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DRAWN BY: DESIGN BY:
<br /> SITE SEQUENCING M.Q.A. C.W.P.
<br /> CHCKD BY: PROJ. NO.
<br /> • PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE M.Q.A. 20-1952
<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 ORIGINAL DATE:
<br /> CONDITIONS REQUIRE. DECEMBER 23, 2020
<br /> 908.56 v • THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT
<br /> FNOIP SPECIFICATIONS AS MODIFIED BELOW.
<br /> ITEM MNDOT SPECIFICATION/NOTES
<br /> v v v
<br /> ti SOD 3878
<br /> qo q0 qp0' q oq. o.
<br /> q SEED ** 3876
<br /> * FOR TURF ESTABLISHMENT
<br /> v v v COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE)
<br /> O 908.35 LOIS LANE o RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE)
<br /> � MHSA %0
<br /> TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE)
<br /> -> > >�->_>_>
<br /> > > SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE)
<br /> 903.79 > >�> > > > > >
<br /> INv C SOIL-BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE)
<br /> I I I I I I ^ I LOISI LA L I n �� 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) Z
<br /> 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) 0
<br /> _ ~
<br /> MULCH 3882 (TYPE 1 - DISC ANCHORED) �
<br /> v 9i0.s °o - q°^ o� pm� �.g_ r _ S� 5 FERTILIZER 3881 U
<br /> 0j6 m rn q S��ps
<br /> 9oa.1 ^ o . 9 n �Op) s WOOD FIBER BLANKET 3885 (CATEGORY 2) LU
<br /> S89 27 2 E e * MOW A MINIMUM OF ONCE PER 2 WEEKS Z
<br /> 240. 0 _
<br /> qoo o�� ❑E©908.5 �x 909.0
<br /> 90s•00 * MULCHED OR COVERED BY FIBROUS BLANKETS
<br /> 907.8'. SETIP41578 •.'' 135.00.. "" ,0 TO PROTECT SEEDS AND LIMIT EROSION I o x9oa.2 9084 p5 p L g08 2 * SEEDED AREAS SHALL BE EITHER MULC �
<br /> i 7 O O FNDIP 7765 '
<br /> 907.5 ��,907.9 907.8 "-.......... .y 0 U 96.,.
<br /> 90), �'' ... PINll .. O W
<br /> ' 9083 i `"" 07a y" - - - - - • ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN FOURTEEN 14 DAYS.
<br /> 907.7 AP3- 6 8' 10 10 90Z. ( )
<br /> 1 O `MAP36 +I 908.1 I _-
<br /> •yl', :::I....SPR14 I PIN13 I $ 0 0 '
<br /> 1p' ; , I 5 W
<br /> TO a�PeS ti g0$' MAP3-2-� �� 0 �' • THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION Q
<br /> $6 'I 907.4 O(b 0 0 I 5
<br /> I 9o7a Q � I I C ,�� - I 9 10.3 CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES.
<br /> .+....PIN11 Z N � O 0 O 0 O 01 I • T
<br /> 9o7.a Q ION OF
<br /> PIN6 907.s '~_ °'I42 .`�: I xg 9 0 0 I BUILDING CONSTRUCTION. STILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND PONT
<br /> 'MAP2-10-1z X d.MPel �� /L 9 1 I ESTABLISHMENT OF VEGETATION.
<br /> y.. 907.7 1LI n
<br /> IT C�
<br /> �9SQ�8 - 8SaB8 -PIN6 f35aD9- 8SaB8 J'-MA7 2LL, 906.9�0 aB - -8SaD8 - BSQ 8
<br /> m � ~
<br /> 907: o
<br /> N
<br /> 60 0 • THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3°1 OR GREATER E, N
<br /> L
<br /> POP9 � �00 _ 912.95 _
<br /> 907.3 907.5 C �rj `',,907.7 906.
<br /> � ^ f'MAP16 I -�. PO
<br /> � x 907.4
<br /> 14 907.7 m P06 m • PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID (B
<br /> I MAP2-11-15 ^ FACILITIES ONCE SITE HAS BEEN STABILIZED. O z
<br /> I rn
<br /> 07 x 907.6........,1., N ..
<br /> I
<br /> 9r 908.1
<br /> �8................... 907.6 HOUSE
<br /> EXISTING a�
<br /> ASHII o6. B-2 I • IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION in to :� c J
<br /> m I OP
<br /> -T-- CONTROL BLANKET AS NEEDED. _
<br /> m cn
<br /> 907 .. �1-0-
<br /> •• � � W
<br /> i901.o i - b 9103 • THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. j
<br /> _ 08.6 :to MA 44 i � '... C K s 1 I a N 0
<br /> ��••x907.0
<br /> AP28 0 44 400 S. 907.8 x 90 3 �pq U) Q-.
<br /> Q I `r LOW FL = 907.65
<br /> soxza POPi 9 I • THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES &OVERFLOWS. J N
<br /> n, 909.0 9oas �(.1.02 ACR )
<br /> LIC o\ o 0 28.3 U O
<br /> ~ q Ico
<br /> Ip DROP GAR 3 COURSES I PROP. SILT • UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL WITH SOD OR SEED, AND MULCH ANCHORED WITH A _ 00
<br /> ww EXISTING _ 90 .3 I FENCE TYP. STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. U O
<br /> m
<br /> DRIVEWAY "' GARAGE n ^ o " I 1 Po co v o ( ) O
<br /> W_ I"O I FLOOR=909.3 1 3 0 I • EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE -
<br /> c}+O C oC - 910.15 I 00 SILT FENCE PLACED ON DOWNSTREAM SIDES. J W
<br /> O L F-
<br /> M M t _o i / - (y - �Pln ^• x90a.0 910.6 • IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED,THE CONTRACTOR SHALL CAUSE SUCH p Q
<br /> `��J rV , 74 907.1 907.2 p ---- --- 28.3 n o I O r
<br /> O O�y 41.5 - --.' 909.3 909.3 909'1 p o POP2-s-9 /� I o SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH SOILING OR -
<br /> 1 m I 0 L m �i� LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED.
<br /> 909.2 909.$, 909.5.. _ 909.2 U) O � ':O Ol
<br /> Q O o
<br /> {•' 909. 909.5 909.4 - - - �909.1'. m II o 909 m I '� cx910.3
<br /> 909.2
<br /> Q 908.4 -� - O
<br /> W ELM4-2-6"-7"-10" s 23.$ '9Q----- q 1 o 909.1 9 z
<br /> q° m I O
<br /> -' 907.6 t C 1909.4 .0 909.2
<br /> - I OTHER POLLUTION CONTROL MEASURES Q 0
<br /> ";.. ELM2a. DECK rrr-r rf n o O
<br /> IIIII Ih `: 907. 9oz� I x9os.7 Z 0
<br /> ------- ------ 39.6 ---`--t-- -- - IJ.Ll 1.J� m "Y-,9o7.a x907.1 m O W
<br /> P3 10 11 12 IALS - AND
<br /> o ------- o MA m i REOMOVED ACCORDNSTRUCTION ING TOSTE A ALL RLOCAL AND/ORSSTATE WASTE MANAGEMENT REGULATIONSFBY AE LICENSED SOLID WASTE BE
<br /> W z Z
<br /> � I
<br /> 90�5 m o EXISTING o - 0 v COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE PRACTICES. Q = Q Q
<br /> i O x908.4 HOUSE i ^ I \S 00 ,F 908 I U' JO
<br /> W
<br /> ui 0 m o € 08.8 N90000'00"E
<br /> Do m I I ( MAP3-9' �� 55.62 HAZARDOUS WASTES - ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN w Z
<br /> a y -
<br /> 908.1 I AG 909.4 m \L - - - - - - - - -
<br /> Ln
<br /> o 1- W
<br /> BIR1s °' NECESSARY, HAZARDOUS WASTES WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY THE W �. Q Z
<br /> 906.9 ' 907.1 > > :n .a �� - I 1 O
<br /> m '..x 908.0 MANUFACTURER. � p U
<br /> 23.8 90) 0 U
<br /> z.'ASH 10
<br /> 908.5 M e� SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY A LOCAL LICENSED WATER MANAGEMENT Z
<br /> 909.7 /
<br /> 907.6 cbq. o a m gp81 10 12',•. ' x907.0 DRAINAGE AN '
<br /> ELM7 ',rn �, ; g0 N ..9 906• U Y EA E i COMPANY, AS REQUIRED BY LOCAL REGULATION. NMI
<br /> p
<br /> BIT 9077 906. 907.1 �7 OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF 0
<br /> ELM2-8 0. .......909.....L........................• 07 -BLD ".
<br /> •.S y
<br /> CURB --, 9os.6 9os.7 - -- -- ----- se PROPOSEDBDRF INFILTRATION,�i x907.1 SEDIMENTS. IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED,THE CONTRACTOR SHALL O
<br /> ELM3-9-9-12" x9084 otiQ� ..•' m 1 "" AND UTILITY EA: BASIN _ CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH
<br /> HWL 907.51 �� SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND,TOPSOIL, ETC.)
<br /> 7��P N i9 o; PREPARED FOR:
<br /> 10 ^ '- TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN.
<br /> r, O I
<br /> O 907.6 m
<br /> " "PROPOSED DRAINAGE ,�� �` SCOTT BUTLER
<br /> -_ MAP10 - -
<br /> """"' ' .......,.,,,•,,......908I AND UTILITY EASEMENT - ____ `i i I' 15 ' VEHICLE CLEANING NO ENGINE DEGREASING IS ALLOWED ON SITE. EXTERNAL WASHING OF VEHICLES TO BE CONFINED TO A DEFINED
<br /> -ease 9 AREA ("BONE YARD") ON-SITE. CONTRACTOR TO PROVIDE DESIGNATED TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. WASHOUT
<br /> 901 O °� _ I AREA IS TO BE A MINIMUM OF 50' FROM DITCHES, PONDS, OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED
<br /> 907.23 - �7� - - - x907.6 -i- - - - - - - - - - - - - - - - - -\� I BY WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER COMPACTED
<br /> ' ❑T 1• SETIP41578 u1 i 907.3x 90z3 S- - - - - - - - - - - � - - -9�q-7,�5 (E.G.(
<br /> 7 9069 135.00''_;ASHI° �S S 5 1 5.00 "' TgPB RM CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY.
<br /> 906. 903 © ]907Ai
<br /> 3 240.00 907.75
<br /> o s ss SPILL PREVENTION AND CONTROL- ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT
<br /> N89 27 24 W TOP OF BERM x907.4 907.75 10' WIDE EOF BE ALLOWED ON-SITE. SPILL KITS WILL BE STORED ON-SITE AND ALL SPILLS WILL BE CLEANED UP IMMEDIATELY DISCOVERY. SPENT
<br /> x9078 TOP OF BERM @ 907.25 ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF-SITE IMMEDIATELY AFTER THE SPILL IS CLEANED UP AND PROPERTY DISPOSED
<br /> OF. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED ONCE CONSTRUCTION BEGINS.
<br /> x 907.7
<br /> 60 x9o1.s
<br /> x 907.1 SOIL STOCKPILES - INSTALL SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AROUND ALL TEMPORARY SOIL STOCKPILES. LOCATE
<br /> 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 SITE PLANNING
<br /> SURFACE WATER, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS &ENGINEERING
<br /> DRAINAGE & UTILITY EASEMENT \� - THERE IS A BYPASS IN PLACE FOR THE STORMWATER. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING,
<br /> VEGETATIVE COVER, TARPS, OR OTHER MEANS. DURING STREET REPAIR, COVER CONSTRUCTION SOIL OR DIRT STOCKPILES LOCATED
<br /> (REFER TO PRELIM. PLAT) CLOSER THAN 8 M (25 FEET) TO A ROADWAY OR DRAINAGE CHANNEL WITH TARPS, AND PROTECT STORM SEWER INLETS WITH SILT SOCKS
<br /> OR STAKED SILT FENCE. PLOWE
<br /> LOT NO. I PROPERTY LINE ENGINEERING, INC.
<br /> PROVIDE WIMCO (OR APPROVED EQUAL) FOR INLET PROTECTION AT ALL EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF
<br /> SURFACE DRAINAGE DURING CONSTRUCTION. INLET PROTECTION TO REMAIN IN-PLACE UNTIL AT LEAST 70% OF SITE VEGETATION HAS BEEN ESTABLISHED. 6776 LAKE DRIVE
<br /> INDICATES PROPOSED LINIO LAKES, MN 55014
<br /> TE 110
<br /> FINISHED GRADE LOWEST FLOOR ELEV.
<br /> AT REAR OF HOUSE CONTRACTOR TO PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. KEEP WASHOUT AREAS AS FAR PHONE: (651)361-8210
<br /> a I 952.$ AS PRACTICAL FROM STORM DRAINS, DITCHES AND PONDS. DO NOT ALLOW RUN-OFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY FAX: (651)361-8701
<br /> m PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOSE OF
<br /> RECOMMENDED HOUSE TYPE: I L.0 I PROPERLY.
<br /> L.O. - LOOK-OUT I INDICATES DROPPED NORTH
<br /> LOW FL = 950.30 I GARAGE COURSES THE CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING (E.G., PUMPED DISCHARGES,
<br /> W.O. -WALK-OUT
<br /> u TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE.
<br /> N S.E.W.O. - SPLIT-ENTRY WALK OUT DROP GAR I THE CONTRACTOR MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURFACE WATERS IF THE BASIN
<br /> 1 COURSE I WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE
<br /> 6 ^'Al6s,
<br /> CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A ( jl
<br /> PROPOSED ELEVATION AT 957.0 I SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THEce
<br /> \
<br /> GARAGE DOOR (FRONT) I DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. _-
<br /> GARAGE I
<br /> o L - -DOOR _ _ - J SUGGESTED GARAGE o 10 20
<br /> o , LOCATION
<br /> LU
<br /> 1 INCH = 20 FEET
<br /> 00
<br /> O
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<br /> N
<br /> 0
<br /> O.
<br /> Know what's below. TYPICAL LOT LAYOUT GRADING , DRAINAGE, AND EROSION CONTROL PLAN
<br /> a
<br /> C1II before you dig. 7870 MEADOWVIEW TRAIL
<br />
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