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15-103943City of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Building - Single Family Permit #: 15 -103943 -00 -SF r Project Name: JONASSON Project Address: 4346 SW 30717H ST Inspection Request Line: (253) 835-3050 Parcel Number: 112103 9030 Project Description: ADD - Construction of a new retaining wall at the crest of the slide- 24" diameter soldier piles, 6 foot centers and 60 feet deep. Owner ARplicant Contractor Lender CARL F JONASSON CARL F JONASSON KULCHIN FOUNDATION OWNER IS LENDER 4346 SW 307TH ST 4346 SW 307TH ST DRILLING CO FEDERAL WAY WA 98023-2127 FEDERAL WAY WA 98023-2127 KULCHFD995QB (11/9/17) PO BOX 99667 LAKEWOOD WA 98496 Census Category: 434 - Residential alt/add - no change in number of units Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load Floor Areas . ft. 0 0 0 0 Additional Permit Information New / Additional Sq. Feet - I st Floor .................... 0 New / Additional Sq. Feet - 2nd Floor ................... 0 New / Additional Sq. Feet - 3rd Floor....................0 New / Additional Sq. Feet - Basement .................. 0 New / Additional Sq. Feet - Deck..........................0 New / Additional Sq. Feet - Garage ....................... 0 Mechanical to be Included?...................................No New / Additional Sq. Feet - Other .......................... 0 Plumbing to be Included?.......................................No New / Additional Sq. Feet - Total.......................... 0 No Fixtures Associated With This Permit It CONDITIONS: 1.In the event that any ground -disturbing activities or other project activities related to this development uncovers protected cultural material (e.g., bones, shell, antler, horn, or stone tools) the attached Inadvertent Archaeological and Historic Resources Discovery Plan must be implemented. 2.PanGEO must be on site during construction to monitor slope stability conditions and confirm construction activities do not adversely affect site stability. 3.A letter, prepared by'PanGEO, verifying construction of the wall is in compliance with recommendations of the geotechnical report must he submitted no later than 30 days after the walls have been finalled. 4.An as -built survey of the retaining wall is required after the wall is constructed This will provide baseline data for monitoring any long-term movement of the wall. 5.At the time that additional timber lagging and/or additional tiebacks are required, based on the pre -determined height established on sheet SS40 of the submitted plans, please contact the Planning Department to inform them of the construction work that is to occur and to obtain permit approval. rI PERMIT EXPIRES Wednesday, April 13, 2016 Permit ]Issued on Friday, October 16, 2015 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington andpe City of Federal Way. Owner or agent: w 0 CITY OF Federal Way PERMIT #: THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 16 -103943 -00 -SF Address: 4346 SW 307TH ST Project: CARL F JONASSON FEDERAL WAY, WA 98023-2127 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD, Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 SWM Precon Site Mtg (4400)Initial ❑ Erosion Control (4365) Final Electrical Footings/Setback (4110) Approved By To be done prior to breaking ground Approved to place concrete By Date By Date By Date 0 Foundation Wall (4115) ❑ Drainage/Downspout (4040) Final Electrical 0 Slab/Concrete Floor (4255) By Approved to place concrete Approved to backfill Date Approved to place concrete By Date By Date By Date 0 Underfloor Framing (4285) 0 Floor Sheathing (4105)Shear Walls (4245) Approved to sheath floor Approved to install flooring Approved to install siding By Date By Date By Date ❑ Roof Sheathing (4220) 0 Fire/Draft Stops (4095)Interim Erosion Control (4370) Approved to install roofing Approved Approved By Date By Date By Date 0 0 Framing (4120) Prior to scheduling a Framing inspection; Insulation (4150) Electrical, Plumbing & Mechanical Rough -in and Approved to insulate Approved to install wallboard Fire/Draft Stop inspections must be signed -off and IBC 109.3.4 By Date By Date approved. ❑ 0 Gypsum Wallboard Nailing (4130) 0 Final Erosion Control (4375) Final - Building (4050) Approved to install mud & tape Approved Approved By Date By Date By ^ / A/j Date Rough Electrical Approved 1:1Approved Final Electrical Right of Way Approved By Date By Date By Date CONTACTOR CHANGE tPPLICATION CMC*'A RECEIVED Federal Way SUITE/UNIT r PROJECT VALUATION $ 521,000 ZONING ASSESSOR'S TAR/PARCEL M 2 it Z - t q J O (� TYPE OF PERMIT 1 5 1 0 3 9 5 0 S F 1 5 1 0 3 9 4 7 S F 1 9 4 4 S F PERmT NumBE 1 5 - 1 0 3 9 4 3- S F JAN 13 2016 CITY OF FEDERAL WNnuary 11, 2016 TAttWSDA'M SITE ADDRESS 4346 SW 307th St, Federal Way, WA 98023 SUITE/UNIT r PROJECT VALUATION $ 521,000 ZONING ASSESSOR'S TAR/PARCEL M 2 it Z - t q J O (� TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Dumas Bay West Homeowners Slide Repairs J ON C Construct soldier pile walls across 4 roe crests permit PROJECT DESCRIPTION numbers above. The walls consist of 50 foot and 60 foot long steel Detailed description of work to H -piles, encased in lean concrete, some with lagging and tiebacks. be included on this permit only NAME PRIMARY PRONE Jonasson, Reagan, Ansari and Donovan 206-963-1718 PROPERTY OWNERyXAD, ` 307th St carlJonasson Comcast. CITY Federal Way z 1 WA 98023 NAME Kulchin Foundation Drilling Company PHONE 888-4284 NIAILCONTRACTOR �PO Box 99667 DREW pete@kulchin.com CITY Lakewood V1� 1E ZIP 98496 FAX 253-888-4283 WA STATE CONTRACTOR'S LICENSE r KULCHFD995QB EXPIRATION DATE 11 09 17 FEDERAL WAY BUSINZSS LICENSE r Applied & paid for 1/04/1 NAME Carl Jonasson F PHONE 06 963-1718 N[A 4346 SW 307th St I� APPLICANT CITY Federal Way STATE W/q ZIP 98023 FAX NAME PRIMARY PHONIC PROJECT CONTACT Carl Jonasson 206-963-1718 MAILING ADDRESS 4346 SW 307th St WMAD' carl.ionasson Comcast. (The individual to receive and respond to all correspondence CITY Federal Way STATE WA ZIP 98023 FAX concerning this application) PROJECT FINANCING NAME IgI OWNER -FINANCED When value is $5, 000 or more MAILING ADDRESS, CITY, STATE, ZIP PRONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorised agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such ciaimf, which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part of this application. January 12, 2016 SIGNATURE: DATE PRINT NAME: Carl Jonasson Bulletin #100 — December 29, 2015 Pagel of 3 k:\Handouts\Pennit Application let et let 0 • VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ N/A Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fmtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (c-miai( BOILERS FURNACES HOT WATER TANKS COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR VALUE OF PLUMBING WORK PLUMBING PERMIT Geologically hazardous Tacoma Water Lakehaven N/A r # of Additional Information $ N/A EXISTING/PREVIOUS USE Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing res to remain. BATHTUBS (or7Lb/shower combo) LAVS piandSinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (ximhen/Utility( WATER HEATERS (mectric( ADDITION HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIRTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS Geologically hazardous Tacoma Water Lakehaven N/A r # of Additional Information EXISTING/PREVIOUS USE LOT SIZE ft Sq- Feet) ffi8TOG FIRE SPRDIELER SYSTEM? PROPOSED FIRS SUPPRNMON 8Y8TS�l? N/A N/A N/A ❑ Yes ❑ No N/A ❑ Yes ❑ No COMMERCIAL — NEW/ADDITION AREA DESCRIPTION Area in Occupancy Groups) Construction # of Additional Information Square Feet Stories ANEW BUN DINO:. /hy.; ADDITION COMMERCIAL — REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in OccupancyGrou s Construction # of Additional Information Square Feet1 Type Stories TOTAL BUILDING TENANT AREA ONLY Bulletin #100 — December 29, 2015 Page 2 of 3 k:\Handouts\Permit Application Pearson Drilling, Inc. 0 2700 West Commodore Way #202 Seattle INA 98199 Office 425-672-4826 Fax 425-672-4827 Attn: Carl Jonasson Dumas Bay West Homeowners Dumas Bay #035-15 Concrete Submittal Package 00603-2 Please find the attached mix design data consisting of 8 pages. All drilled shafts to be filled per SS1.0 00600 — Materials 'Lean Mix Concrete 1.5 sack mix' Thank you, Ie, i n Rc n ?A7 Pearson Drilling, Inc. MBE/DBE contractor 0 Suite 202; 2700 West Commodore Way Seattle, WA 98199 425.672.4826 425.672.4827 www.PearsonDrillinginc.com SH 19819 67"' Ave NE Arlington, WA 98223 0 63 5900 W Marginal Way So. CALPORTLAND"Seattle, WA 98106 PM 206 764-3075 Certificate of Analysis H4 20o 764-7176 Source: Ssangyong, So Korea We hearby certify that CalPortland (1-ot # 15-279) 'fypc I/11 l.,ow Alkali cement meets the standard requirements of ASTM C 150 for °l'ype I and Type It low alkali cement. Additionally Cail'ortland Type 1.111 I.,ow Alkali cement meets the requirements of AASI ITQ M-85 for Type I cement. Fallowing are the chemical and physical testing results of this cement. ASTM C-150 requirements Chemical Requirements Additional Lot# 15-279 Oak I Larbour Type I Type 1.1 Results Data Requirements Requirements Limestone Silicon dioxide. (Si02) --- --. 20.4 7.4 Aluminum oxide (A1203), max. % --- 6.0 4,8 2.6 Ferric oxide (Fc203), max. % (Note 1) - 6.0 3.2 1.2 Calcium Oxide (CaO) --- --- 63,4 47.1 Magnesium oxide: (MgO), max. % 6.0 6.0 2.6 2.9 Sulfur trioxide (S03), max. %p 3.0 3.0 2.8 0.0 Loss on ignition, max. % 3.0 3.0 1.6 Insoluble residue, max. % 0.75 0.75 0.28 Base Alkalies (Na20 +-0.658 K20), max. % 0.60 0.60 0,50 Cement Tricalcium silicate (C3S) % --- -•- 55 57 Dicalcium Silicate (C2S) % _. _.. 16 17 Tricfticiutn aluminate (C3A), max. %u __ 8 7 7 Tetracalcium aluminoferrite,(C'4AI-') % --- --- 10 10 11/oCO2 --- _-_ 1.2 %CaCO3 in limestone min. 70 70 86 %L.imestone max. 5.0 5'.0 3,3 Physical Requirements Air content of mortar, max. % 12 12 6 Passing 45 um (it325) sieve % --- --- 97 Blaine Fineness, min m`/kg 260 260 410 Autoclave expansion, max. % 0.80 0.80 0.01 Compressive strength psi, Mpa, min, I 1)av psi --- --- 2245 psi Mpa --- --- 15.5 Mpa 3 Day psi 1740 1450 4045 psi Mpa 12 10 27,9 Mpa 7 Day psi 2760 2470 54.10 psi Mpa 19 17 37.3 Mpa 28 Day psi ------------- ------------- 10/26 psi Mpa ---__-_--__- ------------- 4VAL.U1 ! Mpa Vicat set in minutes 45 to 375 45 to 375 140 ,+tate l: ASTM C 1$0, Table 1, Nota 13, nines not apply wheat lltc optional ynlfatc resistance litnit in Table 4 is specified Date October 21, 2015 Dircctor of Technic Services Pacilic NW and Canada Cement Division JEAFARG E Cement Test Report CEMENT Reference Cement Fineness by Air Permeability 404 (m2/kg; ASTM C204) Fineness by Air Permeability Fineness by 45 Nm (No. 325) Sieve 2.6 (% retain; ASTM C430) Compressive Strength Fineness by 45 pm (No. 325) Sieve (ASTM 0109/C109 M) psi 7 -day 4,850 28 -day 5,750 Actual Max Limit Total Alkalies (Na2O + 0.658 K2O) 0.85 0.9 (%, ASTM C114) Silica Dioxide (SiO2; ASTM C114) Ferric Oxide (Fe2O3, ASTM C114) Aluminum Oxide (Al2O3; ASTM C114) Calcium Oxide (CaO; ASTM C114) Sulfur Trioxide (SO3; ASTM C114) Magnesium Oxide (MgO; ASTM C114) Potassium Oxide (K2O; ASTM C114) Titanium Oxide (TiO2, ASTM C114) Loss on Ignition (L.O.I.; ASTM C114) Inorganic Process Addition 30.5 0.6 13.4 42.6 4 4.8 0.3 0.6 1.0 6 Mill Test Report Number: SEA_NEWCEM_JULY15 YEAR: 2015 MONTH: AUGUST PLANT: Seattle CEMENT TYPE: Grade 100 NewCem The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989, AASHTO M-302 for grade 100 Ground Granulated Blast Furace Slag (GGBFS) and and CSA A3001 Slag. Slag source is JFE Mineral Company in Kurashiki City, Japan. NewCem is ground and manufactured in Seattle, WA. Certified by: Daniel Waldron Quality Control Laboratory Supervisor August 14, 2015 Sia Fineness by Air Permeability 430 (ml/kg; ASTM C204) Fineness by 45 pm (No. 325) Sieve 3.6 (% retain; ASTM C430) Compressive Strength SAI Limit (ASTM C109/C109 M) psi SAI Min 7 -day 4,320 86 75 28 -day 6,550 114 95 Specific Gravity 2.87 (Mg/m3; ASTM C188) Actual Max Limit Air Content of Mortar 3.2 12 (%, ASTM C185) Sulfide Sulfur 0.66 2.5 (% S, ASTM C114) Sulfate Ion 2.4 4 (% as SO3, ASTM C114) Autoclave expansion -0.002 0.5 (%, CSA A3004-65) The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989, AASHTO M-302 for grade 100 Ground Granulated Blast Furace Slag (GGBFS) and and CSA A3001 Slag. Slag source is JFE Mineral Company in Kurashiki City, Japan. NewCem is ground and manufactured in Seattle, WA. Certified by: Daniel Waldron Quality Control Laboratory Supervisor August 14, 2015 _.app. ns€ Date: 7/8/2015 Diego Coca CalPortland Seattle, WASHINGTON Project Name: All Product Selected: Daravair®1000 • W.R. Grace 62 Whittemore Avenue Cambridge, MA 02140-1692 T 617-876-1400 grace. com/construction This is to certify that Daravair 1000, a Air Entraining Agent, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260, AASHTO: M154. Daravair 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. G. Terry Harris Manager of Technical Services, North America Concrete 0 TANK -CELL DATE CAST MIX # LAB # 63 2/19/2015 61578 L133 CALPORTL ` Plant: 282-291 Tester: Edixon Customer: Project: SLUMP 6" AIR UNIT WEIGHT CONC TEMP ABIENT EMP TIME # CYLINDERS 6 DATE AGE DIMENSIONS AREA LOAD PSI NOTE 2/26/2015 7 4x8 12.56 7100 565 3/19/2015 28 4x8 12.56 13070 1041 3/19/2015 28 4x8 12.56 11400 908 3/19/2015 28 4x8. 12.56 11850 9.43 3/19/2015 28 4x8 12.56 12090 963_ 3/19/2015 28 4x8 12.56 11880 946 Fineness Modulus 2.86 Source B-335 Absorption 2,10-, % of Total Aggregate 100 Mix Design No. 61578 5475 East Marginal Way S. Fax Plumbers: _- Seattle, iW.A 98134 • Corporate (206) 764-3012 100 100.0 P.O. Bax 1730 100 Sales (206) 764-3014 11nch 100 Seattle, WA 98111 3/4 Inch Credit (206) 764-3012 100.0 1/2 Inch Telephone (206) 764-3000 100.0 Warehouse (206) 762-3077 764-7176 100 100.0 Technical Services (206) 764-3029 Cement Terminal (206) Fineness Modulus 2.86 Source B-335 Absorption 2,10-, % of Total Aggregate 100 Mix Design No. 61578 Building Combined Gradation Sand 21nch 100 100.0 1-1/2 Inch 100 100.0 11nch 100 100.0 3/4 Inch 100 100.0 1/2 Inch 100 100.0 3/81nch 100 100.0 No. 4 100 100.0 _ . No..8 86 86.0 65.0 No. 30 44 44.0 :No. 50 _ - 15. __ 15.0 No. 100 4.4 4.4 Nn 9nn 1 F t 1 A Fineness Modulus 2.86 Source B-335 Absorption 2,10-, % of Total Aggregate 100 Cementitious Materials Cement GGBFS Fine Aggregate Building Sand-WSDOT Class 2 2 2425 14.66 Coarse Aggregate . ,l SPECIFIC POUNDS SATURATED ABSOLUTE GRAVITY SURFACE DRY (SSDI VOLUME 50 0.25 500 2.77 Water (Maximum) 1.00 333 5.34 Entrapped/Entrained Air % +/-1.5% 15.0 4.05 3308 27.08 W/C+P Ratio = 0.61 Mix Design Density 122.16 SCM % 91 Target Slump (+/-1") 8 Additives Manufacturer Est. Dosage Range Notes: Air Entrainment (ASTM C260) W.R. Grace 0.1 - 25 oz/cwt 5975 East Marginal Way S. Fax Numbers: Seattle, WA 36134 ` Corporate (206) 764-3012 P -C). Box 1739 Sales (206) 764-3014 Seattle, WA 98111 Credit (206) 764-3012 ®! _[" L Telephone (206) 764-3009 Technical Services (206) 764-3029 Warehouse 12061762-3077 Cement Terminal (206) 7647176 Contractor: Pearson Drilling Mix Design No. 61578 Project: Dumas Bay Plant No. 250-255-272 Date: October 27, 2015 Notes: Cementitious Materials Cement GGBFS Fine Aggregate Building Sand-WSDOT Class 2 2 2425 14.66 Coarse Aggregate . ,l SPECIFIC POUNDS SATURATED ABSOLUTE GRAVITY SURFACE DRY (SSDI VOLUME 50 0.25 500 2.77 Water (Maximum) 1.00 333 5.34 Entrapped/Entrained Air % +/-1.5% 15.0 4.05 3308 27.08 W/C+P Ratio = 0.61 Mix Design Density 122.16 SCM % 91 Target Slump (+/-1") 8 Additives Manufacturer Est. Dosage Range Notes: Air Entrainment (ASTM C260) W.R. Grace 0.1 - 25 oz/cwt 2 Inch 1-1/2 Inch 1 Inch 3/4 Inch 1/2 Inch 3/8 Inch No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 Fineness Modulus Source Absorption % of Total Aggregate Building Sand 100 100 100 100 100 100 100 86 65 44 15 4.4 1.5 r� Mix Design No 5975 East Marginal Way S. Seattle, WA 98134 Pr O. Box 1730 Seattle, WA 88111 Telephone {206) 764-30GO Technical Services {206) 7643029 61420A Fax Numbers: Corporate {206)764-3012 Sales (206)764-3014 Credit 1206)764-3012 Warehouse (206) 762-3077 Cement Terminal (206) 764-7176 Combined Gradatior 100.0 100.0 100.0 100.0 100.0 100.0 100.0 86.0 65.0 44.0 15.0 4.4 1.5 Cementitious Materials Cement GGBFS Fine Aggregate. Building Sand-WSDOT Class 2 Coarse Aggregate SPECIFIC POUNDS SATURATED ABSOLUTE GRAVITY SURFACE DRY (SSD) VOLUME i ,.;PORTLAND"" ;F: " 0.74 2.22 14.06 Water (Maximum) 1.00 375 6.01 Entrapped/Entrained Air % +/-1.5% 15.0 4.05 3245 27.08 W/C+P Ratio = 0.69 Mix Design Density 119.85 SCM % 73 Target Slump (+/-1") 8 Additives Manufacturer Est. Dosage Range Notes: Air Entrainment (ASTM C260) W.R. Grace 0.1 - 25 oz/cwt 5475 East Marginal Way S. Fax Numbers: Seattle, WA 98134 Corporate (206) 764-3012 p_CI_ Box 1730 Sales (2(36) 764-3014 Seattle, WA 88111 Credit (206) 764.3012 L;"O TL Technical (206) sJ2D6)7 Technical Services {206) 764-3023 Te (206)762-3077 Cement Terminal (206) 764-7176 Cement Contractor: Pearson Drilling Mix Design No. 61420A Project: Dumas Bay Plant No. 250-255-272 Date: October 27, 2015 Notes: Cementitious Materials Cement GGBFS Fine Aggregate. Building Sand-WSDOT Class 2 Coarse Aggregate SPECIFIC POUNDS SATURATED ABSOLUTE GRAVITY SURFACE DRY (SSD) VOLUME i ,.;PORTLAND"" ;F: " 0.74 2.22 14.06 Water (Maximum) 1.00 375 6.01 Entrapped/Entrained Air % +/-1.5% 15.0 4.05 3245 27.08 W/C+P Ratio = 0.69 Mix Design Density 119.85 SCM % 73 Target Slump (+/-1") 8 Additives Manufacturer Est. Dosage Range Notes: Air Entrainment (ASTM C260) W.R. Grace 0.1 - 25 oz/cwt • E DUMAS BAY WEST HOMEOWNERS SLIDE AREA RETAINING WALL CONSTRUCTION GROUND MOVEMENT MONITORING MARKER NAME POINT NUiMWR MARKERTYPE NORTHING- .` �EASTING ELEVATION NORTHING � 1UN3INCE � RIGiNAL AE SINtlE FASTING � ORIGINAL ELEVATION AR SINCE [ORLOINAL HOUSE MONITORING JONASSON 10/5/2015 JONASSON 11/10/2015 11 607 1 BENCH TIE 123417.61 1254429.95 152.52 123417.61 -0.01 1254429.96 0.00 152.52 0.00 J2 606 ISNAP TIE 123412.06 1254447.03 151.76 123412.05 -0.01 1254447.04 0.00 151.77 0.01 J3 600 IBENCH TIE 123409.11 1254472.99 149.42 123409.11 0.00 1254473.00 0.01 149.42 0.00 PILE MONITORING JONASSON 10/20/2015 J-03 638 TOP OF PILE 123461.93 1254416.22 150.26 J-07 639 TOP OF PILE 123464.51 1254439.74 149.36 J-13 640 TOP OF PILE 123461.41 1254476.06 148.46 HOUSE MONITORING REAGAN 10/5/2015 REAGAN 11/13/2015 RI 601 SCRIBED "X" 123427.89 1254488.47 148.15 123427.88 -0.01 1 1254488.47 0.00 148.15 0.00 R2 602 SCRIBED "X" 123427.48 1254514.18 148.17 123427.48 0.00 1254514.19 0.01 148.17 -0.01 R3 608 BENCH TIE 123424.04 1254545.96 145.44 123424.03 1 0.00 1254545.95 0.00 145.43 -0.01 R4 603 HUB & TACK 123438.08 1254488.67 147.89 KNOCKED OUT DURING CONSTRUCTION R5 604 HUB & TACK 123437.62 1254514.43 147.71 KNOCKED OUT DURING CONSTRUCTION R6 605 JHUB&TACK 123433.02 1 1254546.83 1 144.64 123433.02 -0.01 1254546.83 0.01 144.64 0.00 PILE MONITORING REAGAN 12/1/2015 R-04 667 TOP OF PILE 123460.23 1254498.71 147.61 HOUSE MONITORING ANSARI 10/5/2015 ANSARI (NEW DATE 1) Al 609 HOSE BIB 123411.59 1254579.13 131.08 A2 610 BENCH TIE 123420.21 1254619.86 130.03 A3 611 1 BENCH TIE 123408.03 1254646.89 129.62 HOUSE MONITORING DONOVAN 10/6/2015 DONOVAN (NEW DATE 1) D1 612 MAG NAIL 123364.31 1254906.23 104.57 D2 613 BENCH TIE 123373.04 1254946.38 104.60 D3 614 BENCH TIE 123378.33 1255003.89 104.30 EASTSIDE CONSULTANTS, INC. PRINT DATE 12/2/2015 3:15 PM PAGE 1 OF 5 • • DUMAS BAY WEST HOMEOWNERS SLIDE AREA RETAINING WALL CONSTRUCTION GROUND MOVEMENT MONITORING MARKER NAME NORTHING AN SINCE ORIGINAL FASTING AE SINCE ORIGINAL ELEVATION AEL SINCE ORIGINAL NORTHING AN SINCEaE ORIGINAL EASTING SINCE ORIG AL ELEVATIOhi AEL SINCE ORIGINAL JONASSON 11/16/2015 JONASSON 11/24/2015 11 123417.60 -0.01 1254429.96 0.01 152.52 0.00 123417.60 -0.01 1254429.96 0.01 152.52 0.00 J2 123412.05 -0.01 1254447.07 0.03 151.77 0.01 123412.04 -0.02 1254447.07 0.04 151.76 0.00 J3 123409.10 -0.01 1254473.00 0.01 149.42 0.00 123409.10 -0.01 1254473.00 0.01 149.42 0.00 JONASSON 11/24/2015 J-03 123461.93 0.00 1254416.22 0.00 150.26 0.00 1-07 123464.52 0.00 1254439.74 0.00 149.36 0.01 J-13 123461.40 -0.01 1254476.05 -0.01 148.47 0.00 REAGAN 11/16/2015 REAGAN 11/19/2015 RI 123427.88 -0.01 1254488.48 0.01 148.15 0.00 123427.88 -0.01 1254488.48 0.01 148.15 0.00 R2 123427.47 0.00 1254514.19 0.01 148.17 0.00 123427.48 0.00 1254514.19 0.01 148.17 -0.01 R3 123424.03 0.00 1254545.96 0.00 145.43 -0.01 123424.03 0.00 1254545.96 0.01 145.42 -0.02 R4 KNOCKED OUT DURING CONSTRUCTION KNOCKED OUT DURING CONSTRUCTION R5 KNOCKED OUT DURING CONSTRUCTION KNOCKED OUT DURING CONSTRUCTION R6 123433.01 -0.01 1254546.84 0.02 144.64 0.00 123433.02 0.00 1254546.85 0.03 144.64 0.00 R-04 ANSARI (NEW DATE 2) ANSARI (NEW DATE 3) Al A2 A3 DONOVAN (NEW DATE 2) DONOVAN (NEW DATE 3) D1 D2 D3 EASTSIDE CONSULTANTS, INC. PRINT DATE 12/2/2015 3:15 PM PAGE 2OF5 • DUMAS BAY WEST HOMEOWNERS SLIDE AREA RETAINING WALL CONSTRUCTION GROUND MOVEMENT MONITORING MARKER. NAME NORTHING AN SINCE ORIGINAL EASTING AE SINCE ORIGINAL ELEVATION AEL SINCE ORIGINAL NORTHING AN SINCE ORIGINAL IAE SINCE FASTING ORIGINAL ELEVATION AE L SINCE' ORIGINAL JONASSON 12/1/2015 JONASSON (NEW DATE 5) 11 123417.60 -0.01 1254429.96 0.01 152.52 0.00 12 1 123412.06 0.00 1254447.05 0.02 151.78 0.02 J3 123409.11 0.00 1254473.00 0.01 149.42 0.00 JONASSON 12/1/2015 J-03 123461.93 -0.01 1254416.22 0.00 150.25 0.00 J-07 123464.50 -0.02 1254439.74 0.00 149.35 -0.01 J-13 123461.42 0.02 1254476.07 0.01 148.47 0.00 REAGAN 11/20/2015 REAGAN 11/23/2015 R1 123427.89 0.00 1254488.48 0.01 148.15 0.00 123427.88 -0.01 1254488.48 0.01 148.15 0.00 R2 123427.48 0.00 1254514.18 0.00 148.17 0.00 123427.47 0.00 1254514.19 0.00 148.17 0.00 R3 123424.04 0.00 1254545.96 0.00 145.43 -0.01 123424.03 -0.01 1254545.96 0.00 145.43 -0.01 R4 KNOCKED OUT DURING CONSTRUCTION KNOCKED OUT DURING CONSTRUCTION R5 KNOCKED OUT DURING CONSTRUCTION KNOCKED OUT DURING CONSTRUCTION R6 123433.02 0.00 1254546.85 0.03 144.65 0.01 123433.02 -0.01 1254546.84 0.01 144.65 0.00 R-04 ANSARI (NEW DATE 4) ANSARI (NEW DATE 5) Al A2 A3 DONOVAN (NEW DATE 4) DONOVAN (NEW DATE 5) D1 D2 D3 EASTSIDE CONSULTANTS, INC. PRINT DATE 12/2/2015 3:15 PM PAGE 3OF5 • DUMAS BAY WEST HOMEOWNERS SLIDE AREA RETAINING WALL CONSTRUCTION GROUND MOVEMENT MONITORING MARKERNORTHlIMIG NAME AN SINCE ORIGINAL AE SINCE FASTING ORIGINAL ELEVATION' AEL SINCE ORIGINAL NORTHING AN SINCE ORIGINAL AE SINCE FASTING ORIGINAL ELEVATION AEL SINCE ORIGINAL JONASSON (NEW DATE 6) JONASSON (NEW DATE 7) J1 J2 J3 1-03 J-07 J-13 REAGAN 11/24/2015 REAGAN 11/25/2015 Rl 123427.89 0.00 1254488.49 0.02 148.15 0.00 123427.88 -0.01 1254488.48 0.01 148.15 0.00 R2 123427.47 0.00 1254514.19 0.01 148.17 0.00 123427.48 0.00 1254514.18 0.00 148.17 0.00 R3 123424.03 -0.01 1254545.96 0.01 145.43 -0.01 123424.04 0.00 1254545.97 0.01 145.44 0.00 R4 KNOCKED OUT DURING CONSTRUCTION KNOCKED OUT DURING CONSTRUCTION R5 KNOCKED OUT DURING CONSTRUCTION KNOCKED OUT DURING CONSTRUCTION R6 123433.01 -0.01 1254546.84 0.01 144.65 0.00 123433.02 -0.01 1254546.85 0.02 144.65 0.00 R-04 ANSARI (NEW DATE 6) ANSARI (NEW DATE 7) Al A2 A3 DONOVAN (NEW DATE 6) DONOVAN (NEW DATE 7) D1 D2 D3 EASTSIDE CONSULTANTS, INC. PRINT DATE 12/2/2015 3:15 PM PAGE 4 OF 5 • • DUMAS BAY WEST HOMEOWNERS SLIDE AREA RETAINING WALL CONSTRUCTION GROUND MOVEMENT MONITORING MARKER NAME NORTHING AN SINCE ORIGINAL AE SINCE FASTING ORIGINAL ELEVATION AEL SINGE ORIGINAL NORTHING AN SINCE, [ORIGINAL LIE SINCE] FASTING ORIGINAL ELEVATI®N _ AEL SINCF 1 ORIGINAL JONASSON (NEW DATE 7) JONASSON (NEW DATE 7) J1 J2 J3 J-03 J-07 J-13 REAGAN 11/30/2015 REAGAN 12/1/2015 R1 123427.88 -0.01 1254488.48 0.01 148.15 0.00 123427.89 0.00 1254488.49 0.02 148.14 -0.01 R2 123427.47 -0.01 1254514.18 0.00 148.17 0.00 123427.48 0.00 1254514.18 0.00 148.17 -0.01 R3 123424.02 -0.01 1254545.96 0.00 145.43 -0.01 123424.03 0.00 1254545.97 0.01 145.43 -0.01 R4 KNOCKED OUT DURING CONSTRUCTION KNOCKED OUT DURING CONSTRUCTION -R5 KNOCKED OUT DURING CONSTRUCTION KNOCKED OUT DURING CONSTRUCTION R6 123433.01 -0.02 1254546.85 0.02 144.65 0.00 123433.02 -0.01 1254546.84 0.01 144.64 0.00 R-04 ANSARI (NEW DATE 7) ANSARI (NEW DATE 7) Al A2 A3 DONOVAN (NEW DATE 7) DONOVAN (NEW DATE 7) D1 D2 D3 EASTSIDE CONSULTANTS, INC. PRINT DATE 12/2/2015 3AS PM PAGE 50F5 0 0 r-bnGE@ / R C O R O R A T R O Geotechnical and Earth uake Engineering Consultants 3213 Eastlake Avenue E, Suite B Project No. Page No. Seattle, WA 98102 15-117.200 1 of 2 Tel: (206) 262-0370 Fax: (206) 262-0374 Report No. Dates / Day of Week FR#01 Nov 5-6, 2015 / Thur - Fri Project Name Location or Address Dumas Bay West 4346 S.W. 3071h Street Jonasson Slope Remediation Federal Way, Washington Owner's Representative Weather Carl Jonasson Permit No. 15 -103943 -00 -SF Cloudy 50s Client General Contractor PanGEO Field Rep. Carl Jonasson I Pearson Drilling, Inc. PDI C.K. Mathis PanGEO was on site on November 5`h and 6`h to observe installation of soldier piles for the permanent slope stabilization along the west end of the property above the steep slope. The following summarizes our geotechnical observations: Soldier Pile Shoring Wall: PanGEO observed the installation of drilled soldier piles this week. The project plans identify a total of 13 piles designated as J01 — J13 on the Jonasson property. This slope remediation is part of a larger project that provides remediation for 4 homes in the vicinity of this property. The subcontractor responsible for installing the drilled soldier piles is Pearson Drilling, Inc. (PDI). The drilling was performed with a track -mounted hydraulic drill rig that was built by PDI. A Grove RT745 rubber -tire crane was utilized for picking piles and providing support to the drill rig. Earthwork was performed with a CAT 312 EL excavator and a mini -track excavator. The owner's surveyor provided hubs and offsets for pile locations. The drilling for soldier piles was advanced with a 24 -inch diameter (26 -inch actual) open -flight auger. PDI verified plumb on the auger by repeatedly placing a level on two sides of the Kelly bar on the drill rig. The soils encountered consisted of dense to very dense brown sand with occasional gravel beds to silty sand. The subsurface conditions appeared to be consistent with the design assumptions as indicated in our geotechnical report. All drilled holes observed to date remained dry and no caving or sloughing occurred in any of the excavations. PanGEO visually observed and taped the bottom surfaces of the excavations with a weighted tape. The steel beams for all pile locations to date were W 14X43 and were each 60' 2" in length. Piles delivered to the site had corrosion protection applied to approximately the upper 33 feet of each pile. Lean mix concrete (CalPortland mix design 1420) was placed in the excavations to approximately the existing ground surface. The contractor and homeowner requested a modification to the plans that would allow soldier piles installed on the Jonasson property to be raised up to a maximum of 1 foot above plan tip elevation to provide a more level back yard. PanGEO contacted the structural engineer by phone (CT Engineering — Robert Thompson) and the homeowner sent an email requesting the modification to the project plans. 0 FIELD REPORT The structural engineer approved the change in pile height for the Jonasson property in an email to the property owner. Any changes to pile design at the other 3 properties will require additional requests/approvals from the engineer. Based on our observations, all drilled soldier piles installed this week were constructed in general accordance with the approved plans and specifications. A summary of the as -built details of the soldier piles is shown in Table 1, below. Table 1: Summary of Jonasson Soldier Pile Construction to Date Pile # Date Installed Plan Bottom Elevation feet Actual Bottom Elevation feet J-01 11/5/2015 90.0 89.8 J-02 11/6/2015 90.0 89.8 J-04 11/6/2015 89.7 89.8 Slope Stability: The steep slope appears to be stable. No new tension cracks were observed. Signed: fr#O1_dumas bay_jonasson 11-5_6-15.doc Page 2 of 2 PanGEO, Inc. 0 0 r-bnGLW �■ e o w w e w w r w e Geotechnical and Earth uake Engineering Consultants 3213 Eastlake Avenue E, Suite B Project No. Page No. Seattle, WA 98102 15-117.200 1 of 2 Tel: (206) 262-0370 Fax: (206) 262-0374 Report No. Dates / Day of Week FR#02 Nov 9-13, 2015 / Mon - Fri Project Name Location or Address Dumas Bay West 4346 S.W. 307'h Street Jonasson Slope Remediation Federal Way, Washington Owner's Representative Weather Carl Jonasson Permit No. 15 -103943 -00 -SF See Summary Below Client General Contractor PanGEO Field Rep. Carl Jonasson Pearson Drilling, Inc. PD C.K. Mathis PanGEO was on site November 9th to 13`h to observe installation of soldier piles for the permanent slope stabilization along the west end of the property above the steep slope. Heavy rain fell on site over the previous weekend and again on Monday (11/9). Tuesday (11/10) and Wednesday (11/11) was partly cloudy with temperatures in the 40s. Heavy rain returned on Thursday and Friday (11/12-13) with significant wind gusts present throughout the afternoon Thursday and all day Friday. The following summarizes our geotechnical observations: Soldier Pile Shoring Wall: PanGEO observed the installation of drilled soldier piles this week. The project plans identify a total of 13 piles designated as J01 — J13 on the Jonasson property. This slope remediation is part of a larger project that provides remediation for 4 homes in the vicinity of this property. The subcontractor responsible for installing the drilled soldier piles is Pearson Drilling, Inc. (PDI). The drilling was performed with a track -mounted hydraulic drill rig that was built by PDI. A Grove RT745 rubber -tire crane was utilized for picking piles and providing support to the drill rig. Earthwork was performed with a CAT 312 EL excavator and a mini -track excavator. The owner's surveyor provided hubs and offsets for pile locations. The drilling for soldier piles was advanced with a 24 -inch diameter (26 -inch actual) open -flight auger. PDI verified plumb on the auger by repeatedly placing a level on two sides of the Kelly bar on the drill rig. The soils encountered consisted of dense to very dense brown sand with occasional gravel beds to silty sand. The subsurface conditions appeared to be consistent with the design assumptions as indicated in our geotechnical report. All drilled holes observed to date remained dry and no caving or sloughing occurred in any of the excavations. PanGEO visually observed and taped the bottom surfaces of the excavations with a weighted tape. The steel beams for all pile locations to date were W 14X43 and were each 60' 2" in length. Piles delivered to the site had corrosion protection applied to approximately the upper 33 feet of each pile. Lean mix concrete (CalPortland mix design 1420) was placed in the excavations to approximately the existing ground surface. The contractor and homeowner had requested a modification to the plans that would allow soldier piles 0 FIELD REPORT installed on the Jonasson property to be raised up to a maximum of 1 foot above pian tip elevation to provide a more level back yard. See a more detailed discussion of this modification to the plans in PanGEO FR#01. The structural engineer approved the change in pile height for the Jonasson property in an email to the property owner. Any changes to pile design at the other 3 properties will require additional requests/approvals from the engineer. Based on our observations, all drilled soldier piles installed this week were constructed in general accordance with the approved plans and specifications. A summary of the as -built details of the soldier piles is shown in Table 1, below. Table 1: Summary of Jonasson Soldier Pile Construction to Date Pile # Date Installed Plan Bottom Actual Bottom Elevation Elevation' feet feet J-01 11/5/2015 90.0 89.8 J-02 11/6/2015 90.0 89.8 J-03 11/9/2015 90.0 89.8 J-04 11/6/2015 89.7 89.8 J-05 11/9/2015 89.7 89.8 J-06 11/10/2015 88.8 89.8 J-07 11/9/2015 88.1 89.1 J-08 11/10/2015 87.8 88.8 J-09 11/13/2015 87.4 88.4 J-10 11/11/2015 87.4 88.4 J-11 11/12/2015 87.4 88.4 J-12 11/13/2015 87.4 88.4 J-13 11/12/2015 87.5 88.4 1. Actual bottom elevations are based on measurements taken by contractor from offset hubs on site. Some elevations are higher than plan elevation based on engineer (CT Engineering) approval to raise piles on Jonasson property up to 1 foot above plan elevation. Actual pile lengths measured in field are 60' 2". Slope Stability: The steep slope appears to be stable. No new tension cracks were observed and no visual evidence of pile movement was observed. PanGEO reviewed initial survey data on the Jonasson house which indicates minimal movement within the range of typical survey scatter. The surveyors have to run control to the house from the main road every time they perform a survey and that will likely introduce minimal scatter in the results. PanGEO will continue to monitor survey results for indications of movement. Based on our observations in the field and review of the survey data, it is our opinion that the construction activities are not affecting the adjacent structures and that the shoring is performing adequately. Signed: d fr#02_dumas bay_jonasson_l 1-9_13-15.doc Page 2 of 2 PanGEO, Inc. Becky Chapin From: Carl Jonasson <carl Jonasson@comcast.net> Sent: Saturday, November 14, 2015 7:16 AM To: Becky Chapin Cc: 'Steve Kitz'; dkjonasson@comcast.net Subject: FW: Jonasson soldier Pile Top Elevations Attachments: Jonasson Profile.xlsx Hi Becky, Attached is a profile produced by Eastside Consultants, our surveyor, with colored lines that I inserted to show the location of the soldier pile, with one foot of exposure and the very slight amount of fill behind it. My rough calculation is that the fill is about 15 cy, salvaged from the drilling spoils. By lagging that upper one foot, any sloughing should be stopped from occurring and the yard is evened out a little bit near the crest. As you can see from the emails below, Rob Thompson of CT Engineering gave his approval to the one foot of exposure. The as-builts that Eastside Consultants will produce will show this condition. Carl Jonasson From: Rob Thompson[ma i Ito: RThompson(dcteng i neering.com] Sent: Friday, November 6, 2015 9:56 AM To: Carl Jonasson Subject: RE: Jonasson soldier Pile Top Elevations Carl, I'm OK with your suggestion on your (Jonasson) property. This will not necessarily translate to other properties though. Cheers RT From: Carl Jonasson [mailto:carl.ionasson comcast.net] Sent: Friday, November 6, 2015 9:44 AM To: Rob Thompson <RThompson@ctengineerine.com> Subject: Jonasson soldier Pile Top Elevations Rob, Curtis Mathis thought that I should ask you if you saw a problem with our leaving our soldier piles one foot higher than the design top elevation. Terry Trew of Pearson Drilling suggested doing that to more level out the downturn at the northern crest. It would mean one foot of lagging at the top and some added backfill. If that still fits within your comfortable factor of safety, then we will leave the tops higher. If it does not, then we will keep them at their design top elevations. Pearson will drill to the design bottoms for now and we need to make a decision on the tops by late this afternoon when concrete will be placed. Please let Curtis or myself know. Thank you Carl Jonassonl ROMED �""'�` AUG0 2015 Federal Way CITY OF FEDERAL WA/Y, P==T Numm S PERMIAKPPLICATION 6P—_ SITE ADDRESS // ✓✓✓�� (\/+ PROJiCr VALUATION I ZONING I A> OR'S TAXIPARCZL # $9+0,000 ; slnoc- `a -t1.; 1 1/21039030 . F SLiIT&I7FM2 #F TYPE O PERMIT � a BUILDING —' II Pb3l?.4FE� ,9, -" MECILANWAL U Dr—WUUMON U ENGINEERING tj F.Pl: NAIVE at PROJECT �, Dumas Bay West Homeowners f PROJECP DEBCRIPTIOlYI ( 24" diameter soldier piles on 6 foot centers, 60 feet deep , r,.,..+ -n„+.-- ,„+ +1-- -4- -r 4-1,� .1,A ` ,uetaicea aesctton of work to np ii1w7L41A1f L41VAJ av wL �aa,d . i va .tea �aa� vxxu� be included on this permit only PROPERTY OWNER Carl Joan ( 206-963-1718 j MAMMG ADDR15ss j $-XAM ! i i43” iW nth St, not f C•^'Y State ZIr t �J NAME _... . PHONt C ! I rOaravu L1nni4Q iuv. MAILING ADDRESS L E-MAIL i fCONTRACTOR sAs14 sou► Ave w nyceage�conasuun�c.aQ= CITY STATE _. ZIP FAX - Edmonds WA 46026 425�672-+1827 >�' ��L11Y.MRRN lItS,lylMli6'i:� NAME -- - - PRIMARY PHONE Carr 3onasson ! APVIJr.AxT AIAII ISO ADDRESS itMAIL 1 l A. b.! ! CTTY sTATL j ZIP PAX SAME PRIMARY PHONE ! ppQJEC-T MidTAr"T ! C.1 Joasssoa ! 206-963-1718 *AILINGADDRE88 43446 SW 307th St ! It -bum aarl.jonaseonu oomosst.aet 1 rc�pand to ;ll : arrry o^dcrcc 1 i concerninq this application) CITY STATE ZIP FAX ! Ptdersl W.V WA 98023 i ! NAME rxuJkA;,I, 1-111"tAlVlt I ! •• •••••• •• • • • •••• •,•• i Required value of $5,000 or more ALM1,I140 ADDRESS, CITY, STATE, ZIP PHONE 1 ! i ceraly wuwr pertaaaay ul prrlury oom. a wit arw prvprray vwrwr ur 44u4-rwnsr4 aayena vJ arw prvprray Ower. a crre{ly araua w arw Ursa ! ` of my knvwlaciye, Lim irafiirrramiun vubmiLled in suppurl of Llais penniL nuplicwLion is "a weal ex,rreci. 1 eeriify 0"ai I will cvmpiy au"It f all applicable Citta of Federal Wad/ regulations pertaininq to the work authorized by the issuance of a permit. I understand that the ! issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal lacus regulating construction or environmental laws. An14 h—I.— #I.- rYfi. of Ir.0 .1 IV—, ..e +n ...r.i n1.,J.n 14-1..AI..n ..nail a e..emc m.A .st1 �.er.d ieaa i•r.+.�ra..1 in I { the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, I but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the i .t,f1„•.su�•v, awNl.i�e/a w •.,ae ....,y un u I..... J ....a aayy::w,.wn. SIGNATURE: _ C�A�( lw�tw!►'I�y I Zd-V'W-IZ, DATE 5/20/16 Carl J PRINT NAME: LUt,4li„�1 VV Jl4lMttly ,..V 1J 11N�r i V+ J n.uiw.uv.,wu v -i ua....F,N,avuuvi. COMMERCIAL - NEW/ADDITION ! ♦ N ECHANICAL PERMIT VALUE OF MECHANICAL WORK 1 o Indicate how mang of each type offav4re to be installed or relocated as pan. of, this project. Igo not include existing iAtures to renwin_ __T _ AIi2 HANDLING uNrTS rtll�S GAS PIPE OUTLETS iuTriEt<(Descnvel I[ ATP!`/1riiTYTTillAi i?;J L`Tpn, PT Al.0 tt.rCE`DT`4 ..�rYrY� _ .._ nVti.ERj CURNACF1j ril,il wMI r'K 1 Altlr a Joos) _ :9 .y r 0 k 4 PRFCR0Wq (:AR 4.0r CFrM.Y RFFRfr.F.RATFnN RVST 1 DUCTINIC GAR RMiNG Iv�Y�YrYc vYY c4 I i X VALUeOFPLUMH a I' uftK PLUMBING PERMIT 1$0 ADDITION Indicate how many of eachtype offtxt4re to be installed or relocated as part of this jiroject, Ido not include e istirt "eras to remain_ BATHTUBS (or Tub/ Shower Combo) LAVS (Ha dSmks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe( uxrt)iNO 0r1tawt11x0 VAt uum tsxt,AAVK0 ` DRINKING FOUNTAINS SINKS ptit h_/umiry) �e WATER HEATERS (Electric), I .. SU� ,.... ,. ... .......; .n,R .. ......Rz \IVJL VIt3tJV iSV.Y1l+l YY AV,Il1v4 4 4�. 41(Yy'U {.1.ilrYl��lV�ii,i3 ( AREA DESCRIPTION GENERAL INFORMATION CRITICAL AREAS OR PROPERTY? I WATER PURVEYOR SEWER PURVEYOR � VALUE OF EXISTING IMPROVEMENTS Yes, front yard Tacoma Water Lakehaven 1 $_.632,000 _ I ...........Ci :............ Y.�W I .......... �... uy..........:j i................Y.,.......,.....:LT. ; .'...:..�..L ..:L 0.,.....y.,................Si . ` Single family residential 40,712 SYSTEM? J Y@6 i1 A20 I — I I f k d ) ( I RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED i 'TOTAi, � FQR OFFICE VSR ) _................._.. ....... ------------------ —_� BASEMENT � FIRST FLOOR (or Mobile Home) $EC"OND FLOOR l COVERED ENTRY c DECK t GARAGE O CARPORT G' OTHER (desa*e ) 24- dia soldier pilus, so fbotprivlt— ----- __..__. 8 _ —_ Eiilirr G PROPOSED TOTAL Area TotaU 0 0 ESTIMATED SELLING PRICE $ # OF BEDROOMS COMMERCIAL - NEW/ADDITION ! i # AREA DESCRIPTION Area Area Square Feet Occupancy Group(s) Construction Type 1 s of stories Additional Information Nsw BviLDnro- I ADDITION { COMMERCIAL REMODEUTENANT IMPROVEMENTS ' AREA DESCRIPTION Area _ is Square eel Occupancy Gronplal Construction a it of stories Additional Information I TO'T'AL BMIJMG- _ TENANT AP,1,.1' ONLY j PACT ARLA;UINLY Bulletin, #IW,-.ianuanr I, 21113 Page 2 of? it Appli=i^n Y20 4C DATUM AMEV O.00 0a 0 • -PBf�£l�E Pf$ BE8191 sURY�_ y ! k ti y � x h w a t ul �- h n � o ♦ o v► 00 ♦ vi SCALE: 1'-20' HOR/Z. \ \\ 1'-20' VERT. \ p \\ m i \ PROFILE _ AERlA� SUR rY �+ vi N h r� ad M C7, to N to U] rruu 1+50 2+00 2+50 PROFILE A -A JONASSON