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03-086n U CITY OF SHOREWOOD RESOLUTION NO. 03- 086 A RESOLUTION APPROVING A CHANGE ORDER 2 FOR THE SMITHTOWN ROAD RECONSTRUCTION PROJECT, CITY PROJECT NO. 01-07, S.A.P. 216-101-03 WHEREAS, on 23 June, 2003, the City of Shorewood entered into a contract for construction with Midwest Asphalt Corporation for the Smithtown Road Reconstruction Proj ect, City Proj ect No. 01-07; and WHEREAS, WSB and Associates has prepared plans, specifications and engineer's estimate for the Freeman Park Access Closure and Parking Lot Improvements, attached hereto as Exhibit A; and WHEREAS, the City Engineer has reviewed said Change Order and found it to be in order. NOW, THEREFORE BE IT RESOLVED by the City of Shorewood to approve Change Order Number 2 for the Smithtown Road Reconstruction Project with Midwest Asphalt Corporation, for an amount not to exceed $66,000 for work outlined in the plans, and specifications for the Freeman Park Access Closure and Parking Lot Improvement Proj ect. ADOPTED by the City Council of the City of Shorewood this 22nd day of September, 2003. WOODY LOVE, MAYOR ATTEST: - CRAIG W. DAWSON, CITY ADMINISTRATOR/CLERK • • a 0 PLAN SYMBOLS STATE LINE ------ COUNTY LINE ---- TOWNSHIP OR RANGE LINE — — SECTION LINE - -- OUARTER LINE - — — SIXTEENTH LINE - - - - RIGHT-DF-WAY LINE — - — SLOPE EASEMENT == PRESENT RIGHT-OF-WAY ----- CONTROL OF ACCES LINE —^— PROPERTY LINES (EXCEPT LAND LINES) VACATED PLATTED PROPERTY ---- -- CORPORATE OR CITY LIMITS TRUNK HIGHWAY CENTER LINE --i---�-ti- RETAINING WALL --r--v-v RAILROAD RAILROAD RIGHT-OF-WAY — - - — RIVER OR CREEK'S-- DRY RUN DRAINAGE DITCH 512E e DRAIN TILE •->---------- CULVERT =_____= DROP INLET GUARD RAIL BARBED WIRE FENCE —x—x— WOVEN WIRE FENCE M x w x- CHAIN LINK FENCE ttx CLx- RAILROAD SNOW FENCE — — — STONE WALL OR FENCE HEDGE RAILROAD CROSSING SIGN i RAILROAD CROSSING BELL ELECTRIC WARNING SIGN Q CROSSING GATE MEANDER CORNER ,(F SPRINGS 0--- MARSH TIMBER ORCHARD BRUSH (TIMBERI NURSERY CATCH BASIN • CB FIRE HYDRANT CATTLE GUARD t < -4-.8 OVERPASS (HIGHWAY OVER) UNDERPASS (HIGHWAY UNDER) BRIDGE ' BUILDING (ONE STORY FRAME) F - FRAME C - CONCRETE 5 - STONE T - TILE 75 S - BRICK ST- STUCCO IRON ROD OR PIPE MONUMENT (STONE, CONCRETE. OR METAL) O MONU. WOODEN HUB ■ GRAVEL PIT SAND PIT (D BORROW PIT Q ROCX QUARRY UTILITY SYMBOLS POWER POLE LINE ----tr- TELEPHONE OR TELEGRAPH POLE LINE -•---�- JOINT TELEPHONE AND POWER ON POWER POLE �--®- •ON TELEPHONE POLES �—Q- ANCHOR (— STREET LIGHT G PEDESTAL (TELEPHONE CABLE TERMINAL) ® PEG. GAS MAIN — 0 — WATER MAIN�- CONOUIT TELEPHONE CABLE IN CONDUIT y— 7 = ELECTRIC CABLE IN CONDUIT P= TELEPHONE MANHOLE ELECTRIC MANHOLE BURIED TELEPHONE CABLE - T-BUR — BURIED ELECTRIC CABLE - P-SUR— AERIAL TELEPHONE CABLE t T-AE — SEWER (SANITARY OR STORM) -> > SEWER MANHOLE -> > SCALES INDEX MAP D 250 Soo PLAN 0 20 40 PROFILE HORIZ. 0009 0 20 40 VERT. 0 5 10 CONSTRUCTION PLAN FOR HIGHWAY 7 ACCESS REMOVAL, PARKING LOT , STORM SEWER AND BITUMINOUS TRAIL LOCATED ON FREEMAN PARK IMAWR EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (651)454-0002 IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. PROJECT LOCATION COUNTY: HENNEPIN DIVISION: METRO CITY PROJECT S.P. 2706-204 (TH7=12) GOVERNING SPECIFICATIONS THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION." ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MN MUTCD, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, DATED JANUARY 2001. INDEX SHEET NO DESCRIPTION 1 TITLE SHEET 2 GENERAL LAYOUT 3 ESTIMATED QUANTITIES 4 PARKING LOT IMPROVEMENTS 5 BITUMINOUS TRAIL 6 TRUNK HIGHWAY NO.7 ACCESS REMOVAL 7 LANDSCAPE PLAN 8 EROSION CONTROL PLAN THIS PLAN SET CONTAINS B SHEETS ALL APPLICABLE FEDERAL. STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIEO WITH IN THE CONSTRUCTION OF THIS PROJECT. 4150 Olson Memortal Ht9 ay BUice 3DO / SB Minneapolis, MN 55422 783541-4800 &dancAver, Irrc. FAX 783,541-1700 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ENGR. DAVID E. HUTTON, PE DATE 9/01/03 LICENSE, NO. 19133 SHOREWOOD CITY ENGINEER RECOMMENDED FOR APPROVAL RECOMMENDED FOR APPROVAI DATE METRO DIVISION TRANPORTATION ENGINEER METRO DIVISION MATERIALS ENGINEER 20 20 RECOMMENDED FOR APPROVAL 20 METRO DIVISIDN WATER RESOURSES ENGINEER RECOMMENDED FOR APPROVAL 20 METRO DIVISION TRAFFIC ENGINEER RECOMMENDED FOR APPROVAI STATE PRE -LETTING ENGINEER 20 OFFICE OF LAND MANAGMENT APPROVAL 20 DIRECTOR, LAND MANAGEMENT APPROVAL 20 STATE AID ENGINEER Prepared for: City of Shorewood 5755 Country Club Road Shorewood, Minnesota 55331 (612) 474-3236 SHEET NO. 1 OFF_ SHEETS 6' MATCH EXISTING CL 5 AGGREGATE 0.0 ft/ft 12" SELECT GRANULAR FILL (INCIDENTAL) CONCRETE WALK SECTION SOD SOD DISTURBED DISTURBED AREAS 10' AREAS MATCH EXISTING MATCH 0.02 ft/ft EXIST lNc , J. t —— SOD DISTURBED AREAS MATCH EXISTING L-21,Z" -2340 TYPE 41 BITUMINOUS WEAR COURSE MIX DESIGNATION 41WEA50055 (PG 58-28) EXISTING CLASS 5 AGGREGATE BASE SHAPE AND COMPACT AS REQUIRED(INCIDENTAL) PATHWAY TYPICAL SECTION 24' 0.02 ft/ft t I SOD DISTURBED AREAS /-- MATCH EXISTING L-- 2)'2" 2340 TYPE 41 BITUMINOUS WEAR COURSE MIX DESIGNATION 41WEA50055 (PG 58-28) 6" CLASS 5 AGGREGATE BASE DRIVEWAY SECTION LASS 5 AGGREGATE BASE (1007. CRUSHED) COMPACTED SUBGRADE PARKING LOT TYPICAL SECTION 2.5' 1.0' 4" PERFORATED PVC SDR 35 DRAIN TILE FROM CATCH BASINS AS SHOWN ON PLAN. W/COARSE AGGREGATE (MNDOT 3149.2H) WRAP WITH GEOTEXTILE (Mn/DOT 3733. TYPE 1) (ALL TO BE INCLUDED IN THE UNIT PRICE BID PER LINEAL FOOT OF 4" PERFORATED PVC SDR 35 DRAIN TILE. G" OVERLAP OF FILTER FABRIC I -� "0' --- 4"PERF. DRAIN TILE �1074-480\cw\1074 cL.d9n CITY PROJECT GENERAL LAYOUT AND DETAILS S.P. 2706-204(TH7) PARKING LOT IMPROVEMENTS SHEET 2 OF 8 SHEETS THE FOLLOWING STANDARD PLATES APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT: UTILITIES FOR THE CITY OF SHOREWOOD City of Shorewood 5755 Country Club Road Shorewood. MN 55331-8926 ( 612 ) 474-3236 Metropolitan CouncilEnvironmental Services Kyle Colvin 230 East 5th StreetSt. Paul, MN 55101 (651 ) 602-1 1 51 ( 651 ) 602-1 030 ( fax ) Reliant Energy Rick Pilon / Cherie Monson P.O. Box 1165700 West Linden Avenue Minneapolis, MN 55372 ( 612 ) 321-5435 ( 612 ) 321-5573 (fox) Triax Cablevision Steve Hoeg 2381 Wilshire Boulevard Mound, MN 55364 (612) 472-6416 (612) 472-7153 (fax) Xcel Energy Cliff Stahlke (NSP Design) 5505 County Road 19 Shorewood, MN 55331 (612) 470-3342 (Cliff Stahlke) (612) 470-3327 (Larry Fortun) (612) 470-3310 (fax Owest Communications Renee Petersen 6244 Cedar Ave. W. Richfield, MN 55423 (612 ) 861 -8776 (612) 861-8173 (fax) THE FOLLOWING CITY OF SHOREWOOD STANDARD DETAILS SHALL APPLY ON THIS PROJECT: LINE NO. SPEC. NO. DESCRIPTION UNIT S.P.270G-204(THTI OTY 1 2 3 2021.501 2101.502 2101.507 MOBILIZATION (2%) CLEARING GRUBBING LUMP SUM TREE TREE 1 2 2 4 5 6 7 8 9 10 2104.505 2104.509 2104.513 2104.523 2105.501 2105.525 2211.501 REMDVE BITUMINOUS PAVEMENT REMOVE SIGN SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SALVAGE SIGN COMMON EXCAVATION TOPSOIL BORROW ILV) AGGREGATE BASE CLASS 5 SO YD EACH LIN FT EACH CU YD CU YD TON 705 4 12D 5 400 250 820 11 12 2340.508 2502.541 TYPE 41 WEARING COURSE MIXTURE 4 PERF PE PIPE DRAIN TON LIN FT 125 660 13 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 14 2521.501 4 CONCRETE WALK SO FT 285 15 16 17 18 19 20 21 22 23 2540.602 2554.509 2563.601 2564.531 2564.602 2564.603 2571.501 2573.501 2573.502 SLVAGE AND REINSTALL MAILBOX GUIDE POST TYPE A TRAFFIC CONTROL F&I SIGN PANELS TYPE C INSTALL SIGN 4 SOLID LINE WHITE —EPDXY CONIFEROUS TREE 6 HT B&B BALE CHECK SILT FENCE, TYPE HEAVY DUTY EACH EACH LUMP SUM SO FT EACH LIN FT TREE EACH LIN FT 1 8 1 16 1 195 10 14 820 24 25 26 2575.505 2575.601 2575.605 SODDING TYPE LAWN EROSION CONTROL TURF ESTABLISHMENT SO YO LUMP SUM ACRE 1,200 1 0.25 m+V074-480\CAD\7074-es I—quan.agn CITY PROJECT ESTIMATED QUANTITIES I ( S.P. 2706-204(TH7) PARKING LOT IMPROVEMENTS 3 OF 8 SHEETS SHEET ( i A • N 0 20 40 N. LEGEND: --991-- EXISTING CONTOURS — 9 9 1 — PROPOSED CONTOURS — FLOW DIRECTION x CLEAR AND GRUB TREE cp 1 N7,- PROTECT SAW CUT -XISTING BITUMINOU1 DRIVEWAY Ln px. is CMP N CULVERT i -" (INCID6TAL) r A, I DRIV7wAY MODIF/ICAyICN -,f: 1 h. S EE SHEET! 6 1 FLOOP F E f E f7\ rTum I r:WAV I .& � 36 Plv 4 7 CD G cp C c EE SHEET I� 1p + c6)' Ln 1 X�l 03 E CAVATION MATERIAL.' ur—, -cfQtE: I THE CONTR CTOR SHAL COORDINATE WITH OWEST COMJUNICATIONS ABOUT PROTECTING AND/OR LO I ERNG THE XISTING BURIED I ):T:-LEPHONV LINE. TREE 19 12 'k TREE H E: -D G E 12!; TREE F -ICE E � x x- 2 TRFc E x 4" DRAIN TILE SEE SHEET 2 LOCATION TO BE DETERMINED IN THE FIELD x x x < LO 11 cp E A rl"K S T OP BUq AS A LANDSCAPE BERM 61 TE57 IN T C. Nk FIE HIS\4EA WITH TEL 49- ,,S SLOPES go, "s T PROTECT �REE 8"CLASS 5 I-- L N"t, I NC I DENTALN + - 1J 1� 11- REE 9GRAVEL PARKING LOT Id Est R IC 2 8 SEE DETAIL N T 001�\HEET 2 0 T R E 2. 6'WIDE CONCRETE WALK -,H�D 1 \ 7 r s�-- A" DRAIN TILE 12 SEE SHEET 2 ' IN I 't LOCATION TO BE 2,fl DETERMINED 19 X N, 2 1 IN THE FIELD L ----S T N G R AVM L P •A R K I L C 0+00 r 125' �&v p GRAVEL I REMOVE N LQ 9 N 87 8 b - - - - - - - - - - -- -- PROTECT TREE 4 'A, L\ '1,j ii ,', \ \4 � III IIJ' ' i\ \ \ \ \. lI �fV 11t 1 I t }1 I 1 }t II1 I IIIII 1 IIIIII ; �J i1/ 1/ -`x l 1 \ \\\_ \ \ \ : \\ \ \ \ \ �\}'\ \-=-a '- C�%'— \\ - --i1 —— \1I I (=—^1_7 .^�_ —/%. /\ —',/ /��.„1� ' a �1tt,ri ' // /J�wCzC `-1., \ \\ \!1II',: Ii II IIII `'.I,Il 1 )II l\/�I/t�F _h-_/_ , —_1 9 89 - - - - - -- \(INCIDENTAL) -- - - - - - —p r I isi - - - - - - - - 991 k \�T �Iz--9-32- 3, "2 p - - - - - - - 7 0 u CD N-11 �1 MATCH EXISTING BETUMIN3US m:\to7a-dsa\cn0\i07a-oot55.dyn I CITY PROJECT CLASS 5 PARKING AND DRAIN TILE S.P. 2706-204(TH7) PARKING LOT IMPROVEMENTS SHEET 4 OF 8 SHEETS I I ' CDN BORING 3 `\ 1_ I GN jx I � SH D I m z 10' WIDE BITUMINOUS PATH OVER ---4 CD SAW EXISTING ~o I 11t r R5-3 EXISTING CLASS 5 AGGREGATE + Y L PvgITUMIN0U8 DRIVEWAY -' , m �z�I Ix 9 cn INV.97 .46/ S Z�w N <0� 0 ) — -------� I f&J_NT ON TOP OF EACH 1NSI.DE GUIDE POST � _-- wnw FENCE X X x —�_— x — X---------------- ---------- o �+ N- — ----i- tP I MATCH -�' --------------_--------------'�------------ ST-I-N�-'111---�-R-A-V(�- _ _ - _ —(d � EXISTING GRADE ADD\CL 5 AS REQUIRED --+-----------I------ca',,--'----V------------�•---F--- -� _______------------ .- --I _ R=5 -------- �\ - -� �- ---gg-gg--_--------- -- _ -_-t%' '������ - BITUMINOUS APRON (4) WOOD GUIDE POST a ------ 98� ------ --___ -�= �� �1.8„ CP TO EXISTING - L ----- =_ \ \ '� ] NV 9 .65 GRAVEL TRAIL EX. BEER iVE, CB TOP 382t.`:�2f -- IRON INV.979.10 r- r" C (4) WOOD GUIDE POST r n EX.08 (VERIFY) �'O 'c� 1 TOP 980.18 �a- — •_� t� , SAN MH INV. 97��8'1 TOP 983.61:.9 C>< u.�l C) J U R5-3 7 MOUNT ON TOP OF EACH INSIDE GUIDE POST 4-0 5+18.99 INDUS T +i ��.BIjUM INV. 975.87 BENCH MARK ELEV 982.40 CP IODD-535`WEST OF CL EUREKA RO d 25' NORTH OF REUTIMAN LANE BENCH MARK ELEV 982.77 CP 3-500' NORTH OF REUTIMAN LN d 73' NDRTHEST OF ELEC. BDX 895 . ..... .... : ::: .... .z . .......................................................................................... .... . ............... ... . .. ;. :... ;....:.. ...... ....................... - ' - € - - ' 895 :.. zQ... 890 ..... ... N G ..................... _..............;................................,................................;. ...............................................................:.. _ .... .... ... _ . . .. . . Q. z . . .. . :... ................ .. . d 885 • ; ' �� it 2 Z• BITUMjNOUS ........_._ DUR: EXIStI:NG;C:LA$S: .... . . . . $-AGGF�EGA7E, •; - . . . . .. . . . . _ } .... . a }— _ . -m _ _ _ :... .... • - .... 4- z �... -- . ul 880 ......:...... �. — ..-. .j ... ....- --... . Q.....................i................ .: - -- —_. •x _ _� : ---- -- .M _ ......................... ......................... 875 ........... � � :::: ::.. ..... .... :. ::::: .....................................................:....:.......:....:....:.....:...... ;. ��...................:...:......... ... - - - ...... :.. ..... . ..... :F . ......._ .......................... ..................... :.... ............ ......................... .... . .. . ... . .. ... ......: _ . ........................ ......................... ......................... .................. ......................... ..::.::: : ' : :::::':::: :: ::::::: 87 5 •.... •--•• ..... ................... .................... .z. :: ::... ..... :::: .... ..........._...............:....:..................................:.._:...:....:.... .................. c� :........................... :....... >................................:. . . . ..... ... . . .. . . . . . . s. w. _; ...... ;.... ................ ......................... ......................... . . . . . . . .. . . m .:. .:. .:. ......................... ........................ ..... ...................................................... ......................... 865 :. ....... _. : :::. .... .... .... :: ::: ::::: :: ::.. ....:...... . . .........................,............................. ;.................................................................... ........................................................... ;. ......... .. - 88F ............................................................................... . . ..... ... ................... .. .. . .... . .... ... ........ . _ ........ .......... ......................... ................._.. .. .... .. ..'... .................. .. . .. .co . ................. .................. .. . . . . . . . . . . . . . . . . . . M 00 .;.. - _ . . . . .. ..... - . . . . .. . c"I _ _ .-...... ......................................... - .N .:. O71 co m:v074-4e0\cn0M074-00355.aC� CITY PROJECT BITUMINOUS PATH S.P. 2706-204(TH7) PARKING LOT IMPROVEMENTS I SHEET 5 of 8 SHEETS REMOVE AND RELOCATE — EX I ST I N 1DX 'AS DIRECTS fY TH ENGINEE I + I I � EXISTING E GE STjR1,PE-,, � ,I SALVAGE ST P SIGN SEE NOTE BE OW.� O I I i I I + PROPOSED A" + � WHITE EPDXY EDGE LINE ^ 1 \0 Il CD T + + I i O SAW CUT ALONG ED�E OF1 HIGHWAY PAVING (RIULL bEPTH'�) 0 ' EXISTING EDGE STRIPE / PROTECT EXISTING 18"CMP _ AND 2 APRONS (INCIDENTAL) 1� c� SAW CUT EXISTING \� 1� BITUMINOUS DRIVE i HOUSE \ `\ 1 1 0 ' ) I FFE \ `\ 990.52 \ GAR \ \\ \\ FLOOR T _ 987. 69 \\ \\ FEKE x \� ` 6 24' GAf�DEN �- - i NOTE: SALVAGE ALL SIGNS ALONG TH 7 THAT PERTAIN TO THE ENTRANCE TO FREEMAN PARK BEING REMOVED. RETURN SIGNS TO THE CITY. TO BE PAID AS SALVAGE SIGN. EACH. � / 1 is ! NEW BITUMINOUS 1 + \` DRIVEWAY (SEE SECTION ON SHEET 2 ) \\ \\l BUR — EXISTING BITUMINOUS TO BE REMOVED o -€Fe oft �IGN J 0 10" TREE\ ` z+ 12" T\REE 9�� SALVAGE SIGN AND RETURN 19 TO THE CITY. SEE NOTE BELOW. o -1-0 T�tEE REMOVE EXISTING BITUMINOUS DRIVEWAY. TO PARK. GRADE OLD PARK ENTRANCE TO MATCH AND MAINTAIN DRAINAGE TO CULVERT 0 20 40 CITY PROJECT TRUNK HIGHWAY NOY ACCESS REMOVAL -,l74-4ao\CA0\1074-004ss.dgn _ ____ S.P. 2706-204(TH7) PARKING LOT IMPROVEMENTS I SHEET 6 OF 8 SHEETS 0 •� 1 1(1 I11� 1 i ;t II 11 L J d f 1 Ill♦ L.�-.� �' � / t ,' 1144 1 J � 1 � s / � I O 1 ! 111 j un j �Il c 4 ^�IIIN, SIcN% m ' \0 0 20 40 10 SOD DISTURBED AREAS ( W/4 "TOP5DIIL ) 1 \ H^ :SE I \ \ 1 \ I \ l l I ` F LOOK I \ \ I \EN 1 0 W/4"TOPSOIL \TEL Buz r sj \ 12 RE: CD 1 Ir cp ram' ` N. i / / SOD DISTURBED AREAS I (W/4"TOPSOIL) i k tN E : / THE CONTRACTOR SHALL COORDINATE WITH QUEST COOLINICATION ABOUT PROTECTING 6' HIGH EVERGREEN TREES AND/OR LOWER I NG THE X I ST I NG BURIED (SPECIES OF TREES TO BE T LEPHON LINE. DETERMINED BY THE CITY) (10 TOTAL) k rn Y. j x on 19 TREE I \\ 9 4 SOD DISTURBED AREA p } Z C! ;2'' vEE \\` (W/4"TOPSOIL) \ I - s SDO DISTURBED AREAS �- ,ly \\ 8,S (W/4"TOPSOIL) \ �� ` C °' I RE'E \\ \\\ -� 7 „ T_ J ,40, `ram �4__ `\984 I10�n.`i� \ 6 C. I IN G 3 F~„ �—. L M1, i T f � ✓ _— _-- __ __ - -.--fir — .. � //. SH \ I EhivT NG _RAVEL PARKING L _lT1,,0+00 i \ SOD DISTURBED AREAS \ \ O o Z i m m (W/4"TOPSDIL) o�g \=y,.Z-EHiV= CE �--------\^?822Lj m:V074-480\CAD\ CITY PROJECT LANDSCAPE PLAN S.P. 2706-204(TH7) PARKING LOT IMPROVEMENTS SHEET 7` OF 8 SHEET., 1 11j�1 1 I •, \ice I �- -; / - l I ;1 111I SILT FENCE 1 I �, § 1.. '-T TILT�RNCE r.\ I II r '` 1014-00 � I 1 II�•6 I ) 0 40 8D PROTECT TREE (INCIDENTAL) 0110 TREE\ 1 ON I I t l.�tkI ir I ntitlrulli= OVERLAP GEGTEXTILE FABRIC 6 IN. & FASTEN AT 2 FT. INTERVALS — = t z '^ o DIRECTION OF RUNOFF FLOW Z z� :Sm EXTEND WIRE ow MESH INTO V N TRENCH O a r 5 FT. MIN. LENGTH POST AT 8 FT, MAX. SPACING WIRE MESH REINFORCEMENT FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL q � in MIN. HEAVY DUTY PROTECT TREE (INCIDENTAL) NOTE: RESTORE ALL DISTURBED AREAS WITH SEEDINNG, OR SOD WITHIN G10DAYSOF NLITHE CONSTRUCTION. TREE , I.IILT FENCE STORM SEWER INLET L•------ OPEN THROAT BALES NOTE: 1O TWO 2"x 2" WOOD STAKES DR STEEL REINFORCING BARS IN EACH BALE AND EMBEDDED IN THE GROUND 10" MINIMUN. �EhCE \REEr� a;.CKS TO BALE CHECK 1 -- TO PROTECT STORM SEWER INLETS; V '--1� BORN G 1 J,t , ?' T. E°• ! \` \ .1.::,1:'4;ii5H OI 1!!, /' CN^�\E-S ;NO GRAVEL .ARK1N0 LOT iI '9gd BALE CHECK 9I 3 _ FG Na tI:1�10+r� _ mesas==__ \ ''_�75114 a IIONE C9 ' et — `�' �s O" -i't� ( 3''5Y J �'-'I I I I •L 9d5. C r I INY.3'+9. v; SILT FENCE .C�C�"-� a--�---"�_!--,—\""r.J�_O�,�j .80.13 .r :VERIf'ii 383.c L 9a4 J2 TOP 99!.:`' L'I n GEOTEXTILE FABRIC,A8" WIDE PLASTIC ZIP TIES (50 LB. TENSILE I LOCATED IN TOP 8" POST LENGTH, 5 FT. MIN. AT 6 FT, MAX. SPACING DIRECTION OF RUNOFF FLOW GEOTEXTILE FABRIC,36" WIDTH z W Za _ g O MACHINE SLICE 8" - 12" DEPTH (PLUS 6" FLAP ) STANDARD MACHINE SLICED SILT FENCE DETAILS TO PROTECT AREAS FROM SHEET FLOW ( SEE SPEC. 3886 1 SILT FENCE DETAIL NO SCALE LEGEND: -- 991 -- EXISTING CONTOURS 991 — PROPOSED CONTOURS — -- SILT FENCE LOCATION 876.46 �5t16.99 TKAiL (NY.97S.57 NOTES: 1. A MINIMUM OF 4" COMPACTED THICKNESS OF TOPSOIL SHALL BE PLACED OVER ALL DISTURBED AREAS IN THE MnDOT R/W PRIOR TO SEEDING. 2. A MINIMUM OF 4" COMPACTED THICKNESS OF TOPSOIL SHALL BE PLACED OVER ALL DISTURBED AREAS IN FREEMAN PARK PRIOR TO SODDING AND SEEDING. 3. TURF ESTABLISHMENT: A.THE COMMERCIAL FERTILIZER SHALL BE 22-0-10 ANALYSIS. SLOW RELEASE TYPE B.MnDOT SEED MIXTURE #50B SHALL BE SOWN OVER B) Maintenance ALL DISTURBED AREAS IN THE MnDOT R/W. IT SHALL BE APPLIED AT A RATE OF 50 #/ACRE. I. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING- 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS C.EROS I ON CONTROL BLANKET, CATEGORY 3 SHALL PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. BE PLACED OVER ALL MnDOT R/W IMMEDIATE DISTURBED AREAS IN THE UPON COMPLETION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SEEDING. INEFFECTIVE PRIOR TO THE END OF THE EXPECTED SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING D,MnDOT SEED MIXTURE #6013 SHALL BE SOWN ON ALL USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, GRADE OR REMOVED. DISTURBED AREAS SHALL BE SEEDED DISTURBED AREAS IN FREEMAN PARK THAT ARE NOT THE FABRIC SHALL BE REPLACED PROMPTLY. IMMEDIATELY UPON COMPLETION OF REGRADING. SODDED. IT SHALL BE APPLIED AT A RATE OF 100 #/ACRE. MULCH. TYPE 3 SHALL BE APPLIED AT A TARGET RATE OF 2 TONS/ACRE OVER ALL SEEDED AREAS IN FREEMAN PARK. m:\1074-4BO\CAD\1O74-SlLT.dgn CITY PROJECT EROSION CONTROL PLAN S.P. 2706-204(fH7) PARKING LOT IMPROVEMENTS SHEET 8 OF a SHE" r- L-1 It LEGEND: EXISTING CONTOURS —991— PROPOSED CONTOURS FLOW DIRECTION . ..... 4. CLEAR AND GRUB THEE 4. 0 I' SOLID PVC STORM SEWER I PROTlCj.'!C"IP It I SAW CUT EiISTING DRIVEWAY BIT ' OR 1C 'NOTE:DETERMINED THE JONTRACTTR SHA L OWE T C..OLINICAIMN COORDINATE WITH ABOUT PROTECTING LOCATION TO BE rl IN THE FIELD ICULVERT.'W/APRONS .77(�Ul� AND/OR LOWERING THE XISTING BURIED %-Vl1111 (INCIDENTAL) t IFLEPHONi LINE. A � ll OR I V(vAv 10 . .. . ... ..... .... . OR I VEJAY piluopuj t .......... X + SHEETit UP:TI PL)qc. EXCESS.. EXCA 41EICON MATERIAL SCAPE BERM AS A LltM 90 IN THIS APEA WITH ............ "CL SS 5 NC PROTECT FRIE, EE ET IL N�,IEET 2 _j ARK UT 114, �'lllll I I I I �'WJDE 113NC�E'Ej 1: 1♦ 1,1 INCIDENT 'q . ............ . ..... 98.5 TYPICAL PARKIkG-STALL 99 0+00 0+00, ov 'p `p REMOVE GRAVEL ir PROTECT TREE I I - - - - - 989 'Z - - - - - 991 -fz-- \(INCIDENTAL A 7; .... ...... .... ..... it it 40: v MATCH EXITING BITUMIN� 2 CITY PROJECT CLASS 5 PARKING AND DRAIN TILE S.P. 2706-2G4(TH7) PARKING LOT IMPROVEMENT OF 8 SHEETS -!-14-0(hC.1---" dl�