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2002, 10-02 Permit App: 02008588 Residence Project Number: 02008588 Inv: 1 A piication Date: 10/2/2002 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: RESIDENCE/ATTACHED GARAGE-FORCED Contact: MORT CONSTRUCTION AIR GAS Address: 1910 SCHNEIDMILLER AVE .— C - S -Z: POST FALLS ID 83854 Setbacks: Front 25 Left: 12 Right: 10 Rear: 78 Phone: (208) 777-3000 Group Name: Site Information: Project Name: Plat Key: 002953 Name: WOODLAND TERRACE ADD District: D Parcel Number: 35233.2319 Block: 24 Lot: 6&7 SiteAddress: 4434 E 15TH AVE Owner:Name: MORT CONSTRUCTION SPOKANE,WA USA 00000 Address: 565 GREENFERRY RD Location:: SPO POST FALLS,ID 83854 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 8,117 Sq Ft Width: 60 Depth: 129 Right Of Way(ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: . Review Site Plan Review �-- Released By: -fj� L Plan Review _...„._:„„,,_ . r f. ,� Released By: Approach/Drainage Released By: l®i 2.,-020 o a N15._54{. Landuse/ZoningReleased By: I Sewer Review —I.(� Released By11_lsr , !`:l+t, 1, /F l/1////1 Operator: RMB Printed By: RMB Print Date: 10/2/2002 Project Number: 02008588 Inv: 1 Application Date: 10/2/2002 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Stormwater Control Released By: Special Inspection on basement required and Record Drawings to be submitted to stormwater utility Permits: prior to final approval. Building Permit Contractor: MORT CONSTRUCTION Firm: MORT CONSTRUCTION Address: 1910 SCHNEIDMILLER AVE Phone: (208) 777-3000 POST FALLS,ID 83814 Building Characteristics Const Category: New Group: Type: Nbr Of Dwellings: Occupant Load: Building Height: Stories: Bldg W x D: x Building Sq Ft: Sprinklers: Req Parking: Handicap Parking: Critical Materials: E This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 2ND FLOOR R-3 VN 981 $64,746.00 981 $64,746.00 DECK R-3 VN 40 $313.20 40 $313.20 GARAGE U-1 VN 450 $5,400.00 450 $5,400.00 RESIDENCE R-3 VN 512 $33,792.00 512 $33,792.00 Totals: 1,983 $104,251.20 1,983 $104,251.20 Item Description Units Unit Desc Fee Amount RESIDENTIAL VALUATION 1 Y OR BLANK $920.00 STA 1'E SURCHARGE 1 Y OR BLANK $4.50 RESIDENTIAL SURCHARGE 1 Y OR BLANK $202.40 Permit Total Fees: $1,126.90 Mechanical Permit Contractor: COMFORT MECHANICAL Firm: COMFORT MECHANICAL CONT Address: PO BOX 758 Phone: (509)928-0207 GREENACRES,WA 99016 Item Description Units Unit Desc Fee Amount GAS WATER HEATER 1 NUMBER OF $10.00 GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00 GAS PIPING 2 #OF UNITS $2.00 VENTILATING FANS 4 NUMBER OF $40.00 CLOTHES DRYER 1 NUMBER OF $10.00 Permit Total Fees: $74.00 Operator: RMB Printed By: RMB Print Date: 10/2/2002 Project Number: 02008588 Inv: 1 Al)pllcation Date: 10/2/2002 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: 0 K PLUMBING Firni: 0 K PLUMBING Address: 3818 E JOSEPH AVE Phone: (509)484-2011 SPOKANE,WA 99207 Item Description Units Unit Desc Fee Amount TOILETS/BIDETS 2 NUMBER OF $12.00 SINKS 3 NUMBER OF $18.00 SHOWERS 1 NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 FLOOR DRAINS 1 NUMBER OF $6.00 WATER USING DEVICES 2 NUMBER OF $12.00 Permit Total Fees: $78.00 Notes: .. ... ... _ ... .... ROADS&DRAINAGE NOT APPROVED PER COUNTY ENGINEER HOLD PERMITS -JEF 12/05/95 (ED PARRY) • CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,126.90 $1,126.90 $0.00 $1,126.90 Mechanical Permit $74.00 $74.00 $0.00 $74.00 Plumbing Permit $78.00 $78.00 $0.00 $78.00 $1,278.90 $1,278.90 $0.00 $1,278.90 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: RMB Printed By: RMB Print Date: 10/2/2002 \tki I* iv 1 „ • ,-- (-) , . - - Lot_n ( t'N -,,,_ -''- 'A ) ,.... T---rF:_---- f,...,/- ,-_,•• PROJECT APPLICATION WORK SHEET SPOKANE COUNTY DIVISION OF BUILDING & CODE ENFORCEMENT 1026 WEST BROADWAY AVENUE . . 151.1 SPOKANE, WA 99260 --,. c _ (,1 i _ SpoicARECown 509-477-3675 ' 0 SPECIFIC SITE INFORMATION Street Address: y3 f. /. ._,-.), f Assessor's Tax Parcel Numbe (s): Legal Description: /5 L–Cc k --2. /A<-4-7i4 paokeo,o-ez kez)Z-A.1/4,, ,.. Project Description: -n- Building Permit 0 Change in Use 0 Grading 0 Manufactured Home Permit 0 Re!ocation 0 Sign 0 Tenant (New/Change) 0 Other , ,,.. or '----,..•,----, ...:•sz-. :vi.:.! .11,-,.,;=T:::-...2qt.: :::: -?';'54!..".•,-,- ,.:;72Ti.l.rit'44i,yze:i.j.1,,L,r,,si47.4F,Yisk•-1T-.---r. ..-:.tt,i0--74:-.7.. t).r.—t:-±A.ii.paliii:.:Ife-::'• (jilli;ET::;;'bi.i;:-..;;?:,'t, g': -. 2r:Pi.r,..-fgli',44W:4F,qfit,. --,-,..f;.:::Q.t;:'=l'f--.g:S.44f,VB:.t.'APa,rilag,W4.VF45'4E'F:.-Nf:i-';O:5M-;.:arf.';.f,:::1:'.N.':-,t;; W#teiPiitriii'91, ;, ::,, ::.: :'.,...7,i,-F,PYfri,iiql4fic).'0.f.AA.4n:2:, :,.1,,i;J;'A :-.';. P;,i,,Ith. ...;A:ri::2:' ,,;24,,',:j';'(,:,,t-rq.e.,t:,tATiF3.2,Vjen .f.J.JF,,3:;TAt?,1r$2104,11.1a: :604.. 1 .4.i_'" ,Kt,;,::.4t',..-4 , :r:&::;.i.r,'; ,711,1E..V4-,-,'•:::.'4,i.k..4? . 4.,;-1.-ft.g. ::,-;q ‘..:4.tP . ..f,. ..',...' ..' .'" ....,6!;P:[..X.: .r.:',,,,f,x..;.i7‘Ff .i=:,,,r-,i7,, ,,: .,, ,,. . ,,• , ...,,%.:, 4,,,:„,i..4 .ki...,N,f, .. . 7.4.1 . .:471;.ttr: School Distort tT':.:•,'-';'•••••:';', ''',.:-:::•,, jife Pist,ii41'-' :'1' ...-r'11:.,::1. ,•.,g'.:-.. JES:.::,:7...Y.:Ii‘::',-,'..TTc !!!...-•::4-:i'.:''.:•;:;?--...e.';:A7:4'.":;-.;.`.':;: '. -...-- -..—.-7,• '. ,::,-1"..:,. .:-:-.:,:,.-,:-.-,-.:-•I c- .---.:,...,2'.:;::.:7,:::-.7::. .'.,_,:',. ....1,•“..t":',-,---1%,,,:,,',:. r'•':',:'..,,,,-:,;'.:7,7:::,;!;,;,•;:i:"...rt,,-,1•.,••=1,.-,ii-,::::•:;!,','.,: -,:i. .r',.=T;,7': ;-.., Left . ':-',-,,.-:Pf G.i';r:f4•Right'ilt&atiV-AA.;;:,:lkCf, . OWNER/APPLICANT INFORMATION El Indicate who should be contacted re•zardin this ormect .:,`wner: , Phone: 1_43,' 7 717Qt 0 Applicant: Phone: -11 /--• (-------04/$71214C14C V Fix, L.0,5,-i/..6-7 fic-rf: --CA/PI Fix: MaiiingAudress: Maiiing Address: ...tzt e.64tAr /Zt. • City,State,:lip/ City,State,Zip iftf;.51' F //—.C" /CA A 0 fif 3Y‘ii Phone Phone 0 C,ontracor 0 Architect/Engineer Fix Fax tailing redress Mailing address RECEIVED City,State Zip City,State Zip SEP 24 2002 NA State Contractor license# Contact name: _ ..- PROJECT INFORMATION -;=::: ::: ''''.:.• 131.iikliiTc7 Tfifdililillbii:-. .:::":"..:', .:,-'..'".;--:,':'."i:;-:.:-,:•-,=:::::::,::::::-.1.;,:',-.., :i Building height to peak N of stories Maw floor sq.ft. Unfinished basement sq.ft. .....• • r".. ,,l ' 'Dimensions Total habitable space '"floor sq..'t. Finished basement r,q.ft. - Occupancy group Construc-tion type Garage sq.ft. / „.. ,, Deck sq.ft4.7/6 Cost 31 project !Heat source ieiectric,gas,etc.)• , q<0 (I CO ylanufactured:Home '' �.. Width: Length: What is the square footage of the sign How high is the sign? face? ,Year: Make: #of signs Area of existing signs �_, :*' , z ^t, ',.4t,Ai eK' a2 .+x,.•4N+ .,t .1y"�j"'-y IK _ Ys .f �; r, h++-.. Reloca�.on ��� Previous address Fire Sprinkler _ Tent Paint booth Fire Alarm _ Fireworks display _ Proposed use Value s. t `Special Inspections Required No -Re Code Coinpl•An e- n shdentl al Energy Firm:`;ame Phone Plans Examiner Phone Inspectors: Address Inspector Phone O Concrete 0 Welding 0 Bolting 0 Reinforcement Address ADDITIONAL SITE INFORMATION Are there structures on the property? 0 Yes ,12( No What is the current property size? If es,identiA,on site elan (square feet or acres) Is any part of the property within 250 feet of a shoreline? What is the current use of this property? If yes,:dentifv on:ite elan 0 Yes Q'No Is your property in a designated wildlife habitat area? Will the site be served by a septic system?0 Yes 5t- No 0 Don't know 0 Yes 1, No Is any part of the property within a ICO yr flood plain? Are or will there be wells located on the property? If yes, identify on site plan If yes, identity on the site plan 0 Yes 0 Maybe 0 Don't know 0 Yes I No Are there any wetlands,streams or ponds within 200 feet of the Is there evidence of till or excavation on the property? property? 0 Yes ID No If yes,identify on site elan 0 Yes h.No Are there slopes greater than 30%on the property? (30 ft rise in ICO ft) Are critical or hazardous materials used or stored on site? ( /%) 0 Yes XINo 0Yes ,1No DEPARTMENT MENT USE ONLY IS the propeitp in designated Stormwater Control Area3 'Is puBlicsewer avatlable to the stte> --: rCl Yes ©slVo rte" :_ �,;: � x..�.• , �- - +,s. .,--y x» O.:Y'es S ,D NO�{-F° ' ': Jnr�? r �.crt',�=4 r'». ..a:y ':?�'� w.� z ,.i�sra si`^� _. b -Ls the ptoper'ty n side the ASAI :149,';4:ii-Y-aiE::t1 No k r I�'ubltc wate> avatlable to the slte� x f � .O EYes k m o a tai• NO �.,�r tt+ .' a #YX, � x ue1' 41.s r'"S + ? i-* is the roe inside the`PSSAx © Yes CL No - - Is the roe located within 1000 feet of Na uraLResaitice r& Date Received: Staff Representative: METHOD OF PAYMENT MIME DM/9Z SUBTOTAL 11.5.4 :t~.: rte ❑ CASH p_CHECK ❑ 111 :!=•w : FAXED PERMITS WILL ONLY BE ACEPTED WITH PAYMENT OF A MAJOR CREDIT CARD DATE: ''� E:(PIRES: _ TOTAL FEE 3ANRCARD NUMBER: .toV%MU.NPES.NITFEE IS$35.COPLEASE ' ' • / .- JMAKEC.HEC KS PAYABLE TO SPOKANE :1 / - - '` UTI r:ORILED�IGNATTJ�?L: COUNTY� ��� f ���y�' ;_.,,- • 4588 After recording, mail original to Owner: 1 11 111 1111 11111 1 1111 11111 II II Pa e: 1 73 of 1 i " Monogram Homes IMIFFA. T1TI F COMPANY hi 03/23612001 11:09A SRA Snnkano r.A we PO Box 602 Post Falls, ID 83877 Z.0- - 64,/7 Vac.2� ac. . .et.,-borkl —_ - - TITLE NOTICE Description of property: Legal description:All lots in Woodland Terrace according to the plat filed in Vol I of plats, page 16 in Spokane County, Washington Parcel number(s)3i233-.,2/O Address of property: Al/R I hereby certify that I am the OWNER of the above-described property. As owner, I hereby following notice be placed on the Title of the above-described property, request that the land: and that said notice shall run with the (1) This property is located in a potential high-groundwater area,and (2) Measures have been taken to prevent water from entering this basement. Copies of saideasures have been provided for Spokane County Public Works Department file number VIVO 1fJ'C' ( ermitCenter file number) I hereby execute a release of liability running to Spokane County in conjunction with its issuance of a building permit on the property, to include a basement, as designed under Section 5.D.3 (a) and (b) of the Stormwater Control Ordinance. This release of liability shall constitute a covenant running with the land, and shall bind my heirs, assigns, and successors ip i - _. 7--- Property Owner Name C- • 'g. E ' /Co-Owner Name (Pleas- j t (Please Print) Property Owner's Signature ...i.—i-Ar—.r- - _.4 _ Co-Owner's Signature Date Date Notary Public: 3/Z.2-A,/ I certify t Oats pf pvje satisfactory evidence that at rd E.1 (o tom{- is the person who appeared before me,and said person icn y igned this instrument and acknowledged it to be(his/her)free and voluntary act for the uses and purposes • ri `,'r4i-iiiit".� � iSignature, jr 1 ��,( o1 ",) �: = The N&-t L Pu_ty Q.i C. Eseal�r stana*• : — f AO • IA •• • My appointment expires I&) C� j 0 Stipe f ;r pt ono pokane I certl�J� rbc• iklatisfactory evidence that is the person who appeared before me,and said person acknowl fli he)signed this instrument and acknowledged it to be(his/her)free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Signature Title (Seal or Stamp) My appointment expires Page 1 of 1 • 00-117 CUMMINGS GEOTECHNOLOGY 2716 E.Hillcrest•Colbert,Washington 99005 Phone 509-466-4350• Fax 509-466-4190•Email grcummings@earthlink.net 1 April 6, 2001 M.D.S. Shuler Inc. P.O. Box 1207 Davenport, Washington 99122 .. Attn: Mr. Mike Shuler ADDENDUM NUMBER 2 TO REPORT OF LIMITED SUBSURFACE DRAINAGE STUDY,WOODLAND TERRACE SUBDIVISION, SPOKANE,WASHINGTON Dear Mike, This letter is the second addendum to my original February 19, 2001 report, which summarized the results of a limited subsurface drainage study conducted at Woodland Terrace subdivision in Spokane, Washington. The purpose of this addendum is to address the drainage of four residential lots on 16th Avenue. SITE AND PROJECT DESCRIPTIONS It is my understanding that you are currently applying for building permits for four residential lots on the north side of 16th Avenue, from about 200 feet west of Vacated Dearborn Street to about 450 feet east of Custer Street(See Figure 4). Specifically the lots are as follows: • Lot 10 of Block 23. • Vacated Dearborn Street, north side of 16th Avenue. • Lot 8 of Block 26. • Lot 8 of Block 27. The ground surface on the north side of 16th Avenue generally slopes down to the north and east, as shown by the original elevation contours on Figure 4. At Vacated Lloyd Street and just east of Lot 8 of Block 26 there are small intermittent drainages that flow to the north. Just southwest of Lot 8 of Block 27 is the top of a small knoll that has about 30 to 50 feet of vertical relief and is underlain by gneiss bedrock. Just east of Lot 8 of Block 27 the ground surface slopes steeply down to the east to Glenrose Drainage. 2 I understand that the houses that are to be constructed on Lot 1 dof Block b23 d the ff Mort Vacated Dearborn Street Lot will be of the Foundation Detail/Type 2, as Monogram Homes. As such they will consist of split-level, wodf-frame, he l lab-htbasements will be ade structures, having shallow daylight basements. The floorlevels the about 3 feet or less below the existing and the final ground Block 26 and a uphill oside f 27 will be house. The houses that are to be constructed on Lot 8 of Foundation Detail/Type 3. As such,they will consist of wood-frame, slab-on-grade structures having full daylight basements. The floor levels of the daylightside basements the shwill be about ut 8 feet or less below the existing and final ground surface on the uphill foundations for both Type 2 and Type 3 will be prepared by excavating on the uphill side and filling on the downhill side. It is my understanding that the four subject lots will be graded pond at the east end of 15th the alleys to the north of the lots and then to the existing detention Avenue. SUBSURFACE EXPLORATIONS In order to investigate the subsurface conditions along the north sid whichof16 hre sAvenwn on Ficted the excavation of six backhoe test pits,the approximate locations o4. The test pits were excavated by a backhoe and operator urface ct u proviidesd,n and anged in t pit and depth from 2.2 to 10 feet.�I les of selected sned and gged the tratigraphic units. Logs of the test pits are included collected representatives p as Table 2. ASSESSMENT OF SUBSURFACE CONDITIONS Avenue The subsurface conditions encountered in the six tes{hepits ori n tal report of limitednorth side of tsubsurface are very similar to those encountered in the test pits for � wined silty sand, drainage study, dated February 19, 2001. There is typically fine-grained soil,gneiss,usuallyoschist).s. The at the ground surface, underlain by eithercleaner and massand ve tototally drock ecomposed to clay. condition of the bedrock varies from tw Groundwater was encountered in two (TP-102 and TP- 01) f he ix testll npit ts. e buieSeS i test pits are both located within the intermittent drainages,where es ottlin which typically indicates seasonal groundwater fluctuation,was not observed in any of m g, the test pits. DISCUSSION AND CONCLUSIONS Groundwater,where it was encountered in the test pits,was very localized and controlled by the t s. topography of the bedrock surface and only occurred within the interrmittteens thatanage suBased on the grade of the existing ground surface and the bedrock surface, pp water and groundwater will flow to the north and east toward the detention pond and Glenrose Drainage. 00-117 / ' 3 Residential development on sloping sites generally has the potential to increase the infiltration of surface water and to raise the groundwater level or cause the accumulation of groundwater where there was none before development. Additionally,infiltration from landscape and lawn watering and leaking water supply and irrigation lines could also cause accumulation of groundwater. Based on my knowledge of the project,the subsurface conditions exposed in the test pits, and the surface topography, I conclude that with reasonable precautionsthe construction of daylight basements at the site is feasible. If the following recommendations are adhered to and there is no excessive lawn watering or leaking water supply or irrigation lines, in my opinion, it is probably not likely that groundwater will accumulate higher than a few inches above the bedrock and decomposed bedrock surfaces in the four subject lots. RECOMMENDATIONS The recommendations presented in my original report of February 19, 2001 and the report addendum of March 16, 2001 are also applicable to the four subject lots for this addendum. LIMITATIONS This addendum is subject to the same limitations presented at the end of my report of limited subsurface drainage study, dated February 19, 2001. If you have any questions concerning any of the information presented in this addendum, please contact me. �R• CU w • 44 Sincerely, w f li ‘c, • II/ - �r / As/— —L ,1 r,t ouvs�2 �' Grant R. Cummings, P.E.,P U. rIf o '�Fooa7 .` SIONAL EXPIRES /�., 06 06 `� End: Figure 4 Table 2 00-117 2 1.2-2.2 ft. Hard to very hard, off-white to orange and red, decomposing gneiss bedrock;backhoe refusal at 2.2 ft. Note: no groundwater encountered. TP-548 0.0-1.5 ft. Loose, dark brown, slightly organic, very silty sand (topsoil); moist. 1.5-2.5 ft. Medium dense, gray, very silty sand, slightly moist to moist. 2.5-5.0 ft. Dense, yellowish gray, slightly clayey, gravelly silty sand (decomposed gneiss); moist. 5.0-9.0 ft. Dense, gray to yellow gray, decomposing gneiss, relict gneiss texture apparent; moist to very moist. Note: no groundwater encountered, no soil mottling observed. TP-549 0.0-2.5 ft. Medium dense, brown to gray to yellow brown, slightly gravelly, silty clay FILL;moist. 2.5-3.2 ft. Medium dense,brown to dark brown, slightly organic,very sandy silt (original topsoil); moist. 3.2-7.0 ft. Very stiff to hard, yellow brown, silty clay (decomposed basalt); very moist to moist. Note: no groundwater encountered, no soil mottling observed. . 00-117 Table 2 Test Pit Logs, 16th Ave. TP-102 0.0-2.0 ft. Very soft, dark gray, silty clay; saturated. 2.0-7.0 ft. Firm to very firm, gray to yellowish brown, silty clay (decomposed gneiss); saturated. 7.0-9.0 ft. Firm to very firm, light gray, sandy silty clay(decomposed gneiss, relict gneiss texture apparent); saturated. Water at surface from intermittent drainage. TP-501 0.0-4.8 ft. Medium dense, light brown,very silty sand; moist, poorly graded (fine sand). 4.8-5.8 ft. Medium stiff,brown, sandy silt;very moist. Moisture content=26%. 5.8-10.0 ft. Dense, gray-brown, slightly gravelly, slightly silty sand with occasional cobbles; moist to saturated, well graded. Moisture content= 19%. Note: groundwater encountered at 7.4 feet. TP-502 0.0-1.0 ft. Loose to medium dense, brown, gravelly silty sand; moist. 1.0-2.4 ft. Hard, decomposed greenish gray schist bedrock. 2.4-3.0 ft. Hard to very hard, off-white to orange, decomposing gneiss bedrock;backhoe refusal at 3.0 ft. Note: no groundwater encountered. TP-503 0.0-1.2 ft. Loose to medium dense, brown, gravelly silty sand; moist. ' 3" / 7t 1 1 tP. is , i t i .4, .4 X 1 A, ' 11: (14 CU. k0 -- l . lipli Er i2Fii`i itiCa ie i • - • us tn ol . 1 ...., A t P / gr 11111:1 w 6 ' 11 IP,. a 1=11Z11:1;a=alig "*"'". 2 i es7 7-GO—Itatitttroirr.----0 -I: P 1 4 4.7 0 0 1-- Z . .._ III .IIIIIIII 411 6 47 4t' 3 1 1 1 2 -.J.'s.' II lirig iti II iiiiiicciiiiii 2"' co , ILI < r riZIIII 4+ . 060...... `r AI Li Li, 1116 -'"-."- >° "" 1 rcr: litii.) .....1 , ' I'M; *l' II . 0 III . . ' Al.' , i.f° , 4 0 % 4,:ij m I 141i '''' ' '' ''s '2 U iiii-cTE twii,. 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I < t' ) 7 > 26 INF If r.: Tuesday,Oct 01,2002 06:51 AM Parcel: 35233.2319 Owner: SHULER PROPERTIES LLC CoOwner: 2 6 1213 ' j 4 Owner Address iz s 122, ° 0 1 L____o_ 0 r- -" li 9116E SPRAGUE AVE#10 SPOKANE WA 99206 223 p Site Address z2 6 3os 1301 IIIIIOSIIIIII r� O UNKNOWN SPOKANE 1311 ' ° ° 421 11 i 7 � 4307 Legal Description 12 __ �� 304 i. 6IhS U 1� in WOODLAND TERRACE ADDITION PTN VAC DEARBORN ST BET BLK23&BLK24 LYG SLY 15TH AVE&NLY OF FOL DESC LN: BEG @ CL OF ALY WY ON E ROW LN SD DEARBORN ST � s BET LT6&LT7 BLK24 TH N89DEG28MIN56SECW 60'TO CLO ;208 III ' 44°7 ' ° ° °� h lUll 11 12 2 1 L ALY WY ON W ROW LN SD DEARBORN ST BET LT1 &LT12 a �, � ' 1 BLK23I tiiiliiI1iflhll1ill 1304 , i iiii UiIIIiiIiIIIiIii � iii . 4909 4917 IT 5 2 , --- 1403 ,. 4910 I 4502 4502 1706 0 0 0 1710 Ilk MINg 2 7 '30I 0 q 4502iii. 413 /7 (+313 0 Y�•/ 0 �1 4228 0 11116.- -PI. IIII° --yy�� - A / 1 • 1111. ,. 0 18( .... 1812 \ 0 4317 111:41V, ( 4515 452 0 0 180-9--- 0 \ 0 �: 461 / \ '1" \ / Notice: This is not a legal document. Data depicted on this map is general&subject to constant revision. It is intended for reference use only. Legal documents should be obtained from the appropriate agency. D141, I i+ 2 /( Ida& °I-- 1e5 .. .1 1 1 .. i /0 — I scale_ . . t . . . . . ,,.. - ---F- „ .. . . . ......... 4.5?-igtt- e4i4u15;byt . A a r i rpri• -fo.-- . . . i ,. c3Kaole- ..... ..lppe_r„ __, ---- t 0 -I 0 i 0.1 t,p1, 11 14 P1 /0 ( • lig v . , k)raa 1e53 , / r C,arkette ca h, ..,, - 7 __ 1 _____ i ' ' (2 6..,02- 6 t tt . - -5--:.7, dra ' ...,...„ _ t h_ Ft/De_ s zci,e4 I in ,11,1 /.'..../., r 1;1_2 6O.O ' This 0 NQITANUR EY Af 1 . • -,K,-1: ,,,::: IIIWALACtiowillire cvho �0k ..„ 'I' \ss\si,_ +) n lio N \ N r I SiTh TO BE DRAINED TO DEVELOPER'S DRAINAGE ----- ..------ _ PLAN AT REAR OF LOT. 1---T-1-4.-,-t-i-t -f-Ft-7-7-77 . t"M' 44 4 f J$'DO,.S :11 FOUNDATION DRAIN PER - ft}:(- _ears -+ t , 7GEOTECH REPORT. ff Y _ 7.}. _.. ........ ... 1.''''' '.:': . - ,::''. ' ''',..:)+' L-ca--4t L -41111811111. /3L4)<-k s (VA<—.4 l ,9fA,4450 •J /e. Co.Ns': 4-10004/94//? reteece SGP 5 jo.o lc A-vt ►. 441, This ste sn is being su` `--i`7 :c p rpose of obtain17nu par d is a Ude and correct _f,. L4� L 1 G (i , ( representation of the proposal.All known property 4 ,h,/ ADRW ' 'jlines/dimensions,curb lines, structures and easements ZONE l •� �.- / Ii r1 O 1�1�— •� � � have been identified. Also indicate �,�wetlands, f -'�'I'� ROAD WIDTH c!-"C bodies of water - --p si res oth crit f-.1 areas. FRONT_ '7'7 • NK.ING Signed: (.—, /..� / �. -4 ='-/----`.._. COMMENT �, r REViEv' D 8Y `���- — oat __.- _._.._.y, r �C _ Figure 4 ,f(/ A ma y opt O eh�io�A Fifteenth Avenue 1� 0 wr d .O H d ?7?O y Zps W IBL23 L240 \11\ 0BL25L26 --�� � .BL27I p 10Ni\li IQ 2�pp 3 TP[503 0 A GI � v 8 8 �- 2080 0 TP.549 1 ['P-501;G 7.4 ❑ TP-5 t8 O -502 -�� 0 TP 102; GW ).0 ` Sixteenth Avenue 0 0 FT. 100 FT. SCALE: 1 IN = 100 FT. CONTOUR INTERVAL: 10FT. EXPLANATION Woodland Terrace Subdivision, Spokane,Washington 0 TP-548 Location and Number of Test Pit GW 8.0 Depth to Groundwater in Feet TEST PIT LOCATION PLAN Project No. 00-117 April,2001 Note: Existing features, original elevation contours adapted from Lake City Engineering Topographic Map, dated 05/02/00. CUMMINGS GEOTECHNOLOGY, 2716 E.Hillcrest, Colbert,Washington 99005 Phone 509-466-4350 Fax 509-466-4190 E-mail: grcummings@earthlink.net, E • a ' t Vi,/' K.N