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<br /> �P/O / EROSION CONTROL BLANKET
<br /> + 865 INLET PROTECTION
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<br /> \ \v� % �' / ^`moo\° \� \\ ` \ /// SILT FENCE, OFFSET 5'FOR CLARITY Architecture
<br /> �\ ^`��°�/�r // c ��`\ �` Interior Design
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<br /> \ 10.86% `� ^ 860 ' i� \ / LIMITS OF DISTURBANCE
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<br /> \ / 86 o ,� • . , \ Landscape Architecture
<br /> \ �\ \ / SOIL TYPE BOUNDARY
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<br /> �.26°�/0 � �..:.:..�:.'' .:. \\ � \ o D90B NYMORE LOAMY SAND, 1 TO 6 PERCENT SLOPES
<br /> -� 222 North Second Street
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<br /> � o / 1 � • � ��. \\ \.` �� F 0 Long & Kees Bldg
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<br /> Q •/ :;.'.:' \\ NYMORE LOAMY COARSE SAND 12 TO 25
<br /> rn � � �'. ..:.. � � �\...'..'.'.,. ..' ....'.,.. \ �/ NrD Suite 101
<br /> \ \\ \ O PERCENT SLOPES
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<br /> 8690 `�87 Oo \
<br /> 9 0 / 1'. .':' '.'' :':,\�*.'- ".. \ NrA NYMORE LOAMY SAND,0 TO 12 PERCENT SLOPES Minneapolis, MN
<br /> = O" �j `� �/ �i, SA° '' \ \\ \ \ NrC NYMORE LOAMY SAND,6 TO 12 PERCENT SLOPES 55401
<br /> 612.339.3752
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<br /> %�� ///N � , � � � � . \�� _I / \ / � � \\ —�\ '� \\\oo �` EROSION CONTROL PLAN NOTES
<br /> 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE
<br /> / / / ss/ / �� i 1 ') • \ \ \ / INSTALLED PRIOR TO CONSTRUCTION. CONSULTANTS
<br /> 1 / ,• \ \ \ 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE
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<br /> � \ Q �• �/ r'c� ,''+': r" GRADING.
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<br /> � 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL >>
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<br /> \ MEASURES.
<br /> \ \� \ \ 4. WITHIN ONE WEEK(7 DAYS)OF SITE GRADING,ALL DISTURBED AREAS SHALL Horn
<br /> Gr \ \ \ \ BE STABILIZED WITH SEED,SOD,OR ROCK BASE. REFER TO LANDSCAPE
<br /> L / \ I �g8 b \ / /, \� �' \�. ►if...\\:: \\ / ��' / / \ \ ` �\ �\ y PLANS FOR MATERIALS.
<br /> gb ...:.... �\'.:.'.''. >::':'''. \ \ / \ 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN
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<br /> I N 1 5 ': � \ t / I 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES,
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<br /> INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE
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<br /> E / \ \,:\ ': \ \ w \° / DURATION OF THE CONSTRUCTION.
<br /> �`� / m / I 111 \ / \ \ I I \ I - wL \ 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE
<br /> .�° ; , II NYA �' \ \ _ . \, I ,_\_ M �, \ CONTRACTOR. HAVILAND FIELDS
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<br /> �{ / *► I ° o. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS
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<br /> �3.- j2 \`, . ` \ ESTABLISHED.
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<br /> 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO
<br /> EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS
<br /> \ �' AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.
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<br /> E , s !�• ° III \ \ o \ i$�o \ \ \ 10. IF BLOWING DUST BECOMES A NUISANCE,THE CONTRACTOR SHALL APPLY
<br /> gt��f� ::". ."" '�°° WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.
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<br /> SEQUENCE OF CONSTRUCTION:
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<br /> O . '. - 8� UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS:TRAILER,
<br /> >P\ :.:'.. III /\ \�h r ` 1 �(� 210 ' n PARKING, LAYDOWN, PORTA-POTTY,WHEEL WASH,CONCRETE WASHOUT, FUEL
<br /> Oj AND MATERIAL STORAGE CONTAINERS,SOLID WASTE CONTAINERS, ETC.,
<br /> O � �9 0 `\:'. I I \ IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN
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<br /> LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.
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<br /> " \ BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:
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<br /> O \ 1. TEMPORARILY SEED THROUGHOUT CONSTRUCTION DENUDED AREAS THAT
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<br /> ° f': 2. INSTALL UTILITIES UNDERDRAINS STORM SEWERS UNDERGROUND SYSTEM
<br /> cP \ \ CURBS AND GUTTERS.
<br /> Z \ / D 1.70/° 3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER
<br /> Q \'::. \ STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
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<br /> _ 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT
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<br /> .. .: : 5. PREPARE SITE FOR PAVING.
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<br /> 0 83 6. PAVE SITE AND INSTALL STRIPING.
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<br /> INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS
<br /> WORK PROGRESSES.
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<br /> 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER
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<br /> � ° 9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE
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<br /> SITE HAS BEEN FULLY STABILIZED THEN:
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<br /> 1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL
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<br /> C �, /. - - - o / 2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS.
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<br /> N� . _ ` I SITE DISCHARGE
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<br /> .>,a.:- . ..- MILES EAST-SOUTH EAST OF THE SITE.THE RUM RIVER IS CONSIDERED A
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<br /> N o I SCENIC OR RECREATIONAL RIVER SEGMENT AND RESTRICTED WATER AS
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<br /> C _ _ c„ w — / / -- _ T EROSION AND
<br /> Q U � _ _ , - _ _ -� a _W . _ SEDIMENT CONTROL
<br /> .�. _ — — --� �_ — 11 ■i PLAN PHASE 2
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<br /> LU I \� , SHEET NUMBER
<br /> of E GRAPHIC SCALE IN FEET W
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