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PAR2014-00067 - PAR Application - 4/28/2014
PAR_Zd DATE PRE-APPyICATION CONFERENCE REQUEST FORM The purpose of the pre-submission conference is to identify and/or eliminate as many potential problems as possible in order for the project to be processed without delay. Representatives for the Fire Marshal's Office, Building Department, Environmental Hea , Planning, and Public Works Departments Rgy- attend the meeting to discuss rules and regulations applicable to thelproposed project. Topics covered during the meeting will include the comprehensive plan, shoreline program, zoning availability of sewer and potable water, development concepts, building construction, fire protection and life safety co cerns of the proposed project. The pre-submission conference will be most informative when you provide accurate and etailed information on the Pre-Application Conference Application Form and the site plan.Applications will be accept d when all information is received and deemed complete. Pre-Application Confer ces are held every Wednesday and last up to one hour. To schedule a meeting complete the applications and re with 10 copies of the detailed site plan,by 3:00 PM on the Wednesday two weeks Prior to the nronosed meeting 1. Pre-Application/D pt. of Community Dev. 2. Environmental Health 426 W Cedar Street/PO Box 279 415 N 5`" /PO Box 1666 Shelton,WA 8584 Shelton,WA 98584 360.427.9670 ext.352 360.427.9670 ext.400 Check a ount: $255.00 Check amount: $150.00 BOTHICHECKS MADE PAYABLE: MASON COUNTY TREASURER LApplicant: ' . 4VV14e Site Plan Name:Ida y {dry Mailing Address: tnaPr gi4� Submit 6 copies � Include the following information Daytime Telephone: ?JP6-�-IcJ Fax: ❑ Indicate Scale and North Arrow Email address: _Tt-tr�3►= ��(5 JL�[p,t� 4jt,,t ❑ Property line dimensions,easements, Representative: and right-of-ways. Name: 5r-� ❑ The location of all existing and proposed structures.Include square Marling Address: footage of existing and proposed Daytime Telephone: Fax: structures. Email address: ❑ Setback distance,in feet from all property lines and structures. Parcel Number: (12 digits) 'A7ZOZ,- 2-4 - ❑ Existing and proposed road access to Description of Project: and from the site. Include: 1) Square footage of structure,2)Use of building and rooms(i.e., ❑ Parking sites office,warehouse,restaurant,storage,etc), 3)Occupancy classification per ❑ Location of on-site sewage tanks and IBC, Section 302.1,and construction type.4)Provide two sets of plans,if drainfields. available.Use separate sheet if necessary ❑ Location of drinking water supply. Include location on the proposed site 1. b=0 Sq.C:r and surrounding parcels. Z. 1-SO Z Pt2oD U c-.t ry r-_A'C_1UT4 ❑ Steep bluffs,wetlands,streams,and 3. C-r2ow Si�AG r-5 = l� p�tu: = bodies of water s - S � 7 F• � ��� 8—"�'y � ot•► S#Hnu' FLo� 'D. ,� ❑ Location of fire hydrants and -, emergency vehicle access roads, t�2pv t OL.t7 including grade. 13 Surface and storm water run-off routes. Has the project bee discussed during a previous Pre-Application Conference: If yes,please indicate date. No Will the building have employees? If yes,how many? What is the water availability of the proposed project?If there is an existing well,what is the name of the system? w -uv-" Cary wNiy_a_ What is planned for the on-site sewage system? If you are proposing a new on-site system provide detail on the required site plan. Se.?rt c- 1� ADDITIONAL INFORMATION: tnJ 1 y ��. c v , P.1' C C OS E�mRiI.JY� 44�^ �` ( S ta, -5 u VZ' tl cs � J i APPLICABLE BUILDING CODES s 2012 International Building Code/2009 International Residential Code 2012 International Fire Code-ANSI A117 2012 International Mechanical Code—WAC 51-42 2012 Uniform Plumbing Code—WAC 51-56/51-47 2012 Intemational Energy Cons.Code/Washington State Energy Code—WAC 51-11C&51-11R Mason County Ordinance Title 14 Code changes are on a 3 year cycle;effective in July of that particular year. Date of Conference: L^ Time of Conference: ; Location of Conference: 426 W st Cedar street,Shelton Planner: 9m ext. C ) ABBREVIATIONS VICINITY MAP N.T.S. NOTE, NOT ALL ABBREVIATIONS ARE REPRESENTED IN THIS PLAN SET. CANOPY PARK • AC ASPHALT CONCRETE N.T.S. NOT TO SCALE BCP BEGIN CURB RETURN PC PONT OF CURVATURE BM BENCH MARK PI POINT OF INTERSECTION BO BLOWOFF ASSEMBLY PL PROPERTY LINE Y BVC BEGIN VERTICAL CURVE POET POINT OF BEGINNING BW BOTTOM OF WALL POC POINT OF CONNECTION $ITESECTION 2, TOIMMSIW 40 NORTHE RAMAE 4 WEBT, WJIL C8 CATCH BASIN PRC PANT OF REVERSE CIP CAST IRON PIPE CURVATURE YASON COUKTYE WASF TON DAYTON CL CENTERUNE PT POINT OF TANGENCY CMP CORRUGATED METAL PIPE PVC POLY-VINYL CHLORIDE RD CO CLEANOUT R RADIUS 5 TRACTOR CAN CABLE�TELEVI90N RCP R/W RIGHT�CEDACONCRETE PIPE SYM NOT ALL BOLS SYMBOLS ARE REPRESENTED IN THIS PLAN CIVIL SPECIFICATIONS ONpFSCPROJE SHALL BE ACCOMPUSIHED IN OLa PICENgNNCAs REBOUIRED BY THE CWNN TO WI.SH1p F,TROL • DIAMETER RD ROOF DRAINLmm ~ D.I. DUCTILE IRON SS SANITARY SEWER SE T. ACCORDANCE WITH MASON COUNTY(COUNTY)STANDARDS PROVIDE RECORD DRAWINGS(AS-GUILTS)AND FINAL ST AAC AOEMY WAY _-A EE ELECTRICAL SSMH SANITARY SEWER MANHOLE EXISTING PROPOSED AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND CERTIFICATION PRIOR TO FINAL COUNTY ACCEPTANCE. ECR END CURB RETURN SD STORM SEWER MUNICIPAL CONSTRUCTION, 2014. INCLUDING ANY OLYMPIC ENGINEERING WALL NOT CERTIFY THE RECORD ELEV ELEVATION SDMH STORM DRAIN MANHOLE AMENDMENTS. AS ISSUED BY THE WASHINGTON STATE DRAWINGS OR PROVIDE THE CERTIFICATION UNLESS WE HAVE SON EP EDGE OF PAVEMENT STA STATION GBO • BLOWOFF ASSEMBLY DEPARTMENT OF TRANSPORTATION(WSDOT)(HEREAFTER INSPECTED SUB GRADES AND ACTUAL INSTALLATION OF ALL HOER O EVC END VERTICAL CURVE STEP SEPTIC TANK EFFLUENT PUMP 'STANDARD SPECIFICATIONS-). OF THE IMPROVEMENTS DEPICTED HEREIN PRIOR TO S j,Wk FUEL Ex EXISTING OIL STANDARD DETAIL a K, FIRE HYDRANT BACKFILUNG. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ; FF FINISHED FLOOR T TELEPHONE ALSO INCORPORATED INTO THESE CONTRACT DOCUMENTS BY NOTIFY OLYMPIC ENGINEERING A MINIMUM OF 48-HOURS FG FINISHED GRADE TB THRUST BLOCK W �� GATE VALVE REFERENCE ARE: PRIOR TO INSTALLATION OF THESE IMPROVEMENTS. FH FIRE HYDRANT TBC TOP BACK OF CURB MASON PROJECT INFORMATION FIL FM FORCEMAINL""� TC TOOPP OOFF CONNCCRETE RB AIR RELIEF VALVE STANDARDS; DRAWINGS DEVELOPMENT GUIDELINES,CURRENT DDAWINAGGTOR S THAT SHALL MAINTAIN SHALL INCLUDE NE SET OF CLEARL DES CONTRACT OWNER/APPUCANT: SANDY INVESTMENTS,LLC Y G GAS TG TOP OF GRATE MARKED, ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND ATTN: LARRY WEAVER REDUCERB)WASHINCTON STATE DEPARTMENT OF ECOLOGY t GL GUTTER LINE TW TOP OF WALL UTILITIES ENCOUNTERED DURING PROGRESS OF THIS PROJECT, PO BOX 4094 d STORM WATER 2005 EDITION; MANUAL FOR WESTERN GM GAS METER TYP. TYPICAL AND ANY ALTERATIONS MADE TO THE IMPROVEMENTS BEING TUMWATER, WA 98501 THRUST BLOCKING C) HEINTE,INTERNATIONAL EDITION; 03 GRADE BREAK UGP UNDERGROUND POWER � INSTALLED.SAID DRAWINGS SHALL BE MARKED'AS-GAILY �' • HDPE HIGH DENSITY POLYETHYLENE VS VACUUM SEWER MAIN C)THE INTERNATIONAL BUILDING CODE(IBC: AND MASON AND SHALL BE SUBMITTED TO THE ENGINEER UPON PROJECT PARCEL NO: 420022490070 HP HIGH POINT W WATER OW a WATER METER BOX COUNTY BUILDING CODE, CURRENT EDITIONS; O F Z IP INSPECTION PORT WM WATER METER O D)MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR COMPLETION. SITE ADDRESS: LOT = fi p TO 450 W. DAttON-AIRPORT ROAD L LENGTH WV WATER VALVE WELL WELL WELL STREETS AND HIGHWAYS(MUTCD), CURRENT EDITION, WITH SIHELTON,WA 98584 t � U LF LINEAL FEET t APPROXIMATELY WSDOT MODIFICATIONS, IF ANY; V MH MANHOLE x PERCENT GUARD POST(BOLLARD) E)THE INTERNATIONAL FIRE CODE,CURRENT EDITION. ZONING: INDUSTRIAL, SHELTON UGA Z MJ MECHANICAL JOINT REMOVAL AND REPLACEMENT OF o DOUBLE CHECK VALVE ASSEMBLY CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS UNSUITABLE MATERIALS SITE AREA: 2.52 AC I CAP LUG AT CONTRACTOR'S OWN EXPENSE. WHENEVER IN EXCAVATING THE SITE EXPOSES PEAT,SOFT CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION BUILDING AREA: 24,000 SF PLUS 2,000 SF STORAGE SHED THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR,O 0 STORM DRAIN CATCH BASIN MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, MATERIAL, SUCH MATERIAL SHALL BE REMOVED TO THE PARKING REWIRED: 1 SPACE/2 EMPLOYEES(10 STALLS)OR 1 LINETYPES AND INCIDENTALS REWIRED TO COMPLETE ALL WORK SHOWN DEPTH DIRECTED BY THE GEOTECHNICAL ENGINEER AND SPACE PER SOD SF(30 STALLS) O ® STORM DRAIN MANHOLE ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE BACKFIELD WITH SUITABLE FOUNDATION MATERIAL NOTE NOT ALL UNETYPES ARE REPRESENTED IN THIS PLAN SET. O COUNTY AND THE PROJECT OWNER. PARKING PROVIDED: 27 STALLS(EXCLUDES SPACE AVAILABLE • UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE ADJACENT TO BUILDINGS) F EXISTING PROPOSED CO CLEANOUT THE INTENT OF THESE DRAWINGS IS TO PRESCRIBE A AND HAULED TO A WASTE SITE OBTAINED BY THE y( •P INSPECTION PORT COMPLETE WORK.OMISSIONS FROM THE DRAWINGS OF DETAIL CONTRACTOR.THE CONTRACTOR SHALL FURNISH AND PLACE GRADING: ±675 CY CUT,±225 CY FILL L=AL 0 STORM MAIN OF WORK WHICH ARE NECESSARY TO CARRY OUT THE INTENT SUITABLE MATERIAL MEETING THE REQUIREMENTS OF THE (FOR APPLICATION PURPOSES ONLY) Of. SOIL TEST PIT OF THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR STANDARD SPECIFICATIONS AND IBC AT THE DIRECTION OF FA) RG AO ROOF DRAIN FROM PERFORMING THE OMITTED WORK. THE GEOTECHNICAL ENGINEER. SOILS: GROVE GRAVELLY SANDY LOAM 11c OIX INFILTRATION TEST PIT W X SILT FENCING ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING SEWER: ON-SITE SEPTIC SYSTEM ;I- _.wQLXS SURFACE FLOW DIRECTION THE REQUIREMENTS AND INFORMATION IN THESE DRAWINGS O CLEARING LIMITS SHALL BE IN WRITING AND WALL REQUIRE APPROVAL OF THE WATER: EXISTING GROUP B WATER SYSTEM V ►-DRAINAGE BASH BOUNDARY SLOPE ENGINEER AND COUNTY. POWER; MASON COUNTY PUD/3 T� qb RIPRAP UTILITIES LOCATE NOTE TELEPHONE: CENTURYLINK V SWALE/DITCH CENTERLINE THE LOCATION OF EXISTING UTILITIES SHOWN HEREON ARE V HAY BALE CONTRACTOR LIABILITY NOTE APPROXIMATE AND ARE BASED ON INFORMATION PROVIDED BY CABLE T/: COMCAST w ■ WATER MAIN THE SURVEYOR AND FROM COUNTY RECORDS. OLYMPIC �,A50 SPOT ELEVATION CONTRACTOR SHALL SOLE AND COMPLETE OURNG THE ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE EXACT NATURAL GAS: CASCADE NATURAL GAS • SANITARY SEWER MAIN FOR JOB SITE LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN OS 0S w SEWER MANHOLE COURSE OF CCNSTRUCTION OF THIS PROJECT, INCLUDING HEREON.CONTRACTOR SHALL VERIFY THE EXACT SIZE,DEPTH, FIRE DISTRICT: i1 >� STEP MAIN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS CO AND LOCATION LOCATE EXISTING UTILITIES AND CALL FOR • SEWER CLEANOUT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE FN ti FORCE MAIN UNDERGROUND LOCATE AT 811 A MINIMUM OF48-HOURS BUILDING SETBACKS: NONE EXCEPT 10'LANDSCAPED FRONT UNITED TO NORMAL WORKING HOURS; AND THAT THE p(6pR TO CONSTRUCTION START.CONTRACTOR SHALL BE AND 5'LANDSCAPED SIDE h REAR AIR RELEASE VALVE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD OLYMPIC FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING ~ N 'AVACUUM SEWER MAIN ENGINEERING HARMLESS FROM ANY AND ALL LIABILITY, REAL FROM FAILURE TO LOCATE EXISTING UTILITIES. BUILDING HEIGHT: 45'(MAX) Z THRUST BLOCKING OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF G G GAS LINE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGJGENCE OF OLYMPIC ENGINEERING. a � REDUCER FROM CONTROL NOTE POST--CONSTRUCTION SOIL QUALITY AND DEPTH U� ucP UNDERGROUND POWER LINEm olla E CAP/PLUG CONTRACTOR SHALL PREPARE AND PROVIDE A TRAFFIC POST-CCN DEPTH STRUCTION SOIL QUALITY AND DEP IS REQUIRED FOR OVERHEAD POWER LINE p+P PIG PORT SURVEY INFORMATION CONTROL PLAN TO THE COUNTY INSPECTOR FOR REVIEW AND All DISTURBED PERVIOUS AREAS(INCLUDING LANDSCAPING AREAS) o CONDUIT LEGAL DESCRIPTION APPROVAL PRIOR TO CONSTRUCTION START,IF REQUESTED. PER BMP T5.13 OF THE WSDOE STORMWATER MANAGEMENT MANUAL ■ STEP METER BOX LOT 7 OF SP /3027 PIN OF NW S 27/94 FOR WESTERN WASHINGTON. 2005. SEE SHEET C1.3 FOR A T T TELEPHONE LINE REQUIREMENTS. N GATE VALVE VERTU DATUM 61 ,yNER M. Tr CATV CABLE TV LINE NCVO 29 A" TERMINUS PIG LAUNCH PORT 4 _ -- -- TOP/TOE OF SLOPE OJ JUNCTION Box N 510713 E NEST 1/4. SECTION 2 TO NORTH 1/4. ® SECTION 2(1'IRON PIPE 1.16'SOUTH OF THE STANDARD WORK IN COUNTY RIGHT-OF-WAY UTILITY TRENCHING AND INSTALLATION WETLAND BUFFER PARALLEL) ❑SIG ® SERVICE DISCONNECT REC. - 343702' CONTRACTOR TO OBTAIN RIGHT-OF-WAY PERMIT PRIOR TO CONTRACTOR SHALL PROVIDE TRENCHING. BEDDING,CONDUIT/ ———— BUILDING ENVELOPE/SETBACK MESS. 3436.93' ANY WORK WITHIN COUNTY RIGHT-OF-WAY. ALL WORK WITHIN SLEEVING, AND BACKFILL AS NEEDED FOR POWER, COMMUNICATIONS, O X YARD/PEDESTRIAN LIGHT HELD FOUND REPAIR Nk CAP O SE CORNER OF PROPERTY FOR COUNTY RIGHT OF WAY SHALL ADHERE TO COUNTY LIGHTING,IRRIGATION, AND ALL OTHER UTILITIES NEEDED. —®—�—�— GRADE BREAK STANDARDS AS OUTLINED IN THE RIGHT-OF-WAY PERMIT. COORDINATE INSTALLATION AND LOCATIONS WITH OWNER, xxx 0,�-0y� COORDINATE POSITION u XXX CONTOUR LINE 'rA.t STREET LIGHT RESPECTIVE UTIUTY COMPANY, AND BUILDING CONTRACTOR.SEE THE TOPOGRAPHIC SURVEY AND BOUNDARY INFORMATION ELECTRICAL.BUILDING, MECHANICAL, AND PLUMBING PLANS FOR - - ® TRANSFORMER DEPICTED HEREON WAS PROVIDED BY JVH CONSTRUCTION ADDITIONAL INFORMATION. "'o,A EE FENCE ❑p © POWER VAULT SERVICES, DULY 2008. TOPOGRAPHIC AND BOUNDARY m<n& INFORMATION WAS NOT FIELD VERIFIED BY OLYMPIC r`Oi 3 n —-—- —-—-— ROADWAY CENTERLINE ENGINEERING. '> -- --— —-- --— RIGHT-OF-WAY LINE -O t POWER POLE DEWATERING GENERAL NOTES S E d O m POLE ANCHOR m EASEMENT LINE ; --—--— —--—--— FOUNDATIONS,UTILITY TRENCHES, AND ALL OTHER PARTS OF THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES T TELEPHONE VAULT SURVEY MONUMENTS THE CONSTRUCTION SITE SHALL BE DEWATERW WIN KEPT TH ADJACENT PROPERTY OWNERS AND PROVIDE 5-DAYS WRITTEN FREE OF STANDING WATER AND MUDDY CONDITIONS AS NOTICE PRIOR TO ANY DISRUPTIONS. DRIVEWAYS AND UTILITY ■ g FRONT/BACK OF CURB A PROFESSIONAL LAND SURVEYOR MUST OBTAIN A PERMIT NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE SERVICES TO REMAIN ACCESSIBLE TO THE EXTENT PRACTICAL EDGE OF PAVEMENT OT •T TELEPHONE RISER FROM THE DEPARTMENT OF NATURAL RESOURCES PRIOR TO CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND 16 of EDGE OF PAVEMENT IV DISTURBING OR REPLACING ANY SURVEY MONUMENTS. MAINTAIN ALL DRAINS, SUMPS,PUMPS, AND ALL OTHER ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED ■ -pLGE HR'GRAVEL SNOIXDER 0 GAS VALVE EQUIPMENT REQUIRED TO PROPERLY DEWATER THE SITE AS TO THEIR ORIGINAL'PRE-CONSTRUCTION'STATE OR BETTER. ■ i --------- EDGE OF GRAVEL SHOULDER SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS OF - DG C GAS METER SOIL FINES FROM FOUNDATION AREAS WILL NOT BE ■ g ----------- SAWCUT LINE BUSH/SHRUBPERMITTED. DEWATERING SHALL BE INCIDENTAL 0 G� eJ F F FIBER OPTIC LINE JW NUMBER TREE(CONIFER) GEOTECHNICAL NOTE DAMAGED STRIPING NOTE SHEET INDEX 14008 O TREE(DECIDUOUS) A GEOTECHNICAL REPORT WAS NOT PREPARED FOR THIS CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED 1 Co.I CIVIL COVER SHEET DRAWING NAME: y STCU PROJECT. IN LIEU OF A REPORT, ALL RETAINING WALL STRIPING ON THE ADJACENT PUBLIC ROADWAYS AS A RESULT 2 CO.2 HORIZONTAL CONTROL PLAN 14008 COVR CONSTRUCTION, EARTHWORK, SUB-GRADE PREPARATION, AND OF THIS PRO.ECI'S CONSTRUCTION. 3 CIA EROSION CONTROL, GRADING,AND DRAINAGE PLAN C�•1 BARRICADE PAVING ACTIVITIES SHALL COMPLY WITH THE STANDARD 4 C1.2 DETAILS AND NOTES SPECIFICATIONS AND THE IBC, SHEET: 1 OF 4 SEC 2, TWP 20N, RGE 4W. W.M. I I 111 BL,,1110 ACOM t UTIUn EASEMENT Jo HORIZONTAL CONTROL NOTE: SEE BUILDING PLANS FOR EXACT BUILDING DIMENSIONS. THE PROPOSED N E4 W lIOVAnE UIU�EASEMENT BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND/OR - PERPENDICULAR TO THE NORTH AND SOUTH PROPERTY LINES. 5 881551'E ��RI ow 353.59 a 3 10.0 s "I:'• NY mar SECURITY23.7 317 •i' .ti. 7' 33.7 N < r I I 40. 50.0 20.0--" BLDG. 2 I I 70.0 3,500 g 2010 Z >' BLDG. 3 I .1`. •14A' :ldu• loao 5.000 SF QQ 1 FF-t301.4 I \ 6 O rn '' - • 20.0 :' STORAGE 6 Ni RAN'A1X>F�9' SHED ZOOO SF IFF BLDG. 5 W •r• 12.DO0 SF 210.o Q „O` ot FF-t301.0 ro BE Ei¢ s D g b _— \•TJ.; '�.' ADAISTID BY OVRER kp0 O > BLDG. 1 gRnc TANKS 3 1Nw-0 8,000 SF \ 00 O L N ^' FF-t301.0 SEE gr+Tlc SYSTEM DESIGN BY JM HENRY Q :_ DESIGN STRIKES 1 BLDG. 4 X elHERy SF 3,500 00.0 .•..AOlA.•'_•'y 60.0 20.0 60.0 `•ti I SCALE: 1'-20 FEET c 1 10.0 V<� mEoA E 0 10 20 40 $;via 3111.0 w uo i�— �r N�iNwTialren Fvi�' ' 10.0 / I I nB'0 / `` YER7ICAL DATUM _ 353.89 i DATUM: NGVD '29 g, 299� IN !j-'- MERIOF SUR �UME 227.DIAN: MAONPAGE 94. 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STANDARD ESC NOTES: STANDARD BMP NOTES: POST-CONSTRUCTION SOIL QUALITY AND DEPTH Sao Guklebmes and Resonances for Implementing Sell Depth and Quality,BMP T5.13 In the WSDOE Wester • A CrtH1ea req E-10.and Sediment Control Lead(CESCL)1. uirea for all construction pro)ec O ta The .!^,ellan '^^r�Male. Washington St.:ate Yanud(2012)or at http://-..O.f-im-.w9 far addltlond hromnatlan and named Person r(km ehd be on-cite r on-call at all tins For this site,the prowl/firm 1.Mistrial"be a to 6'query spdb and may be top-trmtl with 1'to 3'rock requirements. eel Is and their telephone number.ore 2.The rock pod Men be at least 12 Inches thick and 100 feet long.Width Man be the fun rIdth of the w (offkw)__ (pill:) - vehicle Ingress and agrees area.Small approved pads may be approd for single-family reeklentkii and snail Sol retention.Retain.In on undi t.rbea.tote,the duff layer and native topeoll to the moknumn extent pY� �. z • Approval of this erosion R s.dne nt central(ESC)plan data not eanKltub an epprovd of pa mment canmewdal.its pmctkaMe.h my areas requiring grading rrrnove area stackpna the duH lap one topeal ens in 3.Additional rode shall be added kxTn t0 maintain function of the ea. desqgr��otad. ballad area.net adjacent to panne reacu-,and witted areas,to be reapplied to other aG road r drainage design(e.¢she and Ideation of road.,tapes,rrtrielors,chars;retention racial"*. periodically Pope v ions of u.site where fws®Ie. Zr utlnies,ate.). 4.If the pod does not odq..twly nmow the mud from the wfhid.wheat.,the rhos.Mail be hosed off • The ten ementation of these ESC s red the construction.maintenance, before the wild enters a paved street The washing shall be dons an an wee covered with crushed rack y p"ou. W Wan replacement and upgrading and snsh rote Mdi drain to a sediment retention facility through wilt fence. Sol quality.All crap subject to clearing and odas that naves not been evened b ten enact, $, of thaw ESC fadillta I.the respansElny of the applicant/oontroctr until all construction b Y a auyn dorno wetwd into a owing: faculty w enghw.e os.tnieturd fed r slop than,at pre).ct completion, eanplated and approved and vegetnllon/lamdscping b established. demwatrab the following: 3 Ts death limit boundaries shown an this y flogged per SN Fens Notes g Wan Mall be decal d In the field Iva i 1.When fabric Mal ss purchased o a hou be rail cut to the length at pp border to avid use 1 hte 1.A lapel lap with mIninum k matte Mt f ten �G eenstruetlon.During the can,truetbn period,no disturbance beyond the nagged daring Ilmlb shall be When nb are recta tar g o Io d S1<a le matter tent In WA present dry In Wanting�edti 4 permitted.The flagging Mall be maintained by the apWleact/cantroctr/r nine duration of earY•fltr tleth Mall Ea spliced together adY at a support ppL with a minimum Ind dl.turbad was.The t o pX ham e.0 to 8.0 matching the WI f the 8-inch a W1ap,and securely fastened at both ends to peat w19 opeon lap Mall haw a minimum death of sight inches a:apt Mw,w \ ~ construction. 2.Posts shall be spaced a mo,inum of 6 feel Wart and driven sea: I Into the d(minimum of 30 tree MOM limn the depth of Incorporation I orn=onts needed two meat •criteria.Subsale • The ESC facilities Morn an this must be constructed h c ape ray groan (m Imm the t Wan wynatbn with all clearing and gra in oped kp should De aearifiea al beat 4 Finches with a Incorporation of the upper activitles,and h such a manner m to eneur.that sediment and sediment-laden water d not enter material be ic stratifiedbe lap;where dhas a. 4-B' the drainage system,roadways,r AI applicable surface water,gr«nd eater,w discharge 3.A trench shall be espwtao pproxinataty B itches wide and 12 inches dap along the line of psis and 2.Ranting bed must be mulched wlth 2 Intlnes of organic material INSTALL CULVERT IF WARRY standrda. upsap.ft-the barrier. 3.Wa1ny of ca npost and other matalde used to meet the organic content requirements: A ROADSIDE DITCH SPALLS i • TM ESC foclnles shorn an this plan are the mhinum requirements for anticipated site conditima 4.When sbndwd strength filter fabric Is used,a wire mesh support farm Mail be fastened waaw iY to the IS PRESENT During the construction p upspe side of the posts using heavy-duly rain staples at twat i Inch long,tin wires r hog rings The wire A Th.rgonie oottent far'pre-approved amendment roles eon M met anly using cempoet USat prod,these ESC(oclltbs ehdl W upgraded os needed Ira unexpected atone mesh the defhni n of'coon GEOTEXTILE Q ,vents and to ensue that sediment and mdimmt-ladm rater do not leave the It,. Mali extend Into the trans a minimum o/4 Inches and Mal not extend man than 36 inches move the pasted raters,'In WAC 17}350-2p,Thb end.h awidfle entice • The ESC loclitiew an acts sites Moll be Inspected dal b the original ground aurfaet, at http://rrr.eey.ra.gov/program.//wwfo/foOKIm/350.html The compost must dw have an tax y y applicant/cantroctar--and maintained, 5.The standard strength filter fabric Mdl be stapled or wired to the fence,and 20 Inches of the fabric organic matter content Of 35X to 551fi and a carbon to nitrogen ratio balm 250.The carbon to 6 3 repaired•or augmented aw neceswary to mare their continued functioning. Mail be a wdea Into the trench.The fabric Mall not land more than 36 Inches above the original ground itro9 ratk may be p high oe 35:1 far planting.composed entisy of plants Iwtfw to the 12'MINIMUM THICKNESS • The ESC facilities an Inactive sites Mall be Inspected monthly and within 4E hours following a major surface.Filter fabric Mall not be stapled to esleting tree. Pu Sound Lowland rwglen. storm event(1'rainfall In 24 hours)by the opplicant/contractor-and maintained,repaired.or 6.Won axtro-stren th fllter fatrk and class,Past b used,the wire meM support fence nor be B.W 0 ated amendment rotes may be met through use of coposted materials es defined show;, augmented os neptaory-b ensue their continued functioning. 9 p«In9 Y a other wgmic matrlde amandW to meet the carbon to nitrogen ratio requirements,and �. aliminatel. In such a care,the filter fabric Is stapled or tied directly to tha posts with all other provisions meeting the contaminant standards of Grade A Compost 1C • Storm drain[nets operable during construction Mall be protected so that strm.ater runoff data not of mow notes applying. enter the conveyance syKrn wnhoul find being filtered ar treated to renoe,sedinent At no tine 7.Filter fabde forces shall not be removed before the upsape wee has been permanently atobllzed. The resulting son should be conducive to the type of vegetation to be tatmliened. IL shall man than 1 fact r 1/3 of the sump volume(wl, over b lest)of sediment be allowed to 6.Filter fabric fences Mail be Inspected Immediately after wedn rainfall and at least doily during prolonged Implementation Option.: The son quality design guidelines nested oboes can be met by using aw o/the mulco within a cats epin. All etch doming and cenwyanp lines Mail lm cleared prior to rainfall.My repaired repah Mall be made Immediately. methods listed below: CONSTRUC110N ENTRANCE DETAIL d project completion tre area aacptanea The tleminq operation Mal not hush ssalment-laden cater otfieltoabill ed con treatment.an 1.P PrntaaL-.Notes 1.Leave undisturbed nathe vegetation and sot,anal protect from O ~ • the du a t construction p trances ion l be Installommis at the beginning of ount that construction and d mom far 1.Race eanmta block.lengthwise on Melr sides Ina.ilea row around the urge pro oempoatbn during construction.coic N.T.S. sat (� Z the duration of the 1.Additional meosuraa a be irad b ensure that all alp re 2.Amend sd-siteqm taped st vof the Miter d default e napprowd'rotes,a at vaster calculated 7 ya)ec may reed paved a perinstr of the Inlet ea Nat the open and face cAng an not upted. The Lock of eajbin t black•Mon Salta based x epedfbn tests of the col d amendment. O keel dean for Ne dratkn at tins project rut Ths height of the Darner tan bat varied,dpandng an design needs,by ata*Inq combinations of doba 3.Stockpile existing top.o1 during grading,and nplap It prior to planting.Stockpiled tapwl must dea • Road shell be Weaned thoroughly as needed to protect drnstream watt-rce.or sit-..tw that ae 4 Inches,and 12 Inches ride. The roe of blocks Man be at least 12 inches but no greater than be amended If needed to meet the o9an1.matter or depth repllramentk sther at a default Infrastructure. Sediment Mdl be renowd from road,by Mowing or pickup sweeping and Moll be 24 Inches high. 'tars-approved•rote or at a custan calculated rats. maw tveaxm�w d Z O transported to a controlled sediment disposal area. 2.Place wine mesh over the outside vertical face(apm and)of the concrete bla cks to prevent stonert topsd min of sufficient organic content and depth to meet the requirements from 4.Imp . wuurwswm errrr* fit • From October 1 through Apra 30,no coil*thus remain exposed and unwwked for more than 2 dye being,washed through the blows. Use hardware cloth r comparable wire mean with 1/2-hen opmings. a < From May 1 to September 30.no sons shall remain eposed and unwoked for more than 7 days Sots More than an method may be used different portions of tins some ila.Sal that dn�yrmssb the 3.PN Kons against the srs mesh to the top of the blobs.Use 3/4-to}Inch grout. depth and organic matte alit t dal camp Mall be Kobnizwd at the end of the shift before holiday a weekend if needed based on the reothe pquality rd,antl b not wed,does not need to be dad w freccet. Linear construction activities,such m right-of-way and waernent dean¢roodray 4.Pk1p wine meeh over the drop InIK ea that tin.tie extends a hinum of 1 N beyond each stele of the 7 development pipelines,and trenching far utlitles•Mail comply with these requirmmte, These Idat structure.Use hordwae cloth a eonMade tire mesh with 1/2-Inch openings.If more than we etrip Smedule and M.Intananaw F + - wloblizatlon requlromenb apply to all pit an site.Mother at final grad or not T.local permittingof mesh b nepesery,overlop the strips.Race filter fabric eve stre mesh. authority may adjust these time limits If It can be Month that a development site's ewbn or runoff S.Pkp 3/4-inch gravel ever the wire mesh. Th,depth of time shall be at least 12 Inches over the Establish eat army and death lord the end of conetrvctbn and ance establbhea,protect from m, °men entM Inlet opening. EKmd the*tors beyond the Inlet apenbhq at least 16 Inches an all sides. c pacUm,such as from Jorge machinery u and from.pion. potential jistlfbs a different standard. Rant vegetation and Ich the amended sal ores after Installation. • From October 1 throe 30.doorin 8.If the etwe Ater becomes Noggea with sediment,the clans must be paned gray from the inlet m0 Leave t debris or Its gin April q, a loin0.and other sal authority that owMtbs ohm only be plan puivalmt the ad gatc to rti ism organic matte. Ittso If Mom to W satisfaction of the toed tlsonsd a replaced. . Reduce and ad where Igo erF n apes kids,rather Non Perm permitting authalty that the transport of sedirnant N t pesenNs,the ass of ter lion,/ertllz herbicides and t � Iran the ca^wtrucllen who to receiving rate,sill be prevented. Continuing to implement formerly established practices. f • Soil*t Ies must be stabilized d Rmllc Cenerha Notes ILI; O ockp m protected with seainent-tropping m 1.Rustic shooting Mail haw a minimum thickness of 6 mills and Mail meet the requirements of STANDARD err err r 'ter • NI pollutants,Including waste materials d demolition debris,that occur an sits during construction SPEOFlCATIONS Section 9-14.5. Mail be handled and disposed of In a manner that data not came contamin.Ul of*t-..ter. 2 Covering Mall be installed and maintained tl Intl In Z Woody debris may be chopped and spread an site. 9 9 Y place by using swndbage lies an ropes with a maxinum 10-feat grid pacing in all directkna. NI some hall be taped or weighted down full length and Q • Macharge a pA repair o of heavy ago the g and vMkita and other mrofae Mich may conduresultcted h there Mall be at least a 12 inch overlap of dI scare •. was sj discharge a aplllage of pollutants to the ground a into Komtatar runoff must W conducted using 3.dear ^r T�plastic pouring"be Installed Immediately an areas s.eded between pM r from m measure.•such es rap Dhahan&Report all eplb to 911. November 1 and March 31 and remain will tlm its firm) established ear eon t • Water free meal deratehq operations Man be dlechwgea Into a sediment troy a pad.peon, creates y an-turbo watt may be alrhrged to state surface waters,provided the discharge data not coup 4.When the covering b used l w-wds0 Mopes,t Mall be kept in place until the next seeding pried. cc roelon or flooding. Highly turbid a contaminated denatetng water from construction equipment 5.Plaetle covering«sets Mall be buried two test at the tea o1 slopes In order to prevent surface rater 3' CSTCa J cation•=1 in metes trenb floc Danaath Meets se digging.rd Pour.a.air Inside a ceHardem Mall Ds handled t wprablY iron Kwmratr and prprly dipeeed. 6.Peeper maintenonce Includes regular mobs for rips and dislodged ends. Y.�.oa.� 1-- FINISHED GRADE sr W O 1 d MMaarrch 31Mall be*tmilizea(rite plasticpveinq a oa other approved vb)dry between November 1 LANDSCAPING REQUIREMENTS 2_h any Whom.sediment leaching from Kock Wes mast be positively prevented. g 3.Taped)Moll not be placed Mile In a frozen r muddy condition,Man the wbgred.b escmivaty vat.w 6' BALLAST- (OWNER'S OPTION) • PROVIDE MIN.10'FRONT YARD LANDSCAPE STRIP Men conditions exist that may otherwise be detrimental to proper grading or proposed soadbp m eaeaIng. rmwneses�i r• �ee • PROVIDE YIN.5'SIDE Q BEAR YARD LANDSCAPE STRIPS 4.Previously establlshed grades an the meth to be topsoled shall be maintained according to the approval COMPACTED NATIVE SUBGRADE OR • AREAS TO BE LANDSCAPED SHALL BE COVERED WITH LIVE PLANT MATERIALS MICH WILL ULTIMATELY Wan. APPROVED STRUCTURAL FILL COVER SEVEN SEVENTY-FIVE PERCENT OF THE GROUND AREA WITHIN 3-YEARS.DECIDUOUS TREES MUST BE 1.5'CALIPER AT THE TIME OF PLANTING AND EVERGREEN TREES MUST BE A MINIMUM OF FOUR FEET IN HEIGHT.TREES SHOULD BE OF A VARIETY EXPECTED TO REACH A MINIMUM OF TWENTY FEET IN HEIGHT rose T r AT MATURITY. •ALL THICKNESSES ARE 95%COMPACTED DEPTHS. Kr eta ra,w,� m • ONE DECIDUOUS OR EVERGREEN TREE SHALL BE PROVIDED FOR EVERY EIGHT HUNDRED SQUARE FEET OF Z THE AREA TO BE LANDSCAPED. TYPICAL DRIVEWAY/PARKING SECTION SILT FENCE DETAIL • SEE ARTICLE 8'LANDSCAPING AND SCREENING'IN CHAPTER 17.07'DEVELOPMENT REGULATIONS'FOR REFERENCE AND SPECIFIC REQUIREMENTS. 15' i78' L as MATCH TO EX. GRADE 1 10'DISPERSION/ 1'WIDE BY 5,DEEP GRAVEL FLOW SPREADER ELEV.=3299-300 SOFILTER STRIP (Cµ 6I 6R AF e BE EXTENSION Of BASE COURSE) hl,h MIN.1'DROP FROM EDGE OF DRIVEWAY/ ��✓i�/i���%/,/i. yyH Zy V XYDROSEED IMMEDIATELY P 1F` AFTER REACHING GRADEPARKINGR RFACE TO TOP OF LEVEL FLOW yu•V IEr295.2 ----- MAX_WS_ELEV. ±295.2 �y� _--- ------ lit: - /\� ` B TTOM ELEV. = 2 3.0 71F ��\ \�\` EX. (SHED GRADE ..PROVIDE 12'DEEP 2'-B'9 RIPRAP ENERGY DISSIPATING PAD(BMP C209) UNDISTURBED NATIVE MATERIAL I / �\EXTENDING 10'OUT ONTO THE POND UNAVOIDABLE,ONLY TRACKED I NATVE MATERIAL a BOTTOM. PLACE FILTER FABRIC UNDER EQUIPMENT IS ALLOWED IN POND DRIVEWAY/PARKING SECTION w RIPRAP. BOTTOM. YIN.B'DEPTH AMENDED SOIL (SEE DETAIL 1MS SLEET) m o E E (SEE POST CONSTRUCTION SOIL °amE DUALITY AND DEPTH Shan REQUIREMENTS THIS SHEET) n 3 n c 1. BEVEL PIPE END IS MATCHURBED POND SLOPE. ,y > 2 GRADE Nil DISTURBED µEON IMMEDIATELY AFTER REACHING FINALVENT e (NODE.PROVIDE,n1TE MATTING ON SIDESLOf+ES IF NEEDED TO PREVENT r�En n J. ON IN-SITU INFILTRATION TESTINGRNG THE RAINY�OF THE NATIVE S1B(NADE AT THE BOTTOM s p$$; ELEVATION OF THE INFILTRATION POND WILL BE REOLIRED,AT OWNER'S EXPENSE.AN INFILTRATION RATE LESS THµ 10 INCHES PER HOUR WILL 1 REQUIRE RE-SZING OF THE INFILTRATION POND.CONTRACTOR SHALL C3 O g CONTACT ENGINEER A MINIMUM OF 7-DAYS PRIOR TO REACHING THE POND INFILTRATION POND - SECTION A-A VEGETATED DISPERSION/BIOFILTER STRIP DETAIL .5 BOTTOM ELEVATION TO SCHEDULE THE INFILTRATION TESTING. N.T.S. N.T.S. 16 W r o g O e.I b JOB NUMBER: 14008 DRAWING NAME: 14008_DETL "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" C1.2 SHEET: 4 OF 4 FLOWERING ROOM/1 FLOWERING ROOM/3 FLOWERING ROOM/5 FLOWERING ROOM/7 31'-10.25'x 22'- 0.25'x 22'-5.25' 31'-10.25'x 22'-5.25' 31'-10.25'x 22'-5.25' 5.25' 31'-1 714.7 SO FT 714.7 SO FT VEG ROOM MOTHER/CLONING ROOM 714.7 SO FT 714.7 SO FT 14'-7.5'x 22'-5.25' 10'-7.25'x 22'-5.25' 306.6 SO FT 237.8 SO FT I ¢ LL_J Y TRIMMING/DRYING ROOM 10'-6.75'x 17'-1.25' BATHROOM 181.4 SQ FT 7'-6'x 6'-6' 50 SQ FT ¢ ¢ OFFICE(INCLLM)WG STORAGE) FLOWERING ROOM/1 FLOWERING ROOM/4 14'-6.75'x 13'-1' FLOWERING ROOM/6 FLOWERING ROOM/8 31'-10.25'x 22'-5.25' 31'-10.25'x 22'-5.25' 190•5 FT 31'-10.25'x 22'-5.25' 31'-10.25'x 22'-5.25' 714.7 SO FT 714.7 SO FT 714.7 SO FT 714.7 SO FT I i QUARENTINE/SECURE STORAGE 10'-8.75'x S'-0' 52.8 SO FT STONE AGE GARDENS 8000 SO p 1013 J� lLaG�,Y ao4 V@12 @oa@VHU@Iffoa '9_ � MASON COUNTY (360)427-9670 Shelton ext.352 JP9� DEPARTMENT OF COMMUNITY DEVELOPMENT (360)275-4467 Belfair ext. 352 BUILDING•PLANNING• FIRE MARSHAL (360)482-5269 Elma ext. 352 Mason County Bldg. III, 426 West Cedar Street Shelton, WA 98584 www.co.masonma.us Date: 04/08/2015 RE: Pre-Submission Conference PAR2014-00067 Parcel Number: 42002-24-90070 Dear Applicant, Please find enclosed a computer-generated report summarizing the results of your pre-submission conference on 10/8/2014 If you have questions regarding the summary report, please do not hesitate to call the appropriate staff member. The various staff members,the departments they represent and their telephone extensions are listed below: DEPARTMENT STAFF MEMBER EXTENTSION INITIALS Fire Inspector/Comm. Dev. Jeromy Hicks - JNH -Building/Comm. Dev. Debbera Coker - DLC Environ. Health Spec./Public Health Cindy Waite 353 CEW -Eng. Tech/Public Works Fred Pe an 625 FJP Planner/Comm. Dev. Grace Miller 360 GBM Planner/Comm. Dev. Rebecca Hersha 287 RDH Planner/Comm. Dev. Allan Borden 365 AHB Planner/Comm. Dev Michael MacSems 571 MMS Stormwater Eng./Public Works Loretta Swanson 769 LGS The comments are based on the project discussed during the pre-submission conference. Any changes or alterations to the original proposal may significantly change the permit requirements. In this case a second pre-submission conference will most likely be required to discuss the changes. Information provided to the prospective applicant during the pre-submission conference is based on Mason County regulations in effect at the time of the conference. Revised or new regulations could affect a future development application. A pre-submission conference does not vest a future development application. If further assistance is needed please contact us at 360.427.9670 ext. 352 or www.co.mason.wa.us. Case Activity Listing 4/8/2015 10:20:08AM Case#: PAR2014-00067 P14 Assigned Done Activity Description Date 1 Date 2 Date 3 Hold Disp 7b By Updated Updated By PARB50 Public Works Review 9/16/2014 None F.I P 10/21/2014 1 J 1' Access is to a State highway so all access issues and approvals need to be addressed by Washington State Department of Transportation PARA10 Application Received 9/16/2014 None DONE TW 9/16/2014 .VW PARB40 Environ.Health Review 9/16/2014 10/8/2014 None DONE CEW CEW 10/8/2014 CEW will need signed water adequacy and estimated number of employees for the on-site system. PARB20 Building Plan Review 9/16/2014 10/9/2014 None DONE DLC DLC 10/9/2014 DLC Provided representatives with Word document that identifiescode specifications and information needed for a complete application. The representatives stated that they intend to only grow and dry the product and deliver to others for packaging. The building will only have grow and dry areas and an office accessory to the agriculture business. Revised plans identify one accessible restroom located in the office and a separate shower room. Notified representatives that the shower must comply with IBC 1109 that specifies that the shower must be accessible. In addition we discussed construction of the building and that the truss engineering has been limited. The rep produced truss infomarion showing the following:BCLL 0,BCDL 6psf. As such a design professional shall be required to approve installation of any equipment and finishes that would be supported by the truss system. Interior finishes shall comply with IBC and shall be classified for fire performance and smoke development in accordance with ASTM E 84 or UL 723. Rooms created by 6-mil fire retardant material shall have a flame spread rating of 0-25 and a smoke developed index of 0-450 evidenced by manufacturer specifications is approved subject to the following criteria: 1)Walls and ceilings shall be fastened in such a manner that the materials will not readily become detached where subjected to room temperatures of 200 degrees fahrenheit for not less than 30-minutes(ref IBC 803.10) 2) Interior finish materials shall be installed in accordance with it's intended use with product mounting system or as approved otherwise. (IBC 803) 3)Interior wall and ceiling finish materials less than 1/4-inch thick shall be applied directly onto a wall,ceiling,or structural element without the use of furring strips and shall not be suspended away from the building element to which it is applied except where exceptions of IBC803.11.4 apply.See code information provided with approved construction plan.Provide compliance information at inspection prepared and sealed by the licensed design professional. PARB60 Fire Marshal Review 9/16/2014 10/9/2014 None DONE DLC DLC 10/9/2014 DLC Provide completed fire flow showing that adequate fire flow is avaialble or mitigate as approved in step three of the worksheet. Clearly identify intent to comply on plan pages. A separate fire protection permit shall be required for fire alarm systems and fire sprinklers. The reps specified that extraction will not be performed. If extraction process were to be included the applicants were told that permits shall be reuired. The document distributed duting the meeting includes fire code requirements needed in order to submit a complete permit application. The document is attached to this case.-dlc 10.9.2014 Page 1 of 2 CaseActivity..rpt Case Activity Listing 4/8/2015 10:20:08AM IP;4 Case#: PAR2014-00067 Assigned Done Activity Description Date 1 Date 2 Mite 3 Hold Disp To By Updated Updated By PARB10 Planning Review 9/16/2014 10/10/2014 None DONE GBM GBM 10/10/2014 GBM Grace Miller attended the meeting on behalf of the Planning Department. Page 2 of 2 caseActivity-rpt coa MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Building III, — 426 West Cedar Street, Shelton, WA 98584 1854 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269 MASON COUNTY PERMITTING FOR RECREATIONAL MARIJUANA • BUILDING DEPARTMENT REPRESENTATIVE: Debbera Coker(360)427-9670 EXT 510 E-Mail: DLC@co.mason.wa.us • DATE: October 1, 2014 • PRE-APPLICATION CASE NUMBER: PAR2014-00067 • PROJECT INFORMATION: (Business name, representatives) : Terry Beaty, Thebeatys@yahoo.com • PROJECT ADDRESS: Bldg A, Canopy Park—50 W Westfield Dr • PARCEL NUMBER: 42002-24-90070 • DESCRIPTION & SIZE OF PROJECT: 8000 sq. ft structure used to grow marijuana. • GENERAL NOTES: Based upon information provided the 8000 sq. f structure will be used to t ow and dry product for delivery to others for packaging. The building will contain and office area, approx. 1 sf, and storage . J2 Fire flow is not available to the site and mitigation shall be required. See fire marshal comment in this document. • OCCUPANCY CLASSIFICATION & USE: "U"Occupancy=Agricultural building or area used for production and crop production shelter. Use may include planting, cultivating, growing, and harvesting. The provisions of Washington State Chapter 19.27 RCW may apply to some projects: Provisions of the construction code do not apply to temporary growing structures used solely for the commercial production of horticultural plants including ornamental plants, flowers, vegetables, and fruits. "Temporary growing structure"means a structure that has the sides and roof covered with polyethylene, polyvinyl, or similar flexible synthetic material and is used to provide plants with either frost protection or increased heat retention. A temporary growing structure is not considered a building for purposes of the building and fire code. Building department and fire-life-safety review shall not be required for a temporary growing structure. "F1"Occupancy= Structure or area used to process material into a useable product. Includes packaging, labeling useable product for wholesale in retailers. "M"Occupancy=A structure or area used for retail sales to the public. "S"Occupancy=An area or structure used for storage. • SETBACKS TO PROPERTY LINES: Provide a site plan, drawn to scale, shall clearly identify setback dimensions on site plan. Overhangs shall be limited in accordance with IBC 705 Structures shall be located not less than 10-ft from the adjacent property line (ref 1BC 603) • DISTANCES TO OTHER STRUCTURES: Site plan, drawn to scale shall clearly identify distances, where required include fire-resistive details, including continuity, &tested assembly details. To be considered a separate structure each structure shall be located 20-ft from each other. Referencing IBC 705.3, buildings located on the same lot shall be assumed to have an imaginary line between the buildings, therefore to be considered a separate building a distance of 20-ft or more shall be provided. Overhangs shall be limited to in accordance with Table 705.2. • FIRE RESISTANCE FOR EXTERIOR WALLS: When required include fire-resistive details, including continuity, &tested assembly details. When firewalls are required to create a "separate"building the firewalls shall be constructed equal to 3- hours or better assembly constructed in accordance with IBC Section 706. • IDENTIFY TYPE OF CONSTRUCTION & PROVIDE ALLOWABLE AREA CALCULATIONS WHERE NEEDED. See Chapter 5, IBC.... when fire flow is available and provided: Referencing IBC Table 503, assuming Type VB construction: "U" occupancy single-story 5500 sq. ft, "F1" occupancy single-story 8500 sq. ft, and "M" occupancy single-story 9000 sq. ft. • FIRE-RESISTIVE RATED CONSTRUCTION &TYPE OF CONSTRUCTION : Where required demonstrate compliance. Identify the location of the assembly, compliance to continuity requirements and construction details: SEE FIRE MARSHAL NOTES CONCERNING FIRE FLOW—FIRE WALL(S) SHALL BE REQUIRED OR INSTALL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA13. EXTERIOR WALL (IBC704), FIRE WALL (IBC705), FIRE BARRIER (IBC706), SHAFT ENCLOSURES (IBC 707), FIRE PARTITIONS (IBC 708), SMOKE BARRIERS (IBC 709), SMOKE PARTITIONS (IBC 710), HORIZONTAL ASSEMBLIES (IBC 711), PENETRATIONS (IBC 712), FIRE- RESISTANT JOINT SYSTEMS (IBC 713), FIRE-RESISTANCE RATING OF STRUCTUURAL MEMBERS (IBC 714), OPENING PROTECTION (IBC 715), DUCT&AIR TRANSFER OPENINGS (IBC 716), CONCEALED SPACES (IBC 717), ETC, Buildings with mixed used such as a "U"and an "F1"the uses may be non-separated in accordance with IBC Section 508.3. The allowable area and height shall be the most restrictive requirement. Unless specified otherwise, referencing Table 508.4, the following will apply: When non-separated uses will not apply, a 2-hour fire barrier shall be required to separate F1 and occupancies. Separation between an F1 and M is not required. • NUMBER OF EXITS REQUIRED/OCCUPANT LOAD:(IBC 1004): Include design calculations on building plans. Clearly identify the exit path and exit signage on construction plans. Referencing Table 1004.1.2 the following occupant factor applies: U-Occupancies: 1:500 sf of the gross area F-1 Occupancies: 1:100 sf of the gross area M Occupancies: 1:30 sf of the gross area The occupant load is needed to verify that adequate exits are provided and to verify that adequate restrooms and other plumbing are fixtures are provided in accordance with Chapter 29. r - • ENGINEERING REQUIRED: New structures will need to comply with current code and designed to support lateral and vertical loads. DESIGN PREPARED BY A WASHINGTON STATE LICENSED DESIGN PROFESSIONAL: Structures 4000 sq. ft or more shall have all plan pages reviewed and stamped by a Washington State licensed design professional. The review shall include a code evaluation addressing life-safety, plumbing &mechanical evaluation, and structural analysis. (ref. RCW 18.08.410) ALL PLAN PAGES SHALL BE STAMPED AND SIGNED BY THE DESIGN PROFESSIONAL, including plumbing and mechanical pages. • ACCESSIBILITY REQUIRED: YES, include compliance information including design calculations demonstrating compliance to Chapter 11 and details demonstrating compliance to ANSI 117.1 in effect at the time of submittal. Include information demonstrating compliance for restrooms, employee work areas, parking spaces, accessibility to structure, drinking fountain, signage, etc. When required verify that building plans contain compliance information. Existing buildings shall comply with IBC/WAC amendment Chapter34. "U"occupancy structures need not be accessible except that agricultural buildings shall require access to paved work areas open to the general public. (IBC 1103.2.5) • PLUMBING SYSTEMS (Chapter 29 Washington Amendment to IBC): Permitted building shall comply. On plans, include design calculations for the following: water closets (M/F), Lavatories, Drinking Fountains, etc. Plumbing fixtures need not be provided for unoccupied buildings or facilities(2902.1). Agricultural buildings would be considered a building that is not normally occupied. Other occupancies shall be provided with restrooms in accordance with WAC Table 2902.1. When the total occupant load is 15 or less separate facilities for male and female need not be provided but the fixtures and space must be accessible for persons with disabilities. • WASHINGTON STATE ENERGY CODE: The following refer to Energy Code compliance. Referencing the 2012 International Energy Conservation Code (IECC)/Washington State Energy Code (WSEC). New elements shall apply. When an existing structure is unheated and heat is added the building shall be made to comply with the energy code and compliance forms submitted with the permit application ► NON-RESIDENTIAL ENERGY CODE: Heated spaces require NREC Compliance forms (envelope & mechanical). WSEC forms and information can be accessed at: hftp://www.neec.net/resources/resources.html ► LIGHTING: All non-residential structures shall comply with WSEC lighting requirements. Complete NREC Compliance Forms and lighting plan including switching locations. WSEC forms and information can be accessed at: http://www.neec.net/resources/resources.html. Task lighting for plant growth and maintenance is exempt(ref 405.5.1 #6) however lighting used in other areas shall comply with energy code specifications. In addition your local utility may have an incentive program, designed to help you lower energy consumption. To discuss incentive opportunities contact the Energy Services Department at PUD3 by calling (360) 426-0777 or PUD1 at (360) 877-5249. • COMMERCIAL KITCHEN: BASED UPON INFORMATION PROVIDED COMMERCIAL COOKING OR EXTRACTION WILL NOT BE PERFORMED WITHIN THE BUILDING. Show compliance to Chapter 5 of the International Mechanical Code when a kitchen is included. When the structure will be provided with a kitchen the kitchen must comply with specifications of the Mechanical Code. When cooking produces grease or smoke a type I hood with fire suppression system. To properly evaluate provide information that clearly identifies what will be cooked and the type of cooking that will take place in the kitchen. • EXTRACTION: When manufacturing and performing oil extraction or other similar operation provide the following information: o Identify location where the extraction operation(s) will occur. The extraction room shall be separated form the other spaces with a fire barrier. Provide fire resistive construction details and tested assembly information. o Identify method of extraction. o Provide information about equipment and manufacturer specifications manufactured in accordance with accepted engineering practice. o Identify materials used to perform extraction process and anticipated quantities that will be located o Provide alarmed leak detection information o Identify location and type of portable fire extinguishers o Identify exit signage Provide installation information and specifications, reviewed, prepared and sealed by a Washington State licensed design professional. Documents may include but not be limited to identification of control rooms and required protection such as fire-resistive assemblies, duct layouts and specifications, identify dampers as required, manufacturer specifications for equipment installed, etc. Documents submitted shall conform to Washington State WAC 314-55-104, Marijuana processor license extraction requirements. • GEOTECH REPORT REQUIRED? See planning regulations and IBC chapter 18. • PROVIDE A SPACE FOR STORAGE OF RECYCLED MATERIAL & SOLID WASTE (WAC51-50-009): Identify the location. • SPECIAL INSPECTION: Referencing IBC Chapter 17, Section 1704.1.1. This will typically apply to new construction. Some construction types and methods will require special inspection. When required provide a statement of special inspections prepared by registered design professional in responsible charge. Complete a Special Inspection authorization form. • INTERIOR FINISHES: Include information demonstrating compliance to Interior finishes required in IBC Chapter 8. Gypsum board will comply with requirements for interior finish. If you wish to use another finish material, including plastic please provide information about the material and submit with permit documents. Clearly identify finish material in cross section of construction plans. • ' STORAGE SPACES: Clearly identify the space. Include a list of material that will be stored, anticipated quantities, height, and if hazardous such as solvents, fertilizer gases, etc, include MSDS sheets for each product. Identify the anticipated storage height. • STORAGE RACKS greater than 5'9" shall be permitted either with the proposed project or separate building permit. Where required documents shall include design information demonstrating stability for seismic conditions. Special inspection may be necessary, reference IBC Section 1707.6 and 1705.3 (4.5), storage racks, provide compliance information. • MECHANICAL EQUIPMENT: Identify the location and type of mechanical equipment located within, and outside the structure. Address foundation and support systems for equipment. Where new equipment will be placed on site provide UL listing information and/or construction details stamped by a Washington State licensed design professional. Where applicable include duct information and duct support compliance information. • SUSPENDED CEILING SYSTEMS: Provide details and specifications relating to suspended ceilings where applicable. Details shall be designed and approved for seismic loading in accordance to IBC Chapter 16. Where required designate special inspection plan. FIRE MARSHAL REQUIREMENTS: The following address specific Fire Marshal comments. On construction plans identify compliance information on the proposed building plans. NOTE THAT SEPARATE FIRE PROTECTION PERMITS ARE REQUIRED FOR: NFPA72 ADDRESSABLE FIRE ALARM SYSTEM OR NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEM • Identify the location of fire extinguishers and type of fire extinguisher. Typically in non-cooking areas, permanently install a type 2A10BC fire extinguisher such that it is located within 75-ft travel distance. • WATER SUPPLY & FIRE HYDRANT: Referencing IFC, Section 508; clearly identify fire hydrant location if one is located within 400-ft of the project. • FIRE FLOW: A copy of the approved method for determining fire flow is enclosed. Complete the Commercial fire-flow work sheet to identify fire flow and fire protection that may be necessary. Note that when fire flow is not available step 3 shall apply. See also requirements for IBC Table 503, allowable areas: 0-500 sq. ft.: no protection (mitigation) needed. 501-5999 sq. ft: Install an NFPA 72 addressable fire alarm system OR construct firewalls in accordance with IBC Section 706 to create maximum 2000 sq. ft. fire areas 6000— 12,000 sq. ft: Install NFPA 13 automatic fire sprinkler system OR install NFPA 72 addressable fire alarm system maximum 6000 sq. ft fire area with fire walls constructed in accordance with IBC Section 706, OR construct firewalls in accordance with IBC Section 706 to create maximum 2000 sq. ft. fire areas 12, 000 sq. ft or more: Install NFPA 13 automatic fire sprinkler system • EMERGENCY VEHICLE ACCESS: A copy of the "Standards for Fire Apparatus Access Roads" adopted through Mason County Building Code, Section 14.17 is attached. Verify that documents clearly identify code compliance. • ADDRESSING: Referencing IFC, Section 505 and Mason County Code Chapter 14.28, all new buildings shall have an approved address. Applications for an approved address can be obtained on the Mason County website at: www.co.mason.wa.us, Forms and Brochures, Community Development, the address to the referenced web page is: http.//www.co.mason.wa.us/forms/Community_Dev/index.php. Each building within the facility shall be distinguished with a separate identification so that emergency personnel can find the building in the event of an emergency. • AUTOMATIC FIRE ALARM: Referencing IFC, Section 907 and NFPA 72, when proposed provide information on plans that identifies your intent to install the alarm system. Automatic fire alarm systems require a separate "Mason County Fire Protection System Permit Application". The application can be obtained by going to same website and page referenced above. • SPRINKLER SYSTEM: Referencing IFC, Section 903 and NFPA 13, when proposed provide information on plans that identifies your intent to install the NFPA 13 fire sprinkler system. Automatic fire sprinkler systems require a separate "Mason County Fire Protection System Permit Application". The application can be obtained by going to same website and page referenced above. • KNOX BOX: Referencing IFC, Section 506, access shall be required, typically through use of a Knox box. Provide compliance information with construction documents. Contact the local fire district to make arrangements for an approved key box, location, etc. The local fire district for your project is Fire District Number: 11 and can be reached as follows: (360) 426-1822 • GAS METERS/TANKS: Referencing The International Fuel Gas Code (IFGC) and NFPA 58 provide compliance information as required within the referenced codes. • STORAGE (TYPE, HEIGHT, ETC.) Referencing IFC, Chapter 19 (Lumber yards and wood working facilities), Chapter 23 (High-piled combustible storage), Chapter 27 (Hazardous Materials), etc. The design shall consider the materials, quantity and max height. o Identify all materials to be stored, including commodity classification (see IFC2303 and Table 2306.2), and type of plastics when applicable. Include anticipated quantities, loose or baled, anticipated height, o Identify hazardous materials classified as a physical or health hazard, include MSDS sheets as specified in IFC Section 2703.4. Referencing Table 2703.1.1(1), identify proposed control areas and method of protection. Referencing IFC Section 2704, identify spill control and proposed secondary containment, see also IFC Table 2704.2.2 o Identify method of storage (i.e. racks, shelves, pallets and what storage method is constructed of such as plastic, wood, metal, etc.) If pallets will be used , identify location of unused pallets and anticipated quantity o Identify flammable and combustible liquids, flammable gases, and flammable solids regulated under IFC Chapters 34, 35 and 36. Include information demonstrating compliance, including proposed storage, classification of flammable material and/or combustible liquid • OTHER: Verify that the structure constructed under Mason County building permit number COM2014- 00098 will support a ceiling and or mechanical equipment attached to the roof framing members. The truss is not designed to support a ceiling including gypsum wallboard or similar material and or mechanical equipment. Provide a cross section and design that clearly identifies how you intend to finish the interior. PERMITS REQUIRED FOR PROJECT 0 BUILDING El PLUMBING/ MECHANICAL ❑ GRADING PERMIT (When greater than 200 cubic yards) ❑ CHANGE OF USE 0 -FIRE.SUPPRESSION, where required. See Fire Marshal comments ❑ SIGN ❑ FENCE (Greater than 7'0" above grade) 1 ` Li ADDITIONAL NOTES: WHEN YOU ARE READY, SUBMIT FOUR (4 SITE PLANS, DRAWN TO SCALE ALONG WITH THREE (3) COMPLETE SETS OF BUILDING PLANS INCLUDING THE FOLLOWING. (NOTE, ALL PLAN PAGES SHALL BE STAMPED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHEN THE STRUCTURE EXCEEDS 4000 SQ. FT.): • CONSTRUCTION PLANS, drawn to scale. Include floor plan, elevations, cross section, cross section, construction details, etc. • MECHANICAL PLAN, • PLUMBING PLAN AND • NON-RESIDENTIAL ENERGY CODE/VENTILATION & INDOOR AIR QUALITY CODE INFORMATION. • DEFERRED SUBMITTAL WILL NOT BE ACCEPTED. • A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED. VALUATIONS ARE BASED UPON THE MOST RECENT BUILDING STANDARDS VALUATION DATA RECOMMENDATIONS AND THE PERMIT FEE WILL BE DETERMINED BASED UPON TABLE 1-A OF THE 1997 UBC. DESIGN CRITERIA: SEISMIC ZONE: D2 WIND LOAD: 85 MPH, Depending upon location see IBC 1609.4.1 SNOW LOAD: See Mason County website: http://www.co.mason.wa.us/forms/Community_Dev/snow—load—map.pdf 25 PSF, Except: Lake Cushman 55psf Along Hood Canal, Potlatch North to County line 40 psf Matlock, Lake Nahwatzel up to Skokomish Valley 35 psf REFERENCE CODE EDITIONS: Effective July 1, 2013 2012 INTERNATIONAL BUILDING CODE (IBC), INCLUDING APPENDIX CHAPTERS C, E AND H, EXCLUDING H106; SECTIONS 101 THROUGH 107, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND EXCLUDING APPENDIX CHAPTERS A, B, D, F, G, I, J AND K AND; ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51- 50, AND THE 2009 INTERNATIONAL EXISTING BUILDING CODE. 2012 UNIFORM PLUMBING CODE (UPC), PUBLISHED BY THE INTERNATIONAL ASSN. OF PLUMBING AND MECHANICAL OFFICIALS(IAPMO) AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-56 AND WAC 51-57, EXCLUDING SECTIONS 102.4 AND CHAPTERS 12, 15, AND 16, PART I. 2012 INTERNATIONAL MECHANICAL CODE (IMC), PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND THE 2009 INTERNATIONAL FUEL GAS CODE AS ADOPTED THROUGH THE WASHINGTON STATE BUILDING CODE WAC 51-52. 2012 INTERNATIONAL FIRE CODE, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL,,EXCLUgING APPENDIX A, D, AND K AND ADOPTING APPENDICES B,C,E,F, G AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51- 54. 2012 INTERNATIONAL ENERGY CONSERVATION CODE(IECC), AS AMENDED BY WASHINGTON STATE BUILDING CODE WAC 51-11 To view the Mason County Building and Construction Code and adopted amendments go to the Mason County website at: www.co.mason.wa.us.