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<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND
<br />REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS.
<br />RELOCATE FENCE TO
<br />EAST SIDE OF RAIN
<br />GARDEN.
<br />LOCATE SILT FENCE
<br />ON PROPERTY LINE.
<br />MAY USE BIO—LOGS
<br />AS ALTERNATE.
<br />TOP OF BERM 2' RAIN GARDEN DEPRESSION
<br />1022.7 STORMWATER CONTROL
<br />2' DEEP X 5' WIDE
<br />N
<br />0
<br />.404 R
<br />T
<br />H
<br />0 10 20 40
<br />660%mmm�
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<br />tt---------
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<br />STORM WATER POLLUTION PREVENTION PLAN NOTES:
<br />\ice \
<br />1.
<br />GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL
<br />\
<br />o
<br />UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION.
<br />I
<br />2.
<br />ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND
<br />I( 1 I N
<br />SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, SEDIMENTATION BASINS
<br />w ¢
<br />OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE
<br />DRAWING NO.
<br />1 OF 1
<br />I
<br />IN THE FOLLOWING ORDER:
<br />I
<br />\\\\ \\\
<br />A. ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET.
<br />CHECKED BY:
<br />B. SILT FENCE.
<br />`\/Qo
<br />DESCRIPTION OF REVISIONS
<br />C. TEMPORARY CULVERTS,
<br />STORM WATER POLLUTION
<br />D. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES.
<br />pM
<br />Jw
<br />E. STORM WATER POND CONSTRUCTION. I
<br />F. COMMON EXCAVATION AND EMBANKMENT (GRADING }
<br />SAO
<br />G. SEED AND MULCH OR SOD.
<br />ITEM
<br />INSTALLATION
<br />H. BIO -ROLL BARRIERS IN FINISHED GRADED AREAS.
<br />REMOVAL I
<br />I
<br />i
<br />I. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK.
<br />3.
<br />GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE
<br />WITH CITY AND NPDES PHASE 11 PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS
<br />AFTER EACH RUN-OFF
<br />DRAINAGE AREA IS
<br />MAY BE SHOWN ON THESE PLANS OR SPECIFICATIONS. GRADING CONTRACTOR SHALL IMPLEMENT ANY
<br />SILT FENCE
<br />OF EARTHWORK OPERATIONS.
<br />ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENT PROPERTY.
<br />RESTORED.
<br />4.
<br />ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE
<br />\ cS x
<br />AS REQUIRED.
<br />CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES WHICH
<br />ROCK CONST.
<br />ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS I
<br />INSPECT REGULARLY.
<br />PRIOR TO PAVING.
<br />SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE
<br />ENTRANCE
<br />OF EARTHWORK OPERATIONS.
<br />ENGINEER. THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY
<br />DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.
<br />\I
<br />\\\\�
<br />OUTLET SKIMMER
<br />AFTER POND GRADING
<br />5.
<br />THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT
<br />O
<br />STRUCTURE
<br />CERTIFICATION OF ALL CONTROLLED FILLS WILL BE FURNISHED TO THE OWNER
<br />MAINTAIN AS NEEDED.
<br />_EDGE OF GRAVEL w / 31V0
<br />_ ___ � /
<br />DURING AND UPON COMPLETION OF THE PROJECT.
<br />6.
<br />ALL DISTURBED AREAS, EXCEPT AREAS TO BE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE
<br />PLAN, SHALL BE COVERED WITH A MINIMUM 4" OF TOP SOIL. ALL DISTURBED AREAS SHALL BE SEEDED
<br />& MULCHED AT THE PRESCRIBED RATES 'WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.
<br />POND GRADING, CONC.
<br />AT LEAST ANNUALLY
<br />SEED MIX: MNDOT NO. 50B 50#/ACRE
<br />3
<br />FILTER
<br />MULCH TYPE 1 2 TONS/ACRE (DISK ANCHORED)
<br />AND AFTER HEAVY
<br />FERTILIZER: 150#/ACRE RATE OF APPLICATION 20-10-10
<br />----------- >
<br />OUTLET INSTALLATION.
<br />ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF ANY i
<br />o -
<br />/1
<br />-' 3
<br />SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED
<br />2
<br />INSPECT & MAINTAIN
<br />SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING TABLE OF SLOPES AND TIME FRAMES.
<br />DETENTION POND
<br />TYPE OF SLOPE TIME (Maximum time an area can remain open when the area is not
<br />AFTER HEAVY RAINFALL
<br />PERMANENT.
<br />actively being worked)
<br />4
<br />_J--- 1
<br />OPERATIONS.
<br />STEEPER THAN 3:1 7 DAYS
<br />10:1 TO 3:1 14 DAYS
<br />SEDIMENTS AS NEEDED.
<br />FLATTER THAN 10:1 21 DAYS
<br />o
<br />N GO -1 4= 6
<br />7.
<br />THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLAN WERE TAKEN FROM A PLAN I
<br />INSPECT & MAINTAIN
<br />NO REMOVAL
<br />FURNISHED BY OWNER.
<br />SEED & MULCH
<br />AFTER FINAL GRADING
<br />AFTER HEAVY RAINS.
<br />NECESSARY.
<br />8.
<br />CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION LIMIT.
<br />OPERATIONS.
<br />9.
<br />IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED
<br />I
<br />ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION, I
<br />AREAS IMMEDIATELY.
<br />10.
<br />PROVIDE TEMPORARY SEDIMENTATION BASINS AS DIRECTED BY THE ENGINEER.
<br />INLET PROTECTION
<br />11.
<br />ALL REQUIREMENTS OF THE LOCAL WATERSHED DISTRICT SHALL BE SATISFIED PER THE APPROVED PERMIT.
<br />AFTER TRIBUTARY AREAS
<br />12.
<br />ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND
<br />BMP IS REACHED
<br />IMPLEMENTED IN THE FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM TO THE MPCA'S
<br />\
<br />"PROTECTING WATER QUALITY IN URBAN AREAS: BEST MANAGEMENT PRACTICES FOR MINNESOTA".
<br />13.
<br />DEWATERING AND/OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTATION BASINS
<br />`j
<br />! ��- ---_ \_i
<br />-__
<br />WHEREVER POSSIBLE. ALL DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FORM EROSION &
<br />O R2
<br />S
<br />��
<br />SCOUR THROUGH USE OF APPROVED ENERGY DISSIPATION DEVICES.
<br />14.
<br />ALL SOLID WASTE/ CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH MPCA
<br />REQUIREMENTS. HAZARDOUS MATERIALS SHALL BE STORED/ DISPOSED OF IN COMPLIANCE WITH
<br />m o
<br />MPCA REGULATIONS
<br />0 0
<br />15.
<br />CONTRACTOR SHALL USE RAPID STABILIZATON METHODS PER MnDOT 2573 AS NEEDED DURING THE COURSE OF Iw
<br />THE WORK TO MAINTAIN CONFORMANCE WITH THE CITY AND NPDES 11 PERMIT REQUIREMENTS.
<br />o
<br />THIS WORK SHALL CONSIST OF OPERA11ONS NECESSARY TO RAPIDLY STABILIZE SMALL CRITICAL AREAS, TO Iw
<br />v
<br />PREVENT OFF SITE SEDIMENTATION AND/OR TO COMPLY WITH PERMIT REQUIREMENTS. THE WORK MAY BE
<br />m
<br />PREFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS. THIS WORK WILL BE
<br />v
<br />CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT. THIS WORK
<br />SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE MnDOT STANDARD SPECIFICATTONS,THE DETAILS SHOWN
<br />�+
<br />IN THE PLANS, AND THE FOLLOWING:
<br />O
<br />THERE ARE FIVE STABILIZATION METHODS APPROVED FOR THESE OPERATIONS. THESE METHODS MAY BE
<br />CONDUCTED INDEPENDENTLY OR IN COMBINATION.
<br />I
<br />\ N
<br />METHOD #1: APPLY TYPE 1 MULCH AND DISC ANCHOR
<br />METHOD #2: APPLY TYPE 1 MULCH AND TACK WITH TYPE 5 HYDRAULIC SOIL STABILIZER
<br />N
<br />METHOD #3: HYDROSPREAD SEED,FERTILIZER AND TYPE 6 HYDRAULIC SOIL STABILIZER
<br />METHOD #4: HAND INSTALL SEED, FERTILIZER AND EROSION CONTROL BLANKET CATEGORY 3 ------
<br />OS - - - - - - - - - - - - -
<br />METHOD #5: PLACE GEOTEXTILE AND RIP RAP CLASS II IN VARIOUS CONFIGURATIONS
<br />THESE EFFORTS WILL BE INCIDENTAL TO THE EROSION CONTROL BID ITEM.
<br />16.
<br />CHANGE OF COVERAGE: FOR STORM WATER DISCHARGES FROM CONSTRUCTION PROJECTS WHERE THE OWNER OR I
<br />LLI
<br />OPERATOR CHANGES, (E.G.,AN ORIGINAL DEVELOPER SELLS PORTIONS OF THE PROPERTY TO VARIOUS BUILDERS)
<br />THE NEW OWNER OR OPERATOR MUST SUBMIT A SUBDIVISION REGISTRATION WITHIN 7 DAYS OF ASSUMING I
<br />OPERATIONAL CONTROL OF THE SITE, COMMENCING WORK ON THEIR PORTION OF THE SITE , OR OF THE LEGAL
<br />a,
<br />TRANSFER, SALE OR CLOSING ON THE PROPERTY. I
<br />'C;
<br />t---
<br />17.
<br />INDIVIDUAL SITE BUILDERS SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL NECESSARY EROSION I
<br />0 P
<br />CONTROL MEASURES AS MAY BE REQUIRED. REQUIRED ECM'S SHALL CONSIST OF BUT NOT BE LIMITED
<br />0)
<br />TO THE FOLLOWING:
<br />00
<br />U)
<br />A. STAKED FIBER LOG ROLLS AT BACK OF ALL CURB EXCEPT AT CONSTRUCTION/DRIVEWAY ENTRANCE.
<br />B. SILT FENCE ON ALL DOWN GRADIENT SLOPES FROM CONSTRUCTION AREA. SILT FENCE SHALL HAVE
<br />THE BOTTOM DUG IN WITH SOIL FIRMLY COMPACTED.
<br />w
<br />C. ROCK CONSTRUCTION ENTRANCE HAVING 1" TO 2" CLEAR ROCK OVER GEOTEXTILE FABRIC.
<br />D. STREET CLEANING AS MAY BE REQUIRED SHOULD VEHICLE TRACKING OCCUR. I
<br />w
<br />0
<br />INDIVIDUAL SITE BUILDERS ARE REQUIRED TO MAINTAIN ECM'S UNTIL SUCH TIME AS INDIVIDUAL
<br />YARDS/VEGETATION ARE ESTABLISHED.
<br />18.
<br />CONTRACTOR SHALL PROVIDE A TEMPORARY SEDIMENTATION BASIN ON SITE FOR CONSTRUCTION WASH OUT USE. I
<br />TEMPORARY BASIN SHALL BE LOCATED AS TO PROVIDE EASY ACCESS FOR CONSTRUCTION VEHICLES AND
<br />z0
<br />CONCRETE TRUCKS AS NECESSARY. I
<br />w 0
<br />19.
<br />INLET SEDIMENTATION CONTROL I5 TO BE PROVIDED TO ALL STORM SEWER CATCH BASINS THROUGHOUT
<br />w
<br />0
<br />CONSTRUCTION.
<br />MEASURES APPLIED SHALL COMPLY WITH BEST MANAGEMENT PRACTICES FOR MINNESOTA AND
<br />I
<br />APPLICATIONS OF NPDES PHASE 11 AS APPROPRIATE FOR PHASE OF CONSTRUCTION.
<br />O o
<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND
<br />REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS.
<br />RELOCATE FENCE TO
<br />EAST SIDE OF RAIN
<br />GARDEN.
<br />LOCATE SILT FENCE
<br />ON PROPERTY LINE.
<br />MAY USE BIO—LOGS
<br />AS ALTERNATE.
<br />TOP OF BERM 2' RAIN GARDEN DEPRESSION
<br />1022.7 STORMWATER CONTROL
<br />2' DEEP X 5' WIDE
<br />N
<br />0
<br />.404 R
<br />T
<br />H
<br />0 10 20 40
<br />660%mmm�
<br />i s RIPRAP WEIR OVERFLOW SCALE IN FEET
<br />821f10 '3NO0
<br />-
<br />_ 101 ------
<br />--------------- ---`a,
<br />-
<br />__-_-_---------- �---------o
<br />-------------------------
<br />--_
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<br />0 ( o I I b\ o I I--IPROPJSED I \OVERFLOW SWAL (TIE
<br />BI
<br /><jbjj �I I / I 3 x x 'n 1 i IiJTO EXISTING RIP RAP,
<br />v �In j x xl 1 / s \\ 3 3\I N�_� x I \
<br />ASPHALT 4D \
<br />/ �'S \ MATCH EXISTING O TYPICAL ti� I \
<br />x ° O
<br />o �0 o ELEVATION AT o_ i MAINTAIN MINIMUM 12"
<br />tt---------
<br />1 x w — — — ' _ — a — - IN - o o W I VERTICAL SEPARATION
<br />M ti I— — — — �x� — N I BETWEEN TOP- OF
<br />1 \ I W / v �0 N N o EDGE OF BITUMINOUS — — — o l0
<br />T N I z' I OVEREOW Rl0PRAP ANC
<br />BOTTOV OF FENCING.
<br />m x\+/I I QI N o N (� / \
<br />I I 1 1 O � x / S �Q I / \ \
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<br />�— — — — — — — — \ C) x
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<br />—
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<br />EXISTING x i I x
<br />o W;d B I T U M I N 0 U S x R\ I N z I
<br />¢ x CD
<br />o I /
<br />ELEVATION
<br />J IRS I I I /' / \ O
<br />' 1 I r' x¢O
<br />UM o'uWDO? x
<br />X / J
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<br />wa f�;T �
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<br />zo
<br />III I x - / 1 X
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<br />SITE, GRADING & UTILITY PLAN
<br />I
<br />ww
<br />tr
<br />X
<br />w
<br />I( 1 I N
<br />,/
<br />w ¢
<br />DRAWN:
<br />PSH
<br />DRAWING NO.
<br />1 OF 1
<br />I
<br />o�
<br />\\\\ \\\
<br />CHECKED BY:
<br />N0.
<br />`\/Qo
<br />DESCRIPTION OF REVISIONS
<br />STORM WATER POLLUTION
<br />PREVENTION PLAN
<br />pM
<br />Jw
<br />SCHEDULE OF INSTALLATION & MAINTENANCE I
<br />SAO
<br />00
<br />ZZ
<br />ITEM
<br />INSTALLATION
<br />INSPECTION & MAINTENANCE
<br />REMOVAL I
<br />I
<br />i
<br />INSPECT & MAINT.
<br />AFTER TRIBUTARY
<br />PRIOR TO COMMENCEMENT
<br />AFTER EACH RUN-OFF
<br />DRAINAGE AREA IS
<br />SILT FENCE
<br />OF EARTHWORK OPERATIONS.
<br />EVENT. REMOVE SEDIMENTS
<br />RESTORED.
<br />O
<br />8;851
<br />\ cS x
<br />AS REQUIRED.
<br />ROCK CONST.
<br />PRIOR TO COMMENCEMENT
<br />INSPECT REGULARLY.
<br />PRIOR TO PAVING.
<br />ENTRANCE
<br />OF EARTHWORK OPERATIONS.
<br />MAINTAIN AS NEEDED.
<br />\I
<br />\\\\�
<br />OUTLET SKIMMER
<br />AFTER POND GRADING
<br />INSPECT REGULARLY.
<br />PERMANENT. I
<br />O
<br />STRUCTURE
<br />IS COMPLETED.
<br />MAINTAIN AS NEEDED.
<br />_EDGE OF GRAVEL w / 31V0
<br />_ ___ � /
<br />' I( jl
<br />UPON COMPLETION OF
<br />INSPECT & MAINTAIN
<br />RIP -RAP &
<br />POND GRADING, CONC.
<br />AT LEAST ANNUALLY
<br />PERMANENT.
<br />3
<br />FILTER
<br />SWALE CONST. AND
<br />AND AFTER HEAVY
<br />----------- >
<br />OUTLET INSTALLATION.
<br />RAINFALL EVENTS.
<br />o -
<br />/1
<br />-' 3
<br />3 M a /'
<br />2
<br />INSPECT & MAINTAIN
<br />0p
<br />DETENTION POND
<br />DURING EARTHWORK
<br />AFTER HEAVY RAINFALL
<br />PERMANENT.
<br />1
<br />4
<br />_J--- 1
<br />OPERATIONS.
<br />EVENTS. REMOVE
<br />SEDIMENTS AS NEEDED.
<br />-
<br />\
<br />o
<br />N GO -1 4= 6
<br />--- -- I
<br />--'
<br />441.12'-7
<br />----- - 0
<br />3211
<br />INSPECT & MAINTAIN
<br />NO REMOVAL
<br />\-----'-
<br />0
<br />1
<br />SEED & MULCH
<br />AFTER FINAL GRADING
<br />AFTER HEAVY RAINS.
<br />NECESSARY.
<br />x .r
<br />OPERATIONS.
<br />REPLACE WASH-OUT
<br />i
<br />I
<br />1
<br />AREAS IMMEDIATELY.
<br />INLET PROTECTION
<br />UPON INLET CONSTRUCTION
<br />WHEN 1/3 CAPACITY OF
<br />AFTER TRIBUTARY AREAS
<br />WEST LINE OF THE EAST HALF OF THE SOUTHWEST x
<br />/' EDGE OF BITUMINOUS
<br />BMP IS REACHED
<br />ARE FULLY RESTORED
<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND
<br />REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS.
<br />RELOCATE FENCE TO
<br />EAST SIDE OF RAIN
<br />GARDEN.
<br />LOCATE SILT FENCE
<br />ON PROPERTY LINE.
<br />MAY USE BIO—LOGS
<br />AS ALTERNATE.
<br />TOP OF BERM 2' RAIN GARDEN DEPRESSION
<br />1022.7 STORMWATER CONTROL
<br />2' DEEP X 5' WIDE
<br />N
<br />0
<br />.404 R
<br />T
<br />H
<br />0 10 20 40
<br />660%mmm�
<br />i s RIPRAP WEIR OVERFLOW SCALE IN FEET
<br />821f10 '3NO0
<br />-
<br />_ 101 ------
<br />--------------- ---`a,
<br />-
<br />__-_-_---------- �---------o
<br />-------------------------
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<br />w mol n I I / O �- 9 , \ CL 3 RIPRAP
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<br />x ° O
<br />o �0 o ELEVATION AT o_ i MAINTAIN MINIMUM 12"
<br />tt---------
<br />1 x w — — — ' _ — a — - IN - o o W I VERTICAL SEPARATION
<br />M ti I— — — — �x� — N I BETWEEN TOP- OF
<br />1 \ I W / v �0 N N o EDGE OF BITUMINOUS — — — o l0
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<br />SITE, GRADING & UTILITY PLAN
<br />\
<br />\ \
<br />X
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<br />I( 1 I N
<br />,/
<br />DRAWN:
<br />PSH
<br />DRAWING NO.
<br />1 OF 1
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<br />DESCRIPTION OF REVISIONS
<br />pM
<br />SAO
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<br />�F
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<br />No
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<br />9 0
<br />0 9
<br />( \ w
<br />,�----------------------- d
<br />_EDGE OF GRAVEL w / 31V0
<br />_ ___ � /
<br />' I( jl
<br />o r
<br />3
<br />of
<br />----------- >
<br />BUILDING SETBACK LINE
<br />o -
<br />/1
<br />-' 3
<br />3 M a /'
<br />2
<br />/\\\
<br />0p
<br />1 1
<br />1
<br />4
<br />_J--- 1
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<br />00
<br />-
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<br />o
<br />N GO -1 4= 6
<br />--- -- I
<br />--'
<br />441.12'-7
<br />----- - 0
<br />3211
<br />- -- -- 1 0
<br />----
<br />\-----'-
<br />0
<br />1
<br />LLI V)
<br />zQ
<br />w
<br />O �
<br />x .r
<br />i
<br />I
<br />1
<br />; o
<br />_---------
<br />--
<br />WEST LINE OF THE EAST HALF OF THE SOUTHWEST x
<br />/' EDGE OF BITUMINOUS
<br />\
<br />\
<br />--------------
<br />---1023-----
<br />QUARTER OF THE NORTHEAST QUARTER OF SECTION 33_=_ -_--__-----
<br />! ��- ---_ \_i
<br />-__
<br />S
<br />��
<br />LEGEND
<br />------902------ EXISTING CONTOUR =>
<br />------910------- EXISTING 10' CONTOUR
<br />--902 PROPOSED CONTOUR >
<br />�910— PROPOSED 10' CONTOUR
<br />CL STREET I I
<br />CURB & GUTTER I I
<br />— — — — — — — BLDG. SETBACK UNE >>
<br />CALL 48 HOURS BEFORE DIGGING:
<br />D & U EASEMENT LINE
<br />GOPHER STATE 0 N E CALL — — — »
<br />WETLAND & POND 1023.2
<br />CALL 811 16.5' BUFFER UNE
<br />DELINEATED WETLAND UNE
<br />\ CONC. CURB--- zI
<br />---CONC. CURB 621f10 'ON00 o
<br />NLs
<br />C4
<br />— —
<br />M I
<br />N
<br />\ x x _
<br />B I T U M) -N" --G U S '
<br />,•j NO N 1
<br />N o
<br />0 x z
<br />DRAINAGE ARROW
<br />SILT FENCE
<br />EXISTING SAN. SEWER
<br />PROPOSED SAN. SEWER
<br />EXISTING WM
<br />PROPOSED WM
<br />EXISTING STORM SEWER
<br />PROPOSED STORM SEWER
<br />PROPOSED ELEVATION
<br />SUGGESTED PLANTINGS
<br />- NEW ENGLAND ASTER
<br />- BLUEFLAG IRIS
<br />- VIRGINIA BLUEBELLS
<br />- CATERPILLAR SEDGE
<br />AMENDED SUB -SOIL TO
<br />PROMOTE INFILTRATION
<br />80% SAND/20% PEAT OR
<br />COMPOST
<br />RAIN WATER GARDEN CROSS-SECTION
<br />NOT TO SCALE
<br />,O,F ELEVATION
<br />AS PER PLAN (7022.5)
<br />'2 FT (10227)
<br />1B"
<br />Is"
<br />ASS �QIflUIRIP RAP OTE"LE LINER
<br />5 FT
<br />RIP -RAP OVERFLOW WEIR
<br />WIRE MESH REINFORCEMENT
<br />(OPTIONAL)
<br />ENGINEERING FABRIC
<br />METAL OR WOOD -
<br />POST OR STAKE
<br />`-2.5" MNDOT 41B. BITUMINOUS
<br />FABRIC ANCHORAGE WEAR (MIN.) (MNDOT 2331.3)
<br />TRENCH BACKFILL HATH
<br />TAMPED NATURAL SOIL
<br />DIRECTION OF 6.0" CLASS 5 AGGREGATE BASE
<br />RUNS `: __ s INCH=MINIMUYII OR, CLASS 7 RECYCLE BASE
<br />'sand. �- APPROVED SUBGRADE
<br />INCH MINIMUM
<br />NOTE: DEPENDING UPON CONFIGURATION. ATTACH FABRIC TO HARE MESH WITH
<br />HOG RINGS. STEEL POSTS WITH TE WIRES, OR WOOD POSTS HATH STAPLES.
<br />TYPICAL INSTALLATION FOR SILT FENCE
<br />(SECTION 6.3, MPCA'S BEST MANAGEMENT PRACTICES-)
<br />TYPICAL PAVEMENT SECTION
<br />NOT TO SCALE
<br />N
<br />STR-12
<br />N
<br />\
<br />\
<br />o
<br />SITE, GRADING & UTILITY PLAN
<br />\
<br />PLOTTED:
<br />LEGEND
<br />------902------ EXISTING CONTOUR =>
<br />------910------- EXISTING 10' CONTOUR
<br />--902 PROPOSED CONTOUR >
<br />�910— PROPOSED 10' CONTOUR
<br />CL STREET I I
<br />CURB & GUTTER I I
<br />— — — — — — — BLDG. SETBACK UNE >>
<br />CALL 48 HOURS BEFORE DIGGING:
<br />D & U EASEMENT LINE
<br />GOPHER STATE 0 N E CALL — — — »
<br />WETLAND & POND 1023.2
<br />CALL 811 16.5' BUFFER UNE
<br />DELINEATED WETLAND UNE
<br />\ CONC. CURB--- zI
<br />---CONC. CURB 621f10 'ON00 o
<br />NLs
<br />C4
<br />— —
<br />M I
<br />N
<br />\ x x _
<br />B I T U M) -N" --G U S '
<br />,•j NO N 1
<br />N o
<br />0 x z
<br />DRAINAGE ARROW
<br />SILT FENCE
<br />EXISTING SAN. SEWER
<br />PROPOSED SAN. SEWER
<br />EXISTING WM
<br />PROPOSED WM
<br />EXISTING STORM SEWER
<br />PROPOSED STORM SEWER
<br />PROPOSED ELEVATION
<br />SUGGESTED PLANTINGS
<br />- NEW ENGLAND ASTER
<br />- BLUEFLAG IRIS
<br />- VIRGINIA BLUEBELLS
<br />- CATERPILLAR SEDGE
<br />AMENDED SUB -SOIL TO
<br />PROMOTE INFILTRATION
<br />80% SAND/20% PEAT OR
<br />COMPOST
<br />RAIN WATER GARDEN CROSS-SECTION
<br />NOT TO SCALE
<br />,O,F ELEVATION
<br />AS PER PLAN (7022.5)
<br />'2 FT (10227)
<br />1B"
<br />Is"
<br />ASS �QIflUIRIP RAP OTE"LE LINER
<br />5 FT
<br />RIP -RAP OVERFLOW WEIR
<br />WIRE MESH REINFORCEMENT
<br />(OPTIONAL)
<br />ENGINEERING FABRIC
<br />METAL OR WOOD -
<br />POST OR STAKE
<br />`-2.5" MNDOT 41B. BITUMINOUS
<br />FABRIC ANCHORAGE WEAR (MIN.) (MNDOT 2331.3)
<br />TRENCH BACKFILL HATH
<br />TAMPED NATURAL SOIL
<br />DIRECTION OF 6.0" CLASS 5 AGGREGATE BASE
<br />RUNS `: __ s INCH=MINIMUYII OR, CLASS 7 RECYCLE BASE
<br />'sand. �- APPROVED SUBGRADE
<br />INCH MINIMUM
<br />NOTE: DEPENDING UPON CONFIGURATION. ATTACH FABRIC TO HARE MESH WITH
<br />HOG RINGS. STEEL POSTS WITH TE WIRES, OR WOOD POSTS HATH STAPLES.
<br />TYPICAL INSTALLATION FOR SILT FENCE
<br />(SECTION 6.3, MPCA'S BEST MANAGEMENT PRACTICES-)
<br />TYPICAL PAVEMENT SECTION
<br />NOT TO SCALE
<br />N
<br />STR-12
<br />DESIGNED:
<br />MBB
<br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS
<br />PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I
<br />PROFESSIONAL ENGINEER UNDER E LAWS OF THEE
<br />A DULY LICENSEDED TH
<br />STATE OF MINNESOTA.
<br />PRINT NAME: MICHAEL B. BRANDY , P.E.
<br />SIGNATURE:
<br />DATE 5-19-09 LICENSE # 41258
<br />Anderson Engineering of Minnesota, LLC
<br />CIVIL E N G I N E E R I N G AND LAND SURVEYING
<br />13605 1st AVENUE NORTH, SUITE 100, PLYMOUTH, MN 55441
<br />TEL (763) 412-4000 FAX (763) 412-4090
<br />SP EN SA
<br />OR ON 0, MINNESOTA
<br />SP EN SA DEVELOPMENT GROUP LLC
<br />SITE, GRADING & UTILITY PLAN
<br />COMM. NO.
<br />11586
<br />PLOTTED:
<br />DRAWN:
<br />PSH
<br />DRAWING NO.
<br />1 OF 1
<br />CHECKED BY:
<br />N0.
<br />DATE
<br />DESCRIPTION OF REVISIONS
<br />
|