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010-941-26-4220-LUP-2021-380ORDER OF SHEETS Section No. 1 Title PP 0 C— Section No. 2 Typical Sections end Details a0M Ike Reek 040. a EAlmDID of anentHles ._Car Hon No _ 'a. — _L.die�ello.+e.+ �M1,ranAilleg Sactina Ncti d Righl of Wcyr 121,1 Section No. 5 Plansad-Rsciile— Section No. 6 Standard Detail Drawings SacRvriNrti 9 �vcllrx+-PR:, D � Cv1nplllw' En,,�-..�:...•r' n^ja Cr-0sc.Sx{]cgc rn TOTAL SHEETS = PROJ ECT LOCATI ON CD 7 DESIGN DESIGNATION NWBE 2120 AA.D.T. N/A = N/A A.A.D.T. N/A = N/A D.H.V. = N/A D.D. N/A T. = N/A DESIGN SPEED = N/A ESALS = N/A STATE OF WISCONSIN TOWN OF HAYWARD PLAN OF PROPOSED IMPROVEMENT NWBE PROJECT OTHER PROJECT PROJECT CONTRACT NWBE 2120 MARK ROBINSON DBA MANAGE CABINS, LLC (15202W COUNTY HIGHWAY B) PRT NWISW & PRT SW/SE, LOT 2 CSM #8471, VOL 36, PG 270 OF CSM's, DOCUMENT NUMBER 428763 SAWYER COUNTY NWBE PROJECT NUMBER NWBE 2120 N 3 i Y = 432,994.12 X = 625,636.23 CONVENTIONAL SYMBOLS PLAN PROFILE CORPORATE LIMITS GRADE LINE ORIGINALGROUND PROPERTY LINE _ _ ROCK MARSH OR ROCK PROFILE — LOT LINE --------- (To be noted as such) ` LIMITED HIGHWAY EASEMENT I — — — SPECIAL DITCH EXISTING RIGHT OF WAY — m GRADE ELEVATION d PROPOSED OR NEW R/W LINE SLOPE INTERCEPT — — ., CULVERT Profile View ( ) 0 UTILITIES REFERENCE LINE ELECTRIC — E — EXISTING CULVERT " — — " FIBER OPTIC — FO — PROPOSED CULVERT GAS — G — (Box or Pipe) SANITARY SEWER — SAN — COMBUSTIBLE FLUIDS STORM SEWER — SS — TELEPHONE — T — MARSH AREA r l 1 1\ WATER — w— h 1 i UTILITY PEDESTAL POWER POLE WOODED OR SHRUB AREA TELEPHONE POLE fit FILENAME: W:\NWBE PROJECTS\DESIGN\2120_ROBINSONSTORAGE-SWP\C3D-20\SHEETSPIAN\010101_TI-2111.DWG F I EASY ST L. 63 ITAL A i., OR Phipps t SPRING x RD BASS LA ' ............... .--.»...» LAYOUT SCALE L 1.0 MI TOTAL NET LENGTH OF CENTERLINE = N/A PLOT DATE: 9/10/20219:54 AM HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN COORDINATE REFERENCE SYSTEM (WISCRS), SAWYER COUNTY, NAD83 (2012), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES ARE THE SAME AS GROUND DISTANCES. ELEVATIONS ARE REFERENCED TO NAVD 88 (2011 ). GIPS DERIVED ELEVATIONS ARE BASED ON GEOID 12A. PLOT BY: GARY COLBERT PLOT NAME: ORIGINAL PLANS PREPARED BY ►raar•`a�a�� ti`� ACCEPTED FOR MARK ROBINSON i)RAVVN—A—c,MA I S, LLC b +01 �14 - PREPARED BY 5usveyvr JESSESUZANLANDSURVEYIN13 Deslsror NYWRL-6.COLBERT,PF Pr*ctMenager NWDE-R.HARRINGTON,Pt ! 1w I, Z + SCALE, FEET - 0 10 zo - 0 Q>;OPER�Y LINE - ' CK SLOPEINTERCEPT DITCH FLOWLINE SETS I - - - - - - - - - - - - - - - - - - --- ---- .9 - - 1 S b. �s / E: r/ � PROPOSED GRAVEL 00 i. g� •jF �.�r {�~ �1Ps `ems y' GS •$��11 I -'�'i , !I9 I ! I 18' 110' 1 I '- 9 - K r AS It r l I t 'sO --o I 39j� f�_ 4y WEST PROPOSED STORMWATER ...____-------WESTSTORAGE - ---------- 13ASTN FLOOR + BUILDING ! js33s 1>0 I I f l !j 6 f��E so A9 1 co k l I I PROPOSED GRAVEL �'y3, > P Uj 111 i 33 zz •gyp G) 11 _ f9 --+?3 ---- - - - - - - ------ --jj� � 9s� p` 7 08-1& 0 _... _ _ _ .� _ _ _ ^' - - - - ^ ' 31��•� a2 f 7�5+1 •^�i jl ,qq., sp 9. A r A r 28'Ij� 1 I I EXISTING \ •�3zL ! 3 _ I STORE \\� r // aag - _48s f s, .. i m I / � •�t�l� / f. � I y Jr ob 1r9sIP y 1 _ 1 r l / \ + 0 IIs'sOp 3jAp%a �1s'�00 �/I Z- - - - - - - - - - - - - -- - - �1._.._..� POINT TABLE - WEST STORAGE BUILDING POINT NO. Y X ELEVATION DESCRIPTION 1 432913.92 625606.71 1196.30 EDGE GRAVEL 2 432911.95 625606.37 1195.97 DITCH FLOWLINE 3 432935.03 625590.02 1196,50 FINISHED FLOOR 4 432917,27 625587,09 1196,20 EDGE GRAVEL 5 432915.30 625586.76 1195.87 DITCH FLOWLINE 6 432943-44 625540,73 1196.50 FINISHED FLOOR 7 432925-71 625537.61 1195.95 EDGE GRAVEL 8 432923.74 625537.27 1195-62 DITCH FLOWLINE 9 432946.37 625S22.97 1195.90 EDGE GRAVEL 10 432946.70 625521.00 1195.47 DITCH FLOWLINE 11 433051.87 625559.23 1196.50 FINISHED FLOOR 12 433055.00 62554151 1195.25 EDGE GRAVEL 13 43305S-67 625537-56 1194.59 DITCH FLOWLINE 14 433073.03 625549.86 1194.S5 DITCH FLOWLINE 15 433069.63 625562.16 1195.33 EDGE GRAVEL 16 433043.46 625608.52 1196.50 FINISHED FLOOR 17 433061.19 625611.65 1195.68 EDGE GRAVEL 18 433054.59 625624,22 1195.25 EDGE GRAVEL 19 433040.54 625626.28 1195.33 EDGE GRAVEL 20 432954.75 625593.38 1196.50 FINISHED FLOOR 21 432951.72 62561L13 1196.20 EDGE GRAVEL 22 432931 29 625608.77 1196.30 EDGE GRAVEL 23 432964.09 625613.24 1196.08 EDGE GRAVEL 24 432963,05 625619.34 1195.46 DITCH FLOWLINE 25 432962.01 625625.45 1196.12 SI 26 433029.59 625624,41 1195.43 EDGE GRAVEL 27 433028.55 625630.53 1194.81 DITCH FLOWLINE 28 433027.50 625636-64 1195.20 SI 29 433034.60 625631.60 1193.50 DITCH FLOWLINE 30 433039.77 625638.33 1193.27 DITCH FLOWLINE 31 433044.09 625652.60 119286 DITCH FLOWLINE 32 433048.13 625671.16 1192.95 DITCH FLOWLINE 33 433046-37 625662 50 1192.59 DITCH FLOWLINE 34 433047.63 625646.97 1192.97 DITCH FLOWLINE 35 433053.14 625637,21 1193.25 DITCH FLOWLINE 36 433059.80 625627.16 1193.55 DITCH FLOWLINE 37 433062.44 625621.80 1193.70 DITCH FLOWLINE 38 433064.04 625617.46 1193.73 DITCH FLOWLINE 39 433072.23 625582.49 1193.40 DITCH FLOWLINE 40 433077.70 625576.50 119150 DITCH FLOWLINE 41 433105.51 625588.51 1192.50 BASIN FLOOR 42 433108.32 625575 38 1192.50 BASIN FLOOR 43 433093,68 625572.15 1192.50 BASIN FLOOR 44 433079.21 625575.18 119ZSO BASIN FLOOR 45 433113.78 625571.87 1193.65 SI 46 433107.97 625593.25 1193.35 SI 47 433075,23 625582,49 1194.12 SI 48 433093.74 625566.43 1 1193,90 SI 49 433083.05 625567.73 1 1194.10 SI 2 I PROJECT NO: NWBE 2120 1 HWY: 15202W COUNTY HWY B 1 COUNTY: SAWYER J SITE LAYOUT DETAILS- MANAGE CABINS LLC I SHEET I E FILENAME. W:\NWBE_PROJECTS\DESIGN\2120_ROBINSONSTORAGE-SWP\C3D-20\SHEETSPLAN\021001_CD-SITELAYOUT.DWG PLOT DATE: 9/10/202111:52 AM PLOT BY: GARY COLBERT PLOTNAME: PLOT SCALE: 11N:20 FT WISDOT/CADDS SHEET 42 LAYOUT NAME -Site Layout_cd-01 -111I•• .1•••1--.•-1---- 1-1.. 1 --- .1--- 1. ---, 1 -11-1.1. Lra 1-..—_.., rLUI UHIt: WIU/LUL111:SL AM PLOT BY: GARY COLBERT PLOT NAME: PLOT SCALE: IIN:20 FT LAYOUT NAME - SiteLayou[_cd-02 W ISDOT/CADDS SHEET 42 2 N SCALE, FEET 20 40 �GH��yvA r WEST STORMWATER BASIN ELLV, 1192.5 VOL. 320 (:F (27i] CF REQ'D) lOPS[:JiL STORAGE PILE r tsa. Ej5+7 EAST STORMWATER BASIN FLOOR ELEV. 1191.0 ` VOL. 1050 CF (1026 CF REGI gAn G � r Z. f p j r Lu ..3..�i 1 �' •-5,p �v..�t e�u W r /may -i �.. ❑cE„ rc g + .; Ix a+- + w � 1+ W i OC7 0re . _ W 4 cuj F co Cti - LINE EROSION CONTROL LEGEND #####21 EROSION MAT CLASS I,TYPE I --�--�� SILT FENCE PROPOSED GRAVEL SURFACE EXISTING GRAVEL SURFACE LANDSCAPED DEPRESSION T56 TEMPORARY SEDIMENT BASIN - — POST -CONSTRUCTION SURFACE WATER FLOW POST -CONSTRUCTION ~ SURFACE SLOPE ARROW PRE -CONSTRUCTION SURFACE SLOPE ARROW INTERCEPT NOTE: LOCATION OF ALL EROSION CONTROL DEVICES SHOWN ON THE PLAN ARE APPROXIMATE. ACTUAL LOCATIONS OF DEVICES WILL BE DETERMINED IN THE FIELD BY THE OWNER. SOIL TYPE: SAND EXISTING SITE SLOPE: 1.5%- 3.0% PRIOR TO CONSTRUCTION INSTALL SILT FENCE ALONG THE SOUTH, WEST, NORTH, AND EAST PROPERTY LINES. DURING CONSTRUCTION �� k r I• t ` j: ALL STOCKPILED MATERIAL FROM DISTURBED AREAS THAT REMAIN FOR LONGER THAN 10 DAYS WILL BE SEEDED WITH WISDOT TEMPORARY SEED MIX. TEMPORARY SEDIMENT BASINS WILL BE EXCAVATED AT LOCATIONS AND SIZES REQUIRED ~ TOPSOr TO CONTROL CONSTRUCTION RUN-OFF. STORAG EPI1I. ALL DISTURBED AREAS WILL BE RE-TOPSOILED WITH 4-INCHES OF TOPSOIL SALVAGED FROM THE SITE, FERTILIZED WITH WISDOT FERTILIZER TYPE B AT 7 LBS/1000 SF, SEEDED K. WITH WISDOT TEMPORARY SEED MIXAT3 LBS/1000SF, ANDSEEDED WITH WISDOTSEED 1 MIXTURE 20 AT 3 LBS/1000 SF EROSION MAT CLASS I, TYPE B WILL BE PLACED IN ALL DITCHES AND ON SLOPES STEEPER 1 THAN 2.5:1. 1 + POST CONSTRUCTION 1 ALL TEMPORARY EROSION CONTROL DEVICES WILL BE REMOVED AFTER THE SITE HAS BEEN STABILIZED. STH 77 I �- � i K PROJECT NO: NWBE 2120 I HWY: 15202W COUNTY HWY B + COUNTY: SAWYER I EROSION CONTROL & STORMWATER MANAGEMENT PLAN -MANAGE CABINS LLC SHEET E FILENAME: W:\NWBE_PROJECTS\DESIGN\2120_ROB I NSONSTORAG E-SWP\C3 D-20\SHEETSPLAN\022001EC-ROBINSOK DWG PLOT DATE: 9/10/20211:16 PM PLOT BY: GARY COLBERT PLOT NAME: PLOT SCALE: 11N:40 FT LAYOUT NAME - Robinsonec-01 W ISDOT/CADDS SHEET 4 2 5 WEST STORMWATER BASIN N } ELEV. 1192.5 I 1 20' Sf rBA EAST STORMWATER SAS IN FLOOR P.W. 1191.0 SCALE, FEET ! PR rZ$, �/•' ' •:/•ti r'', •i ;-{/: r:� ..r►r^ n . :_5 .r .. a/•.. - 50, uj L[�1 w • f _z LLI Ir �• t.:y:' r+ r I � ��; r � _Z .,'. '• •i , �;.:,` : -• I;.; � ter. ! `� � .:� � ;i i_ fir' �. ti'.'Jr � ' :. y•• r � •! r fir' 111//iY F -�'�fr i SURFACE ��: •:a •+`• r. _ •! �� — — � L �.. ��' .r..•L+i ems... f � � � 1 .• by �: �K r ��%/ t c -&FH Lrru� 8 I, 5 PROJECT NO: NWBE 2120 l HWY: 15202W COUNTY HWY B + COUNTY: SAWYER FILENAME: W:\NWBE_PROJECTS\DESIGN\2120—ROBINSONSTORAGE-SWP\C3D-20\SHEETSPLAN\050201_PN-OVERVIEW.DWG LAYOUT NAME - Robinson_pn-01 PROJECT OVERVIEW -MANAGE CABINS LLC PLOT DATE : 9/10/2021 1:21 PM PLOT BY: GARY COLBERT PLOT NAME: PLOTSCALE: 11NR0 FT SHEET E WISDOT/CADDS SHEET 44 - f-F BUILDW '.lt�l 44 COUNTY HWY B YI EMSTINGJA ST081 IL II IFN-`.�il�T CROSS P. r+_, ff-IT' f 4 Bull-FANG J41 ji. BUILD 14 EXIWING RE . i�l COUNTY: SAWYER �I '1-1 NO: NWBE 44 2120 � -�..'___��II FF SECTIONS: �t 20: FT �1tl SITE fxl CROSS SECTIONS F�.--� - MANAGE I CABINS Ili-��i LLC HWY: 15202W 'FPROJECT SHEET �.u�l�� rw1 U-t: 11:57 ANI PLOI BY: GARY COLBERT PLO NAME; LAYOUT NAME - Robinson xs-02 PLOTSCALE: 1IN:20FTHORZ./1IN;20FTVERT. WISDOT/CADDS SHEET 49 vvuuul/uAuu»neei 4v -o Sawyer County Appiication for Grading � 10610 Main St. Suite 49 � � Hayward WI 54843 � 715/634-8288 CONSTRUCTION SHALL NOT BEGIN UNTIL ALL REQUIRED PERMITS HAVE BEEN �SSUED. SIGNATURE OF PROPERTY OWNER IS REQUIRED. o � Mark Robinson DBA � OwtlBf: Manage Cabins,LLC Contractor: Mailin Address:PO Box 8062 Mailin Address: Ci , State,Zi :�anesville,WI 53547 Cit ,State,Zi : Phone:(608)751-4594 Phone: � � c� Email:cajun@jvinet.com Email: �D � Site address: �5202w County HWY B Calculate grading area: (Total area disturbed including excavation,fill,grading, landscaping,equipment rutting,andlor other areas vegetation wiil be removed resulting in exposed soil) Determine width of disturbed site in feet: 25o ft.x depth of disturbed site in feet: 17o ft. Total= 42,500 sq.ft.(this is the area calculation) Determine Slope of disturbed area:Vertical height in feet 3•5 =Horizontal distance in 0 feet 210 =Slope �•�» X 100= �•7 %Slope g (1V/1H=Slope X 100=Percent Slope) � � 'For any filling or grading of any area which is within 300 feet landward of the ordinary high water mark(OHWM)of navigable water and which has surface drainage toward the water and on which there is either: (1) Any filling or grading on slopes of more than 20%. (2) Filling or grading of more than I,000 sq.ft.on slopes of 12%20%. r i r ti e i f i i i n x ithin 1,000'OHWM of navigable lakes,ponds,or flowages OR wtthin 300'of OHWM o I i r te Date activity will begin if permit is issued: May 1,2022 date to be completed:June 30,2022 Attach engineering design or complete the following using additional sheets: 1. Describe proposed erosion control installation,construction phases,and finished site grading. N Include timeline,methods,and materials_(Silt Fence alone is not ample erosion control for c most sites � cn PRIOR TO CONSTRUCTION-Before May 1,2022 � Install silt fence along the south,west,north,and east property lines.(See Plans) �p _ � CONSTRUCTION-Begin Construction May 1-June 30,2022 �� 1.Strip topsoil and stockpile on-site. 2.Excavate stormwater basin and ditches. 3.Place fill material and grade&gravel access driveways and storage building pads. 4.Re-topsoil,fertilize,seed,mulch,and erosion mat. All stockpiled material from disturbed areas that remain for longer than 14 days will be seeded with WisDOT temporary seed mix. Temporary sediment basins will be excavated at locations and sizes required to control construction run-off.Location and size shall be determined in the field by the owner. All disturbed areas will be re-topsoiled with 4-inches of topsoil salvaged from the site,feAilized with WisDOT fertilizer type 6,seeded with WisDot temporary seed,seeded with wisdot seed mixture#20. Erosior.mat Class I,Type B will be placed in all ditches and on slopes steeper than 2.5:1. p _ N All disturbed areas that are nol erosion matted shall be mulched. � CONSTRUCTION-May 1-June 30,2022 Construct east and west storage buildings. POST CONSTRUCTI�N-Fall 2022 Remove all temporary erosion control devices after the site has been stabilized. 2. List temporary seed type and rate,permanent seed type and rate,fertilizer type and application rate (i(applied),and mulch type and application rate. WisDOT Temporary Seed Mix @ 316s/1000 sf WisDOT Seed Mixture#20 @ 31bs/t000 sf(See Attachmenq WisDOT Fertilizer Type B@ 7#/1000 sf.(See Attachment) Mulch to a loose depth of 1/2 to 1-1/2 inches. Bosion Mat Class I,Type B per manufacturefs specifications.(See Attachment) 3. Attach a plot plan of project area including location of any wetland(s)and/or waterway(s)(indicate area belween grading project and water body to be left undisturbed),location of excavated materiai, location of all storm water and erosion control Best Management Practices(BMP's),property lines, existing drainage,post grading drainage pattern,and north arrow.(Silt Fence alone is not ample erosion control for most sites) (See Plan) o..��.� � � ��a —�� --,.<-., i � �- — ,.Y_�. - - .�,,. � �, � � _I--- ._ , ., � _ _„ _-. �e � �� , , M�,�r�_r.d14 � � _ _. , . . .�o�w�..�� . _ ,.�..x.N,� �, ��x � � �a.�,� � � Im _.� _�A�_-.. :_ ;�:�. � � � _�.___.� .:..,_�.., � �::E ..�..__--`=�`=��-� ��Q;� �'_- �:;°x'�� SCPLE�".ao� 4. Attach a cross sedional view of project area including the existing and proposed slope of the bank, water level oF any existing watenvay,and horizontal and vertical scale. (See Plan) 1 Initial below I`�All BMP's and erosion control devises will be inspected weekly�1n afler reinfall of'/,"or 1`greater within 24hr period. �In accordance with the Sawyer County Zoning Ordinance section 4.281(Adverse Effects On ' Adjacent Properties).I hereby declare that the consiruction and/or grading permitted under this pertnit will not affect or interfere with neighboring properties drainage pariems.Any change in drainage patterns which are determined to be detrimental to neighboring properties will be corrected at the expense of the property owner referenced on this permit. The undersigned certifies tha[the listed information and intentions are true and correct,that all work shall be performed in compliance with the requirements of the Sawyer County Zoning Ordinance and the laws and regulations of the State of Wisconsin.The undersigned person(s)hereby give p rm�on for access lo the property for onsite inspection. �J�t � z-��y- v a Slgnata of property owner(or agent with Power of Attorney). Permit Fee: Rev-1/2020 ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit 629 Fertilizer and Agricultural Limestone 629.1 Description �,� This section describes furnishing and incorporating fertilizing material in the soil on areas of proposed seeding or praposed sodding. �z� This section also describes furnishing and incorporating agricultural limestone in the soil. 629.2 Materials 629.2.1 Fertilizers 629.2.1.1 General �,� Use fertilizers for seeding, sodding, or other planting that are standard commercial packaged or bulk products in granular or liquid form conforming to Wisconsin statutes and the Wisconsin administrative code chapter ATCP 40. Ensure that each container of packaged fertilizer is plainly marked with the analysis of the contents showing minimum percentages of total nitrogen, available phosphoric acid, and soluble po[ash. If furnishing the fertilizer in bulk, include an invoice in each shipment indicating the minimum percentages of total nitrogen, available phosphoric acid, and soluble potash in the contents. http://docs.leq is.wi.qov/statutes/statutes/ http://docs.leqis.wi.qov/code/admin code/atcq/020/40.pdf �z� If using fertilizer with a total of nitrogen, phosphoric acid, and potash greater than 32 percent for type A or 50 percent for type B, apply them at a rate that provides equal nitrogen, phosphoric acid, and potash. 629.2.1.2 Type A �,� Type A fertilizer shall conform fo the following minimum requirements: Nitrogen, not less than...................................................................................................................................16% PhosphoricAcid, not less than ........................................................................................................................6% Potash. not less than............................_..........................................._.......__.._................................__.........6% �z� The total of nitrogen, phosphoric acid, and potash shall equal at least 32 percent. �3� Total nitrogen shall at least equal the sum of the phosphoric acid and soluble potash. 629.2.1.3 Type B �,� Type B fertilizer shall conform to the following minimum requirements: Nitrogen, not less than...................................................................................................................................16% PhosphoricAcid, not less than ........................................................................................................................6% Potash, not less than.....................................................................................................................................24% �z� The total of nitrogen, phosphoric acid, and potash shall equal at least 50 percent. 629.2.2 Agricultural Limestone �,� Conform to chapter 94.66 of the Wisconsin statutes and of the Wisconsin administrative code chapter ATCP 41. Furnish limestone with a neutralizing index of not less than 40 or more than 109. h ttp://d ocs.leq i s.wi.q ov/statu tes/statute s/94 http://docs.leqis.wi.qov/code/admin code/atcq/020/41.pdf �� Before using, furnish a statement to the engineer indicating the index zone or grade of the limestone for each deposit. 629.3 Construction 629.3.1 Fertilizer 629.3.1.1 General �,� Uniformly apply the fertilizer selected for the seeding areas and incorporate into the soil by light discing or harrowing. If applying granular fertilizer, ensure it is well pulverized and free from lumps. �z� If incorporating fertilizer into topsoiled areas, the contractor may apply it just before, and in conjunction with, final discing or harrowing, or if hand manipulating the topsoil, apply it just before final raking and leveling. �a� If placing fertilizer on surfaces with no topsoil, prepare the soil by discing or harrowing to at least 6 inches deep and then incorporate the fertilizer as specified above. �a� If sowing seeding areas by pressure sprayer, then fertilize by placing the required quantity of fertilizer in the tank, mixing with the water and the seed, agitating constantly, and apply during the seeding Effective with[he November 2020 Lettin9 2021 Standard Specifications ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit operation. If applying fertilizer this way then the department will not require discing and harrowing after placement. �s� If fertilizing areas to receive sod, spread the fertilizer uniformly over the soil before sodding at the rate specified below, and then work the fertilizer into the soil while preparing as specified for preparing the earth bed in 63�.3.1. �s� If applying fertilizer for work specified under 632, then apply the fertilizer as specified in that section. 629.3.1.2 Type A �,� Apply fertilizer containing 32 percent total of nitrogen, phosphoric acid, and potash at 7 pounds per 1000 square feet, unless the contract specifies otherwise. For type A fertilizer that contains a different percentage of components, determine the new application rate by multiplying the specified rate by a dimensionless conversion factor determined as follows: Conversion Factor=32/New Percentage of Components 629.3.1.3 Type B �,� Apply fertilizer containing 50 percent total of nitrogen, phosphoric acid, and potash at 7 pounds per 1000 square feet, unless the contract specifies otherwise. For type B fertilizer that contains a different percentage of components, determine the new application rate by multiplying the specified rate by a dimensionless conversion factor determined as follows: Conversion Factor= 50/New Percentage of Components 629.3.2 Agricultural Limestone Treatment c,� Unless the contract specifies othenvise, spread agricultural limestone over the contract-designated areas at a uniform rate, measured in pounds per 1000 square feet, as follows: INDEX ZONES 40-49 50-59 60-69 70-79 80-89 90-99 100-109 RATE 140 120 100 90 80 70 60 �z� To conveniently check the required application rate, the contractor may measure materials used on a volumetric basis, providing the conversion from weight to volume is determined from representative samples of materials used. �a� Incorporate the agricultural limestone with the required fertilizers into the soils in the designated areas. The construction requirements applicable to fertilizers shall apply to those materials also. 629.4 Measurement �,� The department will measure the Fertilizer bid items by the hundred pounds (CWT) acceptably completed, measured based on an application rate of 7 pounds per 1000 square feet. The department will not measure fertilizer used for the bid items under 632. The measured quantity equals the number of hundred-weight (CWT) of material determined by multiplying the actual number of cwt. of material incorporated by the ratio of the actual percentage of fertilizer components used to 32 percent for type A and to 50 percent for Type B. �z� The department will measure Agricultural Limestone Treatment by the ton acceptably completed, measured based on an application rate of 100 pounds per 1000 square feet and an index zone of 60- 69. The measured quantity equals the number of tons of material determined by multiplying the actual number of tons of material incorporated by 100 and dividing by the application rate required for the index zone of the material used. 629.5 Payment �,� The department will pay for measured quantities at the contract unit price under the following bid items: ITEM NUMBER DESCRIPTION UNIT 629.0200-0299 Fertilizer(type) CWT 629.1100 Agricultural Limestone Treatment TON �z� Payment for the Fertilizer bid items is full compensation for providing, hauling, placing, and incorporating in the work. �a� Payment for Agricultural Limestone Treatment is full compensation for furnishing, hauling, placing, and incorporating the required materials in the soil. Effective with[he November 2020 Letting 2021 Standard Specifications ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit 630 Seeding 630.1 Description �,� This section describes preparing seed beds and furnishing and sowing the required seed on slopes, appurtenances, and other areas, and on borrow pits and material disposal sites. �z� This section also describes furnishing and sowing temporary seed mixture on the slopes and appurtenances of temporary embankments and roadways. 630.2 Materials 630.2.1 Seed 630.2.1.1 General �,� Use seed within one year of the test date appearing on the label. �z� Seed mixtures 70, 70A, 75, and 80 contain wild type forbs and grasses. Wild type is defined as seed that is derived directly from native, wild stock, including seed that was wild collected and placed into production or has been harvested directly from native stands. 630.2.1.2 Purity and Germination �,� Test seed for purity, germination, and noxious weed seed content according to the Rules for Testing Seed, published by the Association of Official Seed Analysts. �z� Percent live seed (PLS) is determined by multiplying the percent purity times the percent germination. Determine sowing rate and measure mixtures containing PLS as described in CMM 640.3.4 to ensure the correct quantity of viable seed of each species is applied. 630.2.1.3 Inoculation �,� Inoculate legume seed (white clover, red clover, alsike clover, partridge pea, purple prairie clover, Canada tick-trefoil, and lupine) unless pre-inoculated by the vendor. Follow the inoculation instructions that come with the culture purchases. If applying the seed according to method B, 630.3.3.3, treat seeds requiring inoculation with 5 times the quantity of inoculant recommended in the instructions. �z� Avoid exposure of the culture or inoculated seed to the sunlight; do not exceed 1/2 hour exposure. 630.2.1.4 Storing Seed �,� Store seed delivered before use in a way that protects it from damage by heat, moisture, rodents, or other causes. Discard and replace any previously tested and accepted seed that becomes damaged. 630.2.1.5 Seed Mixtures 630.2.1.5.1 Permanent 630.2.1.5.1.1 Composition �,� Seed mixtures for the right-of-way and easements shall, unless specified otherwise, be composed of seeds of the purity, germination, and proportions, by weight, as given in table 630-1 and table 630-2. �z� Use seed of the species and varieties listed below. If no variety is listed, there will be no restriction on the variety furnished, except as follows: 1. Pure live seed (PLS)species shall contain no named or improved varieties and be grown in Wisconsin, northem Illinois, northeastern lowa, or eastern Minnesota. Use out-of-state seed grown in one of the following counties: 1.1 From northern Illinois: Boone Bureau Carroll Cook De Kalb Du Page Grundy Henry Jo Daviess Kane Kendall Lake La Salle Lee McHenry Ogle Putnam Rock Island Stevenson Whiteside Will Winnebago 1.2 From northeastern lowa: Allamakee Benton Black Hawk Bremer Buchanan Cedar Chickasaw Clayton Clinton Delaware Dubuque Fayette Floyd Howard Jackson Johnson Jones Linn Mitchell Muscatine Swtt Winneshiek 1.3 From eastern Minnesota: Aitkin Anoka Carlton Carver Chisago Dakota Dodge Fillmore Goodhue Hennepin Houston Isanti Kanabec La Sueur Mille Lacs Mower Olmsted Pine Ramsey Rice Scott Sherburne Steele Wabasha Washington Winona Wright Effective with the November 2020 Letting 2021 Standard Specifications ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit 2. PLS for seed miutures 70, 70A, 75, and 80 shall be packaged separately by species and clearly labeled with the vendor's name, species common and botanical names, gross weight, percent PLS, year of � harvest and any specialized treatments that have been applied to ensure or enhance germination. 3. Minimum percent purity for native for species is 90 percent. If a listed species is not availahle, substitutions may be made with engineer's approval and must be documented. �a� Mix native species on the project; clean and debeard seed with awns or excessive hairs before mixing. SPECIES COMMON NAME SPECIES BOTANICAL NAME ACCEPTABLE VARIETIES Kentucky Bluegrass Poa pratensis Low Maintenance Red Fescue Festuca rubra Creeping Hard Fescue Festuca ovina Improved var. duriuscula Tall Fescue Festuca arundinacea Improved turf type Salt Grass Puccinella distans FulYs Puccinella distans Salty Redtop Agrostis alba Timothy Phleum pratense Canada Wild Rye Elymus canadensis Perennial Ryegrass Lolium perenne Perennial Ryegrass Lolium perenne Improved Fine Annual Ryegrass Lolium multiflorum Alsike Clover Trifolium hybridum Red Clover Trifolium pratense White Clover Trifolium repens Japanese Millet Echinochola crusgalli var. frumentacea Annual Oats Avena sativa Agricultural Rye Secale cereale Winter Wheat Triticum aestivum TABLE 630-1 HIGHWAY SEED MIXTURES PURITY GERMINATION MIXTURE PROPORTIONS (in percent) SPECIES minimum % minimum % N0.10 N0.20 N0.30 N0.40 NO.60 Kentucky Bluegrass �98 85 40 6 10 35 Red Fescue 97 85 25 15 30 30 Hard Fescue 97 85 24 25 20 Tall Fescue 98 85 40 Salt Grass 98 85 15 Redtop 92 85 5 Timothy 98 90 12 Canada Wild Rye PLS 10 Perennial Ryegrass 97 90 20 15 Improved Fine g6 85 20 15 Perennial Ryegrass Annual Ryegrass 97 90 30 Alsike Clover 97 90 4 Red Clover 98 90 4 White Clover 95 90 10 Japanese Millet 97 85 20 AnnualOats�� 98 90 20 �� Substitute winter wheat for annual oats in fail plantings started after September 1. Effective with the November 2020 Letting 2021 Standard Specifications ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit , TABLE 630-2 NATIVE SEED MIXTURES PURITY MIXTURE PROPORTIONS SPECIES SPEpES BOTANICAL NAME & in percent GERMINATION minimum % NO. NO. NO. NO. 70 70A 75 80 Canada Anemone Anemone canadensis PLS 2 ButterFlyweed Asc/epias tuberosa PLS 2 New England Aster Asternovae-angliae PLS 2 2 Partridge-pea Chamaecrista (Cassia) fasciculata PLS 2 Purple Prairie Clover Dalea (Petalostemum)purpurea PLS 2 2 4 Canada Tick-trefoil Desmodium canadense PLS 2 Flowering Spurge Euphorbia corollata PLS 2 Wild Geranium Geranium maculatum PLS 2 � Westem Sunflower Helianthus occidentalis PLS 3 2 w � Rough Blazingstar Liatris aspera PLS 2 � Prairie Blazingstar Liatris pycnostachya PLS 2 Lupine Lupinus perennis PLS 3 Wild Bergamot Monarda fistulosa PLS 2 Horse Mint Monarda punctata PLS 2 Yellow Coneflower Ratibida pinnata PLS 2 2 Blackeyed Susan Rudbeckia hirta PLS 1 Showy Goldenrod Solidago speciosa PLS 2 2 Spidenvort Tradescantia ohiensis PLS 2 2 Golden Alexanders Zizia aurea PLS 2 Big Bluestem Andropogon gerardi PLS 15 15 10 Sideoats Grama Bouteloua curtipendula PLS 15 20 20 25 Canada Wildrye Elymus Canadensis PLS 15 15 35 23 � Slender Wheatgrass Elymus trachycaulus PLS 20 uWi Junegrass Koeleria macrantha PLS 5 � � Annual Ryegrass Lolium multiflorum �'� 10 10 � Switchgrass Panicum virgatum PLS 10 Salt Grass Puccinella distans �" 2 Little Bluestem Schizachyrium (AndropogonJ scoparium PLS 15 20 10 10 Indiangrass Sorgastrum nutans PLS 15 10 � Sky Blue Aster ster azureus PLS �z� �z� w � White Wild Indigo Baptisia leucantha PLS �2� �2� O LL Pale Purple Coneflower Echinacea pallida PLS �z� �z� w � Z White Prairie Clover Petalostemum candidum PLS �2� �2� � F Stiff Goldenrod Solidago rigida PLS �2� �2� J a Hoary Vervain Verbena stricta PLS �2� /z� �� Provide the minimum purity and germination specifed in table 630-1. «� The contractor may, if the engineer approves, substitute an alternate forb for a required forb that is not available using the same percentage as specifed for the required forb. Use a different altemate forb for each unavailable required forb. Provide documentation showing that a required forb is not available before using an altemate. Effective with the November 2020 Letting 2021 Standard Specifications ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit 630.2.1.5.1.2 Mixture �,� Use seed mixtures that meet with the engineer's approval and conform to the following: - No. 10 where average loam, heavy clay, or moist soils predominate. - No. 20 where light, dry,well-drained, sandy, or gravelly soils predominate and for all high cut and fll slopes generally exceeding 6 to 8 feet,except where using No. 70. - No. 10 or 20 on all ditches, inslopes, median areas, and low fills, except where using No. 30 or 70. - No. 30 for medians and on slopes or ditches generally within 15 feet of the shoulder where a salt-tolerant turf is preferred. - No.40 in urban or other areas where a lawn type turf is preferred. - No. 60 only on areas, the contract designates or the engineer specifes. Use it as a cover seeding for newly graded wet areas or as a nurse crop for specified wetland seed mixtures.The contractor shall not apply it to flooded areas. - Nos. 70 and 70A on slopes and upland areas the contract designates or the engineer specifes. Use seed mixture No. 70 on loamy soils and seed mixture No. 70A on sandy soils. - No. 75 where native grasses are desired for erosion control. - No. 80 on inslopes where a salt tolerant seed mix containing native grasses is desired. 630.2.1.5.2 Temporary �,� Under the Seeding Temporary bid item, use a temporary seed as follows: SPECIES % MINIMUMPURITY % MINIMUMGERMINATION Annual Oats 98 90 Agricultural Rye 97 85 W inter W heat 95 90 «� Use oats in spring and summer plantings. Use winter wheat or rye for fall plantings started after September 1. 630.2.1.5.3 Nurse Crop �,� If seeding bare soil with either mixture 70, 70A, 75, or 80, indude the Seeding Nurse Crop as follows: SPECIES % MINIMUM PURITY % MINIMUM GERMINATION Annual Oats 98 90 Annual Ryegrass 97 90 W i nter W heat 95 90 �z� When a nurse crop is required for spring seeding before June 15, or if the engineer allows seeding between June 15 and October 15, use annual oats. For fall seeding after October 15, use winter wheat, or annual ryegrass. 630.2.2 Water �,� Furnish clean water, free of impurities or substances that might injure the seed. 630.3 Construction 630.3.1 General �,� Perform seeding when and as the engineer directs or allows. Provide protective cover within 24 hours after sowing. The engineer may direct or allow covering with mulch as specified in 627, erosion mat as specified in 628, or using other contract bid items. �z� If using Nos. 60, 70 and 70A mixtures, do not seed between June 15 and October 15 unless the engineer allows. 630.3.2 Seed Bed Preparation �,� Complete grading, shouldering, topsoiling, and fertilizing, if part of the work under contract, before permanent seeding, except the contractor may place the fertilizer and seed mixture in one operation if using equipment designed for the purpose. �� Just before seeding, work the area being seeded with discs, harrows, or other appropriate equipment to obtain a reasonably even and loose seedbed. Place topsoil as specified in 625.3.3. 630.3.3 Sowing Methods 630.3.3.1 General �,� Select the method of sowing from either method A, method B, method C, or an appropriate combination of inethods A, B, and C. Obtain the engineer's approval for the sowing method and specific procedures used for each seed mixture used before sowing that mixture. Effective with Ihe November 2020 Letting 2021 Standard Specifications � ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit 630.3.3.2 Method A �,� Sow the selected seed mixture using equipment adapted to the purpose, or by scattering it uniformly over the areas to be seeded. Lightly rake or drag to cover the seed with approximately 1/4 inch of soil. After seeding, lightly roll or compact the areas using suitable equipment, preferably the cultipacker type, when the engineerjudges the seedbed too loose, or if the seedbed contains clods that might reduce seed germination. The contractor shall not roll slopes steeper than 1:3. �z� If scattering seed by hand, perform this work with satisfactory hand seeders and only when the air is calm enough to prevent seeds from blowing away. 630.3.3.3 Method B �,� Sow or spread the seed upon the prepared bed using a stream or spray of water under pressure and operated from an engineer-approved machine designed for that purpose. Place the selected seed mixture and water into a tank, provided within the machine, in sufficient quantities that when spraying the seed on a given area it is uniformly spread at the required application rate. During this process, keep the tank contents stirred or agitated to provide uniform distribution. Spread the tank contents within one hour after adding the seed to the tank. The engineer will reject seed that remains mixed with the water for longer than one hour. The engineer will not require dragging or rolling. 630.3.3.4 Method C �i� For spring seeding of seed mixtures 70 and 70A into existing ground cover, mow existing vegetation to 4 inches or less in height 2 to 4 weeks before seeding. Ten to 14 days after mowing, spray with vegetation control herbicide conforming to 632.2.12. �z� For fall seeding of seed mixtures 70 and 70A into existing ground cover, mow existing vegetation to 4 inches or less in height 4 to 6 weeks before seeding. Ten to 14 days after mowing, spray with vegetation control herbicide conforming to 632.2.12. Retreat with vegetation control herbicide 10 to 14 days after initial application if live vegetation persists. �a� Seed with a rangeland type drill with one or more seed boxes that can be calibrated independently to deliver different sized seeds uniformly at the required rate and equipped with a rear-mounted press wheel for each seed drop tube. If seeding into existing vegetation or thatch, use a rangeland type drill equipped with a no-tiil attachment that can cut through the vegetation or thatch in front of the V disc and seed drop tube. If the configuration of the area to be seeded allows, apply seed at 1/2 the specified seed rate and apply the second 1/2 in a perpendicular direction. 630.3.4 Borrow Pits and Material Disposal Sites �,� Seed borrow pits and material disposal sites off the right-of-way. Consult with the landowner or the landowner's agent when selecting the seed mixture. 630.3.5 Seeding Rates �,� Use the following sowing rate for seeds in pounds per 1000 square feet: - No. 10 at 1.5 pounds - No. 20 at 3 pounds - No. 30 at 2 pounds - No.40 at 2 pounds - No. 60 at an equivalent seeding rate of 1.5 pounds�� - No. 70 or 70A at 0.4 pounds - No. 75 at an equivalent seeding rate of 07 pounds�'� - No. 80 at an equivalent seeding rate of 0.8 pounds�� - Temporary seeding at 3 pounds - Nurse crop seeding at 0.8 pounds �� Determine the actual seeding rate by multiplying the equivalent seeding rate by the sum of the unadjusted and adjusted percentages of the various species in the seed mixtures as sown. �� The unadjusted percentage equals the minimum percent of purity and germination specified in the table 630-1 and table 630-2. �a� Obtain the adjusted percentage for each of the PLS species by dividing the specified percentage of the species by the product of the percent of purity and the percent of germination for each of the PLS species as delivered. 630.3.6 Watering �,� If rainfall is not sufficient, keep seeded areas thoroughly moist. Once the seed has germinated, do not let the top inch of soil dry out until the grass is well established. Maintain soil moisture for 30 days Effective with the November 2020 Letting 2021 Standard Specifications ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit unless the engineer directs or allows otherwise. Apply water in a manner that precludes washing or erosion. 630.3.7 Establishment Period for Native Seeding �,� During the growing season after planting seed mixture 70 or 70A, mow all seeded areas twice as the engineer directs. Mow vegetation back to 6 inches when it has reached a height of at least 12 inches. �z� During the growing season after planting seed mixture 70 or 70A, eradicate the following species from the seeded areas as soon as they become evident: SPECIES COMMON NAME SPECIES BOTANICAL NAME Musk thistle Carduus nutans Spotted knapweed Centaurea maculosa Canada thistle Cirsium arvense Bull thistle Cirsium vulgare Field bindweed Convolvulus arvensis Leafy spurge Euphorbia esula Sweetclover Melilotus species Wild parsnip Pastinaca sativa Teasel Dipsacus species Phragmites Phragmites australis �3� Eradicate by hand pulling or by applying a vegetation control herbicide conforming to 6322.12 to individual plants. 630.4 Measurement 630.4.1 Seeding �,� The department will measure the Seeding bid items by the equivalent pound acceptably completed, measured based on net weights of seed shipments or weighed on department-approved scales the contractor furnishes. The department will deduct quantities wasted or not actually incorporated in the work according to the contract. The department will determine the equivalent pounds of seed furnished and applied by dividing the actual pounds of seed applied by the sum of the unadjusted and adjusted percentages, determined as specified in 630.3.5, of the various species in the seed mixture sown. 630.4.2 Watering �,� The department will measure Seed Water by the 1000 gallons acceptably completed, measured as the volume indicated by engineer-approved meters or by the volume of tanks of known capacity. 630.5 Payment �,� The department will pay for measured quantities at the contract unit price under the following bid items: ITEM NUMBER DESCRIPTION UNIT 630.0100-0199 Seeding (mixture) LB 630.0200 Seeding Temporary LB 630.0300 Seeding Borrow Pit LB 630.0400 Seeding Nurse Crop LB 630.0500 Seed Water MGAL �z� Payment for the Seeding bid items is full compensation for providing, handling, and storing all seed; for providing the required culture and inoculating seed as specified; and for preparing the seed bed, sowing, covering, and firming the seed. If the landowner does not want the pit or material disposal site seeded, or seeded with any of the mixtures allowed, the department will not pay for fertilization or seeding of those areas. �a� Payment for Seed Water is full compensation for watering seed. �a� The department will pay separately for seed covering required under 630.3.1 as follows: - Under the Mulching bid items as specified in 627.5. - Under the Erosion Mat and Soil Stabilizer Type A bid items as specifed in 628.5. - Absent the appropriate bid items, as extra work. Effective with the November 2020 Letling 2021 Standard Specifications ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit �,,��,a �� . � ; i . , � . � r . i EROSION MAT CLASS I TYPE B - Bid Item 628.2004 Date last edited: 4/30/2019 MANUFACTURER PRODUCT MIN. ANCHOR FREQUENCY (#/SY) American Excelsior Curlex High Velocity ** American Excelsior Premier Straw DN ** American Excelsior Curlex II 3.8 American Excelsior Curlex II CL 3.8 American Excelsior Curlex LT ** American Excelsior Premier Straw/Coconut ** East Coast Erosion Blankets ECS-2 ** East Coast Erosion Blankets *ECS-2D ** Enviroscape 52000 3.0 Enviroscape *52000D 3.0 Ero-Guard EG-25 3.8 Erosion Control Blanket S32 ** Erosion Control Blanket *532UVD ** Erosion Tech ETX2 HV 3.8 Erosion Tech ETRS-2 3.8 Erosion Tech *ETRS-2 BN 3.8 Erosion Control Systems ProGuard DS ** Kansas Erosion Products 52 3.8 North American Green 5150 3.4 North American Green DS350 3.4 North American Green SC 150 3.4 Propex Landlok C52 ** Propex Landlok 52 ** SoilTex DNS ** US Erosion Control US-25 ** Western Excelsior Excel SS-Z 3.8 Western Excelsior *Excel SS-2 Rapid Go 3.8 Winters Excelsior "`Winters Straw HVW "* Hanes Geo Components *TerraGuard DS ** Winters Excelsior Winters Straw HVG ** Winters Excelsior Winters Choice HV ** *Products with rapid-degradable netting- not to be installed after September 1s` **D6460 test frequency unavailable - Use 3.4 anchors/SY _ ___ . . ATTACHMENT - RobinsonStorage-SawyerCo-GradingPermit A`9�°"�,a ��j[� / � ' /�� . ' / , �� l� / . !� ..�-J� EROSION MAT URBAN CLASS I TYPE B-Bid Item 628.2008 Date last edited:4/30/2019 MANUFACTURER PRODUCT MIN.ANCHOR FREQUENCY(#/SY) American Excelsior Curlex NetFree ** American Excelsior Premier Straw Fibrenet Double Net 1.7 Ero-Guard EG-2S NN 2,5 Erosion Control Blanket 5326D 1.7 Erosion Tech ETR52BN 1.7 Kansas Erosion Products S2 Natural 1.2 North American Green S75BN 1.7 Western Excelsior EXCEL 55-2 All Natural ** **D6459 test frequency unavailable-Use 1.7 anchors/SY A Z W m N N 0 0 O c z ORDER OF SHEETS Section No. Section No. 1 2 Title Typical Sections and Details 13eeliun �vcliauLdT. Section No. Seclion No. Ne 3 5 6 Z Esli--„ a j.-6allenNt n9 dAis�oe�„�^ � Uuraoiiilas Plan mW WoGla— Standard Detail Drawings S49R PIA C so-iius mg TOTAL SHEETS = DESIGN DESIGNATION NWBE2120 A.A.D.T. N/A N/A A.A.D.T. N/A N/A D.H.V. N/A D.D. = N/A T. = N/A DESIGN SPEED a N/A ESALS a N/A CONVENTIONAL SYMBOLS PLAN CORPORATE LIMITS PROPERTY LINE LOT LINE LIMITED HIGHWAY EASEMENT EXISTING RIGHT OF WAY PROPOSED OR NEW R/W LINE SLOPEINTERCEPT REFERENCE LINE EXISTING CULVERT PROPOSED CULVERT (Box or Pipe) COMBUSTIBLE FLUIDS MARSH AREA WOODED OR SHRUB AREA :ao Ee STATE OF WISCONSIN TOWN OF HAYWARD PLAN OF PROPOSED IMPROVEMENT NWBE PROJECT OTHER PROJECT PROJECT CONTRACT NWBE 2120 - MARK ROBINSON DBA MANAGE CABINS, LLC (15202W COUNTY HIGHWAY B) PRT NW/SW` & PRT SW/SE, LOT 2 CSM #8471, VOL 36, PG 270 OF CSM's, DOCUMENT NUMBER 428763 SAWYER COUNTY PROFILE GRADE LINE ORIGINAL GROU MARSH OR ROCI (To be noted as SPECIAL DITCH GRADE ELEVATI( CULVERT (PfoHle UTILITIES ELECTRIC FIBER OPTIC GAS SANITARY SEWER STORM SEWER TELEPHONE WATER UTILITY PEDESTAL POWER POLE TELEPHONE POLE SAN - -SS- T - - W — }x NWBE PROJECT NUMBER NWBE 2120 LAYOLT 0 1.0 MI SCALE I TOTAL NET LENGTH OF CENTERLINE = N/A HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN COORDINATE REFERENCE SYSTEM (WISCRS), SAWYER COUNTY, NAD63 (2012), IN U-S. SURVEY FEET. POSITIONS SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES ARE THE SAME AS GROUND DISTANCES. ELEVATIONS ARE REFERENCED TO NAVD 88 ( 2011 ). GPS DERIVED ELEVATIONS ARE BASED ON GEOID 12A. ORIGINAL PLANS PREPARED BY fut'vi WIS. 1VAU o1\`\ ACCEPTED FOR MARK ROBINSON DBA iWW, A� B:1E!; LLC I—* PAEPAII0 BY 5uiveyur 1E55E WZAN LAND SURVEYING Designer NWRL-G.COINERT,PE ProkcLMuRger NWBE- H.HARRINGTON,PC 1 E FILENAME: W:\NWBE_ PROJECTS\DESIGN\2120_ROBI NSONSTORAGE-SWP\C3D-20\SHEETSPLAN\010101_TI-2111.DWG .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. PLOT DATE: 9/10/20219:54 AM PLOT BY: GARY COLBERT PLOT NAME : FILENAME: W:\NWBE_PROJECTS\DESIGN\2120_ROB I NSONSTORAG E-SWP\C3D-20\SH EETSPLAN\021001_CD-SITELAYOUT. DWG PLOT DATE: 2/8/20227:57 AM PLOT BY: G. COLBERT PLOT NAME: PLOTSCALE; IIN:20 FT WISDOT/CADDS SHEET 42 LAYOUT NAME - SiteLayout_cd-01 K WEST STORM WATER BASIN— ELEV. 11-91.0 VOL. 518 CIF (226 CF Rr.Q'D) SCALE, FEET 0 20 40 `RIG`WRY I .. :+Mrt i L .IT I+�-1 :rr•A�k 4•+II Lllr.11 n 101'WT .�-"d• E wrll L,n�uil r,nn �' .• y�•T L,tr�.dn I iuIIIT w�. ewlwLvull Inv wl I :4 �I VMNr IIn 5tl1 G kr .i;l• 7 ;s:,l+.�.�7's.'.•r�.=,,�. •:�: I ti'• ;r, � � _ •.: .-,I„ •.. , .•r I y v 1 `.�.• L ^ : y G' �'r �-Y •. r, '•L' , 'r; '. r• :I •; '` - }�.�r' ;r;a ']2+r.r.ti ':M1r'PyF 'i • � r, •'J ., wr, : j•i','� , � � 1 ', �'•}• rr •. • 1, I. 9; •'� ''7 ,•. TOPgO1L iS�r • . ! 4 SfolggG€PfLE �c 'r I � S7'N 77_ EAST STORMWATER BASIN FLOOR ELEV. 1191.0 VOL. 1630 CIF (1596 CIF REQ'D) I , i II i -n xf. Ifryl yy�Y•�� i �4 i4'•1• � - ; r I r ai �rE f�r it Lr J rOPSOIL STQRAC;t PILE I EROSION CONTROL LEGEND EROSION MAT CLASS I, TYPE B SILT FENCE El PROPOSED GRAVEL SURFACE El EXISTING GRAVEL SURFACE TEMPORARY SEDIMENT BASIN POST -CONSTRUCTION SURFACE WATER FLOW PRE -CONSTRUCTION SURFACE SLOPE ARROW INTERCEPT NOTE: LOCATION OF ALL EROSION CONTROL DEVICES SHOWN ON THE PLAN ARE APPROXIMATE. ACTUAL LOCATIONS OF DEVICES WILL BE DETERMINED IN THE FIELD BY THE OWNER. SOIL TYPE: SAND EXISTING SITE SLOPE: 1.5%- 3.0% PRIOR TO CONSTRUCTION INSTALL SILT FENCE ALONG THE SOUTH, WEST, NORTH, AND EAST PROPERTY LINES. DURING CONSTRUCTION ALL STOCKPILED MATERIAL FROM DISTURBED AREAS THAT REMAIN FOR LONGER THAN 10 DAYS WILL BE SEEDED WITH WISDOT TEMPORARY SEED MIX. TEMPORARY SEDIMENT BASINS WILL BE EXCAVATED AT LOCATIONS AND SIZES REQUIRED TO CONTROL CONSTRUCTION RUN-OFF. ALL DISTURBED AREAS WILL BE RE-TOPSOILED WITH 4-INCHES OF TOPSOIL SALVAGED FROM THE SITE, FERTILIZED WITH WISDOT FERTILIZER TYPE B AT 7 LBS/1000 SF, SEEDED WITH WISDOT TEMPORARY SEED MIX AT 3 LBS/1000 SF, AND SEEDED WITH WISDOT SEED MIXTURE 20 AT 3 LBS/1000 SF, EROSION MAT CLASS I, TYPE B WILL BE PLACED IN ALL DITCHES AND ON SLOPES STEEPER THAN 2.5:1. POST CONSTRUCTION ALL TEMPORARY EROSION CONTROL DEVICES WILL BE REMOVED AFTER THE SITE HAS BEEN STABILIZED. I� PROJECT NO: NWBE 2120 1 HWY: 15202W COUNTY HWY B FILENAME: W:\NWBE_PROJECTS\DFSIGN\2120_RORINSONSTORAGE-SWP\C3D-20\SHEETSPLAN\022001_EC-ROBINSON-DWG LAYOUT NAME -Robinson ec-01 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. COUNTY: SAWYER I EROSION CONTROL & STORMWATER MANAGEMENT PLAN - MANAGE CABINS LLC SHEET E PLOT DATE : 2/8/2022 8:09 AM PLOT BY.-G. COLBERT PLOT NAME PLOT SCALE : 1 IN:40 FT WISDOT/CADDS SHEET 42 r SDD 08E09 Silt Fence 0 Q 1 I ; 1 , -- -— - — -- ---'^'^------- — -- -—-— ROADWAY ---— - —- 'i I , I ' SHOULDER D O ° . , 4 INSLOF u- _LL O D j INSLOPE - 10'. or MIN. ** ** GEOTEXTILE FABRIC �l GROUND l2 LINE SECTION A - A (TYPICAL) WOOD POSTS 4'- 0" MIN. LENGTH 2'- 0" MIN. DEPTH IN GROUND PLAN VIEW TYPICAL APPLICATION OF SILT FENCE NOTE: ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED FOLD IN UNSTABLE SOIL. SUPPORT CORD 3" MAX. OR TENSION TAPE GEOTEXTILE FABRIC ONLY GEOTEXTILE FABRIC Q 4 �4..1. tk FLOW �l$ 3; 'G Q{��RI 14ffi Rl�an 0. ra&�OR� BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS 14 �losor, • 0; SILT FENCE * NOTE: 8' - 0" SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED. ----ROADWAY----- _ - -____ _ I SHOULDER T-1 -- o - INSLOPE 3 INSLOPE o J LL " 1' 11 SHOULDER n C _p�—ROADWAY 11 n u 0 O ILL 1 SITUATION 1 -- -— ROADWAY — - — - — - I SHOULDER T� -- O DITCHTE INSLOPE �i INSLOPE J 11 SHOULDER n `I I -''— 11 n 11 - - —ROADWAY-1 O LL SITUATION 2 PLAN VIEW SILT FENCE AT MEDIAN SURFACE DRAINS z 0 F d� T GEOTEXTILE FABRIC WOOD POST WOOD POST ��GEOTEXILE FABRIC z Q V LU GEOTEXTILE FABRIC WOOD POST' MAX. GEOTEXTILE FABRIC I*- 0" MIN — 2'- (Y" MINA WOOD POST HOOK METHOD JOINING TWO LENGTHS OF SILT FENCED GENERAL NOTES DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. (D HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS. 20 FOR MANUAL INSTALLATIONS THE TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 8" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL. O3 WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 Ys- X 1 Ye" OF OAK OR HICKORY. ® SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE. 5O CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE FOLLOWING TWO METHODS; A) OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST 180 DEGREES, B) HOOK THE END OF EACH SILT FENCE LENGTH. GEOTEXTILE FABRIC FLOW DIRECTION EXCESS FABRIC TRENCH DETAIL A TIEBACK BETWEEN FENCE POST AND ANCHOR SILT FENCE FLOW DIRECTION — 5ti � •1 1 ANCHOR STAKE MIN. 18" LONG ' I 1 SILT FENCE TIE BACK (WHEN REQUIRED BY THE ENGINEER) 0 SILT FENCE O W STATE OF WISCONSIN Co DEPARTMENT OF TRANSPORTATION 0 APPROVED 0 4I29105 18I Beth Cannestra a DATE CHIEF ROADWAY l7EVE[.0FMEN7 KHV'!0. ENOWEER vvuuui�ir,uw m eti vy