Loading...
HomeMy WebLinkAbout18621 SILVERLEAF PL_951911_2026 City of Ark .ngton NOTICE and Inspection Report Phone# I 9 r 9 �3 J Permit No. ` Legal Date Called —Z Z © Address ig Time Called C�2 0 0 Contractor/Owner . By Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing C3 Gas Piping ❑ Footing ❑ Drywall Nailing Final ❑ Foundation ❑ Rough-in Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other PPROVAL ❑ CORRECTION REQUIRED ❑ nections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑/-CALL435-0724 FOR RE PECTION-24hour notice required. Inspe or Date / ` f City of Ar7 '.ngton NOTICE and Inspection Report I Phone# Permit No. I I Legal r) Date Called Address ! 9�p2 1 S 1 Time Called 3 Contractor/Owner�oYf�'fA,le By Requested by .2C2 0 TYPE OF • REQUESTED ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing ❑ Gas Piping ❑ Footing Drywall Nailing ❑ Final i ❑ Foundation ❑ Rough-in Plumbing __Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other ❑ APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. Inspector Date City of ArY 4.ngton 10TIOE and Inspect-on Report Phone# Permit No. �f/.. = l Legal �f Date Called `/61 Address Time Called 'ram' Contractor/Owner Requested by TYPE OF • ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW [� Framing ❑ Gas Piping ❑ Footing 4 D wail Nailing ❑ Final ❑ Foundation ❑ Rough-in Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other ❑ APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. Inspector Date City of Ar] " ngton NOTICE and Inspection Report Phone# Permit No. �J/`��/I Legal � �1� 1 Date Called S 36, G/ Address f�7 Time Called 4"— Contractor/Owner By y Requested by TYPE OF • REQUESTED ❑ Setback ❑ Roof Diaphragm Insulation ❑ Plumb GW ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final ❑ Foundation ❑ Rough-in Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other a-APPROVAL ❑ CORRECTION REQUIRED ❑ Co ections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. L4 -0724 FOR EINSPECTION—24 hour notice required. Inspect Date City of Ar] ' ngton NOTICE and Inspection Report Phone# Permit No. �� / / / / Legal Date Called 6 —`2 Address i n t n •mil J ��/ /l��f' Time Cal 3 G Contractor/Owner / C'�L�d.� l0 /� i By Gt, Requested by 4=1 TYPE OF • ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW -*Framing ❑ Gas Piping ❑ Footing Cl Drywall Nailing ❑ Final ❑ Foundation ❑ Rough-in Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other �PPROVAL ❑ CORRECTION REQUIRED U ections listed below MUST BE MADE before work can be approved. bb'ork iisted below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. J Inspector Date City of Arl -,*,ngton NOTICE and Inspection Report Phone# Permit No. f�// Legal Date Called 16, Address 1&,,�l SIC 1&i Time Called ® '" Contractor/Owner By Requested by 46 TYPE OF • REQUESTED ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final ❑ Foundation A Rough-in Plumbing ❑ Reinspection ❑ Shear Wall Mechanical ❑ Other P-AP"PROVAL ❑ CORRECTION REQUIRED ❑ 5pffe6ioris listed below MUST BE MADE before work can be approved. Work listed below has been inspected and aoproved. ❑ FAL 435-0724 FOR REINSPECTION—24 hour notice required. Inspector Date City of Ar] ' ngton NOTICE and Inspection Report Phone# Permit No. __r,-- ` Legal Date Called 10 Address e2 -Z/ Time Called Contractor/Owner !?�fp<_'+ toe, t— !� By Requested by TYPE OF • REQUESTED ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final ❑ Foundation j ❑ Rough-n Plumbing ❑ Reinspection ex Shear Wall r 1"j (aMechanical ❑ Other rA�PROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTI —24 hour notice required. Inspector Date / � City of Arl Wigton NOTICE and Inspection Report �. Phone# Permit No. /471 1 Legal / f Date Called Address 1� z :s yoy Time Called Contractor/Owner S By Requested by TYPE OF • ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final ❑ Foundation ❑ Rough-in Plumbing ❑ Reinspection l ❑ Shear Wall ❑ Mechanical APPROVAL ❑ CORRECTION REQUIRED elections listed below MUST BE MADE before work can be approved. listed below has been inspected and approved. ❑ PALL 435.0724 FOR REINSPECTION—24 hour notice required. Inspector Date �� City of Ar] ngton NOTICE and Inspection Report f d ) Phone# Permit No. / -I,{I ! Legal J Date Called .� fa Address Time Called • Contractor/Owner ak By Requested by (C[ ( TYPE OF • • ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final "Foundation WAW ❑ Rough-in Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other PROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. L-Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. Date Inspector City of Ar' '.ngton NOTICE and Inspection Report /� Phone# 9 / Permit No. ff Legal A Date Called Address `/?(,.2/ 5" Time Called Contractor/Owner By Requested by OF • ❑ Setback ❑ Roof Diaphragm ❑ Insulation lumb GW ❑ Framing ❑ Gas Piping 9).obng ❑ Drywall Nailing ❑ Final ❑ Foundation ❑ RoughAn Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other i APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ork listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. 4Lf-4 Inspector Date C I TY OF A Rl_I N0_r0 ! CONOYRUCT I OM PERM I T F}ERM I T NO_ 95— 1 9 1 1 Owner: FOREST PARK CONST 18321 129TH PL. NE. BOTHELL 98011 Value of Work: $99,042.23 Tax ID: GE IA A-6 Phone: 4d ys� Describe Work: NEW CONSTRUCTION Proposed Use: SFR Legal Description: Job Address: 18621 SILVER LEAF Contractor's Name Type Address License# FOREST PARK CONST G 18321 129TH PL NE BTL 98011 FORESPC175N2 HORIZON HEATING INC. M 3601 121ST ST. HORIZHI137DU DONOVAN PLUMBING P 20622 78TH AVE SE DONOVP*171B0 F_ - -- P E R M I T F E E S - Equipment and Fixtures Number Fee Total Charge PLUMBING FIXTURES 15 $.7.00 $105.00 FURNACE ( 100,000 BTU 1 $9.00 $9.00 CLOTHES DRYER 4 $6.50 $6.50 VENTILATION FANS 4 $4.50 $18. 00 KITCHEN RANGE 1 $6:50 $6. 50 METAL FIREPLACE & CHIMNEY 1 $6.50 $6.50 WATER HEATER 1 $6..50 $6.50 GAS PIPING 1-5 OUTLETS =1 $3:00 $3. 00 l S U � H "T 0 T'A L ..... $161.00 TOTALS Fee Equipment $56.00 Fixture $105.00 Mech Permit $15.00 Permit Fee $711.50 Plan Fee $462'48 Pl,amb Permi,tT $15.00 State fee $4.50 School Mitigation $941.00 SIGNATURE�a..VWI, TOTAL FEE......... ........ $2,310.48 I HEREBY CERTIFY THO I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS................ . . $514.48 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE............... .. $1,796.00 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN R NO DATE 12IMX� RECEIPT # 3�75 T BUILDING OFFICIAL ASSOCIATED EARTH 42SISCIENCES, INC May 8, 1991 Project No. 9105-02H l n� Ueki America Corporation \� W Westin Building, Suite 3333 1 2001 Sixth Avenue Seattle, Washington 98121 CITY OF ARLINGT_ON,-- - Attention: Mr. Jim Scarberry BUILDING DEPARTMENT Subject: Subsurface Exploration and r V Slope Stability Evaluation '" z Gleneagle, Lots A-6 and A 11 ��� Snohomish County, Washington DATE.Z-z9_�ZBY NO CHANGES AUTHOTZED UNLESS APPROVED BY THE Dear Mr. Scarberry: BUILDING INSpECTGR This letter presents the results of our subsurface exploration and slope stability evaluation of the above referenced lots. The proposed lot locations and approximate locations of the explorations accomplished for this study are presented on the site and Exploration Plan, Figure 1. In the event that any changes in the nature of the lot configurations are planned, the conclusions and recommendations contained in this letter should be reviewed and modified, or verified, as necessary. The purpose of this study was to provide subsurface data to be utilized in determining the stability of the onsite slopes. Our study included a review of available literature, excavation of exploration pits, and performing geologic studies to assess the type, thickness, distribution and physical properties of the subsurface sediments and shallow ground water conditions. This report summarizes our current field work and offers slope stability recommendations based on our present understanding of the project. FINDINGS Site and Project Description This study was completed based on discussions with Mr. Jim Scarberry of Ueki America Corporation and a site plan provided by Mr. Jim Scarberry, undated. Present plans call for the construction of one single family residence on each of the two lots studied. At the time of this study, the exact building locations, finished floor elevations, and yard grades had not been finalized. Lot A-6 was situated on the north end of Silverleaf Place. The lot was roughly pie-shaped, extending out 100 feet on the east side and 150 feet on the west side from Silverleaf Place. Topographically, the majority of lot was level with a north dipping slope occurring approximately 70 feet north of Silverleaf Place. At the base of the approximately 10 foot 1H:1V (Horizontal:Vertical) slope, there was a level bench which occupied the remainder of the lot. This bench appeared to be an old road cut. Total elevation change across the lot was on the order of 10 to 13 feet. The lot had been cleared at the time of our field study. 911 -5th Avenue Suite 100 Kirkland,Washington 98033 (206) 827-7701 FAX(206)827-5424 i Lot A-11 was situated on the northwest corner of Silverleaf Place and Woodbine Drive (Figure 1). The rectangular lot generally sloped northwest at a 2H:1V angle with a level bench extending out approximately 20 feet from both aforementioned streets. Total elevation change across the lot was on the order of 15 feet. The lot had been cleared at the time of our field study. Subsurface Conditions Our field study included excavating 5 exploration pits on each lot with a rubber-tired baekhoe. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs presented in the Appendix. Geologically, subsurface conditions on the two lots were very similar, therefore the following encountered stratigraphic information has been combined for both lots. The following section presents the encountered stratigraphic units from youngest to oldest. Unit 1 (Fill) Sediments of Unit 1 consisted of loose, damp, brown, silty sand with scattered gravel and wood. These sediments were locally derived fill material and were encountered in EP-1, EP- 2, EP-6 and EP-7 and extended from ground surface to a maximum depth of 4 feet in EP-2. Unit 2 (Vashon recessional deposits) Unit 2 sediments consisted of medium dense, damp, brown, silty sand with scattered gravel, cobbles and some boulders. These sediments were encountered in all of our explorations either underlying a thin veneer of topsoil, Unit 1 or at ground surface, and generally was on the order of 2 to 4 feet thick. Maximum depth of this unit occurred in EP-2 which was 8 feet below ground surface. These sediments were interpreted to be Vashon age (12,500 years before present) recessional deposits which were deposited as the most recent continental glacier receded to the north. Unit 3 (Vashon lodizement till Sediments of Unit 3 consisted of very dense, damp, grey, silty sand with scattered gravel. This unit was encountered in all of our explorations and was observed to directly underlie Unit 2. The upper contact ranger) in depth from 1 foot in EP-9 and EP-10 to 8 feet in EP-2. Most of our explorations terminated in this unit after penetration of 2 to 3 feet due to the very dense nature of this unit. The exception was EP-8 where at a depth of 4 feet, we broke through this unit. These sediments were interpreted to be Vashon age (12,500 - 15,000 years before present) lodgement till. This material was overrun by several thousand feet of ice during the last glacial advance which resulted in a compact soil possessing high strength, low compressibility, and low permeability characteristics. Unit 4 (Vashon advance deposits) Unit 4 sediments consisted of very dense, damp, grey, sand with a trace silt. This unit was encountered only in EP-8 from 4 feet to the termination depth which was 13 feet below existing ground surface. This unit was interpreted to be Vashon advance deposits which were deposited and overrun as the Vashon glacier advanced to the south. I 2 No ground water seepages were observed in the exploration pits during the time of our study. In addition, no surficial water or saturated ground conditions were observed on the site. The recessional outwash deposits are considered to be highly permeable and surface and ground water would have a tendency to percolate downward through this material relatively rapidly. It should be noted that perched ground water may occur during wet periods of the year. Perched water occurs when surface water infiltrates down through relatively permeable soils and becomes trapped on perched atop a comparatively impermeable barrier such as the till. OPINIONS AND CONCLUSIONS Slope Stability Hazard Concerns Our subsurface explorations indicate that, from a geologic hazard standpoint, the slopes which occur on the lots currently possess a low risk of slope movement. This is evidenced by the encountered in-place stratigraphy and lack of an adverse ground water regime. However, in order to maintain the integrity of the steep slope located on Lot A-6 (see Site and Exploration Plan, Figure 1), we recommend a building setback of 10 feet from the top of the slope. The Vashon recessional outwash deposits are generally considered to possess suitable vertical strength to provide building support for most single family residences; however, due to the lack of a binding matrix, this material contains relatively low lateral strength, especially in sloping areas. Therefore, due to the slopes present on Lots A-6 and A-11, it is recommended that building foundations placed on slopes greater than 25 percent be embedded a minimum of 12 inches into the underlying, very dense, natural till sediments (Unit 3) to reduce the potential of surficial raveling undermining the footings. No uncontrolled fill, topsoil, or debris should be placed on steeply sloping areas either before, during or after construction. Uncontrolled material placed on slopes are extremely susceptible to slope movement. Any proposed fill soils planned on the site should be reviewed by our office prior to construction. Erosion Hazard Considerations Due to the lack of a binding matrix, the onsite Vashon recessional materials are considered to possess a high potential of erosion from concentrated flows regimes, even on relatively gentle slopes. Therefore, control of surface discharge during and following development should be performed in order to reduce this particular hazard of erosion. All due care should be taken to insure that surface runoff and domestic discharge will not randomly daylight onto the site. All flow from devices used to collect surface discharge should be directed into a tightlined system which discharges into an appropriate storm drain system. Uncontrolled discharge on the slope areas will promote erosion, and subsequently, slope instability problems. It is our opinion that the erosion potential from sheet flow is relatively low provided that the following recommendations are followed. 1) Soils which are to be used around the site should be stored in such a manner as to minimize erosion. Protective measures may include, but are not necessarily limited to, covering with plastic sheeting, the use of low stockpiles in flat areas, or the use of i hay bales. 3 i 2) Silt fences should be established along the lower elevations of each lot during construction to mitigate potential offsite sediment transport. 3) We recommend that areas stripped of vegetation during construction be replanted as soon as possible or otherwise protected. It may be necessary to cover sloping areas with an impervious sheeting during inclement weather to further reduce the potential for erosion. I This report has been prepared for the specific application to this project. Within the limitations of scope, schedule and budget, our services have been performed in accordance with generally accepted geotechnical engineering and geologic hazard practices in effect in this area at the time our report was prepared. No other warranty, expressed or implied, is made. It must be understood that no recommendations or engineering design can yield a guarantee of stable slopes. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. Thank you for this opportunity to be of service. If you should have any questions, or require further information, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Wayne W. Soper, Hydrog ologist t R. LepI0 S. Principal wws/ld A105-02H DK5/1/91 id 4 SITE AND EXPLORATION PLAN LOT A-6 Top of Bank P-10 LOT A-7 r_ ' EP-7 LOT A-5 LOT A-q LOT A-8 N NORTH LOT A-9 LOT A-3 TT -0 LOT A-10 " LOT A-2 _ Mtn E -. LOT A-1 LOT A-11 WOODBINE DRIVE LEGEND EP-1 ■ Approximate location of exploration pit IN, Studied lots 0 100 200 Approxmate Scale In Feet MM ASSOCIATED GLENEAGLE, LOTS A-6 AND A-11 EARTHMI SNOHOSH COUNTY, WASHINGTON SCIENCE 8, I N C 9105-02H May 1991 FKIL" 1 1--'.7pt, EXPLORATION PIT LOG NUMBER SEDIMENT SEDIMENT DESCRIPTION 0 Loose, damp, brown, silty sand with scattered gravel and wood. (Fill) Medium dense, damp, brown, silty sand with scattered gravel and cobbles. (Vashon Recessional Deposits) 5 Very dense, damp, grey, silty sand with scattered gravel. F (Vashon Lodgement Till) BOH @ 7' Note: No seepage. 10 No caving. 15 NUMBER EP-7 SEDIMENT DESCRIPTION 0 Loose, damp, brown, silty sand with scattered gravel and wood. _(Fill) Medium dense, damp, brown, silty sand with scattered gravel and cobbles. (Vashon Recessional Deposits) 5 Very dense, damp, grey, silty sand with scattered gravel. (Vashon Lodgement Till) BOH @ 6' Note: No seepage. No caving. 10 15 Subsurface concidons depicted represent our observations at the time and location of this exploratory hole,modified by geologic Ints*Pretation,wing analysis,and J - They are not necessarily representative of other times and locations- We w7 not accept respons+brEdy for the use or interpretation by others of infornralion presented on this log. 9105-02H May 1991 Gleneagle, Lot A-6 Snohomish County, Washington ASSOCIATED EARTH 4EMSCIENCES, INC EXPLJRATION PIT LOB NUMBER EP-8 SEDIMENT DESCRIPTION 0 Loose, damp, brown toi)soil. Medium dense, damp, brown, silty sand with scattered gravel and cobbles. (Vashon Recessional Deposits) Very dense, damp, grey, silty sand with scattered gravel. 5 (Vashon Lodgement Till) Very dense, damp, grey sand with trace silt. (Vashon Advance Deposits) 10 BOH @ 13' 15 Note: No seepage. No caving. NUMBER EP-9 SEDIMENT DESCRIPTION 0 Medium dense, damp, brown, silty sand with scattered gravel. (Vashon Recessional Deposits) Very dense, damp, grey, silty sand with scattered gravel. (Vashon Lodgement Till) 5 BOH @ 6' Note: No seepage. No caving. 10 15 Subsurface cor>ditions depicted represent our observations at the time and location of this exploratory hole,modified by 9-109c interpretation,engineering analysis,and judgment They are not necessanly representative of other times and locations. We vri not accept responsibility for the use or interpretation by others of information presented on this log 9105-02H May 1991 �✓ /� Gleneagle, Lot A-6 Snohomish County, Washington ASSOCIATED EARTH SCIENCES, INC EXP DRATION PIT LC a NUMBER FP-10 SEDIMENT DESCRIPTION 0 Medium dense, damp, brown, silty sand with scattered gravel and cobbles. (Vashon Recessional Deposits) Very dense, damp, grey, silty sand with scattered gravel. (Vashon Lodgement Till) 5 BOH @ 5' Note: No seepage. No caving. 10 15 NUMBER SEDIMENT DESCRIPTION 0 5 10 15 Subarrdiaee conditions depicted represent our observations at the time and location of this exploratory hob,modified by geologic interpretation,engineering analysis,and judgment They am not necessarily representative of other times and locations. We wil not accept resporrailifty for the use or interpretation by others of nforrnation presented on this log 9105-02H May 1991 Gleneagle, Lot A-6 Snohomish County, Washington ASSOCIATED EARTH JEMSCIENCE89INC agg- V6-NOZ) tztrprR 'allins 'any UlXIS IOOZ 'OPIS;-U!1Sall EM 'a1S -d-zo0 Ear.zaiuV _IN.an HMUOR .OZ= ..I = 3'I�TOS NV'Id- a1I_S 9VHlUSA I I S 1H3H33b3 AIIII t, I N P N � O -0 I I cn l z � i u7 -DVU D UVOZ HIIAk o 9ONSUI S8I3o. 0 - I 0 0 00 N N O I O 0 .00 'SZI 21 OS .8V .88 S H'IOK2[NB'IO 90-K .LO'I z 0 LCJ LLB (m 0 � C + LU cr L L p- � � N zn J N m ry N 19 o f i CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COi•EBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING SIGN PERMIT NO. L 1 MAIL ADDRESS CITY ZIP FIIONE OWNER ./�,p 0(-t Lek PiIONE ARCHIILCI OR O SIGNER MAIL ADDRESS CITY ZIP Crc"yne- Des to he-►I GENERALCONIRACIOR MAIL ADDRESS CITY ZIP FNUNL IIC.NSE/ �o�'es� Dark 1-�orn,es 7 � wo, ��oll �$58Z55 FoR+`sPHa�sN M I,C I I A N IC A L CON I K AL I V K Aw MAIL ADDRESS CITY ZIP PIIUNE LICENSE 110'r 1 ZD PHONE ICE. ENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP \� Do,no�l�Tn ?1�w+,bc� Ct ASS OF WORK NLW ❑AUDITION ❑ALTERATION ❑REPAIR ❑bEhlULll10 ��ax19'6-74 x Y�RELOCAT ?N � G,/ rj/d7.�g VALUATION OF WORK 7 DESCRIBE WLf K G� �[ p�' .Co �C•�O �Of �/�y �N'I PRUPUSI D USL OI BUILDING I I IFRERY CERTIFY TI IAT I I LAVE READ AND EXAMINED I I IIS 11Pf UCA- TION AND KNOW I IF SAME TO BE TRUE AND CORRECT ALL PROVI- LtGAl DES(RIPIION Of PROPLRIY(SIK)%VN FLOW O 11ACIT FOUR vPIFS) SIONS OF LAWS AND ORDINANCES GOVERNING TI IIS TYPE OF WORK LUl � /nRLO CK of�UCJOLQ 5 s-� WILL RF COMPLIFI.) WITI I WFIF11IER SPECIFIED FIF.RIN OR NOT. TIIE L}t� GRANT ING OF A PERMIT DOES NOT PRESUME.TO GIVE.AU IF IORITY TO VIOLATE. OR CANCEL TIIE PROVISIONS OF ANY OTHER STA1E OR TAX ID NUMBER FROM PROPERTY TAX STATEWENT LOCAL LAW REGULATING CONSTRUCTION OF TI IE PERFORMANCE OF CONS I RUCI ION.PERMIT F.XPIRFS I YEAR FROM DATE.OF ISSUANCE. StGNAIUREOFCONTRACIORORAU1tiORIZEDAGENT DATE TUB-ADO St (1)I:P1(7±11SV ONLY) NO. 'I'YIll'(A- IX'ITII(1; FI±I± x'eIIX'Il1Rl±S NO. 'fYPld01'Ii0Ul1'MI'NI' Plil? x'>tIIKI'11121±5 _•--_ wA'I'I±R CLOSI±'I'('I'OIL1i"I') ""- f7.00 IR COND.UNITS-_I I.P.17-A. Al"P-l,el AA1111111I - - _ __ f7.0U _ _ _- tispltlGl±RATION IJNII'S-ILP. �- quip.list*.* AVAI ORY(\VnSlI DASD_ 57.00 _--- _ lUI1,ERS-II.P.[?A. -_ squip.liet•• 11OWI±It - $7.00 AS PIIt I±D A.C.IJNI LS-"1'UNNAGE EA. :avip.li�I'• -J KI ICI II±N SINK k DISPOSAL f7.1111 ORCI,-D_AIR SYSITiM_S-B.-r.U. -�MRA- - S9.00 1 - - ALL IIEA'1'EILS-11:1'.U. --M ---- f9.Ot1 / �)ISIIWASIII±(t $7.00 - ---- ---.._.-- -- ---------- - - ).AUNUItYI'RAY - - fZm, -" NIT IIEA'I'EKS-Il:l'.U. - M $9.00 -- -_ .. _ .. __-. ---- - -- LO'lIII±S WASlllilt f7.011 :VAI'OltA'I IVIiCOOI,ERS __-- -- - - WA lilt I I I;Al 1iR $700 :I,O'I'I II±S DRYI±ILS f6.511 1 $Z0 IeRriLxnoN I-AN --_---- $430 RINA, - _ f7.00 tANGCIIOODCOMMERCIAL S6.50 J)IZINKIN(l i'UIJNI-AIN _ ._ __—_--- - -•- ------ ---� PL.r)Olt DRAIN --- -•.—.. S7.00 - —� _ IR HANDLING UNIT— CI'M ------ --_ -- �_— VACUUM I"WAK_IiRS $7.011 1tr1f1P DRAINS-ItAINI,I±ADI±Itg f7.0 0 I?I'AI,ITIRIiPI,ACI'k CIIIMNIIY f6.51{ F1NK(SERVICE-ItAlt,l±'I'C.) $7.1111 A'1'I±ILIIEATI'sR ;AS 1'1141,1 i - 1 '•Equipmcm list mull be pn'vW.d .. SlJll'I'O'1'AI, I I SIJB'I'O'1'AI, ___-__ I•IiltMl't I I 1'I±ItMI'I' T'U'1'AL I`I±li 'I'O'I'AI,pl±Id __---•- -- - -- _ SIDL YARD LIBALK SIIREL1 SLIBALK REAR YARD SEIBACK 13ATE1:1ECEIVEp FEE RECEIPT NO Sep* r � USE LOT ARIA v CAN1 SITE VALUATION FEE �y FEES /vv 3 YES El No �J NO.OF DWELLINGUNIFS PLAN CHECKING VG 1YP( QF CONS OCCUPANCY GROUP -7/1 �O BU'LDING t SILL UI BLOG. NO.Of SIORII_S MAX.UCC.L AD PLUMBING ( (Z IIRF_SPRINKLkR5.aE0U1RED ❑YES NO MECHANICAL STATE BLDG.CODE �O M M E N T S ERGY CODE SURCHARGE I u.e.c, Q #144 P ALTY SEC.)olm E lieATER7SEWER FEES RECEIVED _'" I e TOTAL Nov 15 1995 PERMIT VALIDATION w/1EN PROPERLY VALIDATED TIN Tt115 SPACEI 11415 IS YOUR PERMIT b RECEIPT --- CRN�—BY �s�TY OF 1�RL1f�GTOf� PAID — , --- BUILDING(1fFIC1Al c:ASSESSOR.APPLICANT,TREASURER.SLOG DEPT. gECORDS COPY Y• CITY OF ARLINGTON CONSTRUCTION PERMIT { ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PERMIT NO:PLUMBING ❑ SIGN lo�� OWNER MAIL ADDRESS CITY ZIP PHONE Ueki America Corp 10940 NE 33rd Pl Bellevue 98004 803-0199 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE Crane Design 10803 Kent Kangley Rd, Kent 98031 859-2954 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N same as. owner UEKIAC1320Q MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# Horizon Heating PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N CLASS OF WORK ®NLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLI FION ❑BUILDING RELOCATION VALUATION OF WORK s 23191R]RX 95686 DESCRIBE WORK New construction PROPOSED USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- SFR TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL UESCRIPIION Of PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNINGTHIS TYPE OF WORK LOr A,6LOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATUR CONTRACTOROR AUTHORIZED AGENT DATE 108 ADDRLSS (OFFICE USE ONLY) MECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) 28 00 AIR COND UNITS - H_P EA BAIHIUB 14 00 REFRIGERATION UNITS- H P EA 4 LAVATORY (WASH BASIN) 28 00 BOILERS- H P EA 1 SHOWER 7 00 GAS FIRED A C UNITS-TONNAGE EA. 1 KI ICIILN SINK & DISP 7 nn FORCED AIR SYSTEMS- B T U MEA 9 00 DISHWASHER WALL HEATERS- B,T-U M LAUNDRY TRAY UNIT HEATERS- B.T,U M CLOIIILS WASHER EVAPORATIVE COOLERS WAIERHEATER 1 CLOTHES DRYERS URINAL VENTILATICN FAN 22 50 DRINKING FOUN I AIN RANGE HOOD COMMERCIAL FLUOR DRAIN AIR HANDLING UNIT- CPM VACUUh1BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE&CHIMNEY SINK (SERVICE - BAR,ETC ) 7 00 WATER HEATER GAS PIPING SUB TOTAL $1 nn SUBTOTAL f PERMIT f PERMIT S TOTAL FEE f TOTAL FEE f gQ SIDL YARD SL I BACK STRELI SLTBACK REAR YARD SrPTBA K DATERECENED PLAN CHECK FEE FEE RECEIPT NO. f IP { USF ZON LOT AREA VACANT SITE 1 22 371. 80 26857 R7200 7503 [3YES ❑NO FEEESS VALUATION FEE TYPE OF CONSI OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG 403 . 98 32 18 VN R3 & M1 11 BUTDING f 621 50 SIZE OF BLUG. NO.Of STORILS MAX-OCC.LOAD 1454 2 8 PLUMBING 141 00 FIRE SPRINKLERS REQUIRED [3YES ❑NO MECHANICAL 75 50 COMMENTS STATE BLDG.COD E 4 50 Plan C09119 ENERGY CODE SURCHARGE uBC PENALTY SEC 303(a) WATER/SEWER FEES 3100 00 TOTAL 3 9 7 4 68 PERMIT V ATION WHEN P PERL N DATED (IN THIS SPACE)THIS IS YOUR PERM & CE1PT PAID CR 1 B BOIL 1 I IAL DATE cc: ASSESSOR,APPLICANT,TREASURER, BLDG DEPT R CORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION UILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. �C6�f OWNER MAIL ADDRESS CITY ZIP PHONE Uek. C- / - y0 N' .-✓ / 2//�. 9190OL/- t L/3A -2,06 d1fl-3-6217 ARCHITECT OR DESIGNER MAIL ADDRESS f CITY ZIP PHONE 0 303 j4e,i lr_ J 14h 'i 0 3 / 2-06 GENERAL CON IRA(TOR MAIL ADDRESS CITY ZIP PHONE LICENSE M CL S c EY Usk, Ac- /3 Ze Q MLCIIANIC AL CONE RACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# 1�4(�.%-. �A PHONE LICENSE M PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP CLASS OF WORK tR'K(W ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK s Soot DESCRIBE W RK PROPOSE D USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DES(RIPTION OI PROPERTY(SHOWN BELOW OR Al TACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNINGTHIS TYPE OF WORK LOI f+6 BL(x-K ` of rc. Ir I WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF TAX ID NUMBER CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE (OFFICE USE ONLY MECHANICAL PLUMBING NO TYPE OF FIXTURE FEE NO, TYPE OF EQUIPMENT FEE I�ATLR CLOSE I (TOILET) AIR COND. UNITS - H.P EA. BA 110 0B REFRIGERATION UNITS - ITP.EA LAVATORY (WASH BASIN) g BOILERS -- H.P.EA SHOWER 7 GAS FIRED A.C. UNITS - TONNAGE EA- KI ICIILN SINK & UISP. FORCED AIR SYSTEMS- B.T.U. MEA FE Ofl UISHWASIILK WALL HEATERS- B.T.U- M LAUNDRY IRAY UNIT HEATERS- B.T.U. M CLOI IILS WASHER '7 EVAPORAI IVE COOLERS "A1LRIILATLR CLOTHESDRYERS €� UKINAL VENTILATICN FAN DRINKING FOUN I AINE RANGE HOOD COMMERCIAL I LOOR DRAIN AIR HANDLING UNIT - CPM VACUUM BREAKERS / STOVE O✓� ROOF DRAINS - RAINLLADERS METAL FIREPLACE 6 CHIMNEY SINK (SERVICE - BAR,ETC ) / WATER HEATER GAS PIPING SUBTOTAL s SUB TOTAL f 1p0 PERMIT S S PERMIT S TOTAL FEE S f TOTAL FEE S SIDL ARD St I BACK ST RE 1.1 SI 1 BACK REAR YARD StTBACK PLAN Cl CK NUMBER PLAN CHECK FEE !? 2O � FE RECEIPT NO. Utf IONV LOT AREA VACANT SIEE FEES VALUATION FEE�O YES ❑NO EYPL OF CONS) OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG BUILDING sO SILL OI BLDG. NO Of STORILS MAX.OCC LOAD a 8 PLUMBING FIRE SPRINKLERS REQUIRED �^ ❑YES v!kO MECHANICAL �J(/ STATE BLDG.CODE Sa COMMENTS n O ENERGY CODE SURCHARGE 'V u.e C. PENALTY SEC.303(a) WATER/SEWER FEES 3 d TOTAL PERMIT VALIDATION WHEN PROPERLY VALIDATED TIN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT _ < , PAID CRiI BY BUILDING OFFICIAL DATE cc: ASSESSOR, APPLICANT, TREASURER, BLDG, DEPT RECORDS COPY