The URL can be used to link to this page

Home My WebLink AboutGRD2005-00009 - GRD Permit / Conditions - 9/8/2005 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 E IP14 Shelton,WA 98584 LAND MODIFICATION BUILDING PERMIT GRD2005-00009 OWNER: WATERMARK ESTATE MNGMNT SERV., LLC RECEIVED: 5/4/2005 CONTRACTOR: LICENSE: EXP: ISSUED: 9/8/2005 1 ENGINEER: LICENSE: EXP: EXPIRES: SITE ADDRESS: 6999 E STATE ROUTE 106 UNION PARCEL NUMBER: 322335000903 LEGAL DESCRIPTION: SUNNY BEACH TR 5 S OF R/W PROJECT DESCRIPTION: DIRECTIONS TO SITE: 12,000 CUT AND 3000 FILL, Site preparation and limited demolition FROM UNION WA TAKE SR 106 EAST TO ALDERBROOK JSUT WEST ON THE ALDERBROOK RESORT AND BEACH DRIVE Inspection Area: Fill?: Yes Comp. Plan Desig.: Rural Grading?: Yes IRO Desig.: Cutting?: Yes Shoreline Desig.: Urban Area Graded: 18,800.00 Square Feet SEPA?: Yes Cubic Yards: 15,000.00 FEES Type By Date Amount Receipt Grading Plan Check Fee NJP 5/4/2005 $73.75 S22005000 Planning Review Fee NJP 5/4/2005 $155.00 S22005000 Geotechnical Asses. NJP 5/4/2005 $175.00 S22005000 Grading Permit Fee NJP 5/4/2005 $391.00 S22005000 Grading Permit Fee NJP 5/4/2005 $391.00 S12005000 Public Works Review NJP 5/4/2005 $39.22 S12005000 Public Works Review AT 5/10/2005 $235.32 S12005000 T:,tal $1,460.29 GRD2005-00009 Please referto the following page(s)for conditions of this permit. 1 of 5 CONDITIONS FOR GRD2005.00009 1) Permit is required for the propane tank and the placement will requirer Inspection. - ! X For the gas line placement inspection will be required before back fill is done. Gas line is required to be under test before back fill. 2) A 20 foot wide fire apparatus access road is required to extend within 150 feet of any portion of the exterior walls of the building. An unobstructed vertical clearance of 13 feet, 6 inches is required. Dead-end fire apparatus access roads longer than 150 feet are required to have an approved turnaround. The maximum grade of a fire apparatus access road is 14%. X jr- 3) Where a portion of the facility or building hereafter constructed is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided. X - A fire protection system may be required dependant on the proposed use or future use of individual buildings and their occupancy classification. X Z_ An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. X Fire apparatus access roads standards chapter 14.17 of the Mason County Building Code shall be adhered to, (see attached). X TC= 4) PURSUANT TO 1997 UNIFORM BUILDING CODE, 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 REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X 5) Cut and fill slopes shall be setback from site boundaries in accordance with Section 14.44.190. X 6) The owner/applicant shall provide to Mason County inspection reports prepared by the engineer record, complying with the requirements as noted in Chapter 14.44, section 14.44.220 through 14.44.230. X 7) 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 WAYx GRD2005-00009 Please referto the following page(s)for conditions of this permit. 2 of 5 i 8) ALL CLEARING,CUTTING, GRADING, EXCAVATING, TERRACING, FILLING AND SIMILIAR WORK WILL BE REGULATED BY THE ,,REQUIREMENTS PURSUANT TO THE MASON COUNTY GRADING PERMIT STANDARDS ADOPTED BY RESOLUTION 141-96 and MASON COUNTY CODE, TITLE 14, CHAPTER 14.44. X 9) The approval of the utility vaults 3 sided bridge structure is conditional upon the applicant/contractor providing to Mason County Building Department the manufacturer's certification that the structure is designed and constructed for installation at the subject site meet the HS-20 loading or greater requirement. This document must be provided prior to final inspection by Mason County. X � 10) This permit is approved for the clearing/grading activities and also includes the gas piping as indicated on Exhibit 23 and attached to the inspection/permit documents in addition to demolition as noted on plans.. Separate permits are required for the propane tanks, any fence over 6' in height, retaining walls over 4' in height, including those associated with sports courts/tennis courts, must be obtained prior to installation or construction. Retaining walls and fences exempted from Mason County Building Permit requirements will include those constructed in the WSDOT Right of Way. Permits and/or permission must be obtained from WSDOT prior to construction in the Right of way. X�- Pursuant to Mason County Code, Section 14.08.030 (3), permits are required for the construction of pedestrian and small private foot bridges. The plan indicates there are foot bridges for which a separate building permit is required prior to construction. X This approval is not intended to express or imply an other approvals for any other type of development activitites that may appear on the plan sheets or in the permit submittal documents, other than clearing/grading activities, associated stormwater features, demolition indicated and propane line distribution. X -,I(Z— This permit does not grant approval for work associated with septic system. Approval for sewage disposal improvements or development must be obtained from Mason County Environmental Health Services Department. X 11) Conditions of associated MEP and SEPA permits are to be adhered to AL GRD2005-00009 Please referto the following page(s)for conditions of this permit. 3 of 5 12) The following documents are to remain attached to the Grading Permit and accessible during construction for inspection by Mason County Staff 1) Geotechnical and Hydrogeologic Report prepared by Shannon and Wilson Inc dated April 21, 2005 with reference to Section 5.10 through and including 5.13 2)Storm Drainage Report prepared by Magnusson Klemenec Associates dated May 3, 2005 3) Mason County Environmental Checklist prepared by Olson, Sundberg Kundig in its entirety with reference to , Exhibits 4 Demolition, Exhibit 9 Grading, Exhibit 10 Drainage, Exhibit 22 Grading within Buffers 4)Title 14, Chapter 14.17 Standards for Fire Apparatus Road Access Standards 5) IDC-MCPW prepared by AAT dated July 14, 3005, copy of MC AF#1840678 O & M Covenant and vault specs 6) Topographic Survey-2 pgs prepared by Bush, Roed & Hitchings Inc 7) Exhibit 23-Propane Distribution Approval X 13) Grading permit is conditional per the MEP2005-00037 and SEP2005-00052. X --Tl�— -- This permit becomes null and void if work orconstruction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuati o w is a progress inspection within the 180 day period. Final in pection must be approved before building can be occupied. OWN ER OR AGENT: DATE: ® zoo GRD2005-00009 Please referto the following page(s)for conditions of this permit. 4 of 5 r------------ U A l C M I T I C T f EXISTING IMPERVIOUS SURFACES TO BE REMOVED :•,�f••• f..111.,WA f�10� 150' SETBACK FROM DALBY CREEK T::ios':i2A.5&7o° PROPOSED NEW IMPERVIOUS SURFACES EASTERLY ORDINARY HIGH WATER LINE OF DALBY CREEK I I 150' SETBACK FROM DALBY CREEK LOT 10 I NEW PAVING: L---------- ` ---- I 1470 S REMOVE PAVING �. LOT 1: NEW PAVING: J I \ 3080 S / 2440SF I ——— -- I \ I UNK]N LO (S- — — / SLOT 7 N — a / -� `Y > I WRESK)ENCES Wi�WA i LOT 9 (S) —— — — 1— 1 — _ LOT 1 I NEW PAVI G: — LOT 9 �— — — 1640SF I I I I I NEW PAVI _ L LOT 2 130SFNEW J I PAVING. LOT 1: REMOVE —————— 230 SF I PAVING: \ I REMOVE PAVING: 3810 SF —— \ \ O I 160 S ——— — EXPANDED PATIO439 SF : I o -------� r------ f _ --- LOT 3j NEW PAVING: �I I NO SIGNIFICANT GRADING NEW PAVING: `;= I \ THIS AREA LOT 4 �\ I I —— err IMPERVIOUS FROMSETBACK I LOT 8 DEMOLISHED __ —�-—————_ FROM ALDERBROOK CREEK L—————ML�� _LOT 5 I SURFACES WESTERLY ORDINARY HIGH 220SF , IN BUFFERS DEMOLISHED I dd.. 04-21-05 WATER LINE OF ALDERBROOK CREEK. BUILDING: 1 NEW SURFACES I Lb s: 04005.01 820SF r 1052 SF I ' o too' zoo' 300' MOVED BUILDING I 125' SETBACK FROM LOT 6 441 SF IN I MEAN WATER LINE ————J BUFFER ——— ——— n�~—HOHWM OOD OC F .adr m r--ram EXHIBIT 21 J"l m6w 0F��.�i�t> I• oASou _ vim■ ° o e� 3 i / r 3 S ., '7/lFy _�w �, ° ��Qm�r � ^ J•_C � .. a Aia n � � 1" ��Wtl/J� �iiu '1 ..� 1i' rt C '��\ .;•�"'11 / - OF SIIIs1A 1°i-� o„• -QaN IN �-jlNll - $n -` ,. fa►f. '� •iy;_ �.�1 •� (. ir�ly//'iii o �s,/ ,r, i:.J'- �n1e1,u4A�.PIpp'��i q u I��IeQE IIU AE{ Itlu'E i�ElElnllt� "1 fII,�N �'1 a ✓4e� ��fii �it .`. , � � 1 /mNO x v�ao i n , I `- R�'. �.'- s/KR�C /� ram• � .� � Sul.- q/ y.•will 4��`. 4�y��v.: ° r--------------- V I A i C M I T L C T i i��111��LWA 1�IOI 150' SETBACK FROM DALBY CREEK T::206.42A.5470 I \ I AREA OF GRADING FOR GRADING VOLUMES, SEE GRADING PLANS C2.11—C2.13 I I � I _ I L__————— I EASTERLY ORDINARY HIGH WATER LINE OF DALBY CREEK 150' SETBACK FROM DALBY CREEK I I L ---- 7--�---- UNION LOT;(S) / / —— \ SLOT 7 (N� —— — ' �% i Woo,WA WRESIDBVM LOT 9 (S) j 'r LOT 1 I LOT s _ _ — ---- y=--- _-- —— LOT 2j OHWM OF I I I �`�� •\\,r L--J-----J �\\ % HOOD CANAL I \� / --- LOT 31 LOT 41 w. GRADING I 150' SETBACK L __ �—�-—————__ I FROM ALDERBROOK CREEK \ r� �' _ LOT 5 i IN BUFFER WESTERLY ORDINARY HIGH I I 125' SETBACK FROM I di. 05--O�` ER LINE OF ALDERBROOK CREEK. MEAN WATER LINE I bpi: 04005.01�.01 0 100' 200' 300' — —��`� \ LOT 6J ---�/--- ------;------------ udc mmrdd f1 EXHIBIT 22 .h..Lrmflbw I