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ss oN- .L1YKP ST 9 -9688 CB TOP-966.8 �TNOP-96fi.8 P E R K I N S INV=96R.T =9.7.8 S C9 . f� INV-94].5 W INV-9609 TTOP=96Z.B N IJ /1'AfP ST S INV 7A E I L W-96°/ -9aR8 if ] - 9 y o h /8"K'P SAN 6 TOP-95T.9 /0"KP SANS Cfi /a"VCP SANS [� /0"VLP SAN S /O"KP SANS Y i0P-9fi1.0 �N ,� INV-954.2 84 10th St.South SPN INV-96].l - A-K'P SAN 5 NVN 9489 NM NOV-950.0 5 ti i0P=984.} (g - i0P=966.6 4AH ^ A� T V N=954.1 9E Suite 200 NV=952.9 E/W =960.8 .y,y I5w N=951.1 N = .O �/ O /r / / ROAD A D INV-966.4 NV-948.6E i.1 950.0�N NV-953.480RT N^ �yA SNH NV_951.6 W1 NV-962.4 NE =956.2 _ N. Minneapolis,MN 55403 F INV 965.2 NV FRS E DRY NV=962.3 W /3"RCP ST S TSOP-964.8 N9�/5 FLP ST 5 Q 15'RfP 51 5 A t 612.851.5000 _966.] �� 1NV-95'9 f 612.851.5001 -934.2 3 =9640 y5 - www.perkinswill.com 9fi I.8 - 6.6 Nff CONSULTANTS e•w --------- --------- - ------ ... ... ... ,,,u ... _. ... 8 ... ... alp-... ... _. -. _. _. ... l;e_cv -----�- ----- -- ----� ---- I I maPw I� on/Pw I I amP I I °ate.. � I I CIVIL/STRUCTURAL / WETLA D z t�_ �_ � _� _ �_ �_ �_ �_ �_ �_ �_ �_ � 6H-y � �_ _MP _ _ _ _ _ _ _ _ � 3 ale I � V , STR 7 ��, / rs Y _ _- - T 1 9H J� 95]l i0V=954.4 - 2-e WETLAND GS N-949.1 N INV=948.fi 5 � \ BKBM STRM_ 10 (sEE Nod" �. ❑5 STRM #C I ENGINEERS CI ST M #C d __.___._ ._�._.,._�.._�_�_ S - - a I \ 5930 Brooklyn Boulevard 3 3 RM #C7. I 763 843Minneapolis, 0420p FIax:M 635843-0428 - STRM #D5 / STRIu� #D6 2 m ( ) www bkbm.com 3 STRM #C5 / STR 6 4 \ MICHAUD COOLEY 2-' 3 - 5 ERICKSON 1 STRM #C13 STRM #C2 10 / I 333 SOUTH SEVENTH STREET,SUITE 1200 2 2 / Qua ® 3 3 MINNEAPOLIS,MN 55402 www.michaudcooley.com g I .82 P:612.339.4941 I - STRM # S RM #C 12 ST #C I I STRM #C3 25 STRM #C I I � i #3 S R 2 Ip 2-88 o 7 SSWR #I IAll m I � 15 / aNg��1� ' 2-14 SAN 2-I - � '8.- INV-9]9.4 �18 NOTE� J I 30.0' UTILITY EASMENT / W E T L A N D ! a Y EWAPUD �•� „I I 2_15 K- - STRM 30.0' UTILI EASMENT APPLICATION STRM #C26 STRM #D9 S�RM #B10 13 15 15 15 � 14 ® SWR #4 -12 / ST M 2 I 5 ' S -- - TR I�n- ❑5 5 ❑5 I I�TRMCI8- 15 R 15 TR # 14 ST 5 - - - - - - - t-L--- -- - -- STRM #C 19 -- a %l 9NR8 S W11- OV-9 9 5 STRM #C 3 TRM #C20z STRM I 5 / STRM C28 IN""'42.26 , J ST M 21 #C # ,� I � I w� i ALL STRM #B8 15 ,;' I CLWCWALLS __,-' NOT FOR i q �IO"�& CONSTRUCTION 2-N 30.0' UTI ITY EASMENT f STRM # 5 BE7MARK/2 �' cme 2��5 5- _ _ _ _ _ _ _ _ 1/ MOCK wAL cv,% RAK 1 14 16 21 21 STRM #C34 21 STRM #C35 21 I ��q, , -s 8.2s ,2 ST #C24 28 STRM #C33 �c %' - LAND O'LAKES 2 1° 17 18 13 STRM #C32 22 -�---- -- WALLS PO-i- /.'♦ i a __ _ _ _ _ HEADQUARTERS I I I 11 { -� I STRM #C29 K2-µ 12 19 20 21 STRM #C3I �. 22 ° CONSOLIDATION FT 1 15 I 5a• I 2-6 I 2-� WETLAND FLAGS (SEE NOTE) 1 I 2-6 12 5 STRM 4D I I ' I . I 15 10 11 13 50 5SR II 30 R # 12 ❑5 12 \ - - -- -- -- - - - 13 - - - 6.0' 12 n 17 13 NVP-938.0 2, � z 13 ,4 12 13 KEYED NOTES ., Y STRM #8I8 ST M B6 30 STRM #815 STRM #816 STRM #817 16 12 18 KEYED NOTES ARE DENOTED BY NO ON PLAN. �I� ST M #814 a NOT USED. ILL- TRk4�#D12 - I / ❑2 INSTALL WEST INFILTRATION SYSTEM PER DETAIL 9/CO3-01 WITH ACCESS RISERS WHERE SHOWN ON PLANS. INFILTRATION SYSTEM SHALL HAVE AN INFILTRATION VOLUME OF i OI _ - 2 2 EXISANG BUILDING / 47,629 CUBIC FEET A TOTAL VOLUME OF 67,020 CUBIC FEET, AND MEET THE RATE 4-STORY BRICK OFFICE p`K /Q9`5 CONTROL REQUIREMENTS INDICATED ON SHEET C05-02. ANY ALTERNATE DESIGNS MUST LAND O LAKES RM O7 LAND O'LAKES, INC HEADQUARTERS sNH 5Z5 4 ` I' 400/LEANCTON AYENIEN ;NV-"�a BE APPROVED BY CIVIL ENGINEER PRIOR TO CONSTRUCTION. =93.56 I STRM #B 19 -9456 NW 2 9JNP-945.3 , _ 4001 Lexington Ave N. STRM #D8 - INSTALL:�7/ D1 ' ! _-- / 5�5 ❑3 SHOWN ONSPLANS T INFILTRATION ESYSTEM SHALL AVE0AN0INFILTRATIONEVOLUME OF WHERE Arden Hills, MN 55126 STRM #D3 31 / E A, D / 67,019 CUBIC FEET A TOTAL VOLUME OF 95,804 CUBIC FEET, AND MEET THE RATE METAL KEYPLAN I I 2 STEPS / � CONTROL REQUIREMENTS INDICATED ON SHEET C05-02. ANY ALTERNATE DESIGNS MUST �\ 2 / BE APPROVED BY CIVIL ENGINEER PRIOR TO CONSTRUCTION. etw°"i // ® INSTALL SUMP CATCH BASIN/MANHOLE. REFER TO DETAIL 2/CO3-01. / I 2 / ❑5 INSTALL DRAIN TILE AT LOW POINT CATCH BASINS. REFER TO DETAIL 6/CO3-01. I - KEYSTONE WALL 93 © RECONSTRUCT EXISTING MANHOLE TO MATCH PROPOSED GRADE. ROTATE CASTING SUCH / I 2 HAT CASTING IS NOT IN CURB LINE. IMMEDIATELY CONTACT CIVIL ENGINEER IF ROTATION F]:' OF CASTING IS NOT AN OPTION TO AVOID CURB LINE. 2 1 I 7 PROPOSED MANHOLE SHALL CONNECT TO EXISTING SANITARY SEWER. REFER TO DETAIL STRM B2 I 1/CO3-00. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. � I STRM #84 _ _ - �w M ® LOCATION OF PROPOSED SANITARY SEWER SERVICE. REFER TO SANITARY SEWER TABLE EXSTINc SUIDIac FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT q q P O A ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. L - - - - - S �24 ' - - LAND 400//TORY BRICK OFFICE-- - \ °9 I 1 I I \ R # 23 STR #B27 a .�� ❑9 WET TAP EXISTING 8-INCH WATER MAIN FOR PROPOSED 6-INCH HYDRANT LEAD. I -} 10 CONNECT TO EXISTING WATER MAIN WITH 8-INCH GATE VALVE. FOLLOW ALL CITY OF ISSUE CHART ❑5 30 5 1 ARDEN HILLS STANDARDS AND SPECIFICATIONS. INSTALL 8-INCH BY 8-INCH TEE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND MARK ISSUE DATE ' S RM #B SPECIFICATIONS. REFER TO DETAILS 4/CO3-00 AND 5/CO3-00. 12 INSTALL 8-INCH GATE VALVE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND 5 RM #BR SPECIFICATIONS. REFER TO DETAIL 2/CO3-00. / - - - - - - - - - - - �® 13 INSTALL 8-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF ARDEN / inv yy55.2 sNV 1 IN PET HILLS STANDARDS AND SPECIFICATIONS. STRM B5 DATE 5-2.9-81 14 INSTALL 8-INCH BY 6-INCH TEE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND DATED N-PLAN/ 24 ,- =I - _ 8 8 SPECIFICATIONS. REFER TO DETAILS 4/CO3-00 AND 5/CO3-00. SEE SHEET CO3-05 FOR PUBLIC WATER MAIN LOOP PLAN AND PROFILES. I hereby certify that this plan, specification STRM #D2 •,_ _ _ _ _ _ _ �' - N -� I -2T _ 1 UTILITY P LAN - P HAS E TWO or report was prepared b m 1-„ 16 INSTALL FIRE HYDRANT AND GATE VALVE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS p p p y e or under STRM #D I / / I R CO3-03 1 - 40 AND SPECIFICATIONS. REFER TO DETAIL 3/Co3-00. my direct supervision and that I am a duly / STRM/ I - �' / / ,� 2.. WATER _26 Licensed Professional Engineer under the ❑ INSTALL 8-INCH BY 4-INCH TEE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND g SPECIFICATIONS. REFER TO DETAILS 4/CO3-00 AND 5/CO3-00. laws of the state of Minnesota. - - 1 TLAN D WETLAND INSTALL 4-INCH GATE VALVE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. REFER TO DETAIL 2/CO3-00. 19 STUB 8-INCH FIRE PROTECTION LINE TO WITHIN 5-FEET OF PROPOSED BUILDING. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. KEVIN A.BOHL 20 STUB 4-INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. Date 05-02-2016 Lic.No. 52209 FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. Job Number 15401 2, LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR INVERT Drawn WH-NA PROPOSED PLAN SYMBOLS Ind ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Checked TJC CONSTRUCTION LIMITS - - - - - - 22 INSTALL PERIMETER DRAIN TILE. REFER TO DETAIL 7/CO3-01. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF CONNECTION TO BUILDING SUMP WITH MECHANICAL Approved KAB PROPERTY LINE - - CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. PROVIDE SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10-FEET OF EITHER SIDE OF ALL WATER CROSSINGS PER MN ABBREVIATIONS SAWCUT LINE (APPROX.) - - -- - - - - PLUMBING CODE. BLDG Building SANITARY SEWER 23 NOT USED. UTILITY PLAN BM Bench Mark WATER PIPE 24 REFER TO DETAIL 2/CO3-04 FOR WEIR MANHOLE DETAILS. PHASE TWO CB Catch Basin CONC Concrete DRAIN TILE --- --- DIP Ductile Iron Pipe 25 REFER TO DETAIL 3/CO3-04 FOR WEIR MANHOLE DETAILS. ELEV Elevation STORM SEWER 26 NOT USED. EX Existing FIRE HYDRANT FIFE Finished Floor Elevation 27 NOT USED. HDPE High Density Polyethylene GATE VALVE N INV Invert FIRE DEPARTMENT A 28 INSTALL 4-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF ARDEN MAX Maximum CONNECTION AO' 20' 0 A^� 80� HILLS STANDARDS AND SPECIFICATIONS.MH CO3=03 MIN Minimum CATCH BASIN ■ ® 'F L �F�J v 29 NOT USED. PVC Polyvinyl Chloride MANHOLE • SCALE 1� = 40' 30 INSTALL SUMP CATCH BASIN/MANHOLE WITH WEIR. REFER TO DETAIL 1 1/CO3-01. RCP Reinforced Concrete Pipe T.O.P. Top Of Pipe RETAINING WALL 31 ABOVE GROUND IRRIGATION TANKS. IRRIGATION TANKS TO RECEIVE STORMWATER RUNOFF. FROM PROPOSED BUILDING ROOF. 32 NOT USED. Copyright©2014 Perkins+Will