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HomeMy WebLinkAboutGRD96-0013 - GRD Permit / Conditions - 8/15/1996 MASON COUNTY S- Mason County Bldg. III 426 W. Cedar IIJ � RO, Box 186 Shelton, Washington 98584 CI R /\ C7 I N C3 P E R M 1 - FOR INSPECTIONS CAL.!_ 427-9670 ORDOO-0013 PARCEL :420183190020 PLAT : DIV : BLKt LOT : .JOB ADDRESS : W 401 HIGHLAND AD SHFLTON OWNER : DONALD CRESS PERMIT CONTRACTOR : NULL & VOID BY EXPIRATION ENGINEER : DATE BY DILL? . . . . . , . . :? F7YPF AMOUNT BY GATE RECEIPT CUT i . . . . . . . . . :7 GRADE? . . . . . . . :? PRMT .j" , 50 NJ P 08/ 15/96 42661 .AREA GRADED . . : O : :.AC PLAN F'.,.'_ .50 NJP 06/ 15/96 4r661 VOLUME . . . . . . . : ' 0 :c y TOTAL , 515 . 00 '1 '2'D10pSt'OicCF'. :-y5vy.,pCyyr. T.973"'}K�.LIDiRCA13n?Jl6t�.�1iiS0ItA^.R IITi.9•� PROJECT DESCRIPTION :GRADING PROJECT LOCATIONR4TENTS ON WEST HIGHLAND PC) FROM THE DAY'ION MATLOCK RD ON LEFT HAND SIDE OF ROAD . THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSI'RUCTION AUTHORIZED IS NOT COMMENCED WITHIN ISO DAYS, OR IF CONSTPUCT I ON OR WORK IS SI.ISPFNDED FOR A PERIOD OF 180 DAYS AT ANY 'TIME AFTc:R WORK IS COMMFNCED . EVIDENCE OF CONTINUATION OF WORK IS A PROGRESS INSPECTION WITHIN THE 160 DAY PERIOD . OWNEt ` " AGENT :, 1",A IF (i19 FINI, raw, ImI 192 COMPLIANCE TO ATTACHED CONDITIONS IS REOU I RF D �I l 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 S/ / i MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PC FA 1 -r C`. ONC3 1 -r 1 CAMS Cs,e No . , ORO96--0013 Fort DONALD CREST, Pages 1 1 ! Ali upland areas disturbed c?r newly created by construction activities steal ! be :seeded, vegetated, or given some other equivalent type of protection against erosion . X ' 2 ! Proper disposal of construction debris must bo on uplands , in such a m.4nner than debris cannot eiiter wetlands or cause water quality degradation of adjacent waters . X. 3 ! Property is adjacent to 'itspe IV stream regulated under Chapter 11 .01 . '► iO of Masori County interim nesouroe Ordinance . The following setbacks from the stream apply = Vegetation area 25 feet , In this area the land should remain undisturbed, and should be maintained in a natural condition; building setback 40 feet , all structures shall be at least this distance fr,�m stream; Management area 50 foe+t , in this area care should be taken not to conduct land uses which may be detriFnental to water quality . 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 bydate by PLUMBING Groundwork Attic OTHER date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by I I 1 I 1 I ------------ MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 4 ) All upland arreas dI &turbed or newiV ci-eated by r.anstruot: ion activities iwhal l be seeded , vegetated or given some other equivalent type of protection against erasion . X � - 5) Pt oper di sposa I of ron� t r•uct Ion debr, It', mu,,t be on uplands , 1 n such a manner that debr- i s cannot prgter wet l ands or cause water quality degradation of adjacent water . X 6) 7e:mporary Eros l on control moosure s must be implemented to pr-event water quality degradation of adjacent water�s or wetlands . t 7 ) ALL CLEARING, CUTTING, GRADING, FXCAVArING, 1EHRACING, F ILL. ING AND SIMIt IAR WOPK WILL low REGULATED BY THE REGU I REMENTS PURSUANT To CHAPTFR 70 Ol` THE UNIFORM BUILDING CODE . X Q ) Att. SURFACE: WATER AND F'I ENT i AI. RIINOF F W l t.L RE CONTR01 L rD ON SITE AND `;HAIL N01 ADVERSI_Y AF'I'FCT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY Ft-OW ENTERING OR ABUTTING 170 ANY S1 ATE Oil COUNTY CIJL.VE.R'r I NGl D! TCIi i NG SYSTEM 014 ROAD WAY x ... 9) A l l f I I 19 sha i I be riompacstecf to a m I rr i tnctm of go `ieroer1t of max i mum densitV X i CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by Feundation Walls date by Set Up dale 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 d date by ate by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by i it it I 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 Za Ald/a/ 10C-AIA2V OJQ Jf� S Phone# V,�j5�- Fire District# Site Address___ �/0 City fL1a ev St W-h Zip T�S�ry Owner Address o S Tu.Q N F,e �(yF City . /7 f St jW zip Describe Work 40 U�7`� is ,p a,�� 6 Y-9 Ale ,�U 4adt a OV- 7 O 0 Wju #2 Contractor Name Reg# Address Expiry i City St Zip Phone# #3 Engineer's Name a �f' Phone# Address City St Zip #4 Parcel No. 'V20/ - / Legal Description Q ,z3l �- L(-4/ �9- #5 Number of cubic yards to be excavated: 1- 14 Number of cubic yards to be filled: _ �Qn M SAC I�,P.1 L 13Av 401R barR 7V Number of cubic yards to be graded: - Itoo #6 Will this be a balanced cut and fill entirely within the site? Yes `k No If No: Will fill be brought on site? Yes No Where does imported fill originate from? 1ae r ,4,e4K a f (!�;P,A Y-j-tf Z- Does fill contain any potentially hazardous materials? Yes No #7 Will excavated materials be taken off site?Yes No If Yes: Where will excavated materials be taken? #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 100/ A/ 0 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 �(O Lakes Wetlands Saltwater N D Slope greater than 15%__�,/O 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? Z/0 #14 Will the proposed land surface modification change the quality, quantity, or velocity of storm water/groundwater? Zo #15 What methods, if any, will be utilized to minimize erosion and possible sedimentation into nearby waters during and after construction? 4,4614Z T— rQ,A C S V'- ��d W CDC s — &r,Yj( u b S 17 #16 Will this land modification result in the redirection of any surface water runoff onto adjacent properties? ALIL ,Al F #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? ,IVo t /YE,-/7 F/J #18 Will the land be replanted upon completion? 1/G� If yes, with what types of plants? (�J0?&C�Vt Zn A/En i f/�Q rc #19 Will this modification result in slopes steeper than those currently on the site? U 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 BUILDING DEPARTMENT. DEPARTMENT. X OWNER X BY DATE DATE i FOR OFFICIAL USE ONLY:Accepted by: Date: DEPARTMENTAL REVIEW Planning APP COND APP HOLD S !1 - -r Building Environmental i I I I Other Special Conditions FEES Grading Permit Plan Review ._Z. S� Site Inspection Violation Fee Other TOTAL FEES $ 5 y2019 .31-9�pzo 11/14/00 Information Summary for Case #: GRD96-00013 3:15:24 PSI Activity Hold Updated Activity Description Date 1 Date 2 Date 3 Disp. Level By Updated GRDA010 Application received 5/21/96 KW 5/21/96 GRDA040 RLC Checklist Review KW 5/21/96 GRDA100 Building review 5/22/96 7/17/96 7/17/96 DONE SKM 7/18/96 GRDA110 Planning review 5/22/96 5/31/96 DONE PBC 5/31/96 GRDA130 Environmental Health Review 5/21/96 KW 5/21/96 GRDA050 Approved For Issuance 8/15/96 DONE NJP 8/15/96 GRDA500 (F) Issue permit 8/15/96 DONE NJP 8115/96 GRDB002 Intermediate Inspection 5/12/98 DONE TLG 8/21/98 Owner is still bringing fill materials to the site.Broken concrete,dirt mixed with organic materials.,These are being dumped around the foundation GRDA560 Permit cancelled 1/6/99 DONE KW 1/18/99 GRDA911 Permit Extension 11/14/00 11/14/00 DONE No Hold GDR 11/14/00 Condition Cond. Stat. Changed Updated Code Title Hold Status Changed By Tag Updated By 0060 Erosion Protection Not Met 5131/96 PBC 5/31/96 PBC All upland areas disturbed or newly created by construction activities shall be seeded,vegetated or given some other equivalent type of protection against erosion.X 0080 Water Quality Not Met 5/31/96 PBC 5/31/96 PBC Q Proper disposal of construction debris must be on uplands,in such a manner that debris cannot enter wetlands or cause water quality degradation of adjacent waters.X Z 1000 **CUSTOM CONDITION** Not Met 5/31/96 PBC 5/31/96 PBC 4 G Property is adjacent to Type IV stream regulated under Chapter 17.01.110 of Mason County Interim Resource r Ordinance. The following setbacks from the stream apply:Vegetation area 25 feet, in this area the land should r remain undisturbed,and should be maintained in a natural condition;building setback 40 feet,all structures shall be at least this distance from stream;Management Area 50 feet,in this area care should be taken not to conduct land uses < which may be detrimental to water quality. x 0070 Erosion Protection Not Met 7/18/96 SKM All upland areas disturbed or newly created by construction activities shall be seeded,vegetated or given some other 4 q1 equivalent type of protection against erosion.X ,4 0090 Water Quality Not Met 7/18/96 SKM Proper disposal of construction debris must be on uplands, in such a manner that debris cannot enter wetlands or cause water quality degradation of adjacent waters.X C 0140 Temporary Erosion Control Not Met 7/18/96 SKM Temporary Erosion control measures must be implemented to prevent water quality degradation of adjacent waters or p wetlands.X D 0153 GENERAL CHAPTER 70 Not Met 7/18/96 SKM ALL CLEARING,CUTTING,GRADING, EXCAVATING,TERRACING, FILLING AND SIMILIAR WORK WILL BE + REGULATED BY THE REQUIREMENTS PURSUANT TO CHAPTER 70 OF THE UNIFORM BUILDING CODE. O X 'L 0154 SURFACE WATER CONTROL Not Met 7/18196 SKM ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY x 0152 FILL COMPACTION Not Met 7/18/96 SKM All fills shall be compacted to a minimum of 90 percent of maximum density.X 10i3i00 Activities for Case #: GRD96-00013 9:53:30 AM Assigned Hold Updated Activity Description Date 1 Date 2 Date 3 To Done By Disp. Level By Updated Notes GRDA010 Application received 5/21/96 KW 5/21/96 GRDA040 RLC Checklist Review KW 5/21/96 GRDA100 Building review 5/22/96 7/17/96 7/17/96 SKM DONE SKM 7/18/96 Planning review 5/22/96 5/31/96 PBC DONE PBC 5/3 /96 GRDA110 9 1 GRDA130 Environmental Health Review 5/21/96 KW 5/21/96 GRDA050 Approved For Issuance 8/15/96 NJP DONE NJP 8/15/96 GRDA500 (F)Issue permit 8/15/96 NJP DONE NJP 8/15/96 GRDB002 Intermediate Inspection 5/12/98 GDR DONE TLG 8/21/98 Owner is still bringing fill materials to the site. Broken concrete,dirt mixed with organic materials.,These are being dumped around the foundation GRDA560 Permit cancelled 1/6/99 KW DONE KW 1/18/99 f / — s ? Alt) ow Gov.-� P✓n�� fi �s ;s�. C`�r��e f f , 1 Page 1 of 1 MASCN COUNTY - DEPARTMENT of GENERAL SERVICES - - Mason County61ag. II 426 W.Cedar ......- 1 P.O.Box 186 Shelton,Washington 9858d - (360)427-9670 rescr•p • e a da on. e yr men Re " e e . ... . ... . ... ... e Res c ei comer 4� eft to.............aW Sergi MINIMUM FOOTING REINFORCEMENT: (2) #4 bars, typical all cases. VERTICAL WALL REINFORCEMIENT: ---- - #4 bars not to 'xceed spacing of 18" on center. _ 2"ROM inside face MINImum HORIZONTAL WALL °° --�— REINFORCEMENT: Q �` 'z : ii: ---t- 6" wall (5'0" max): (4) 94 bars, spacing ga not to exceed 18" on center ° ' Ole- �. °° °• 8" wail (8'0"max): 44 bars at 10" m . /° •; _�.:-;-�;: . .a_ �� on center or 95 bars at 15" on center •, 40S r- Top bar placed not more than 7" from top of O • ••� wall in all cases. FOUNDATIONS FOR STUD BEARING WALLS a - °o ` NIINEwuM REQUIREMENTS) O , �y • . .j..� �Otft�3Q �70..'CCd ................. �10tLA6t.17E _..y O .� 78 .. ,. • : '•` fooli� thf�riar< .widt�t ........ ..... 1 12" 1 6" 1 12" 2 18 7" 15 8--0„ Max. 3 24" 8" 18" 1 Based on UBC Table 29-A Minimum concrete strength 2000 psi at 28 days Floor diaphragms and slab must be in place prior to back, UL Minimum grade 40,reinforcing steel Lap splices shall be a minimum of l5'. Anchor bolts (112"xl0') shall be placed a maximum spacing of 48"on center. Any variation to the prescribed reinforcement must be approved by the Building Official ---------------------------------- --- ------ ----------------------------- ----- -- ------- The above information is a requirement for minimum steel placement in residential foundations. If you have questions call the Mason County Building Dept. at (306) 427-9670 ext 355.