OP-95351.2 <br /> 8 g MICHAUD COOLEY <br /> WETLAND RAGS <br /> (SEE NOTE)--1-N\� \ 333 SOUTH SEVENTH STREET,SUITE 1200 <br /> 5 STRM #A8 <br /> - - - \ MINNEAPOLIS,MN 55402 <br /> STRM #A9 www.michaudcooley.com <br /> / � <br /> / <br /> \ / STRM #A7 1 P:612.339.4941 <br /> / 4 \ <br /> WETLAND WETLAND /' 5 / \ <br /> mGE CF WATER <br /> ST M #A2 <br /> STRM #A I 23 \\ <br /> 1 I - <br /> \ 32 STRM #A4 <br /> M #A3 I <br /> STRM #A5 STRM #A6 <br /> _3 S ry <br /> — w- 3A8 + <br /> \ I #A10 STRM Al2 \ <br /> 1_, I STRM A 14 <br /> \ <br /> WETLAND RAGS <br /> (SEE NOTE) - 4 <br /> I STIR #A13 PU D <br /> STIR #All APPLICATION <br /> WETLAND ` MAY02, 2016 <br /> 1 <br /> WETLAND FLAGS 5 <br /> (SEE NOTE) \ <br /> \ \ ` RM #A20 \ <br /> �Ayy WE LAN D <br /> NOT FOR <br /> - 5 % CONSTRUCTION <br /> 12 <br /> ST M 19 � <br /> \ F i STRM #A 16 ❑5 1 5 <br /> STRM � 15 � <br /> ❑5 ,,.. ST 18 LAND O'LAKES <br /> 5 , HEADQUARTERS <br /> STRM #A 17 -♦ � <br /> ♦ v CONSOLIDATION <br /> ` MANHOLE ON ` <br /> \ CONCRETE \ V <br /> \ SKIMMER I—n ` ♦ loll <br /> — — V D _ _ _ 01 <br /> 1-13 1-16 snry - <br /> WETLAND TI — <br /> 1-14 NV-9R. <br /> 1-15 <br /> I * <br /> ol <br /> 5 FT CHAIN LINK FENCE 5 fT OR <br /> AN l/N <br /> k c�a <br /> fFNC f n+v-osa e <br /> R <br /> e� <br /> FT C"AM UNK FENCE <br /> N �6'/k E� — — <br /> CE <br /> ry'VQ LAND O'LAKES <br /> 2 <br /> �N "K FENCE KEYED NOTES 4001 Lexington Ave N. <br /> �FRS�ArFN KEYED NOTES ARE DENOTED BY NO ON PLAN. Arden Hills, MN 55126 <br /> KEYPLAN <br /> �j INSTALL SOUTH INFILTRATION SYSTEM PER DETAIL 8/CO3-01 WITH ACCESS RISERS <br /> WHERE SHOWN ON PLANS. INFILTRATION SYSTEM SHALL HAVE AN INFILTRATION VOLUME <br /> OF 19,705 CUBIC FEET, A TOTAL VOLUME OF 30,244 CUBIC FEET, AND MEET THE RATE <br /> CONTROL REQUIREMENTS INDICATED ON SHEET C05-01. ANY ALTERNATE DESIGNS MUST <br /> BE APPROVED BY CIVIL ENGINEER PRIOR TO CONSTRUCTION. INSTALL A MINIMUM OF 2 <br /> ACCESS / INSPECTION RISERS PER MANUFACTURES SPECIFICATIONS. <br /> 1 UTILITY PLAN — PHASE ONE ❑2 NOT USED. <br /> CO3-0 1 = 40 <br /> �3 NOT USED. <br /> ® INSTALL SUMP CATCH BASIN/MANHOLE. REFER TO DETAIL 2/CO3-01. <br /> �5 INSTALL DRAIN TILE AT LOW POINT CATCH BASINS. REFER TO DETAIL 6/CO3-01. <br /> © NOT USED. <br /> ❑7 NOT USED. ISSUE CHART <br /> ® NOT USED. IMARKI ISSUE DATE <br /> �9 NOT USED. <br /> 10 NOT USED. <br /> 11 NOT USED. <br /> 12 NOT USED. <br /> 13 NOT USED. I hereby certify that this plan, specification <br /> ABBREVIATIONS 14 NOT USED. or report was prepared by me or under <br /> BLDG Building my direct supervision and that I am a duly <br /> BM Bench Mark 15 NOT USED. <br /> CB Catch Basin Licensed Professional Engineer under the <br /> CONIC Concrete 1s NOT USED. laws of the state of Minnesota. <br /> DIP Ductile Iron Pipe <br /> ELEV Elevation 17 NOT USED. <br /> EX Existing <br /> FFE Finished Floor Elevation 18 NOT USED. <br /> HDPE High Density Polyethylene KEVIN A.BOHL <br /> INV Invert 19 NOT USED. Date 05-02-2016 Lic.No. 52209 <br /> MAX Maximum 20 NOT USED. Job Number 15401 <br /> MH Manhole <br /> MIN Minimum 21 NOT USED. Drawn WH-NA <br /> PVC Polyvinyl Chloride IN <br /> RCP Reinforced Concrete Pipe 22 NOT USED. Checked TJC <br /> T.O.P. Top OF Pipe Approved KAB <br /> 23 REFER TO DETAIL 1/CO3-04 FOR WEIR MANHOLE DETAILS. <br /> 24 NOT USED. TITLE <br /> PROPOSED PLAN SYMBOLS <br /> 25 NOT USED. UTILITY PLAN <br /> CONSTRUCTION LIMITS — - - - - — 26 INSTALL 4-INCH FIRE DEPARTMENT CONNECTION. REFER TO DETAIL - PHASE ONE <br /> PROPERTY LINE - - 27 INSTALL 4-INCH 22.5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF <br /> ARDEN HILLS STANDARDS AND SPECIFICATIONS. <br /> SAWCUT LINE (APPROX.) - --- - -- - 28 INSTALL 4-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF ARDEN <br /> DRAIN TILE HILLS STANDARDS AND SPECIFICATIONS. SHEET NUMBER <br /> STORM SEWER > > STUB 4-INCH FIRE DEPARTMENT CONNECT LINE TO WITHIN 5-FEET OF PROPOSED <br /> BUILDING. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. <br /> WATER MAIN COORDINATE WITH MECHANICAL ENGINEER PRIOR TO START OF CONSTRUCTION. <br /> FIRE DEPARTMENT A 40' 20' 0 40' 80' 30 NOT USED. CO3=02 <br /> CONNECTION <br /> CATCH BASIN ■ ® 31 NOT USED. <br /> MANHOLE SCALE 1n - A/�^1 32 PRIOR TO ORDERING STRM #1, CONTRACTOR IS TO VERIFY EXACT INVERT ELEVATION OF <br /> EXISTING STORM SEWER PIPE AND IMMEDIATELY CONTACT CIVIL ENGINEER WITH FINDINGS. <br /> RETAINING WALL <br /> Copyright©2014 Perkins+Will <br />