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HomeMy WebLinkAboutBLD2023-00226 Garage, Carport - BLD Inspections - 9/3/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 1 4 I SHELTON: 360-427-9670, EXT 352 0,1 COMMUNITY SERVICES BELFAIR: 360-275-4467, EXT 352 Building,Planning,Environmental l lw]th Community 14"Ith ELMA: 360-482-5269, EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2023-00226 Date Issued 04/12/2023 Issued By Project CONSTRUCT NEW DETACHED GARAGE&CARPORT W/PORCH COVER Site Address 8331 E Mason Lake Rd Applicant ROOT DONALD&SALLY Contractor D&J CONSTRUCTION Contractor Phone 360.533.6777 Primary Code UPC IBC, IRC,IFC, IEC,IMC,& Type Permit Type GARAGE/STORAGE Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Department Building Official: Community Services Designee Concrete Setbacks - Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing -2 712,3, S4 Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building -� Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other r , f MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-482-52 Be lm ext.352 360-482-5269 Elma ext.352 Building, Planning, Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: a b 2► 22-Q D o?Ce ,, A ADDRESS/LOCATION: U c2)I /`� C. S O n Ct e rc-1 . FINDINGS: a. 0 Y" Dor CQ � �►�, �� � Y +M-0 d O Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ,e<a'll for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: CC-)—{ V` �'� ❑ Please contact our office regarding possible Department: LD structural damage incurred by recent Inspector _ Y f "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER' 1 2 02 _ a ADDRESS/LOCATION: 1 �� FINDINGS: V � l Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ,Make corrections, items will be checked on the next inspection. ❑ OK to Date:�'��'gq ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: d ( "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov E 3-00226 GARAGE/ STORAGE DESCRIPTION: CONSTRUCT NEW DETACHED GARAGE & ISSUED: 04/12/2023 W/ PORCH COVER ESS: 8331 E MASON LAKE RD GRAPEVIEW EXPIRES: 10/09/2023 PARCEL: 221085000004 APPLICANT: ROOT DONALD & SALLY OWNER: ROOT DONALD & SALLY 36 W VIEW DR 36 W VIEW DR HOQUTAM, WA 98550 HOQUTAM, WA98550 360.580.2570 CONTRACTOR: D&J CONSTRUCTION CO OWNER'S REP: HOPPE, NIKKI PO BOX 672 PO BOX 441 HOQUTAM, WA98550 HOQUTAM, WA98550 360.533.6777 360.532.1990 GENERAL CONTRACTOR'S LICENSE: D &J CONSTRUCTION License: DJCON"224RH PO BOX 672 Expires: 02/22/2025 HOQUTAM, WA98550 360.533.6777 VALUATIONS: FEES: Paid Due U VB Utility, miscellaneous 1440.00 $95,731.20 Planning Review Fee $240.00 $0.00 Covered Deck/Carport 360.00 $7,920.00 Plan Check Fee $774.59 $0.00 Covered Deck/Carport 576.00 $12,672.00 State Fee-Residential $6.50 $0.00 Technology Surcharge $39.33 $0.00 Change in Tenant - Minor EH $130.00 $0.00 Plan Review Building Permit Fee $1,191.68 $0.00 Total: $116,323.20 Totals : $2,382.10 $0.00 REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection BLD-Final Inspection Printed by:Genie Mcfarland on:04/12/2023 11:47 AM Page 1 of 5 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov GARAGE/ STORAGE BLD2023-00226 CONDITIONS By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan" to ensure these structures meet the setback conditions listed. REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. " All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. All property lines shall be clearly identified at the time of foundation inspection. Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor & Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415- 4000. When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. For more information contact Public Works, at(360) 427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. Printed by:Genie Mcfarland on:04/12/2023 11:47 AM Page 2 of 5 r , Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov GARAGE/ STORAGE BLD2023-00226 * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450. * WIND LOADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. * A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. * The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. Printed by:Genie Mcfarland on:04/12/2023 11:47 AM Page 3 of 5 r , Mason County 10 Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov GARAGE/ STORAGE BLD2023-00226 * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at (206)357-2620, ext. 630. * Setbacks are measured from the furthest projection of the structure. * This structure is approved as unheated space. To be considered unheated space the area may be provided with a heating system that does not exceed maxium output of 1 watt per square foot., or 3.4 Btu/h per square foot. A permit and approval is required prior to installation of any heating system. When a heating system exceeds 1 watt per sq.ft (or 3.4 btu/h per sq. ft)the heated space shall be insulated in accordance with the energy code in effect at the time of permit application. * This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the international codes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. * Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations. B.) Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/ Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area. Printed by:Genie Mcfarland on:04/12/2023 11:47 AM Page 4 of 5 v Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov GARAGE/ STORAGE BLD2023-00226 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: ,T Contractor or Au�orized Agent: Date: a— Printed by:Genie Mcfarland on:04/12/2023 11:47 AM Page 5 of 5 Ada. S1. 8331 East Mason Lake Rd . _.M,... Grapeview, WA °u1E•1Menp•Ybw A Ro O ,WA GENERAL NO ES: GENERAL NOTES: L�S E LNGINLLHNN6A5—,. Four Seewo Cl DLSIGNPROVISIONS. SUGGESTED QUALITY ASSURANCE PROVISIONS: w MN 55122 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE RETANNG WALL SYSTEM: 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGNEER OR TECHNICYW TO VERIFY FIELD AND SITE SOIL 2670-1008 CONDITIONS.IF THIS WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER,A QU/LLFED GEOTECHNICAL ENGINFERMECHNCIAN SHALL BE CONSULTED IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL SOH PROPERTIERS PERFORMANCE. ZONE �` COH(PSF) y(PCFT DESCRIPTION 2, THE FOUNDATION BLAHS AT THE BASE OF THE WALL(S)SHALL BE NSPECTED BY THE GEOTECHW CAL ENGINEER.ANY REINFORCED FILL 30 0 120 GrevayBY�E UNSUITABLE SOILS OR IMPROPERLY COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED AS DIRECTED Tm�-�lnu11[wNl.r.Lo�M�� RETNNEO FILL 28 0 /20 &By SNM BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. Tnt rnelPv�m lIx. FOUNDATION 2B 50 120 Sty Sad 3. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR GROUNDWATER CONDITIONS.ANY ADDITIONAL DRAINAGE PROVISIONS REWIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL.CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEERSOIL c�,�.m N•1�� GEOTECHNICAL TYPES CHNI AND DESIGN ENGINEER PRIOR WALL C N CONFIRMED R THESE 4, WALL RACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE ENGINEER,MEETING THE MINIMUM REQUIREMENTS OF VOID ECHNCAL ENGINEER PRIOR 70 WALL CONSTRUCTION OR 1}HSE PLANS SHALL BE VOpED, THE APPROVED DESIGN PLANS OR SPECIFICATIONS. 2, THE WALL(S)ARE DESIGNED TO SUPPORT THE FOLLOWING MAXIMUM SURCHARGE StoneTerra Retaining Wall 5, ALL SOH BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER FOR MOISTURE.DENSITY,AND COMPACTION LOADINGS. PERIODICALLY(EVERY 2 VERTICALLY,100.20(T CRC)MEETING THE MND"REQUIREMENTS OF THE APPROVED DESIGN PLANS SHEETINDEX OR SPECIFICATIONS. LAVE LOAD: 100 PRE(PEDESTRIAN) 7-, HN:AVDOY DEAD LOAD: 100 PSF(1IORSE BARN) 8. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL FOR THE CONSTRUCTION OF THE WALL TO ASSURE BACK SLOPE. NOTE TmXN.W. COMPLIANCE WITH COIJT—REQUIREMENTS AND MANTAN RECORDS OF 1T8 QUALITY CONTROL SFJBMC: DggI ed020.,—r J M >�wTK+K\ HYDROSTATIC: NOT APPLICABLE vALE I 7. ALL WALL ELEVATIONS,GRADES,AND BACK SLOPE CONDTNOIS SHALL SE VERIFIED BY THE ENGINEER N THE FIELD FOR CONFORMANCE WITH APPROVED DEMON PUNS.ANY REVISIONS TO THE STRUCTURE GEOMETRY OR DESIGN CRITERIA SHALL NS 3. THE FOUNDATION SO AT WALL LOCATIONS SHALL BE CAPABLE OF SAFELY REQUIRE DESIGN MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPORTING THE MAXIMUM APPLIED BEARING PRESSURE.AS SHOWN ON THE WALL PROFILES.WITHOUT FAILURE OR EXCESSIVE SETTLEMENT.LOCAL REARING CAPACITY H SUNI'ACN:WA'I'Y:N BHAI.I,I/:IIIVY.NfF:H AW A\NROW'1'NY.NYI'AINING WAI.I•WNKRK WA'IT.NCA\INOI'MKDIVF.R'I'm SHALL BE CONFIRMED BY THE SITE GEOTECHNICAL ENGINEER AFTER FOUNDATION NUnFT I'HE ENCUNLU M FOR DESH:V OF A SW ALL TO DI\'ERT THE ROW OR A DROP BOX TO DRAIN THE WATER EXCAVATION AND PRIOR TO WALL CONSTRUCTION, THROUGH THE WALL 4. REFERENCES: 4.1. GEOTECHNICAL REPORT 4.1.1. FIELD VERIFY Re.b�on/bwe 5f27/7023 •..,. 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A nn�.un r.nni 91.00 1 1 241.0 ER SPIGOT AND ` ` BEGIN WALL CTRIC14*41L OUTLc T 11 11 P NORTN OF DEED A ON LAKE OR /,= . m 1 m no 1 .._. 206.00 S122/1023 N 8933'25" E 459.53 (CALC), 487.00 (©EE_D) PLAN NEW FOUND 1/2" IRON-` .1....O T 5 6331 Ea,t Moron L—RO fi1APOYWW,WA s Block Legend Wall 1 Block Description Count 1 N _l0 12Bench(12B) 12"Bench 0 BENCH BLOCK (RACE ENGINEERNG ASSOC. STONE TERRA H12B HALF Half 12"Bench 0 Lag ,M 55122.cl Logan,MN 65122 5Bench(BB) BE e. M s m w . BE » Bench(BB) Bench Block 14 612670.7009 BT eT R er .. sr er HBB Half Bench Block 0 too ST StoneTerra 29 OF BLOCK 36"ST 36"Stone Terra 0 Length(ft) = 48"ST 48"Stone Terra 0 Bmg(psf) c wry. FULL CORNER(FC) Full Corner 0 Wall No:1 HB Half Block 2 Horse Barn 0 5 10 15 20 25 30 35 40 45 5o 55 8o 65 1. THE SECTION SHOWN IS A REPRESENTATIVE WALL SECTION.THE WALL HEIGHTS, BENCH HOCK ELEVATIONS,TOE SLOPES.AND BACK SLOPES VARY ACCORDING TO THE ELEVATION PLAN AND SITE PLAN RESPECTIVELY. 2. UPON EXCAVATION.WHERE UNSUITABLE SOILS ARE FOUND.SUBCUT TO DEPTH'D'AS STOLE TERRA REQUIRED BY THE ONSITE GEOTEGHINK:AL ENGINEER AND REPLACE WITH SUITABLE BATTER Z4• COMPACTED STRUCTURAL FILL TO ACHIEVE THE REOUIRED BEARING CAPACITY.THE STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM 95%STANDARD PROCTOR BB DEN, 3. APPROXIMATE LIMITS OF EXCAVATION VARIES.ACTUAL LIMITS AND SIDE SLOPES TO BE DETERMINED BY CONTRACTOR,FIELD CONDITIONS AND OSHA REGULATIONS. ST 1B'CRUSMED STONE C, THE WALL SHALL BE CONSTRUCTED WITH 96netane UNITS USING THE 2A'SETBACK 5. THE DES"REQUIRES STRATA SG200 SOL REINFORCEMENT AT THE ELEVATIONS SHOWN. ST S. DO NOT BRING HEAVY COMPAC LION OR PAVING EQUIPMENT WITHIN Y OF THE BACK OF THE RETAINING WALL. ae.hio�/owe T. SEE MANUFACTURER INFORMATION FOR ADDITIONAL DETAILS ON THE StonaTe RETANINO WALL SYSTEM. aaAAac W CRUSHEO STONE _ LEV LLND PAD .w NOTE:THE WALL IS NOT SUPPORTING ANY STRUCTI OADS OR 6221023 ROADWAYS.IT IS A LANDSCAPING WALL SUPPORTING A SOIL EMBANKMENT 12 FT AWAY FROM THE HORSE BARN. WALL 1 �i�lgrwl 5±111)21 1'1 STONETERRA SHAPES AND SIZES ff f f fr s r,povbw a f TERRA a3S1EutW,onEeFe6e f 0 ,WA muff museum f ff fff fi,af we iWA4E SYS7 xM 'Block type availability may vary by location RACE ENGINEERING A,,ti[if;. IMMU M:2300 b(1043 Kp) 1851 Four sceeons 1 i VMMMtM 15.5 dt(O 4 m^3) .,!M MN 55122 xce@me.lc.com Overall 24 x 24 x 48 in �.- 612.670-7009 ® z \`�} Wetgm.1750 b(794 Kg) Volume 125 c11(04 113) -y 49 Overell 24 x 24 x 48 n ^ ! '7 �1 48' ...... \�4$' 24" 6. W-01 875 b(397 Kg-) '` -./ WOO-A 660 b(300 Kg) Vftg'A 1375 b(623 Kgl voh m 6 Cft to mA3) Vok+ 4.6 dt(0.13-A3) VOW*,g-6 d1(0.3 m^3) Wegnt.1800 b IBIS Kg) Overall:24.24 x 48 in Ov M 24 x 24 x 46 m 1),".24 x 2,.46 in Volume.12 11 C.10.,14 1^31 Overall'.24.?/x 46 in 1 f f We.ghl.1675 b 1761 Kp1 � Vok n 11 65&1(033 mA3) N 0-11 24.24.48«' VIOW:095 b(315 Kp) VAN*:6.3 dt(0.15 W3) Ovw*24 x 24 x 24 in i -.� W901 905 b(411 Kg) 24' 24 Volans-6 3 dt(0 2 m^3) OMoa 24 x 24 x 24 0 16. i i StpnsTerra Gravity Blocks I '001M p4if1 fk11WRY abcks Are Avellebie 24 24"IMMI-AI r : . WegM:2W.5 b(030 Kg) t, VokgrW 14.77 Cn .2170 b tM K9) ® r MMyM:1965 b f6B3 K91 ® 0,42 m^3) Vogxne-.15 66 dt(0.44 m^31 +� MO M3)1.20 cif ® ® vi .�. Wemig"4010 b 0823 Kp) W.01 5015 b t2260 Kg) 1 „Yleipfx.1640Q�O* Wa1gfM:2090b VdWne 27.9 d1(0.79m13) Ydlme:34.9 dt(O.g9 mA31 OErAll.s (8216�) f15 1 KY) Overdi:24.24.48 m ,.i 0rera8:.24 x 60 x 48 b VOK1m6:13 30 dt I0.361rr3kat 15.f 0 d!(0.43 mA3) +' o-1