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<br />WATER SERVICE NOTE:
<br />MAINTAIN WATER SERVICE TO THE EXISTING ICE ARENA AND HIGH
<br />SCHOOL THROUGHOUT CONSTRUCTION. WATER SERVICE TO ICE ARENA
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<br />WOLD ARCHITECTS
<br />x 913.
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<br />332 Minnesota Street, Suite W2000
<br />Swint Paul, MN 55101
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<br />109.1 914.9 x 914.3 / 14 81MA� 14 / g0 $ // 'S //////// ////�/,C///// / 902.5 ' I ///,//,/// // j, // /// / // /T� 9`^-' // l%3' // / / / / // / / / w / // / / // / /� // / // / // / , so .3 \ \ \ \ 91 ss
<br />909.3 sos.a / r/ / / / 1. / °�. / �" / y / / / // / / // / / / / // •� / / / 14 917.Qy
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<br />908.7 91 / �911.9 / / / / / / 2 ,�Vi 6 /// // // \ 913.9 \ �Ttt 99916.0 6.3 916.7 SHB HB
<br />J /J 916.7 916.7 916.4
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<br />0.6 911.0 908 // / / / // / qt1 7o'x / / / /J 7//( / \ 7 INV-905.0 /SW xg�j �,� �5r6'0 Q / INV=911.4 SW
<br />\ 90 908. 910.8x �x / / x 907.6 ////�SJ/7j%"/////// / ,// /�,, 5 / I ,// ///,/ // ,/ j,,// / 07 ( /k' ,//,,// / //,/ j, , ! /,///, /,, ,/ /,/ j,,//,///, / / ,// ,// / / 1 1 1 1 / ,// j,/// , ,, ,// / / , , /� //// 90 .2 \ \ 9 912.2, x 91� x 915.6 x s� ah��' INV=91 L 5 N
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<br />2 / / / /� / \ KIMME �$I / / / // / / // / / // / // / /' U�� / / ,// %1 I / / // EPS
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<br />5 x 90=.0 G R A S s 506 8 // / // /// // // // / S $ 907. I 907.4 907.3 907.2 4 ,��'- I, / / / , p�y , A // ,// // 21 // // // / - - x g07.9 � 90g.0 x 908.2 �� 910.0 x 91 �,
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<br />2 9=0 x 9o7.a x sms z 4 j,/ /j//, / �. 8 x 906.8 x 906.9 35 \ ❑ = �'
<br />x 907.7 7 // 5 / rj 4 ®906.9 x 906.9 .506.8 906.3 $ 5 4 // 910.2 912.1
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<br />9 ® .3 9 x 907.7 907.4 907.3 907.1 907.0 - - y0ti.9 907.0 / .6 906.5 906.4 906.5 906.6 906.8 906.8 906.6
<br />a JO 6 / /'`$ 9 907'6 ucc 908�a CONCRETE soa. ucc '9
<br />6 6 6 w u�cc� oss 9o9s -oHu-
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<br />906. x
<br />2 4 907.5 07.9 90 9
<br />2 6 0 46 so 6 os. 4 4 6 9oss 36 _
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<br />6.8 5 907.3 HE 2 -
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<br />os.o 9 - 36 os.s 906.8 906.8 9oss 9 36 36 90_.3 so_. 9os.l 36
<br />sos.o ce ce -0 1 m 6 1av�90 3 3 V=901.1 1 ,/ 9 pQ
<br />+ 5 2 99.6 NW 3 TOP=904.1 TOP=904.2 'L A 1 // , , 2 / ; CB , �900.WATERTTOM / j 9
<br />6 2
<br />2 2 -199:6 E INV=899.8 INV=899.9 3I -9e /�/, fj /, /� 1 TNV=900.9E 1� // 40 �' / /
<br />_ / - IN =901.0 N �/ �906.0 � / - W(PI-I-� NOTE: x910.4 s11.2 x911.8
<br />`'ems xsos.o x905.8 905.6 �$� V NyV=900:4 S xg05.9 < ' x9os.9 90 CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL «\ \
<br />x 906.2 x 906.5 x 906.7 x 906.9 x 907.0 x 906.8 x 906.6 x 906.5 x 90 .3 x 906.2 \ W(P) I - I- I I-d W(P) I I I W(P)
<br />- I � I I � -9os.1 �� 44 /j/ 1 x 905.7 05.7 x 906.2 1 ,,/,�
<br />" l
<br />x 906.5 x 906.7 x 906.8 x 90 .0 x 907.1 x 907.p x 906.8 x 906.6 x 906.4x 906.4 x 906.2 906.1� x 905.9 x sos.a x 905.6 x sos.4 x sos.z �sos� soa s �I _� x goy x sos.3 x soss x sos.e Cs x 9os• �� �,� // /, j j ; � � l�/ j/,//1 \ PLAN WHILE WORKING WITHIN THE PUBLIC RIGHT-OF-WAY. THE
<br />j -- - - - �5�� /OOL STi9EEl cB 1�' / 5 ///11 9 w �Y///%,/ TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY
<br />�90 T°P=9os ca /
<br />��� TOP=sos.4 NV= / / //y� ° S -eoa•s �� / /� ENGINEERING DEPARTMENT PRIOR TO STREET CLOSURE. NOTE THAT �G s11 911.9
<br />/ % T CB INV- N 1 / / 4 � � ,
<br />/ EE cB 3 ge5- TOP=9o3.a w NV=6se.3 E-W n c2'RCP 3 / //' ' 3 INv=es�s 3� 905.*05.6 906.0 / 9os.7 90 THE CLOSURE OF SCHOOL STREET TO THRU TRAFFIC FROM JACKSON
<br />�� -- TOP=905.� � NV=699.9E CANT GET NORTH INV. '� soss / 3 / 905.3 NCRETE AVENUE NW TO PROCTOR AVENUE NW IS ANTICIPATED. IN ADDITION IT
<br />` JD+V�S99.5' I j I 904.7 904.5 99 5 N j 05.5 05.3 / L� ! 1 19 .9 907.1 r
<br />- _ 2� iIVV�B� 30'RCP Sr S 5 q 905.3 CONCRETE 505.1 905.7 905.8 906.0 906.2
<br />.5 906.0 906.2 906.0 906.5 / 905.6 905.0 905.5 sos.a os.o 906. g 9 0 5. 05. 9 5.5 905.4 os.3 - 6 ucc IS ANTICIPATED THAT PROCTOR AVENUE NW WILL BE CLOSED BETWEEN
<br />\\ 906.3 �C q TE 904.6 904.9 904.6 HCR 05.5 90 .6 905.7 905. CONCRETE 906.1 906.2 906.1 05.f� ET C UGC UGC g058 (7 UGC 1p PKS® ��1
<br />4 GAso . sos. GA5 s c 9o�.9s 9651 008 `N - 905 l 5.0 904.7 , .- 904.8 � Aso cas s c go61 PB a s.o a g O °YP SCHOOL STREET AND HIGHWAY 10 DUE TO A SHERBURNE COUNTY
<br />.4 .6 906.E 907. 907.0 so-9aa-a-- c •6 6 _=1 Q =� o os.6 ems- - uGc ®sos.a xsos�!°'s.�- cAs rr::vv qq �/p�RC -- c R A s s xeo5e g0 xsos.3 9os.5 xsozo PAVING PROJECT. ROUTING FOR SCHOOL STREET TRAFFIC IS
<br />908.0 907.3 9ON ® 905.4 x905.2 UGC 905''7906.1 506. PKS UGC A'S® 907.2' C 5 6 905.9' 05.4 90T.i x 905.8 G R A S S JQ7 907.0
<br />906.5 x 906.4 07. 907.4 �07.9-� - 90T.� 0--« 9 , y(�! g08. 6 908.1, 907.8 908.0 UGC UGC - - 905.7 EM G R A S s x 907.3 cex 90fi.0 905.8 90 26907� x 906.0 HCS 900.406.1 906.2 905 2 GW
<br />i.3 m.2 .5 9m.6 r'• - x 9 7 2 soa.o .RA uc° �/ .o 1 4 " 1 GRASS KEYSTONE WALL �c x sos.1 so5sx sos.o ucc x sozs O 905. 9 5.6 07 jI0 x � x 906.8
<br />07. 5 S _ Q x 906.2 906.3 x 905.9 Ea MONITOR x 907.5 x g07.7 x 907.7 9 S g°g,g 5.4 90 . j AN 906.6x 906.1 x 906.1 906.0 906.1` 9os.3 906.2 x 906.4 906.9x ANTICIPATED TO BE DIRECTED TO HIGHLAND ROAD NW. ALL TRAFFIC
<br />:IF 90 CONCRETE ® ® 908.7 909.3 909.6 CBxo " UGE 46 907.3 1 46 ° 1 x 908.6 x 908.4 x 908.3 x 907.5 x 906.7 9p5 'tJ07.1 O5• 907.7
<br />xsos.3 gj6.5 oa.l x 09.s °�9083x UGc xso7s N xso6.a - x909.3 s 26 s.7 4s'RGpI CONTROL DEVICES REQUIRED FOR STREET CLOSURE SHALL BE
<br />6.7 ® ® ® ® x 906.5 90 .6 x 09. 91 .I x 10. x 908.3 x J o
<br />9 .4 �4 9 0 906.7 907.
<br />6 STONEN W 0 6 1 ROW OF EVERGREEEN TREES �" sr s
<br />INCLUDED IN THE BASE BID.
<br />1 SELECTIVE SITE DEMOLITION AND EROSION CONTROL PLAN
<br />n nnn 1 - 4n
<br />DEMOLITION AND REMOVAL NOTES:
<br />1. PRIOR TO START OF DEMOLITION, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED BY THE CONTRACTOR AND
<br />INSPECTED BY THE CITY OF ELK RIVER. ALL SILT FENCES SHALL BE INSTALLED AND INSPECTED PRIOR TO ANY CONSTRUCTION ACTIVITY.
<br />SILT FENCES SHALL BE INSTALLED ALONG THE CONTOUR.
<br />2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE
<br />LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER
<br />DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER STATE ONE CALL
<br />AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION.
<br />3. THERE MAY BE MISCELLANEOUS ITEMS TO BE REMOVED THAT ARE NOT IDENTIFIED ON THESE PLANS. THE CONTRACTOR SHALL VISIT THE
<br />SITE AND REVIEW THE DOCUMENTS TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK.
<br />4. PRIOR TO START OF CONSTRUCTION, DISCONNECT ALL GAS AND ELECTRIC SERVICES. COORDINATE DISCONNECTION OF EACH UTILITY WITH
<br />THE UTILITY OWNER. REMOVE ALL GAS AND ELECTRIC LINES UNDER PROPOSED BUILDING FOOTPRINT.
<br />5. ANY UTILITIES NOT INDICATED FOR REMOVAL OR ABANDONMENT, ARE TO BE PROTECTED AT ALL TIMES.
<br />6. WHERE PROPOSED GRADE OVER EXISTING SMALL UTILITIES IS PROPOSED TO BE LOWERED CONTRACTOR SHALL POT HOLE TO DETERMINE
<br />UTILITY DEPTH AND COORDINATE WITH UTILITY OWNER FOR THE LOWERING OF THE EXISTING UTILITY IF NECESSARY TO PROVIDE THE
<br />MINIMUM COVER REQUIRED. ( )
<br />7. ALL EXISTING CURB AND GUTTER IS TO BE REMOVED WITHIN THE SCOPE OF THE PROJECT FROM THE SAWCUT LINES TO THE NEAREST
<br />JOINT.
<br />8. THE BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. (952) 881-2455.
<br />9. ALL WORK IN THE PUBLIC RIGHT-OF-WAY IS TO BE COORDINATED WITH THE CITY OF ELK RIVER. ROADWAY REPAIRS, BOULEVARD REPAIRS,
<br />AND TRAFFIC CONTROL ARE TO BE PER CITY OF ELK RIVER STANDARDS AND SPECIFICATIONS.
<br />GENERAL NOTES:
<br />1. CONCRETE CURB AND PAVEMENT REMOVAL LIMITS WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE COORDINATED WITH THE CITY OF ELK
<br />RIVER AND UTILITY CONTRACTOR. REFER TO ALL CONSTRUCTION DOCUMENTS.
<br />2. IF NECESSARY THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN WHILE WORKING WITHIN THE RIGHT-OF-WAY.
<br />THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO STREET ENCROACHMENT.
<br />3. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND REVIEW ALL CONSTRUCTION DOCUMENTS AND GEOTECHNICAL REPORTS. NO
<br />ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT SHOULD HAVE BEEN ANTICIPATED BY PERFORMING THE ABOVE.
<br />4. THE ROCK CONSTRUCTION ENTRANCE INDICATED ON THE PLAN IS SHOWN IN AN APPROXIMATE LOCATION. PRIOR TO START OF
<br />CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WITH THE CITY OF ELK RIVER FOR THE EXACT ROCK CONSTRUCTION ENTRANCE
<br />LOCATION.
<br />5. ALL CURB AND GUTTER, SIDEWALK, AND PAVEMENT OUTSIDE THE CONSTRUCTION ZONE SHALL BE PROTECTED AT ALL TIMES. ALL DAMAGED
<br />CURB AND GUTTER, SIDEWALK, AND PAVEMENT SHALL BE REPLACED IN -KIND AT NO ADDITIONAL COST TO THE OWNER.
<br />KEYED NOTES
<br />KEYED NOTES ARE DENOTED BY NO ON PLAN.
<br />❑1 INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1 /C5.000.
<br />❑2 INSTALL PERIMETER EROSION CONTROL. REFER TO DETAILS 2/C5.000 AND 3/C5.000.
<br />INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 4 C5.000.
<br />❑3 /
<br />® REMOVE CURB AND GUTTER IN ITS ENTIRETY TO THE EXTENT SHOWN. SAWCUT AND REMOVE AT
<br />NEAREST JOINT.
<br />❑5 SAWCUT AND REMOVE BITUMINOUS PAVEMENT IN ITS ENTIRETY TO THE EXTENTS SHOWN. FOLLOW
<br />ALL CITY OF ELK RIVER RULES AND REGULATIONS.
<br />© SAWCUT AND REMOVE CONCRETE PAVEMENT IN ITS ENTIRETY TO THE EXTENTS SHOWN.
<br />❑7 REMOVE TREE IN ITS ENTIRETY INCLUDING STUMP.
<br />® REMOVE SIGN AND FOOTING IN ITS ENTIRETY.
<br />❑9 REMOVE FENCE, TENNIS NETS, GATES, POST, AND FOOTINGS IN THEIR ENTIRETY.
<br />10 REMOVE BUILDING IN ITS ENTIRETY, INCLUDING FOOTINGS AND SMALL UTILITIES. COORDINATE
<br />REMOVAL OF SMALL UTILITIES WITH LOCAL UTILITY COMPANIES.
<br />11 REMOVE BOLLARDS IN THEIR ENTIRETY.
<br />REMOVE LIGHT POLES FOOTINGS ELECTRICAL WIRES AND CONDUITS. COORDINATE REMOVAL WITH
<br />12 UTILITY OWNER AND ELECTRICAL PLANS.
<br />13 DECORATIVE BRICK TO BE REMOVED, BRICKS SHALL BE SALVAGED, PALLETIZED, AND RETURNED
<br />TO OWNER.
<br />,4 EXISTING TREE TO REMAIN. PROTECT AT ALL TIMES.
<br />15 EXISTING GAS TO REMAIN. PROTECT AT ALL TIMES.
<br />16 EXISTING UNDERGROUND ELECTRICAL LINE TO REMAIN. PROTECT AT ALL TIMES.
<br />17 EXISTING LIGHT TO REMAIN. PROTECT AT ALL TIMES.
<br />18 EXISTING CABLE TO REMAIN. PROTECT AT ALL TIMES.
<br />19 EXISTING BUILDING TO REMAIN. PROTECT AT ALL TIMES.
<br />KEYED NOTES
<br />KEYED NOTES ARE DENOTED BY NO ON PLAN.
<br />20 REMOVE EXISTING FLAG POLES IN THEIR ENTIRETY, INCLUDING BELOW GROUND FOUNDATIONS.
<br />21 REMOVE STORM SEWER IN ITS ENTIRETY TO THE EXTENTS SHOWN. CONTRACTOR SHALL REMOVAL
<br />ALL RIPRAP PRESENT AT FLARED END SECTION. FOLLOW ALL CITY OF ELK RIVER STANDARDS
<br />AND SPECIFICATIONS.
<br />22 REMOVE GRAVEL TO DEPTH OF 3.5-INCHES BELOW PROPOSED GRADES. SCARIFY AND
<br />RE -COMPACT REMAINING GRAVEL FOR USE AS AGGREGATE BASE.
<br />23 EXISTING FIBER OPTIC LINE TO REMAIN. PROTECT AT ALL TIMES.
<br />24 EXISTING SCREEN WALL AND FOOTINGS TO BE REMOVED IN THEIR ENTIRETY. REFER TO
<br />ARCHITECTURAL PLANS.
<br />25 EXISTING SIGN TO REMAIN. PROTECT AT ALL TIMES.
<br />26 REMOVE TRAFFIC LIGHT, FOOTINGS, AND ELECTRICAL WIRES IN THEIR ENTIRETY. CONTRACTOR
<br />SHALL COORDINATE REMOVAL OF TRAFFIC LIGHTS WITH TRAFFIC ENGINEER PLANS. COORDINATE
<br />SALVAGE ITEMS WITH TRAFFIC ENGINEER PRIOR TO START OF CONSTRUCTION. COORDINATE
<br />TRAFFIC CONTROL WITH THE CITY OF ELK RIVER PRIOR TO START OF CONSTRUCTION.
<br />27 REMOVE BICYCLE RACK IN ITS ENTIRETY.
<br />28 REMOVE AND SALVAGE EXISTING BENCHES FOR POSSIBLE REUSE. COORDINATE WITH OWNER.
<br />29 EXISTING LOADING DOCK AND FOOTINGS TO BE REMOVED IN THEIR ENTIRETY. REFER TO
<br />ARCHITECTURAL AND STRUCTURAL PLANS.
<br />30 REMOVE EXISTING FUEL OIL TANK IN ITS ENTIRETY. CONTRACTOR SHALL FOLLOW ALL EPA, MPCA,
<br />AND DEPARTMENT OF HEALTH RULES AND REGULATIONS FOR FUEL TANK REMOVAL. CONTRACTOR
<br />SHALL PROVIDE AN UNDERGROUND STORAGE TANK REMOVAL REPORT AND ENVIRONMENTAL
<br />TESTING REPORT PER MPCA REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
<br />EXCAVATION, BACKFILLING EXCAVATION WITH ENGINEERED FILL, AND DISPOSAL OF CLEANED TANK.
<br />CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DISCONNECTION OF FUEL TANK LINES FROM
<br />TANK, REMOVAL OF FUEL TANK LINES, LIFTING TANK FROM EXCAVATION, AND CLEANING OF THE
<br />TANK. PRIOR TO BACKFILLING, CONTRACTOR SHALL OBTAIN WRITTEN VERIFICATION FROM TESTING
<br />AGENCY THAT UNDERLYING SOILS ARE NOT CONTAMINATED. REFER TO MECHANICAL DRAWINGS
<br />FOR REMOVAL/CAPPING OF PIPING AND VENTS.
<br />31 REMOVE CONCRETE WHEELS STOPS IN THEIR ENTIRETY.
<br />32 EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECT AT ALL TIMES.
<br />KEYED NOTES
<br />KEYED NOTES ARE DENOTED BY NO ON PLAN.
<br />33 ELECTRICAL TRANSFORMER AND SLAB TO REMAIN. PROTECT AT ALL TIMES.
<br />34 CONCRETE WALL TO REMAIN. PROTECT AT ALL TIMES.
<br />35 EXISTING CABLE TELEVISION HAND HOLE TO BE RELOCATED. COORDINATE WITH UTILITY OWNER.
<br />36 EXISTING CURB TO REMAIN. PROTECT AT ALL TIMES.
<br />37 REMOVE EXISTING BASKETBALL HOOPS IN THE THEIR ENTIRETY, INCLUDING POLE AND BELOW
<br />GROUND FOUNDATIONS.
<br />38 EXISTING SHED TO BE RELOCATED ON SITE. COORDINATE NEW LOCATION WITH OWNER.
<br />39 CONTRACTOR TO REMOVE CONCRETE SIDEWALK ONLY, EXISTING STOOP TO REMAIN. PROTECT AT
<br />ALL TIMES.
<br />40 ALTERNATE #1: CONTRACTOR SHALL REMOVE EXISTING GATE VALVE, WATER MAIN AND MANHOLE
<br />WITHIN PUBLIC RIGHT OF WAY TO EXTENTS SHOWN. REFER TO UTILITY PLAN FOR NEW WATER
<br />MAIN CONNECTION. REFER TO WATER SERVICE NOTE.
<br />41 ALTERNATE #1: REMOVE EXISTING WATER MAIN, HYDRANT, AND VALVES TO THE EXTENTS SHOWN.
<br />REFER TO WATER SERVICE NOTE.
<br />42 ALTERNATE #1: ABANDON EXISTING WATER MAIN IN PLACE TO EXTENTS SHOWN. CONTRACTOR
<br />SHALL FILL PIPE TO BE ABANDONED WITH SAND OR CONCRETE AND CAP PIPE AT BOTH ENDS.
<br />FOLLOW ALL CITY OF ELK RIVER STANDARDS AND SPECIFICATIONS.
<br />43 EXISTING ELECTRICAL TO REMAIN, PROTECT AT ALL TIMES. LOCATION OF ELECTRICAL LINES
<br />SHOWN ARE APPROXIMATE BASED ON AS -BUILT SKETCHES PROVIDED BY ELK RIVER MUNICIPAL
<br />UTILITIES. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATIONS PRIOR TO THE START OF
<br />CONSTRUCTION.
<br />44 REMOVE EXISTING 8-INCH WATER MAIN TO APPROXIMATE EXTENTS SHOWN FOR PROPOSED
<br />DEFLECTION UNDER PROPOSED STORM SEWER. REFER TO SHEET C3.000 FOR DETAILS.
<br />45 ALTERNATE #1: REMOVE EXISTING WATER MAIN TO THE APPROXIMATE EXTENTS SHOWN. INTENT IS
<br />TO AVOID DEFLECTION OF WATER SERVICES UNDER EXISTING MAIN. REFER TO WATER SERVICE
<br />NOTE.
<br />46 TRAFFIC CONTROL SIGNALS BY OTHERS. CONTRACTOR SHALL COORDINATE SITE WORK WITH
<br />TRAFFIC CONTROL CONTRACTOR. REFER TO 1 /C4.001 AND TRAFFIC CONTROL PLANS.
<br />PROPOSED PLAN
<br />SYMBOLS
<br />CONSTRUCTION LIMITS -�
<br />-�- - - -� -.-� -
<br />PERIMETER EROSION
<br />CONTROL (SILT FENCE)
<br />PERIMETER EROSION
<br />CONTROL (BIO ROLL)
<br />PROPERTY LINE
<br />- -
<br />SAWCUT LINE (APPROX.) -
<br />- - - - - - -
<br />ROCK CONSTRUCTION
<br />ENTRANCE
<br />BITUMINOUS REMOVAL
<br />/jj//jj
<br />CONCRETE REMOVAL
<br />GRAVEL REMOVAL
<br />UTILITY REMOVAL
<br />WATER MAIN TO BE
<br />ABANDONED INPLACE
<br />FENCE REMOVAL
<br />CURB REMOVAL
<br />TREE REMOVAL
<br />POWER LOOP PER ELK
<br />RIVER MUNICIPAL UTILITIES
<br />- UGE -
<br />ABBREVIATIONS
<br />BLDG
<br />Building
<br />BM
<br />Bench Mark
<br />CB
<br />Catch Basin
<br />CONC
<br />Concrete
<br />DIP
<br />Ductile Iron Pipe
<br />ELEV
<br />Elevation
<br />EX
<br />Existing
<br />INV
<br />Invert
<br />MAX
<br />Maximum
<br />MH
<br />Manhole
<br />MIN
<br />Minimum
<br />PVC
<br />Polyvinyl Chloride
<br />RCP
<br />Reinforced Concrete Pipe
<br />NOTE:
<br />STORM SEWER INLETS NOT SHOWN ON
<br />PLAN MAY RECEIVE RUNOFF FROM
<br />CONSTRUCTION ACTIVITIES. INSTALL INLET
<br />SEDIMENT PROTECTION PER DETAIL
<br />4/C5.000. ON ALL STORM INLETS THAT
<br />MAY RECEIVE RUNOFF.
<br />NOTE:
<br />SANITARY SEWER, STORM SEWER, AND
<br />WATERMAIN PREVIOUSLY INSTALLED
<br />UNDER SEPARATE CONTRACT. NO
<br />AS -BUILT SURVEY HAS BEEN PROVIDED.
<br />REFER TO BKBM PLANS DATED
<br />05-28-2019 FOR THE ELK RIVER
<br />MULTI PURPOSE FACILITY FOR
<br />PROPOSED DESIGN.
<br />EXISTING STORM "
<br />SEWER
<br />EXISTING p
<br />SANITARY SEWER
<br />EXISTING I
<br />WATERMAIN
<br />woldae.com ! 651 227 7773
<br />BKBM
<br />ENGINEERS
<br />6120 Earle Brown Drive, Suite 700
<br />Minneapolis, MN 55430
<br />Phone: (763) 843-0420
<br />Fax: (763) 843-0421
<br />www.bkbm.com
<br />CONSTRUCTION
<br />DOCUMENTS
<br />O2020 BKBM Professional Engineers, Inc.
<br />All rights reserved.
<br />This document is an instrument of service and is the property of BKBM
<br />Professional Engineers, Inc. and may not be used or copied without
<br />prior written consent.
<br />BKBM JOB NUMBER: 17445.01
<br />1 hereby certify that this plan, specification or report was
<br />prepared by me or under my direct supervision and that I am
<br />a duly Licensed Professional Engineer under the laws of the
<br />State of Minnesota.
<br />Kevin A. Bohl
<br />License Number: 52209 Date 01/03/2020
<br />Revisions
<br />Date
<br />Comm:-182030
<br />Date: _ 01/03/2020
<br />/
<br />Drawn: WH
<br />Check: KAB North
<br />SELECTIVE SITE
<br />DEMOLITION AND
<br />EROSION
<br />CONTROL PLAN
<br />C1.000
<br />
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