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HomeMy WebLinkAboutEX_02_P_Plan_Set_060522_v3SITE PLAN SUBJECT PROPERTY SHEETA1.0 NWS-2021-XXX 11PAGE 1 OF Pin: 334210-3895 Legal Description: HILLMANS LK WN GARDEN OF EDEN # 1 POR OF LOTS 56-57 & 58 & OF ADJ 2ND CL SH LDS DAF BEG AT INTX OF S LN OF LOT 58 WITH GOV MDR LN TH S 80-13-02 W 42.78 FT TH N 72-03-18 W 99.44 FT TH S 89-50-57 W 190.56 FT TO INNER HARBOR LN TH N 23-40-00 E ALG SD HARBOR LN 52.76 FT TH N 89-50-57 E 219.38 FT TH S 75-24-20 E 83.14 FT TH S 61-50-30 E 22.86 FT TH N 89-50-57 E TO ELY LN OF BLK A TH SLY ALG SD ELY LN TO S LN OF LOT 58 TH S 89-50-57 W ALG SD S LN TO BEG TGW POR OF LOTS 57 & 58 & OF ADJ 2ND CL SH LDS DAF BEG AT INTX OF S LN OF LOT 58 WITH MDR LN TH S 80-13-02 W 42.78 FT TO TPOB TH N 72-03-18 W 99.44 FT TH S 89-50-57 W 190.56 FT TO INNER HARBOR LN TH S 23-40-00 W ALG SD HARBOR LN TAP S 80-13-02 W FR TPOB TH N 80-13-02 E TO TPOB Plat Block: A Plat Lot: 56-57-58 LAT: 47.51909 LONG: -122.21122 N Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/20/2022 1:00 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake WashingtonRECEIVED 05/06/2022 JDing PLANNING DIVISION DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 EXISTING CONDITIONS SHEETA2.0 NWS-2021-XXX 11PAGE 2 OF N 7.5'0'15'30' SCALE: 1" = 30'-0" LAKE WASHINGTON SUBJECT PROPERTY: LEW RESIDENCE 3101 MOUNTAIN VIEW AVE N 98056 Parcel #: 334210-3895 LATERAL LINE MORGAN LAURA S+JAMES C 3103 MOUNTAIN VIEW AVE N 98056 EXISTING PIER: NO WORK PROPOSED 10' SETBACK **CLEAN UP LAKE AROUND PROJECT** OHWM 30' OFFSET BURR ROBERT H 3013 MOUNTAIN VIEW AVE N 98056 15' DEPTH BEYOND VIEWPORT Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/20/2022 1:00 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake WashingtonLATERAL LI N E 10' SETBAC K EXISTING CONCRETE BULKHEAD TO REMAIN EXISTING PIER: NO WORK PROPOSED EXISTING PIER: NO WORK PROPOSED OHWM -21.8' SEWER LINE VERIFIED IN FIELD PROPERTY LINE PROPERTY LINE DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 41'-6" TO NEIGHBOR'S DOCK 126'-3" TO NEIGHBOR'S DOCK 3'-10" 159'-10"SHEETA3.0 NWS-2021-XXX 11PAGE 3 OF PROPOSED CONDITIONS N **CLEAN UP LAKE AROUND PROJECT** Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/20/2022 1:00 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake Washington7.5'0'15'30' SCALE: 1" = 30'-0" LAKE WASHINGTON SUBJECT PROPERTY: LEW RESIDENCE 3101 MOUNTAIN VIEW AVE N 98056 Parcel #: 334210-3895 LATERAL LINE MORGAN LAURA S+JAMES C 3103 MOUNTAIN VIEW AVE N 98056 EXISTING PIER: NO WORK PROPOSED 10' SETBACK OHWM 30' OFFSET BURR ROBERT H 3013 MOUNTAIN VIEW AVE N 98056 15' DEPTH BEYOND VIEWPORT LATERAL L I N E 10' SETBAC K EXISTING CONCRETE BULKHEAD TO REMAIN EXISTING PIER: NO WORK PROPOSED EXISTING PIER: NO WORK PROPOSED OHWM -21.8' SEWER LINE VERIFIED IN FIELD PROPOSED DOCK w/ GRATED DECKING MATERIAL PROPERTY LINE PROPERTY LINE DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 LEGEND (20) PROPOSED 8" EPOXY COATED STEEL PILES - TO BE ADDED Area: 599 sqft (over water decking) Area: 613 sqft (new grated decking) **Grated decking material is 43% light permeable A'A' 3'-10" 159'-10" 18' 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 16'-9"16'-7"11'-9"11'-9"11'-9"16'-9"16'-9"16'-9"16'-9"SHEETA4.0 NWS-2021-XXX 11PAGE 4 OF PIER DETAILS PROPOSED PLAN VIEW Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/28/2022 2:51 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake WashingtonSHORELINE SEWER LINE VERIFIED IN FIELD 5' SEWER LINE OFFSETS DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 5'-1"4'-8"4'-6"4'-4"4'3'-10"3'-7"LAKE WASHINGTON OHWL 1'-6" 159'-10" EXISTING MUD SUBSTRATE 5'-7"6'4'SHEETA5.0 NWS-2021-XXX 11PAGE 5 OF PIER DETAILS PROPOSED SECTION VIEW: A'-A' Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/28/2022 2:51 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake WashingtonSEWER LINE VERIFIED IN FIELD EXISTING CONCRETE BULKHEAD TO REMAIN DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 41'-6" TO NEIGHBOR'S DOCK 126'-3" TO NEIGHBOR'S DOCK 3'-10" 159'-10" OHWL Flotation Sediment Containment Curtain Weighted Chain EXISTING LAKEBED/SOIL DETAIL 1.1 DETAIL 1.2 SHEETA6.0 NWS-2021-XXX 11PAGE 6 OF BMP INFORMATION BMP NOTES: DETAIL 1.1 & 1.2 1.2 SHEET A6.0 1.1 SHEET A6.0 TEMP. SEDIMENT CURTAIN LAKE WASHINGTON LATERAL LIN E A. Constant vigilance shall be kept for the presence of protected fish species during all aspects of the proposed action, particularly during in-water activities such as vessel movement, deployment of anchors & spuds, pile driving, dredging, and placement of gravels and other fill. 1. The project manager shall designate an appropriate number of competent observers to survey the project site and adjacent areas for protected species, including the presence of fish as conditions allow. 2. Visual surveys shall be made prior to the start of work each day, and prior to resumption of work following any break of more than an hour. Periodic additional visual surveys throughout the work day are strongly recommended. 3. All in-water work shall be done during the in-water work window for the waterbody. Where there is a difference between the USCOE and WDFW work windows, the overlap of the two shall apply. 4. All pile driving and extraction shall be postponed or halted when obvious aggregations or schooling of fish are observed within 50 yards of that work, and shall only begin/resume after the animals have voluntarily departed the area. 5. When piloting vessels, vessel operators shall operate at speeds and power settings to avoid grounding vessels, and minimize substrate scour and mobilization of bottom sediments. B. No contamination of the marine environment shall result from project-related activities. 1. Appropriate materials to contain and clean potential spills shall be stored and readily available at the work site and/or aboard project-related vessels. 2. The project manager and heavy equipment operators shall perform daily pre-work equipment inspections for cleanliness and leaks. All heavy equipment operations shall be postponed or halted should a leak be detected, and shall not proceed until the leak is repaired and the equipment is cleaned. 3. To the greatest extent practicable, utilize biodegradable oils for equipment that would be operated in or near water. 4. Fueling of land-based vehicles and equipment shall take place at least 50 feet away from the water, preferably over an impervious surface. Fueling of vessels shall be done at approved fueling facilities. 5. Turbidity and siltation from project-related work shall be minimized and contained through the appropriate use of erosion control practices, effective silt containment devices, and the curtailment of work during adverse weather and tidal/flow conditions. 6. All wastes shall be collected and contained for proper disposal at approved upland disposal sites appropriate for the material(s). 7. When removing piles and other similarly treated wood, containment booms must fully enclose the work area. Wood debris, oils, and any other materials released into lake waters must be collected, removed, and properly disposed of at approved disposal sites. 8. All in- and over-water wood cutting would be limited to the minimum required to remove the subject wood component, and all cutting work should be enclosed within floating containment booms. 9. When removing piles, no actions shall be taken that would cause adhering sediments to return to lake waters. 10.Above-water containment shall be installed around removed piles to prevent sediment laden waters from returning to lake waters. 11.Construction staging (including stocking of materials, etc.) will occur on the supply barge. 12.All Exposed wood to be used on the project will be treated with a cheminite treatment. Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/20/2022 1:00 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake WashingtonLATERAL LINE 10' SETBACK 10' OFFSET DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 10' 25' 41'-6" TO NEIGHBOR'S DOCK 126'-3" TO NEIGHBOR'S DOCK 159'-10" CONSTRUCT MOUND OF EXCAVATED SOIL TO SET ROOTBALL AT PROPER ELEVATION FINISHED GRADE SETTLE BACKFILL WITH WATER IMMEDIATELY AFTER PLANTING. ADD BACKFILL AS NECESSARY TO ACHIEVE LEVEL SURFACE DEPTH AS NECESSARY TO ACHIEVE PROPER HEIGHT OF TRUNK FLARE 5' DIAMETER PLANTING PIT REMOVE ALL WIRE, TWINE, AND BURLAP FROM ROOTBALL. SCARIFY AND CUT GIRDLING ROOTS. SET CROWN OF ROOTBALL AT TOP OF BACKFILL/FINISH GRADE. REMOVE EXCESS SOIL FROM TOP OF ROOTBALL TO EXPOSE CROWN. 2" DIAMETER X 6' TALL WITH TAPERED BOTTOM, PRESSURE TREATED LODGEPOLE TREE STAKE CENTER TREE IN PIT AND SET PLUMB AND STRAIGHT, ADJUST TREE BY MOVING ROOTBALL WHILE PROTECTING THE CROWN FROM BREAKING. DO NOT ADJUST TREE BY MOVING ONLY THE TRUNK 1/3 THE TREE HEIGHT 30" NOTES: 1.LOWEST BRANCH HEIGHT SHALL BE 6 FEET ABOVE ROOT CROWN. 2.AVOID DAMAGE TO ROOTBALL - STAKES SHALL NOT PENETRATE ROOTBALL. 3.GUY WIRES WILL NOT BE ACCEPTED 4.PROVIDE STAKING FOR WINDY LOCATION. FORWARD STAKE SHALL BE WINDWARD OF TREE. 5.TREES SHALL BE PLANTED A MINIMUM OF 10 FEET ON CENTER 1 INCH WIDTH BLACK WEBBING FOR TENSIONING TREE. SECURE TO POST USING 1 INCH, 8 GAUGE, GALVANIZED DOUBLE WIRE STAPLES, TWO PER WEB STRAP SHREDDED WOOD MULCH, 3" MIN. COMPACTED DEPTH. PULL MULCH 3" AWAY FROM TRUNK 3" HIGH X 10' WIDE MULCH BERM, COMPACTED FIRMLY PLANTING PIT BACKFILL WITH A MIX OF 3:1 TOPSOIL TO COMPOSTPREVAILINGWINDROOTBALL 3" BERM CENTER OF TREE STEM OR CLUSTER OF TREE STEMS 2" DIAMETER POLE 3" MULCH LAYER, PULL MULCH AWAY FROM STEMS PLANTING PIT BACKFILL WITH A MIX OF 3:1 TOPSOIL TO COMPOST TREE PLANTING DETAILS (NTS) SHRUB AND GROUNDCOVER PLANTING DETAILS (NTS) 3" SEE PLANTING PLAN FOR SPACING NOTES: 1.INSTALLATION SHALL INCLUDE LOOSENING SIDES AND BOTTOM OF PLANTING PIT AND REMOVE DEBRIS 3.THE PIT SHALL BE SOAKED WITH WATER PRIOR TO, AND SUBSEQUENT TO, INSTALLATION 4.PRIOR TO INSTALLATION, LOOSENING OF PLAT ROOTBALLS SHALL OCCUR 5.SHRUBS SHALL BE PLANTED A MINIMUM OF 5 FEET ON CENTER.SHEETA7.0 NWS-2021-XXX 11PAGE 7 OF MITIGATION PLAN Notes: 1.Shrubs are show, and shall be planted, at least five feet on center. Trees are show, and shall be planted, at least ten feet to center. 2.The property owner will implement and abide by the shoreline planting plan. The plants shall be installed before or concurrent with the work authorized by this permit. A report, as-built drawing and photographs demonstrating the plants have been installed or a report on the status of project construction will be submitted to the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch, within 12 months from the date of permit issuance. This reporting requirement may be met by completing and submitting a U.S. Army Corps of Engineers approved Report for Mitigation Work Completion form. 3.The property owner will maintain and monitor the survival of installed shoreline plantings for five years after the U.S. Army Corps of Engineers accepts the as-built report. Installed plants shall achieve 100% survival during monitoring Years 1 and 2. Installed plants shall achieve at least 80% survival during monitoring Years 3, 4 and 5. Percent survival is based on the total number of plants installed in accordance with the approved riparian planting plan. Individual plants that die will be replaced with native riparian species in order to meet the survival performance standards. 4.The property owner will provide annual monitoring reports for five years (Monitoring Years 1-5). Each annual monitoring report will include written and photographic documentation on plant mortality and replanting efforts and will document whether the performance standards are being met. Photos will be taken from established points and used repeatedly for each monitoring year. In addition to photos at designated points, photo documentation will include a panoramic view of the entire planting area. Submitted photos will be formatted on standard 8 1/2 x 11" paper, dated with the date the photo was taken, and clearly labeled with the direction from which the photo was taken. The photo location points will be identified on an appropriate drawing. Annual shoreline planting monitoring reports will be submitted to the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch, by November 31 of each monitoring year. This reporting requirement may be met by completing and submitting a U.S. Army Corps of Engineers approved Mitigation Planting Monitoring Report form. PLANTS: Shrubs to be installed 5ft on center and trees to be installed 10ft on center. PROPOSED PLANTING SPECIES/QUANTITIES SYMBOL LATIN NAME COMMON NAME QTY SIZE Thuja picatta Western Redcedar 3 3 ft Rosa nutkana Nootka Rose 4 1 Gallon Philadelphus lewisii Mock Orange 3 1 Gallon 2 3 ftPinus contorta v contorta Shore pine Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/20/2022 1:00 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake WashingtonSUBJECT PROPERTY: LEW RESIDENCE 3101 MOUNTAIN VIEW AVE N 98056 Parcel #: 334210-3895 DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 SHEETA8.0 NWS-2021-XXX 11PAGE 8 OF EXISTING PLANT PLAN NO EXISTING PLANTS PLAN VIEW EXISTING PLANTS TABLE Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/20/2022 1:00 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake WashingtonDocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 SHEETA9.0 NWS-2021-XXX 11PAGE 9 OF GENERAL NOTES: MATERIALS SPEC LIST: Thruflow Decking Material: FRPP - Fiberglass reinforced polypropylene Light permeable percentage: *Surface - 43% *18" Dock Height - 61% PILES: *All new piles are epoxy coated Steel piles *size varies, see plan set SEWER: *All sewer is field verified by probing the lake bed manually during the allowed work windows for the area. Scope of Work: We propose to drive (20) new 8" steel piles, and construct a 613 sq ft dock covered by grated decking material.Created: 10/06/21Adjacent Owners:BURR ROBERT H3013 MOUNTAIN VIEW AVE N 98056MORGAN LAURA S+JAMES C3103 MOUNTAIN VIEW AVE N 98056Datum: CORPS OF ENGINEERS 1919SE Quarter Of Section 31, Township 24, Range 05Applicant: Lew Residence3101 Mountain View Ave NRenton, WA 98056Last Updated: 4/20/2022 1:00 PM DraySeaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 County: King CountyLocation: Lake WashingtonCODE REFERENCES: Renton We are applying for the permit to be reviewed under the: "4-3-090.E.7 Use Regulations - Piers and Docks" Last permit issued for property: Dock established/constructed: date DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 S1.1STRUCTURAL NOTES 01 04 LEW, SIN RESIDENCE 3101 MOUNTAIN VIEW AVE N RENTON, WA 98056 FOR PERMIT2407 North 31st Street, Suite 100 Tacoma, Washington 98407 (253) 396-0150 Fax (253) 396-0162 Seaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 GENERAL CODES AND STANDARDS DESIGN CRITERIA STRUCTURAL STEEL WELDING WOOD ABBEVIATIONS DECKING 04/26/2022DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 S1.2DECK FRAMING PLAN 02 04 LEW, SIN RESIDENCE 3101 MOUNTAIN VIEW AVE N RENTON, WA 98056 FOR PERMIT2407 North 31st Street, Suite 100 Tacoma, Washington 98407 (253) 396-0150 Fax (253) 396-0162 Seaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 A LEGEND FRAMING PLAN B A 04/26/2022DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 S1.3SECTIONS AND DETAILS 03 04 LEW, SIN RESIDENCE 3101 MOUNTAIN VIEW AVE N RENTON, WA 98056 FOR PERMIT2407 North 31st Street, Suite 100 Tacoma, Washington 98407 (253) 396-0150 Fax (253) 396-0162 Seaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 A SECTION 2 DETAIL1DETAIL B SECTION 1 2 1 C E SECTION C D SECTIONCSECTION D A E 04/26/2022DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4 S1.4SECTIONS AND DETAILS 04 04 LEW, SIN RESIDENCE 3101 MOUNTAIN VIEW AVE N RENTON, WA 98056 FOR PERMIT2407 North 31st Street, Suite 100 Tacoma, Washington 98407 (253) 396-0150 Fax (253) 396-0162 Seaborn Pile Driving 1080 W Ewing St Seattle, WA 98119 Office: 206-236-1700 ext. 3 www.seabornpiledriving.com B U I L T BY B O R NAE S E S T D 1 9 4 7 A SECTION 1 04/26/2022DocuSign Envelope ID: 88C7ABCD-C852-4852-A47B-8152FCCAC4F4