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<br />885.0
<br />EWETI-10 CPCP r A��
<br />10' WIDE EOF = 889.80 . 891x3 °o o SILT FENCE
<br />INSTALL SEED WITH \ r 'Gp Jar (T1(P, )
<br />STABILIZATION �9 t
<br />EDGE OF DELINEATED BLANKET \ 0.'.• S0�9 \
<br />WETLAND AS LOCATED
<br />ON JUNE 23, 2020. 88.9 1� 1A pis
<br />886.0 "jam 886. $ 9'..
<br />SETIP41578
<br />EWE -9 It'\WMON 3jd$•_ I)
<br />KM PT9�/
<br />TOTAL DISTURBED AREA ° ° \ /8�90050 \\l 91.
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<br />0.82 ACRES �1CYFAFK S TB
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<br />W�' y1� 3 I NG BLDBA \ \ 891.2 x \ 2T
<br />/ 1593
<br />/ 887.5 '0 5
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<br />#��a890.50 I a $ �� \\ \ x890.8 r \
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<br />Know what's below.
<br />Call before you dig.
<br />SITE SEQUENCING
<br />• PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE
<br />DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT CITY TO INSPECT EROSION
<br />CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL
<br />CONDITIONS REQUIRE.
<br />• THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT
<br />SPECIFICATIONS AS MODIFIED BELOW.
<br />DRAWN BY: DESIGN BY:
<br />M.Q.A. C.W.P.
<br />CHCKD BY: PROJ. NO.
<br />M.Q.A. 21-1998
<br />ORIGINAL DATE:
<br />OCTOBER 18, 2021
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<br />886.0 EWET1-6 00 TREE2-16 1 INp ATION SB#5 \ \ c'�, * MOW A MINIMUM OF ONCE PER 2 WEEKS
<br />DOUBLE SI o 8 9 3 �� IN (P1) ss9�°g�� \ \ r '� \ \ ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS w w
<br />v \ TO PROTECT SEEDS AND LIMIT EROSION. W
<br />FENCE (OR EQ IV. \ O\
<br />PERIMETEF o °'BOT 888.50
<br />Q
<br />co\ �0 \ ' 9 �° 20 • ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN FOURTEEN (14) DAYS. W N
<br />CONTROL DEV CE) RUNOUT 889.00 \ r 10, so rn
<br />FOR GRADE 100 YR 889.67 SS'62oFr� Q
<br />36, AREAS LESS T AN z \ \ \ s. 0 68 R
<br />ILI�� \ \ \ // °tio�oGFo • THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION
<br />NE 50 FT. FRO i a'ox8 ��h �Ati \\x890'9 x890 9 \ \Pos9� r °ssoo�°� CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES.
<br />1890.8 57
<br />WETLAND ED E SB#4 0• 890 �8g2 62 �9°0�G \ \ \'� s O 2�o°A���t • THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF
<br />"• i \ �Qf \ \ 0 �sG ��� BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON N
<br />m' \2c �S� r xs9o.s \ ESTABLISHMENT OF VEGETATION.
<br />889 6 9 m � \ ss 90 N s E
<br />8 .0
<br />TREEz-lo-6 B#3 \ �� \ �� • THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. -
<br />89291Jr° Q.:.•'' °s��� 91.1; \\ \ \ 890.7 ' o L O
<br />6 \ \ \ \ r 890.6 �(i OL.L"- a� 0 z
<br />CD i • PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID CL_
<br />893.6 x 893.4: \ \
<br />s91 3 FACILITIES ONCE SITE HAS BEEN STABILIZED. _
<br />X i� �'q iB B � (6 C .� � 0 V
<br />F F O
<br />q9199Z) p 0.92'7 s o • IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION `� d
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<br />\ M ff I ON-PT15 \ yG Z
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<br />r �� CONTROL BLANKET AS NEEDED. CL (1) .0
<br />2 2. rn \ ` � cn
<br />10 co �� s 89 6 8 >° p \ \ 9S �Fp FOREBAY �%� \ • THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. v W
<br />3g a : \v.g .............
<br />�Q
<br />N89
<br />x888.a .0 tiG • THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES & OVERFLOWS. = rn
<br />/, °S )pB#2 PROPOSED BUILDING \\ �gQFj 10' PARK' SETBACK
<br />888.4 _- 892.0 : 891.4 \ \ Q • UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL WITH SOD OR SEED, AND MULCH ANCHORED WITH A .a
<br />sss.s 1-ua O s - -- 2,873 S.F. \ c \ F /
<br />EWETl-3 -PROPOSED �RAIN�GE �1 0 892y © FFE 892.70 \°S s\\\ r STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. ?} J
<br />AND 4�' ° \ c o LLI
<br />UTILITY EASE NT-� \ �L �o0 9C'� \ s 9s yL • EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE
<br />600 , . ss\ O Q
<br />a88.0 s Y
<br />SETIP41578 892.1 s-3.7 SILT FENCE PLACED ON DOWNSTREAM SIDES. _ O 0
<br />SETIP41578 '` e
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<br />p T \ \ ch 1p (99 ��J • IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL CAUSE SUCH
<br />�9 ,v 2C\ y s BiTgOi�'90 o�°s 7 J- \ SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH SOILING OR
<br />s ° SFj�\° s9°•3 891.3
<br />2184 P �Gc ql� �\ �0�` r o90 ^ LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. Z z
<br />892 49�S0 SB#1 / 0 O
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<br />z186 $91.� �$gp s 0 70. P g�: s�9� r °y� �90 �9J \ OTHER POLLUTION CONTROL MEASURES o y w
<br />89z.7 0> p 9> W 0 Z
<br />COT22
<br />. x 889.1 S \ 09 � d... (D � \ .. � cgs F'A Q = Z Q
<br />gg3,g \ CONSTRUCTION WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT OF SITE CONSTRUCTION SHALL BE COLLECTED AND coo= Q
<br />\SJ�C ,� � /�� ��ti cb �91.12 co 1 r REMOVED ACCORDING TO ALL LOCAL AND/OR STATE WASTE MANAGEMENT REGULATIONS BY A LICENSED SOLID WASTE MANAGEMENT W CL
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<br />A COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE PRACTICES. O
<br />°S \ ��° `o A cy BFQ V Z
<br />$ypp °°� 8 .45)s( P o \ ° �°s \ r s W W Q z
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<br />$ 92.3 9 5032 PR N HAZARDOUS WASTES - ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN 0 OU
<br />9Y 69 1, ti INLET � �
<br />xs91.1 �� . ,,; °°� s91.s eb. 1 4 OTECTIO NECESSARY HAZARDOUS WASTES WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY THE
<br />2152 '.. �0 .S% ELM8 \ 0
<br />�5.. ,j l J g �' ti ELrIB \ r 9s of (TYP.) MANUFACTURER. Z
<br />892E4 1��r 2151 00 ��" �( 9�' •
<br />cP� COT16 ? 892.2 �� CQ �O % / �`� � � °1O A �� \ < 9 s � �
<br />o cona 91 \. ti?3 \\ \9s�1SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY A LOCAL, LICENSED WATER MANAGEMENT
<br />91.49 d 91.3 Q1\�i d� o Cf
<br />C�\�'T 9� r °9 tiG COMPANY, AS REQUIRED BY LOCAL REGULATION.
<br />N
<br />.......... 2150 O S
<br />coT9 8g2 8 ` rG� 6 ���QP'� \ 0' S F A �,�� / OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF
<br />j \ •� \ \ o S2 �1 a SEDIMENTS. IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL PREPARED FOR:
<br />8 891 $ gY) \ 1p J�� �JP J \ soo 9� CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH
<br />C° cos\ o
<br />890.�- �
<br />�2018 coT6 892, 8 \ �' s 9s �ti� SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND, TOPSOIL, ETC.) MTO PROPERTIES
<br />7
<br />TRASH fA� �Sh 91 �8 s �� �\ !� \ y0 890� 889 TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN.
<br />xa917 ENCLOSURE
<br />(SEE ARCH / 2��S( � \° a° x8 .a \ ,�'�' \11\\\\ ss o 6 ` VEHICLE CLEANING - NO ENGINE DEGREASING IS ALLOWED ON -SITE. EXTERNAL WASHING OF VEHICLES TO BE CONFINED TO A DEFINED
<br />. th \ ° 490.9 / \ ti I b 1 °ti� AREA ("BONE YARD") ON SITE. CONTRACTOR TO PROVIDE DESIGNATED TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. WASHOUT
<br />PLANS)
<br />ITEM
<br />MNDOT SPECIFICATION/NOTES
<br />SOD
<br />3878
<br />SEED **
<br />3876
<br />* FOR TURF ESTABLISHMENT
<br />COMMERCIAL TURF
<br />MNDOT MIX 25-131 (220 LBS/ACRE)
<br />RESIDENTIAL TURF
<br />MNDOT MIX 25-131 (120 LBS/ACRE)
<br />TEMPORARY FALL COVER
<br />MNDOT MIX 21-112 (100 LBS/ACRE)
<br />SPRING/SUMMER
<br />MNDOT MIX 21-111 (100 LBS/ACRE)
<br />SOIL -BUILDING COVER
<br />MNDOT MIX 21-113 (110 LBS/ACRE)
<br />1-2 YEARS COVER
<br />MNDOT MIX 22-111 (30.5 LBS/ACRE)
<br />2-5 YEARS COVER
<br />MNDOT MIX 22-112 (40 LBS/ACRE)
<br />MULCH
<br />3882 (TYPE 1 - DISC ANCHORED)
<br />FERTILIZER
<br />3881
<br />WOOD FIBER BLANKET
<br />3885 (CATEGORY 2)
<br />° \ AREA 1J I V 13C A MINIMUM VC 50 FKVI"I U11l Mr-MrrUIVUJ, UK U 1 r1rK J I UKI°IVVA I CK FEA 1 VKCJ. ALL LIYUIU AIVU JVL1U VVAJ I C bCIVCKA 1 Cu
<br />EM STING ^ PROP. s°o °�° / $ 890 7 ���� / r ��'� �o`y' \ / BY WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED
<br />89z.z 89 CLAY LINER IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY.
<br />In P�:: ° s918 TRANSFORMER s91. w� : �e° w
<br />,-) 89.45 (GL) °. / PAD EL. 892.70 \..� Q•• �90.9 P� dS ��ti c ��$�� ss9.3
<br />cb c o 91.3 Oj Q /' SPILL PREVENTION AND CONTROL -ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT
<br />3' TRANSITION ` / +ti�P U PROP. ��. ms 891 ° ��0 / �M H vP °yoh \ G BE ALLOWED ON -SITE. SPILL KITS WILL BE STORED ON -SITE AND ALL SPILLS WILL BE CLEANED UP IMMEDIATELY DISCOVERY. SPENT
<br />FROM B618 CURB / Qe �� sOQ.:' / B6-12 s ��\ ° �° / 955I(GL> 0a ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF -SITE IMMEDIATELY AFTER THE SPILL IS CLEANED UP AND PROPERTY DISPOSED
<br />N8 1.6 FOR ENTRANCE TO / P�``� OP °� 89� CURB
<br />° �: r 889 z OF. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED ONCE CONSTRUCTION BEGINS.
<br />`..Q
<br />B612 CURB FOR / / �2 (TYP.) O 91.6 G ° 0!
<br />�cA SITE PLANNING
<br />\ / PARKING LOT 89 I �' / s° 3 _ & ENGINEERING
<br />°a do SOIL STOCKPILES INSTALL SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AROUND ALL TEMPORARY SOIL STOCKPILES. LOCATE
<br />\ (TYP) z Z$x /� , g°°,�~ PROP' g °o ° �� \ °���� p SOIL OR DIRT STOCKPILES SUCH THAT DOWNSLOPE DRAINAGE LENGTH IS NO LESS THAN 8 M (25 FEET) FROM THE TOE OF THE PILE TO A
<br />/ / I 891.9 LIGHT 92 ° o SURFACE WATER, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS
<br />GQ� �� / G
<br />..... POLE 891.s SA s �( o�°° 0w -7 THERE IS A BYPASS IN PLACE FOR THE STORMWATER. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING,
<br />(TyP) PG x89. 09 0� cV., �o o ° �O VEGETATIVE COVER, TARPS, OR OTHER MEANS. DURING STREET REPAIR, COVER CONSTRUCTION SOIL OR DIRT STOCKPILES LOCATED
<br />13 j°� tiPLOWE
<br />°` o 00 `b / CLOSER THAN 8 M (25 FEET) TO A ROADWAY OR DRAINAGE CHANNEL WITH TARPS, AND PROTECT STORM SEWER INLETS WITH SILT SOCKS ENGINEERING INC.
<br />/ oj'y i / •. ��� \ / ti O� s \ T �� `. / �°� OR STAKED SILT FENCE.
<br />890.9 o r
<br />6776 LAKE DRIVE
<br />p� P �7/ 891.6 \ �e� / PROVIDE WIMCO (OR APPROVED EQUAL) FOR INLET PROTECTION AT ALL EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF SUITE 110
<br />`'. 'y' / :ANSITION FROM ti ti 891.7 �0 \ u LINO LAKES, MN 55014
<br />COT8 0 \ ROCK DURING CONSTRUCTION. INLET PROTECTION TO REMAIN IN -PLACE UNTIL AT LEAST 70 /o OF SITE VEGETATION HAS BEEN ESTABLISHED.
<br />N `b URMOUNTABL
<br />URB RJ BLUE HER r� 891.i " °��° �Ps� O CONSTRUCTION PHONE: (651) 361-8210
<br />5 '0 COT1 ENTRANCE FAX: (651) 361-8701
<br />cP / RD. T B618 RB / 1 �Pti�P� i CONTRACTOR TO PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. KEEP WASHOUT AREAS AS FAR
<br />FOR ANCE SOIL AMENDMENT AREAS i Ph 9 �P� AS PRACTICAL FROM STORM DRAINS DITCHES AND PONDS DO NOT ALLOW RUN-OFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY
<br />/ S-
<br />891.7
<br />COT8
<br />R 15.0
<br />T /
<br />87
<br />891.7
<br />> / / COT11
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<br />MATCH P�
<br />r EXISTING
<br />\ 1.1 f 889.92 P� L)�
<br />90.9 09 9 891.2 ti PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOSE OF
<br />00 �P5 / (TYP.) (DISTURBED AREAS ONLY) ?� 91EXISTING .1 t889.92 L> PROPERLY. Q
<br />NORTH
<br />1. ON -SITE TOPSOIL TO BE STOCKPILE P5 0°�/ �
<br />2. AFTER GRADING, LEAVE AMENDMENT AREAS ov ° \ti G ° \ ° _ THE CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING (E.G., PUMPED DISCHARGES,
<br />890.9
<br />$ 891.4 O Q� ° V REMOVE EXISTING RBA NEEDED TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE.
<br />SUBCUT 8" , O S G CURB S
<br />3. ALLEVIATE COMPACTED SOILS (PLOW OR TILL) 3 I x 3�$c�� ��� / & INSTALL CONCRETE DRIVEWAY �\ THE CONTRACTOR MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURFACE WATERS IF THE BASIN
<br />o� , WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE
<br />/ TO A MIN. DEPTH OF 2" 890 ENTRANCE; REPLACE EXISTING CURB CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A
<br />4. APPLY 8" OF STOCKPILED TOPSOIL DISTURBED BEYOND ENTRANCE; ANY SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE 0 10 20
<br />°P 5. APPLY 2.5" COMPOST MEETING: 890•7 / REPAIR OF EXISTING STREET DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES.
<br />5.1. 8-13% SOIL ORGANIC MATTER BITUMINOUS SECTION DISTURBED
<br />5.2. PH SUITABLE FOR TURF SEEDING /
<br />� DURING CONSTRUCTION IS
<br />s�P 0 5 10 5.3. NOTE: RETAIN RECORDS & RECEIPTS FOR INCIDENTAL 1 INCH = 20 FEET
<br />ti° Pay COMPOST DELIVERED TO SITE FOR RCWD
<br />INSPECTIONS
<br />6 ROTOTILL COMPOST INTO TOPSOIL TO A MIN \{/
<br />�i 1 INCH'= 10 FEET i
<br />ENTRANCE DETAIL
<br />DEPTH OF 8" BY USING A PRIMARY TILLING
<br />OPERATION SUCH AS A CHISEL PLOW, RIPPER
<br />OR SUBSOILER
<br />GRADING, DRAINAGE, AND EROSION CONTROL PLAN (111=201)
<br />MTO PROPERTIES ADDITION
<br />
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