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<br />UE UE UE UE UE UE UE UE UE UE UE
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<br />SSSSSSSSSSSSSSSSSSSSSSSSSSOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE11" ASH
<br />6" ASH
<br />7" PINE
<br />5" PINE
<br />5" PINE
<br />8" PINE
<br />6" PINE6" MPL
<br />6" MPL4" MPL
<br />8" ASH
<br />8" MPL
<br />4" MPL12" PINE
<br />15" MPL
<br />18" ASH
<br />11" ASH18" ASH
<br />21" MPL
<br />11" PINE
<br />11" PINE
<br />12" PINE
<br />8" ASH
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<br />XXXXXXXXXXREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR
<br />RELEASED
<br />DATE RELEASED Approved
<br />Designed
<br />Drawn
<br />Checked
<br />Date
<br />Scale
<br />DWG. No.
<br />BARR PROJECT No.
<br />CLIENT PROJECT No.
<br />REV. No.Minneapolis, Minnesota
<br />Ph: 1-800-632-2277
<br />Corporate Headquarters:
<br />DATE LICENSE #
<br />SIGNATURE
<br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
<br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY LICENSED
<br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
<br />STATE OF MINNESOTA.
<br />BARR ENGINEERING CO.
<br />Project Office:
<br />PRINTED NAME
<br />AS SHOWN
<br />05/11/2020
<br />EPF
<br />MAK
<br />BARR
<br />MAK
<br />LABORERS TRAINING CENTER
<br />LINO LAKES, MN
<br />LTC CAMPUS EXPANSION
<br />LINO LAKES, MN
<br />EXISTING CONDITIONS, REMOVALS, AND
<br />EROSION CONTROL PLAN - NORTH
<br />23/02-1079.00
<br />-
<br />G-04 A05/11/2020 42012
<br />ISSUED FOR PERMITTING
<br />NOT FOR CONSTRUCTION
<br />MICHELLE KIMBLE
<br />CLIENT
<br />BID
<br />CONSTRUCTION
<br />PERMITTING
<br />-------
<br />-------
<br />-------
<br />05/11/20------
<br />-------
<br />A B C 0 1 2 3
<br />Suite 200
<br />4300 MARKETPOINTE DRIVE
<br />Fax: (952) 832-2601
<br />www.barr.com
<br />Ph: 1-800-632-2277
<br />MINNEAPOLIS, MN 55435
<br />MAIN STREET
<br />1
<br />-
<br />PLAN: EXISTING CONDITIONS, REMOVAL, AND EROSION CONTROL - NORTH
<br />N04080
<br />SCALE IN FEET
<br />LEGEND
<br />SILT FENCE
<br />CONSTRUCTION LIMITS
<br />PROPERTY LINE
<br />CONSTRUCTION ENTRANCE
<br />EXISTING 10' CONTOUR
<br />EXISTING 2' CONTOUR
<br />PROTECT EXISTING TREES,
<br />TYP.
<br />PROTECT EXISTING
<br />WETLAND
<br />MATCH LINE - SHEET G-05
<br />REMOVE
<br />LIGHT POLE
<br />REMOVE CATCH BASIN
<br />REMOVE LIGHT POLES (2)
<br />REMOVE LIGHT POLE
<br />PROTECT EXISTING
<br />LIGHTS AND SIGNS
<br />EXISTING BITUMINOUS, MILL TO
<br />FULL PAVEMENT THICKNESS
<br />EROSION & SEDIMENT CONTROL NOTES:
<br />1.INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO
<br />THE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES.
<br />2.BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br />AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE PRIOR TO COMMENCING ANY
<br />CLEARING/GRUBBING, REMOVAL, OR EARTHWORK ACTIVITIES. USE 2 INCH OR GREATER
<br />DIAMETER ROCK IN A LAYER AT LEAST 6 INCHES THICK ACROSS THE ENTIRE WIDTH OF THE
<br />ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THE CONSTRUCTION ZONE
<br />USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENT MIGRATION OF SOIL INTO
<br />THE ROCK FROM BELOW.
<br />3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND
<br />PRIVATE PAVEMENT AREAS. AT A MINIMUM REMOVAL SHALL BE ONCE DAILY. SWEEPING SHALL
<br />BE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNER
<br />TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES.
<br />4.INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS WHICH RECEIVE
<br />RUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT, OR
<br />REPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THE
<br />DEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED IN AND/OR
<br />PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAY BALES OR
<br />FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION.
<br />5.LOCATE SOIL OR DIRT STOCKPILES NO LESS THAIN 25 FEET FROM ANY PUBLIC OR PRIVATE
<br />ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE
<br />STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION
<br />FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
<br />6.MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE
<br />CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND
<br />SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
<br />ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
<br />7.TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVE
<br />UNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDING
<br />CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,
<br />WIND AND RUNNING WATER. STABILIZATION TO BEGIN IMMEDIATELY AND BE COMPLETED WITHIN
<br />14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTIING, AND/OR SODDING AND STAKING
<br />IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL,
<br />NON-BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HAS
<br />UNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINAL
<br />STABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70% ESTABLISHED COVER OVER DENUDED
<br />AREA.
<br />8.CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE ENGINEER
<br />PRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALL
<br />PROPOSED ALTERNATE TYPE DEVICES.
<br />9.IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR
<br />OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANY
<br />WATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS IS
<br />TURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OF
<br />SEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURES
<br />SUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER.
<br />ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TO
<br />PREVENT SCOUR EROSION.
<br />10.INSTALL SEED, EROSION CONTROL BLANKET, MULCH, AND OTHER REVETMENT IN ACCORDANCE
<br />WITH DESIGN DRAWING SHEETS D-01, R-01, R-02, R-03, R-04, R-05, AND R-06.
<br />11.BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATER THAN 6"
<br />DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION. SEE SHEET R-04 FOR TREE
<br />REPLACEMENT REQUIREMENTS.
<br />REMOVE 48 LF
<br />18" RCP
<br />REMOVE FLARED
<br />END SECTION
<br />REMOVE 45 LF 12" RCP
<br />REMOVE FLARED
<br />END SECTION
<br />REMOVE 67 LF 12" RCP
<br />REMOVE FLARED
<br />END SECTION VICTOR
<br /> PATH
<br />LABORER'S
<br />TRAINING
<br />CENTER
<br />SS SS
<br />SAN SAN
<br />GAS GAS
<br />W W
<br />WT WT
<br />OE OE
<br />UE UE
<br />CATV CATV
<br />EXISTING STORM SEWER
<br />EXISTING SANITARY SEWER
<br />EXISTING GAS LINE
<br />EXISTING WATER MAIN
<br />EXISTING WETLAND
<br />EXISTING OVERHEAD ELECTRIC
<br />EXISTING TREE TO PROTECT
<br />EXISTING UNDERGROUND ELECTRIC
<br />EXISTING BURIED CABLE LINE
<br />EXISTING TREE FOR REMOVAL
<br />REMOVE EXISTING
<br />GRAVEL
<br />ROCK CONSTRUCTION ENTRANCE
<br />SEE
<br />4
<br />D-01
<br />INLET PROTECTION
<br />SEE
<br />2
<br />D-01
<br />SILT FENCE, SEE
<br />INLET PROTECTION
<br />SEE 2
<br />D-01
<br />INLET PROTECTION
<br />SEE 2
<br />D-01
<br />APPROXIMATE SOIL
<br />BORING LOCATIONSSB-1
<br />SB-1
<br />SB-2
<br />SB-3
<br />SB-4
<br />EXISTING
<br />EASEMENT LIMITS
<br />REMOVE LIGHT POLE
<br />SAWCUT AND REMOVE
<br />CONCRETE WALK TO
<br />NEAREST JOINT
<br />ROCK CONSTRUCTION ENTRANCE
<br />SEE
<br />4
<br />D-01
<br />REMOVE
<br />BITUMINOUS
<br />ROAD
<br />REMOVE CONCRETE
<br />REMOVE
<br />CONCRETE
<br />AND STORAGE
<br />CONTAINERS.
<br />COORDINATE
<br />WITH OWNER
<br />REMOVE 50 LF 15"
<br />CMP CULVERT AND
<br />END SECTIONS
<br />REMOVE CURB
<br />AND GUTTER
<br />REMOVE CATCH
<br />BASIN CASTING
<br />SAWCUT AND REMOVE CONCRETE
<br />CURB AND GUTTER
<br />REMOVE EXISTING
<br />FLARED END SECTION
<br />REMOVE 21 LF 12" RCP
<br />CADD USER: MICHELLE KIMBLE FILE: M:\DESIGN\23021079.00\23021079_G-04.DWG PLOT SCALE: 1:2 PLOT DATE: 5/9/2020 10:39 AMEXISTING CURB AND GUTTER,
<br />PROTECT EXISTING CURB AND GUTTER,
<br />NOT TO BE REMOVED
<br />SAWCUT AND REMOVE CONCRETE
<br />CURB AND GUTTER
<br />SAWCUT AND REMOVE CONCRETE
<br />CURB AND GUTTER
<br />SAWCUT AND REMOVE CONCRETE
<br />CURB AND GUTTER
<br />SAWCUT AND REMOVE CONCRETE
<br />WALKWAY TO NEAREST JOINT
<br />SAWCUT AND REMOVE CONCRETE
<br />CURB AND GUTTER
<br />TREE PROTECTION FENCE
<br />( SEE DETAIL 6/D-01 )X
<br />TREE PROTECTION FENCE,
<br />TYP., SEE 6
<br />D-01
<br />TREE PROTECTION
<br />FENCE, TYP., SEE
<br />6
<br />D-01
<br />PROTECT EXISTING
<br />TREES, TYP.
<br />REMOVE
<br />LIGHT POLE
<br />REMOVE
<br />LIGHT POLEPROTECT EXISTING CONCRETE
<br />CURB AND GUTTER
<br />SILT FENCE, TYP.
<br />SEE 1
<br />D-01
<br />REMOVE (10) LARGE
<br />ARBOR VITAE SHRUBS
<br />& GRUB STUMPS
<br />CLEAR AND GRUB
<br />AT EXIST. POND
<br />CLEARING AND GRUBBING LIMITS,
<br />APPROX.
<br />EXISTING SHRUB TO PROTECT
<br />EXISTING SHRUB FOR REMOVAL
<br />CLEAR AND GRUB
<br />AREA (APPROX.)
<br />CLEAR AND GRUB
<br />AREA (APPROX.)
<br />920
<br />918
<br />6
<br />D-01
<br />PROTECT EXISTING
<br />TREES, TYP.
<br />6
<br />D-01
<br />1
<br />D-01
<br />SAWCUT AND REMOVE
<br />BITUMINOUS PAVEMENT
<br />PROTECT EXIST.
<br />CONCRETE APRONS
<br />PROTECT EXISTING
<br />WALL STRUCTURE
<br />REMOVE AND DISPOSE OF
<br />CONCRETE APRON
<br />CONSTRUCTION
<br />LIMITS, TYPICAL
<br />CONSTRUCTION
<br />LIMITS, TYPICAL
<br />PROTECT EXISTING
<br />WETLAND
|