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HomeMy WebLinkAboutGarage on Daylight Basement - BLD Application - 2/27/2023 MASON COUNTY COMMUNITY SERVICES Permit No: )A10 PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone Belfair.(360)275.4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION ` r- PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: _ l Z172 NAME:Donny&Sherry Bocksch NAME:To be determined 615 1 5 MAILING ADDRESS:10923niley Rd S MAILING ADDRESS: der CITY:Olympia STATE:WA ZIP:98546 CITY: STATE: ZIP: Street PHONE#1:Donny360493-0441 PHONE: CELL: PHONE#2: EMAIL EMAIL.:d.bocksch@comcast.net L&I REG# E / PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER 0 NAME Shells Sxalling with Swalling Walk Architects EMAIL sheila@swallingwalk.wm MAILING ADDRESS 525 Columbia St SW,Suite 201, CITY Olympia STATE WA ZIP 98501 PHONE 360-539.5175 CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 22107-50-00072 ZONING RR-5 LEGAL DESCRIPTION(Abbreviated) Mason Lake Estates TR 46 FIRE DISTRICT SITE ADDRESS 1290 E Mason Lake Drive S CITY Grapeview DIRECTIONS TO SITE ADDRESS From Shelton:Head north on State route 3,turn left onto E Mason Lake Rd,Bear left onto Mason Lake Estates Rd IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E] SNOW LOAD:25 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all thatapply): SALTWATER❑ LAKE❑' RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER 0 USE OF STRUCTURE(Residence,Garage,Commercial Bldg,&c.)Garage IS USE: PRIMARY[a SEASONAL❑ NUMBER OF BEDROOMS NIA NUMBER OF BATHROOMS NIA HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part[s)ofBldg)❑ NO❑� DESCRIBE WORK New two story garage with boat storage on upper level(off Mason Lake Drive S)and car storage on lower level(Daylight basement configuration) SQUARE FOOTAGE:(Proposed) I ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE 2.560 sq.ft. Attached❑ Detached CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES❑ NO 0 Ifyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑� NO❑ EXISTING SQ.FT. EXISTING BEDROOMS 0 PROPOSED BEDROOMS 0 TOTAL BEDROOMS 0 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CON INUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT 717117 F 0 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON � COUNTY CODE 14.08.42) X02/17.23 Signafttr'of OWNER(Must be signed by the OWNER) Date DEPARIWNTALREVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Name Bocksch Boat Garage Parcel# 22107-50-00072 BLD#_& ' V 0 Z Mason County Department of Community Development UILLUNGleel Stormwater Management Application/Worksheet (page l of 2) Per Mason County Code,Title 14,Chapter 14.48 a Stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface 2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area " All dimensions in feet Buildings X = Garage 42' X 36' = 1,512 Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = Upper drive 39.5' X 32' = 1,264 Length of drive begins at the right of way lower drive 18' X 32' = 576 Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 3,352 S.f. If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. Digitally.I9^A by Shan.K Swaniig Sheila K Swalling DNcn=SheleK Swatting,o=SwalligWalk 02/17/23 X _ _ Date:2023.µemW15:37-08'wallirgwalk.wm,c=US Owner gen Contractor(circle one)Date: Dale:2023.02.17 16:15:37-06'00' If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,ahlaEde�Wd the information provided on page 2 of 2. FEB 2 7 2023 Page 1 of 2 615 W. Alder Street Name Bocksch Boat Garage Parcel # 22107-50-00072 BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) SS The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850,Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT.352 Mail: P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. Ogllelly ShO,EyS IhnlK SSe Ifi 02/17/23 Sheila K Swa I l i n g �`=Sheila,Swelling,o=5w.l U Welk q kRMe,a. X email=&102.1wellia18:53-com,c=U6 Owner Agen Contractor(circle one)Date: Date:202J.02.1]16:18:63-Ofi'6P Page 2 of 2 C,WWA©W23 by SWWiI,Walk LLC All rl/as reamed. VICINITY MAP ' J RR5 Zoning / / ARCHITECTS Front Yard Setback. 251. � RECEIVED ' \ 525 Columbia St IIW,Suite 201 MN LAM i Side & Rear Yard Setbacks Residential dwelling OLympfa,Wash(ngton 98501 aso and accessory structure,060'. / -� \ FEB 2 7 2023 360.539.5175 L www.swatUngwalk.com SITE OR 10% width of lot400t more than 11\00' wide W Alder Street �5 '°"D�LaK•a OR approved ADV A DEDICATED PUBLIC ACCESS AREA PER PLAT DRIVING DIRECTIONS: / _A�L SEE document 1927655 From Shelton: L R L Head north on State Route 3 4.3 ml L Turn left onto E Mason Lake Rd 6.4 ml \s 1 Bear left onto Mason Lake Estates Rd Ns\ GRp�LG A,t.� LOT 47 SMALL PARCEL STORMWATER EROSION It CONTROL NOTES !\ to THIS 0.83 ACRE SITE SITS BETWEEN MASON LAKE DRIVE AND MASON LAKE.IT CONTAINS MANY MATURE TREES AND IS A CONTINUOUS \ (tTt� l��` L \ U MODERATE SLOPE FROM THE ROAD DOWN TO THE LAKE.THERE ARE HD BUILT STRUCTURES ON THE LOT.AN EXISTING GRAVEL O CIRCULAR DRME SERVES THE ADJACENT LOT AM HOUSE,OWNED BY THE SAVE PARTY.THE NEW BOAT GARAGE WILL TAKE VA\ £o LOT 46 L ADVANTAGE OF THE SLOPED LOT BY UTILIZING A DAYLIGHT eASEMENr CONt1GUFATION. L_ SEVERAL TREES WILL NEED TO BE REMOVED TO WAKE ROOM FOR THE FEW 2 STORY GARAGE AND DRIVEWAY. O . S g NEW LVPERVIOUS SURFACES ARE AS FOLLOWS: L\ L A L4-;— GARAGE ROOF 1.512 ^\ AR UPPER DRIVE 1,2W L1 E \ l 1 . LOWER DRIVE 574 \ T1'1B�.,�x ���.III/� TOTAL 3,352 S.F. N �Y JE t ^ L.,/./� STORMWATERDRIVE.STORM FROM THE LOWER DRIVEWAY WILL SHEET FLOW ACROSS TO THE VEGETATED ISLAND IN THE EO CENTER OF THE CIRCULAR DRIVE.ST ILL BE COL FROM llBE UPPER DRIVEWAY WILL BE COLLECTED BY A TRENCH DRAIN AND LOCATED AT LEAS A S'F WELL ROOF 'A G�n YFQL RUNOFF WILL BE COLLECTED BY CURERS AND DOWNSPOUTS AND DIRECTED TO DRY WELLS LOCATED AT LEAST 15 FROM THE GARAGE. L � � E pAR r•.� \� \ L3-^r 1N ORDER TO PREVENT EROSION AND TRAP SEDIMENTS WITHIN THE PROJECT SITE,THE FOLLOWING BEST MANK,EAY:NT PRACTICES LOT 45 L .aSB`� j F E �„q ITS Iv l IN WILL BE USED: i\S w 9(U• • CLEARING LYWTS WILL BE MARKED BY FENCING OR RIBBONS ON THE GROUND 'e1\ °^,S�J• Y �Ja� \ 10/\ 1► IR�Rt • CONTRACTOR TO ARNWJZE CLEARING AM GRADING y\ dy, S" L L W \ OO • THE EKISTING GRAVELED CIRCULAR DRIVE WILL SERVE AS THE CONSTRUCTION ENTRANCE THE LOWER DRIVEWAY Will BE x` A �FJL \ '� GN GRAVELED BWEDRTELY FOR BUILDING PAD ACCESS.ONCE THE STRUCTURE IS BUILT AND BACKFKLED.THE UPPER DRIVEWAY WILL BE CONSTRUCTED AND GRAVELED WHILE Yf1EPIOR R EXTERIOR FINISHES ARE INSTALLED. �q\ plp lfc >A 1 `v 5 l • SILT FENCING WILL BE PLACED PER THE ADJACENT PLAN \ 3 Tt ` ry,Fy / \ O ON 1 A to • Ma H WILL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT BEING WORKED.—CH WILL CONSIST OF S � � / ` ��• $ M O � U AIR-DRIED S TRAW AND CHIPPED SITE VEGETATION l ; t•�y�� W ] • BAPS SHALL BE INTAINED UNTIL FINAL SITE STABKIZATION. A Q 0 MA D+� 'f 1•(�V '' FF-238E0 nxP•„ v:•.r.,,uh„w d.¢„ro:m.,P.r orw,,,.,.d m•m m:,,A 1a•wa..ee 0. vvv��• \ t% flEBIHITECT w uclb•en•LYNarM,uR•lunpo a,YlAyl¢I Lu,ln1•wd,•:m \ •' ARCHITECTIIECT .,e.d+e..em.•wWr.dwa¢.rp.<,I„,a o-,x.ru FlDn.d.1R rW rm•bewdlxwP.wa..adxy G,e�...RYRw.l.sewL,uLdm.nx.N,w Rau s,d.aN A � A K dI.M GfNA•kws•x0 N,m•WIwrW eLYSYs1Ab,Mp,AAx hm•.v. dcr•,h•„i:ho¢¢.,wrv;1� �6222. °•y % �. t .. �`�, ��/ BIEM�ALLUINO awRw,..YrY. amr wm,rw..me•,m.+„p.,,ralm�v,Ixl.mw, sLYrtna,nrtAusnaxAK•FummmJJLc,. eee.••L •y! "� � � �BT. STATE Of WASIWlBTON SiYfw¢Is'N bkM.dlRYulwnwYMW IbxA:wrlrxlmend.d 1�.� .�.�__��. .�.._._� � � �Wi/ '. D E 1—N„ rWu1 MpYUYvd Dew AAlwm<mnhdlbx, {A r'� o,I Le¢n•xFd4•yaaw dmlmp,T•Ym,p•�x ,. � G 1Twa17cL,sYrs14w61d,orcrluW DRx ru belw...bmd<iwRMAm,de_we_Ly.m,wNLwdn orpxeNnJY,,b.xwK wu It, t,mJ by r-r,uLL - �\ s o *0 • V, _\' PPaoJEcr n 2221803/28/2023 S,Yhx••r•WaeYeA•pe•wuxd'w avv,umussJb Vah.pN y, dlwMAlRq RW •F•R`• xawd f IY al fmnyKi� UPPER deep•,Mil wvlaa Du _- rMA.1•�.•..�.-. ' ,� ..t. ,, r � \ �ygs 3C �8D�gq BETE DRIVE t APPROVED ofoz 3 ° it colfca MASON COUNTY DCD PLANNING CMVM024037 oSCOTf RUEDY CT, :'Tt.Sl�.t::' 4\....F..,•r:FJ".Y: ,�I L �� e�'"°q qp� �OV� �f=oM. Dw4wA. .^¢•mYwm°¢wN°^l¢x44•mlwm^K° Digitally �D VY GENERAL SITE PLAN NOTES ogura r0s. • 4•NrSv,Iw. 1 P- x,x� rcq'¢nee }rtF J,. / {. 1. PARCELNO::zlwsoAW7: PERMIT . AT•almpmsbp.,h<P,�rL.mm•IWm�rw.,,lpr..r..,l:l. u signed / (�Y SET Mulm•n:Kulera.•Ax,e OexpnA knHb:e uehu¢or aR fnr. n.wru.. N..a,. udW.M•.da+ Scott Ruedy L�` 2. ABOUND RI LINE ADJUSTMENT WAS FILED IN 1011 BETWEEN LOT ft THIS ONE by scoff �'�, o� V da EROSIONCQRROL NFASURES TO BE iN PLACE BEFORE CLEARING BEGINS SITE/ESC PLAN Ruedy / � 1. SILT FENCE SITE PLAN FLAG NOTES VICINITY MAP ( >CONNECT DOWNSPW TS ANO TRENCH DRAIN TO DRY WELLS:43-DIA PER v MASON CO.TYP.DRY WELL BIFILTRATION STSTEIK HAFAWT-K' REROUTE SITE / ESC PLAN ; RO OF OVERHANG ABOVE EXISTING ,+PIPE� OPRO PROJECT RR. ALO Copyright©2023 by swallin Walk LLC All rights saved. VICINITY MAP Pins S 11 ARCHITECTS RECEIVED ciin MASON LAKE 1 / ' \t` 525 Wa5hirlgtonu98501 ti10 \ FEB 2 7 2023 360.539.5175 — 30 `` ` www.waltingwatk.com A \ W. Alder SITE \ Street �5 1i�Orr Laxe OgS SNco-11 �swe QR —E Nash Oya11.06 `` \ A / NA\W L i 0 DEDICATED PUBLIC ACCESS AREA PER PLAT DRIVING DIRECTIONS: From Shelton: R t Head north on State Route 3 4.3 mi t Turn left onto E Mason Lake Rd 6.4 in! \1 \ Bear left onto Mason Lake Estates Rd G¢A`�'G S sa NFW l f 6'u \`, LOT 47 SMALL PARCEL STORMWATER EROSION Et CONTROL NOTES Y \ ) THIS 0.83 ACRE SITE SRS BETWEEN MASON LAKE DRIVE AND MASON LAKE.R CONTAINS MANY MATURE TREES AND IS A CONTINUOUS ,`\ GL•`-� S `± `` L J MODERATE SLOPE FROM THE ROAD DOWN TO THE LAKE.THERE ARE NO BUILT STRUCTURES ON THE LOT.AN EXISTING GRAVEL \ O CIRCULAR DRIVE SERVES THE ADJACENT LOT AND HOUSE.OWNED BY THE SOME PARTY.THE NEW BOAT GARAGE WILL TAKE T ADVANTAGE OF THE SLOPED LOT BY UTILIZING A DAYLIGHT BASEMENT CONFIGURATION. `\ w LOT 46 5... SEVERAL TREES WILL NEED TO BE REMOVED TO MAKE ROOM FOR THE NEW 2 STORY GARAGE AND DRIVEWAY. O g • FEW IMPERVIOUS SURFACES ARE AS FOLLOWS: ` GARAGE ROOF t,512 \ S [ I A UPPER DRIVE 1,26/ LOWER DRIVE 576 TOTAL 1,352 S.F. \ N vp1E two Ns NEW t wo STO E.STORR FROM THE LOWER DRIVEWAY WILL SHEET FLOW ACROSS TO THE VEGETATED ISLAND IN THE CENTER OF THE CIRCULAR a \ DRIVE. WILL B COL FROM THE UPPER DRIVEWAYAND DO WILL BE S AND TIED BY D TRENCH DRAIN OA DIVERTED TO A DRY WELL.ROOF � RUNOFF WILL BE COLLECTED BY GUT TIERS AND DOWNSPOUTS AND DIRECTED TO DRYWELLS LOCATED AT LEAST 15'FROM THE GARAGE. \ \ � E R ION QA1L `t•,t� \ IN ORDIRS)R TO PREVENT BE USED:EROSION AND TRAP SEDIMENTS WITHIN THE PROJECT SITE,THE FOLLOWING BEST MANAGEMENT PRACTICES LOT 45 o ,,, • CLEARING LIMITS WILL BE MARKED BY FENCING OR RIBBONS ON THE GROUND z r5 c'I • CONTRACTOR TO MINIMIZE CLEARING AND GRADING \ C• Lr) 00 • THE EXISTING GRAVELED CIRCULAR DRIVE WILL SERVE AS THE CONSTRUCT ON ENTRANCE.THE LOWER DRIVEWAY WILL BE �` s 3T ..,c0. •� e� \ 4—j Y GRAVELED IMMEDIATELY FOR BUILDING PAD ACCESS.ONCE THE STRUCTURE IS BUILT AND BACKFILLED,THE UPPER DRIVEWAY qo\ C \ \ Q WILL BE CONSTRUCTED AND GRAVELED WHILE INTERIOR B EXTERIOR FINISHES ARE INSTALLED. • SILT FENCING WILL BE PLACED PER THE ADJACENT PLAN • MULCH WILL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT BEING WORKED.MULCH WILL CONSIST OF AIR-DRIED STRAW AND CHIPPED SITE VEGETATIONw' • BMPS SHALL BE MAINTAINED UNTIL FINAL SITE STABILIIATDN. > �gA CC PROPOSED \ 'al•iMM 2 GARAGE 1•I ) FF-238.0 \ TAP �g,96 r vngr unon`bni sb educe gro lnnspan o!M1nlul�bm'wmttEimcm Mmmen.n,n idy` ,�.,• ,µ �f/ ARCHIECT If RE f T Y Wov�d,nralrmPenrYP <gulwh'hr eamgn5 WrM[m�br adaWgg4 greuroN n end id—ng gro r,wRvclocRvsaloreHmd lbw.Su Hgure l.]A fw rW ru.Lri ..,r Nn a.wld�. W Aw ra,u•m b /6r d.cwSbhcofnm sillImfy l row aw -d6dm m6e MAM�lmxmuu kamwdmgwg � G/jV c�fF /EGl �j TIWA SATOFqvWAsulr I,K In— S KHI�TO N la sab—t unwnuor—Meow Any wncc—draw: #�ra.•�wwgn dro aran.gesraanlw.:m mmrpma ev+ \ 1 •`•/ � �A5T' P`- Tee IYc'vm nceMMVLarul•MM be✓rn rd so elY by �\ ,tomb /N6 .. a sL lcnre,rW,cr dun bY•sWlmcnl poM,is whm the arre dmm�g __ 6 \ \ � � q PROJECT No. o lhere,tte,som eucw mend rownbs ue las Neno Scfx .g \61i / V_ 22Z18 Sixfmcea.hv+ld hat ee con9ryclyd in atreanuausM In V-shapW - •0 diu .Thny•a rw en•Acgwb mnbod ofsill."I f—ysmg O - / �' Ll� PARCEL No. / UPPER daperdw s6rd o-oral dit - q3 CONCRETE w• niiwwr.i• _—°L.p __ i''., i} _ 55/ / DRIVE - DATE �j S.,-s.T+yea... rs,arca ter..r.ek art. 02.07-2023 12•CONCRETE 0� •1fbdEyod` CULVERT IE 240.37 REV610r6 OF Nip 0f 4p Og OrAgn on Drnmagca.afl eue aY,kvw,n m,nbmabm willsW,n,eN buin _ �__ 49 �� RZt ($ v GENERAL SITE PLAN NOTES Iaflon ,nrNrgcr zib. j �' �g Y Muun•msopr crynar(naem.l 1papadiwW)mfmuline)I:I. P � / / ,gf\.t � 1. PARCEL N0:22107-50-00072 PST Muinum seal«ovcrle,M Bow path lcngie io d,ef oflW fm. wgVa'. ss•.nw •�N•n..e d..• (�I�jllY ET V 2, A BOINDRY LINE ADJUSTMENT WAS FILED IN 2016 BETWEEN LOT a6 B THIS ONE �501 3. EROSION CONTROL MEASURES TO BE IN PLACE BEFORE CLEARING BEGINS SITE/ESC PLAN SILT FENCE / SITE PLAN FLAG NOTES VICINITY MAP W CONNECT DOWNSPOUTS AND TRENCH DRAIN TO DRYWELLS:98'DIA PER _ MASON CO.TYP.DRYWELL INFILTRATION SYSTEM,HANDOUT•K' SITE / ESC PLAN ; REROUTE RHANG ABOVEEXISTING DRAIN n.PE AROUND PROJECT 4 A1.0 1"=20'-O"