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HomeMy WebLinkAboutGRD96-0002 Site Post Office, Retaining Walls - GRD Permit / Conditions - 5/6/1996 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Cal FA A 0 1 N ca P r-'- R Nt 1 'T FOR INSPECTIONS CALI. 427--9670 ORDOO-a0002 PARCEL - 12328h000002 PLAT : b I V :? 8 .K e? LOT t? JOB Ai'C+RE:= . , NE 60 RIDGE POINT Pt VD BELFAIR OWNER : HAI_VY CORPORATION CONTRACTOR : HALVY C ORPORAT 1014 431--441 1 ENGINEER : t•: F 11 I.? . . . . . . . %N TYPES AMOUNT BY DATE RECEIPT GRARE? . . . . . . . =Y PRMT S 405 .00 TIN 05/05/96 41820 AREA GRADED - - 2 e :AC FLAN $ 1105 .50 "TW OI /06/96 41820 VOLUME . . . . . . . . 8000 :cy TOTAL-: 520 .50 PROJECT DESCP. 1 PT I ON :GRAD i NG s EXCAVATION OF BUILDING SITE FOR NEW BELFA I R POST OFf l rr AND INSTALLATION OF RETAINING WALLS . PROJECT L.00AT I ON iNORTH OF BEI..rA I R ON STATE ROUTE 113, EASf OF f WY, ACROSS THE 5 i 1+;LL E I H; MCDONAL.DS AND KITSAP BANK THIS PERMIT BFCOMFS NUL..1. AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I : NOT COMMFNCFI7 WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED FOR A PERIOD OF 18o DAYS AT ANY TIME AFTER WORK IS COMMENCFD , EVIDENCE. Or CONTINUATION OF WO S A PROGRESS INSPECTION WITHIN THE 180 DAY PERIOD . OWNER OR AGENT - , L _ _ DATE nAp PAMi, per: �lAW9? COMPLIANCE TO A'(TACIIF'D CONDITIONS I5 REOU I RED CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 P F " FIA 1 `r C: 0 N h i T" 1 C')N Case No . s GRD96-0002 For : HAI VY CORPORATION Pages 1 1 ) 1 ) An STORMWAFLA-FFIOSION CON`lROt. PI AN For, the construct inn and operat loo of the: proposed building, meeting the i ntoril: and standards of DOP 's Stormwater Management Manual for downstream erosion and runoff control , crust be approved by the Macon County Department of Public Works 2 ) All construction !;ha I l he done- during normal business hours of 7 am to 6 330 pm , 3 ) The site shall be periodically watered to prevent exness dust during the construction perind . q ) ArtlflOial outdoor lighting shall be shrouded so that the light is dirActed away from adjoining residential uses . 5 ) Traffic noise from the past ol`f i ne land usee shall be attenuated by using at m i n i r kim six foot height buffers of dense vegetation, fences , and/or retaining wells ; these buffers sha i I he I rs ated the perimeter of all :rbutt i ng residential land uses and CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 comp ic*ted prior to occui,,w , kj Lbv i6i rig , 6) Prior to oonstruotion , fire proteation Issues (water, avaiiablllt4!, mainfl , and hydrants ; use of sprinklers ) shall be addressed and approved by the Mason County Fire Mar E-,ha I 2) Approved per 011t erg site plan and topographic crass-seat ion and erosion control measurer . 3 ) nage structuref; shall be maintained In perpetuity to ensure that At I culverts an I dr il�, r drainagg will 0 Orf low . X 4 ) PURSUANT TO 1991 UNIFORM BUILDING CODE , SECTION 305(C ) AND SECTION 613 , ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT REOUIRES THAI' THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A PFINSPECTION FEE , BASTRACTOR ll ON RATFS IN TABLF 3A OF THE 190-1 UNIFORM BUIII) ING CODE WILL BE ASSESSED IF OWNS /C FAILS TO POST ADDRESS ON SITE PRIOR TO REOIJESTING INSPECIIONS . 5) A[ L CLEARING, CUTT NG ,. G ADING, EXCAVATING, TERRACING, FILLING AND SIMIIIAR WORK Will. BE PFGULATED BY THE EqIINMENTS PURSUANT TO CHAPTER 70 OF THE UNIFORM BUILDING CODE . 6) ALL SURFACE WAIER ND ; P4FNTIAI. RUNOFF WILL BE CONTROL. LED ON SITE. AND SHALL NOT ADVERGLY AFFECT ANY A JACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABIITTING TO ANY ST %T OR COUNTY (AILVERTINth/DITCHING SYSTEM OR POAD WAY CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by T) All fl Ils vhsill 0\ 6 , € maxipitim dons ' y MASON COUNTY Mason County Bldg. III 426 W. Cedar 8 ) PROv i Or A CERT I F t EI P.O. Box 186 Shelton, Washington 98584 ' ,T I ON THAT ARE ..�-LINED IE : Elf PROV I DF A COPY A' ilia ,,-1 , 1 i L Li 1... ?:i4. '1A f l r:+,t MUST PROVIDE T Tt41S OFFICE FOR REVIEW. CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date FRAMING by date by date by Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by , / , / , OPT / P �P 0 , �V- / AGE PA VIN61 / MGOONAL051 KIT5AP 6ANKJ 6EL-FAIF VALLEY PLAZA 34 8.32 Acres } / 6ELFAIF / GENTEI' MA 50N COUNTY OFW LOAD: OA TE: LOGA TION: 168" x 16' 5MOOTH 6Of:E PLASTIC PIPE 61�1 *2 r HD'-, TAVERN 6REM/GORST PARKING Z y TYPE 1 CATCH 6451N INSTALLED IN Igq4 0 -o NA PA zm GATGH 6451N WITH 18' PCC PIPE ONDElz 5/� 3 PARKING APPKOX. 140' OF 16' SMOOTH 60RE PLASTIC CULVEIzT INSTALLED IN Igq4 q6" x12' CMP MA 5ON COUNTY PFW SCALE PPOOEGT.' 8elfair Orainage DATE 5ept. 12, Igg5 O 40 80 File: 6VP-K13 LOCATION: 6elfair Valley Plaza NW V4 52q T25N I'IWWM E.G. File No. g525q-K r RPRAP 0 00 ±_T 46'D1A TYPE 2 APPROX. 700'+ CUPTAN DRAN WITH FRAME 6 GRATE DRAN VARES RIGHT SIDE CI�LY RM 108.00 GRAVEL (5EE PETAL) 1E W 104.10 l5) 16'HDPE ROY 60AD ROAD 01TGH �-3 270} ROCK LNLD DITCH MARTIN LE104,00 (W) 24' GM' WSDOT STND PLAN B-k GUKTAIN DRAIN DITCH 5LQPE APPROX. 4 x ZENDELL O„ - 6' 125' 24'CMP IFLAT) NT5 W/BEVEL END 5TAN5BERY NOTE:WRAP WAN WA VEL W TH GEOTEXTLE/ OR h1�PE FL TER FA 5M MATERIAL ALL TI-E WAY ........ ...................... ARRaw,NCLLgJb Top DITCH ELEV. 425 ROUGH BORE DRAN PPE:6'PERFORATED PVC GOVERNALE/ AT ROY GOAD ROAD ROY GOAD ROAD (6470) WORKMAN NTERCEPT X 10' WIDE DRANAGE EASEMENT 15' WOE OKANAGE EASEMENT BAYNON REPLACE EXI5TNG 12' APPROX. 225'+ DRANAGE DITCH CULVERT WITH A RIGHT SIDE ON-Y CB *2 24'X 4O't PCC OR HOPE PffAP ARMORNG NOT REQURED 48'M TYPE 2 N5TAL1- W Ix GRADE (5EE TYPICAL DITCH 5ECT10M WITH FRAME 4 GRATE OUTFACE PROTECTION DITCH GRADE APPROX 13x RM W 124.00 X r THICK 1E. a 12U0 05)15'HDPE 6' WVE ARMOR ENTRANCE TO KOY GOAD LE. 0 12100 (N)16'HDPE c<� 12'LONG ROAD C9055 aA VERT. WSDOT 5TW PLAN 0-I Max Stone Size: 24' FIT WITH 01L/WATER r1APA' m Med. Stone Size: 16' 5EPARA TOR O15CHAR6E <,9 Min. Stone Size: DEVICE 4' G NAPA PARTS PPR ACKERMAN SEE CON5TRUCTM AGREEMENT FOR rrT vrrrrr Avv aecr vv ADDITIONAL - 5 DETAL5 Belfar Lirited Partnership (PAVD50N) 3 INT L 2 BELFAR VALLEY PLAZA -7 Elemtional Datum Assuned from GB *I 59 3 MP 26,4 P16HT FOY GOAD RP DITCH SECTION PAC-TECH Eng vexing bc. / DROP MET TYPE I Nr> plan IJOB No, 9633) / WITH GRATE 50PPORT 4 TYPE I GRATE GRATE w 126.00 + lE w 125.50t (NW) 18'HDPE a / WA NSTALL FLTER ER MAN MAY REQURE 12 RIG BENEATH FIELD��� ') FIELD ADJUSTMENT OF Nr� RPR ELEVATIONS NORTH 60"ARY OF BELFAR / P 'hi6H DENSITY POLYETHYLENE PIPE VALLEY PLAZA DITCH SECTION / ' MASON GO)NT Y OPW DITCH NOTES: / PPOJEGT. 6elfair Drainage (1) LIGHT 1-005E RPRAP 0. - 67) x�e DATE. Sept, 12, 19g5 (2) APPLY RIPRAP 1' THICK LOCATION y ' 5elfair Valle Plaza (5) HEDGE/V15UAL BARRIER REQURED W1-LN OAVID50N PROPERTY DEVELOPED FJe: BVP-R21 NW I/4 52g T23N PIWWM GRD MASON COUNTY LAND MODIFICATION PERMIT Grading, Excavation, Fill, Slopes, Drainage Department of General Services 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRINT #1 Owner gvhvp Phone#431 1t�flr' Fire District# Site Address 117-45s774'3/a--hl f City St Zip Owner Address SL,,V6 City �! St Gwlof Zip 9Rs/CG Describe Work i <�f=jl-i CG #2 Contractor Name Contractor Reg # C Address 11407d.4 U 0) Expiration Date City 23 y6;(FP)( St PL) Zip Phone# �6/ 4Y�Y #3 Engineer's Name V-t� Phone# b Z� 77/41 - Address !�310 3P-'D fg-f/, I o Cit St w Zip 6fO �50 D41)00 JX #4 Parcel No. - Legal Description t4 7_II 99 --� #5 Number of cubic yards to be excavated: Number of cubic yards to be filled: Number of cubic yards to be graded: #6 Will this be a balanced cut and fill entirely within the site? Yes No n If No: Will fill be brought on site? Yes No � 0 Where does imported fill originate from? /�//� M,�p n 0 Does fill contain any potentially hazardous materials? 'FALTH Yes c`No �f1V��E� #7 Will excavated materials be taken off site?Yes 1 No If Yes: Where will excavated materials be taken? �1 ©H C, #8 Briefly describe existing terrain, vegetation, and improvements on subject site? #9 Total size of area to be cleared acres/sq ft Size of area to be cleared on slopes over 10% AC/SF #10 Has a soils report been completed on the subject site? If yes, include copy with application. #11 Is the subject site within 200 feet of a designated shoreline #12 Does the subject site contain any of the following features? River Lake Wetlands Saltwater Slope greater than 15% Soft compressible soils Seasonal Runoff None #13 Will the proposed land surface modification change the points where storm water or groundwater enters or exits the site? #14 Will the proposed land surface modification change the quality, quantity, or velocity of storm water/groundwater? #15 What methods, if any, will be utilized to minimize erosion and possible sedimentation into nearby waters during and after construction? #16 Will this land modification result in the redirection of any surface water runoff onto adjacent properties? #17 Will surface or subsurface runoff be collected or controlled by interceptors, curtain drains, or other water collection devices once this land modification has been completed? #18 Will the land be replanted upon completion? If yes, with what types of plants? #19 Will this modification result in slopes steeper than those currently on the site? If so, how steep? Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Indicate Directional by (N, S, E, W) Name of Flanking Street in relation to plot plan Name of Fronting Street APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS IN- SPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH.NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDIN*EP [ ENT. DEPARTME T.X OWNER X BY DATE DATE FOR OFFICIAL USE ONLY:Accepted by: Date: DEPARTMENTAL REVIEW Planning C APP COND APP HOLD oz Building 5-34 Environmental Other Special Conditions ;QeCtA(_ /NSDrcToR- RKGL'- 'f7tD FEES FOR- A•CL NtCfF$5Aly 4rWccTiori5 PR60"O ' - c o o c.c Rr o21`S. Grading Permit 21 `'�� $ �g 9• � - `f OS Plan It5- Review $S•� 3�• — Site Inspection Violation Fee 1. A LC,S : S Z� Syp Other H •S° TOTAL FEES $