|
GROUT
<br />CONCRETE CATCH BASIN WALL 36" SUMP
<br />AND BASE TO BE CRETEX
<br />TYPE 433B OR APPROVED
<br />EQUIVALENT 6" PRECAST OR
<br />VOIDS FILLED WITH 8" POURED
<br />CONCRETE BRICK OR BLOCK BASE
<br />ONLY SECTION A -A
<br />NOTES:
<br />1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS
<br />2. GROUT BOTTOM TO DRAIN TO CENTER
<br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br />4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE
<br />CLEAN INSIDE
<br />5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND
<br />KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED
<br />6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE
<br />Special Details
<br />CATCH BASIN MANHOLE Date:
<br />G:\LOGOS\Hugo 2016.jpg 04-01-15
<br />WITH 3' SUMP Revised: HU -STM -4
<br />01-20-17
<br />3' 8"'7 3' 8" DESIRED MINIMUM 3' 3' 8"
<br />o OUTER LIMITS OF
<br />CONCRETE WALK O
<br />-t O 4 O
<br />4' 0.' II 4' 0" 4' 0„ II 4' 0"
<br />MIN r� 4 0 MIN MIN r� 4 0 MIN
<br />FRONT FACE 5 8 5 8 5' 8" � of 5' 8"
<br />OF CURB 0 0 BACK OF 0 0
<br />CURB5
<br />"T �-�- 5 �° e e
<br />6„ 2 0I HiN 2' O» s Hir
<br />ae
<br />t
<br />6' 3" (6" CURB) 4
<br />4' 2" (4" CURB) 6 4 )
<br />6' 3" (6" CURB) 6' 3" (6" CURB 4' 0" 6' 3" (6" CURB)
<br />4' 0" MII4 4' 2" (4" CURB) 4' 2" CURB MIN 4' 2" (4" CURB)
<br />VAR. WIDTH CURB (
<br />A A �J ;" (0.2" �-
<br />PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP
<br />CURB OR 5' 4" (6" CURB) X=4' 0" DESIREABLE DOME SECTIOP
<br />CURB & 3' 4" (4" CURB)
<br />GUTTER T--1 - 2 DOME
<br />0.02 FT/FT MAX.O2 (TYP.)„ (TYP.)
<br />14 TYP.
<br />0.08 FT FT OR FLATTER 31"10000000060
<br />SECTION A -A 00000000
<br />0000000000
<br />ROUND ALL lip, (TYP. 0000000ii 000 "MIN.
<br />SLOPED IF THE PATH OF TRAVEL 'X' IS 4FT, OR GREATER,
<br />INTERSECTIONS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. J" MIN.
<br />IF 'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING
<br />SLOPE) 4' 0" 6
<br />4'2" (6" CURB & 0.08 FT/FT SLOPE)
<br />(4" CURB & 0.08 FT/FT 4'2"
<br />NOTES: SLOPE) ELEVATION OF RAMP (4" CURB & 0.08 FT/FT SLOPE)
<br />TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO
<br />COMPLY WITH THIS STANDARD DETAIL PLATE.
<br />THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE
<br />CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA
<br />WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES
<br />ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS
<br />OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS.
<br />1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.
<br />WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLA
<br />4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS,
<br />CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL.
<br />3� WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE
<br />PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL.
<br />PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING
<br />SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP.
<br />5)ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL
<br />WIDTH (3' 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA
<br />SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER
<br />COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES
<br />SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRA'
<br />CEMENT COLOR.
<br />4' 0" MIN. FOR NEW CONSRUCTION. 3' 0" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE
<br />Special Details
<br />G: \LOGOS\Hugo 2016.jpg PEDESTRIAN Date: 04-01-15
<br />CURB RAMP HU -ST -3
<br />Revised:
<br />01-20-17
<br />LTER ASSEMBL
<br />RB BOX
<br />URB
<br />NOTES:
<br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE
<br />THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS
<br />CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION.
<br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE.
<br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION.
<br />MAINTENANCE:
<br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER.
<br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT.
<br />G:\LOGOS\Hugo 2016.jpg WIMCO CURB & GUTTERINLET PROTECTION (CG23)
<br />Special Details
<br />Date:
<br />04-01-15
<br />Revised: HU -EC -4
<br />01-20-17
<br />DEPTH
<br />NOTES:
<br />1. CRUSHED CONCRETE IS NOT ALLOWED
<br />2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50'
<br />3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE
<br />AGGREGATE
<br />4. MAINTENANCE IS INCIDENTAL
<br />I
<br />G:\LOGOS\Hugo 2016.jpg ROCK CONSTRUCTION
<br />ENTRANCE
<br />PLAN
<br />INSTALLATION
<br />CENTER STRUCTURE
<br />FLOW LINE SHALL BE
<br />TO BACK OF CURB
<br />MIN. 0.7' BELOW TOP OF
<br />12"
<br />CURB
<br />CURB INLET FRAME AND
<br />POLYEHTYLENE
<br />CURB BOX NEENAH NO.
<br />(PE) ADJUSTING
<br />R -3067V WITH VANE
<br />RINGS MIN" -
<br />GRATE.
<br />MXNHOLE COVER TO BE
<br />INSTALL EXTERNAL MANHOLE
<br />CRETEX TYPE II WITH
<br />CHIMNEY SEAL
<br />I Ir24"
<br />x 38" SQUARE
<br />MANUFACTURED BY
<br />OPENING
<br />INFISHIELD OR APPROVED
<br />AND THE TRENCH COMPACTED EXCAVATED
<br />EQUAL.
<br />24"
<br />BACKFILL SOIL
<br />48" - 72"
<br />11111 11111 =11111=11111= 11111=IIIII` "~I =11111=11111=
<br />w
<br />GROUT
<br />CONCRETE CATCH BASIN WALL 36" SUMP
<br />AND BASE TO BE CRETEX
<br />TYPE 433B OR APPROVED
<br />EQUIVALENT 6" PRECAST OR
<br />VOIDS FILLED WITH 8" POURED
<br />CONCRETE BRICK OR BLOCK BASE
<br />ONLY SECTION A -A
<br />NOTES:
<br />1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS
<br />2. GROUT BOTTOM TO DRAIN TO CENTER
<br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br />4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE
<br />CLEAN INSIDE
<br />5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND
<br />KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED
<br />6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE
<br />Special Details
<br />CATCH BASIN MANHOLE Date:
<br />G:\LOGOS\Hugo 2016.jpg 04-01-15
<br />WITH 3' SUMP Revised: HU -STM -4
<br />01-20-17
<br />3' 8"'7 3' 8" DESIRED MINIMUM 3' 3' 8"
<br />o OUTER LIMITS OF
<br />CONCRETE WALK O
<br />-t O 4 O
<br />4' 0.' II 4' 0" 4' 0„ II 4' 0"
<br />MIN r� 4 0 MIN MIN r� 4 0 MIN
<br />FRONT FACE 5 8 5 8 5' 8" � of 5' 8"
<br />OF CURB 0 0 BACK OF 0 0
<br />CURB5
<br />"T �-�- 5 �° e e
<br />6„ 2 0I HiN 2' O» s Hir
<br />ae
<br />t
<br />6' 3" (6" CURB) 4
<br />4' 2" (4" CURB) 6 4 )
<br />6' 3" (6" CURB) 6' 3" (6" CURB 4' 0" 6' 3" (6" CURB)
<br />4' 0" MII4 4' 2" (4" CURB) 4' 2" CURB MIN 4' 2" (4" CURB)
<br />VAR. WIDTH CURB (
<br />A A �J ;" (0.2" �-
<br />PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP
<br />CURB OR 5' 4" (6" CURB) X=4' 0" DESIREABLE DOME SECTIOP
<br />CURB & 3' 4" (4" CURB)
<br />GUTTER T--1 - 2 DOME
<br />0.02 FT/FT MAX.O2 (TYP.)„ (TYP.)
<br />14 TYP.
<br />0.08 FT FT OR FLATTER 31"10000000060
<br />SECTION A -A 00000000
<br />0000000000
<br />ROUND ALL lip, (TYP. 0000000ii 000 "MIN.
<br />SLOPED IF THE PATH OF TRAVEL 'X' IS 4FT, OR GREATER,
<br />INTERSECTIONS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. J" MIN.
<br />IF 'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING
<br />SLOPE) 4' 0" 6
<br />4'2" (6" CURB & 0.08 FT/FT SLOPE)
<br />(4" CURB & 0.08 FT/FT 4'2"
<br />NOTES: SLOPE) ELEVATION OF RAMP (4" CURB & 0.08 FT/FT SLOPE)
<br />TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO
<br />COMPLY WITH THIS STANDARD DETAIL PLATE.
<br />THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE
<br />CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA
<br />WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES
<br />ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS
<br />OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS.
<br />1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.
<br />WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLA
<br />4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS,
<br />CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL.
<br />3� WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE
<br />PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL.
<br />PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING
<br />SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP.
<br />5)ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL
<br />WIDTH (3' 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA
<br />SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER
<br />COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES
<br />SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRA'
<br />CEMENT COLOR.
<br />4' 0" MIN. FOR NEW CONSRUCTION. 3' 0" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE
<br />Special Details
<br />G: \LOGOS\Hugo 2016.jpg PEDESTRIAN Date: 04-01-15
<br />CURB RAMP HU -ST -3
<br />Revised:
<br />01-20-17
<br />LTER ASSEMBL
<br />RB BOX
<br />URB
<br />NOTES:
<br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE
<br />THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS
<br />CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION.
<br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE.
<br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION.
<br />MAINTENANCE:
<br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER.
<br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT.
<br />G:\LOGOS\Hugo 2016.jpg WIMCO CURB & GUTTERINLET PROTECTION (CG23)
<br />Special Details
<br />Date:
<br />04-01-15
<br />Revised: HU -EC -4
<br />01-20-17
<br />DEPTH
<br />NOTES:
<br />1. CRUSHED CONCRETE IS NOT ALLOWED
<br />2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50'
<br />3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE
<br />AGGREGATE
<br />4. MAINTENANCE IS INCIDENTAL
<br />I
<br />G:\LOGOS\Hugo 2016.jpg ROCK CONSTRUCTION
<br />ENTRANCE
<br />Special Details
<br />Date:
<br />04-01-15
<br />Revised, HU -EC -1
<br />01-20-17
<br />BOTTOM
<br />OF
<br />DRAINAGE WAY
<br />O A
<br />�, 4 J
<br />LL_
<br />MAINTENANCE
<br />1. FILTER BARRIERS SHALL BE INSPECTED
<br />IMMEDIATELY AFTER EACH RAINFALL AND AT
<br />LEAST DAILY DURING PROLONGED RAINFALL. ANY
<br />REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
<br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME
<br />INEFFECTIVE PRIOR TO THE END OF THE
<br />EXPECTED USEABLE LIFE AND THE BARRIER STILL
<br />BE NECESSARY, THE FABRIC SHALL BE
<br />REPLACED PROMPTLY.
<br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER
<br />EACH STORM EVENT. THEY MUST BE REMOVED
<br />WHEN DEPOSITS REACH APPROXIMATELY 1/3 THE
<br />A
<br />ELEVATION:
<br />POINTS "A" SHOULD NO SCALE
<br />BE HIGHER THAN
<br />POINTS "B"
<br />HEIGHT OF THE BARRIER.
<br />4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
<br />AFTER THE SILT FENCE OR FILTER BARRIER IS
<br />NO LONGER REQUIRED SHALL BE DRESSED TO
<br />CONFORM WITH THE EXISTING GRADE, PREPARED
<br />AND SEEDED.
<br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS
<br />OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS
<br />REQUIRED AROUND WATER BODIES, STEEP
<br />SLOPES, AND HIGHLY ERODIBLE SOILS.
<br />Special Details
<br />PLACEMENT AND CONSTRUCTION Date' 04-01-15
<br />G:\LOGOS\Hugo 2016.jpg OF A SILT FENCE HU -EC -2
<br />Revised:
<br />01-20-17
<br />PROPOSED IMPROVEMENT FOR:
<br />Western Spring
<br />Manufacturing
<br />HUGO, MINNESOTA
<br />Linner-Morschen
<br />Arch itects
<br />10100 Morgan Avenue S.
<br />Bloomington, MN 55431
<br />_ PHONE: (952) 884-6455
<br />FAX: (952) 884-0860
<br />CAMPION
<br />N ENGINEERING
<br />SERVICES, INC.
<br />• Civil Engineering • Land Planning
<br />1800 Pioneer Creek Center,
<br />P.O. Box 249
<br />Maple Plain, MN 55359
<br />Phone: 763-479-5172
<br />Fax: 763-479-4242
<br />E -Mail: mcompion@campioneng.com
<br />I hereby certify that this plan, specification
<br />or report has been prepared by me or
<br />under my direct supervision and that
<br />I am a duly licensed Professional Engineer
<br />under the law,of the ate of Minnesota.
<br />1 04/05/2017
<br />Martin P. Campion -Lrc. # 19901 Date:
<br />CAMPION JOB NO. 16-039
<br />PROPOSED BY:
<br />CONSTRUCTION
<br />7685 CORPORATE WAY
<br />EDEN PRAIRIE MN
<br />952 937 8214
<br />WWW.SHAWCONSTRUCT.COM
<br />SHEET TITLE:
<br />DETAILS
<br />DATE: 03/15/2017 REVISION
<br />04/06/2017 PER 04/03/2017
<br />ENGINEERS MEMO
<br />DRAWN BY: KDK
<br />SHEET NO.
<br />6mO2
<br />INSTALLATION
<br />WIRE FENCING
<br />POST 1) SET POSTS AND 2)STAPLE THE
<br />EXCAVATE A WIRE MESH
<br />6"X6" TRENCH FENCING TO
<br />UPSLOPE ALONG EACH POST
<br />TRENCH THE LINE OF
<br />6"X6" THE POSTS
<br />VIII IIIII VIII VIII wilillu =11111=11111
<br />IIIII=11111 =IIIII -11111-11111 11111=11111
<br />=IIIII-
<br />11111= =11111
<br />=11111 -11111 11111
<br />3) ATTACH THE 4) BACKFILL THE
<br />FILTER FABRIC FILTER FABRIC TO TRENCH AND
<br />THE WIRE FENCING COMPACT THE
<br />AND THE TRENCH COMPACTED EXCAVATED
<br />BACKFILL SOIL
<br />11111 11111 =11111=11111= 11111=IIIII` "~I =11111=11111=
<br />=IIIII=11111 IIIII=11111 =IIIII=11111 IIIII=11111
<br />1111111111 1111111111 *11110J-11111
<br />Special Details
<br />Date:
<br />04-01-15
<br />Revised, HU -EC -1
<br />01-20-17
<br />BOTTOM
<br />OF
<br />DRAINAGE WAY
<br />O A
<br />�, 4 J
<br />LL_
<br />MAINTENANCE
<br />1. FILTER BARRIERS SHALL BE INSPECTED
<br />IMMEDIATELY AFTER EACH RAINFALL AND AT
<br />LEAST DAILY DURING PROLONGED RAINFALL. ANY
<br />REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
<br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME
<br />INEFFECTIVE PRIOR TO THE END OF THE
<br />EXPECTED USEABLE LIFE AND THE BARRIER STILL
<br />BE NECESSARY, THE FABRIC SHALL BE
<br />REPLACED PROMPTLY.
<br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER
<br />EACH STORM EVENT. THEY MUST BE REMOVED
<br />WHEN DEPOSITS REACH APPROXIMATELY 1/3 THE
<br />A
<br />ELEVATION:
<br />POINTS "A" SHOULD NO SCALE
<br />BE HIGHER THAN
<br />POINTS "B"
<br />HEIGHT OF THE BARRIER.
<br />4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
<br />AFTER THE SILT FENCE OR FILTER BARRIER IS
<br />NO LONGER REQUIRED SHALL BE DRESSED TO
<br />CONFORM WITH THE EXISTING GRADE, PREPARED
<br />AND SEEDED.
<br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS
<br />OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS
<br />REQUIRED AROUND WATER BODIES, STEEP
<br />SLOPES, AND HIGHLY ERODIBLE SOILS.
<br />Special Details
<br />PLACEMENT AND CONSTRUCTION Date' 04-01-15
<br />G:\LOGOS\Hugo 2016.jpg OF A SILT FENCE HU -EC -2
<br />Revised:
<br />01-20-17
<br />PROPOSED IMPROVEMENT FOR:
<br />Western Spring
<br />Manufacturing
<br />HUGO, MINNESOTA
<br />Linner-Morschen
<br />Arch itects
<br />10100 Morgan Avenue S.
<br />Bloomington, MN 55431
<br />_ PHONE: (952) 884-6455
<br />FAX: (952) 884-0860
<br />CAMPION
<br />N ENGINEERING
<br />SERVICES, INC.
<br />• Civil Engineering • Land Planning
<br />1800 Pioneer Creek Center,
<br />P.O. Box 249
<br />Maple Plain, MN 55359
<br />Phone: 763-479-5172
<br />Fax: 763-479-4242
<br />E -Mail: mcompion@campioneng.com
<br />I hereby certify that this plan, specification
<br />or report has been prepared by me or
<br />under my direct supervision and that
<br />I am a duly licensed Professional Engineer
<br />under the law,of the ate of Minnesota.
<br />1 04/05/2017
<br />Martin P. Campion -Lrc. # 19901 Date:
<br />CAMPION JOB NO. 16-039
<br />PROPOSED BY:
<br />CONSTRUCTION
<br />7685 CORPORATE WAY
<br />EDEN PRAIRIE MN
<br />952 937 8214
<br />WWW.SHAWCONSTRUCT.COM
<br />SHEET TITLE:
<br />DETAILS
<br />DATE: 03/15/2017 REVISION
<br />04/06/2017 PER 04/03/2017
<br />ENGINEERS MEMO
<br />DRAWN BY: KDK
<br />SHEET NO.
<br />6mO2
<br />
|